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Home My WebLink AboutReso 2005-060 - Redding Oasis Center i tr� ' RESOLUTION NO. 2005-60 RESOLUTION OF THE CITY COUNCIL OF THE CITY OF REDDING CERTIFYING THE COMPLETENESS AND ADEQUACY OF MASTER ENVIRONMENTAL IMPACT REPORT EIR-2-02 FOR THE REDDING OASIS CENTER DEVELOPMENT WHEREAS, the City of Redding, as lead agency for the Redding Oasis Center Development Project (Project), has conducted the following environmental review for the proposed Project: 1. A Notice of Preparation of a Draft Master Environmental Impact Report (DMEIR) was circulated for review and comment on December 6, 2002. 2. A Notice of Completion of a DMEIR was circulated for review and comment on April 26, 2004. 3. A public hearing was conducted by the Planning Commission to receive public comment on the DMEIR on June 8, 2004. Notice of that hearing included a letter notice to all property owners within 300 feet from the project boundary as well as property owners on the extended mailing list along or near Twin View Boulevard, Cascade Boulevard, and the Oasis Road/Interstate 5 Interchange, as well as publication in the Record Searchlight. 4. After closure of the public comment period, all oral comments received at the June 8, 2004, hearing and additional written comments received during the comment period were summarized and responded to in writing. Additional comments were received. at the December 14, 2004, Planning Commission meeting regarding adequacy of the November 2004 draft of the FMEIR, and those comments were also responded to in writing. Responses specific to local and State agencies were mailed directly to those agencies on April 1, 2005. 5. Written comments on the DMEIR by State and local agencies and individuals, and responses to comments were included in the Final MEIR(FMEIR); and WHEREAS, the DMEIR identified significant and potentially significant environmental impacts; and WHEREAS, the DMEIR, identified potential significant impacts in the areas of Land Use, Traffic/Circulation, Noise, Biological Resources, Cultural Resources, Hazards and Hazardous Materials, and Public Services and identified mitigation measures which will reduce these potential impacts below the level of significance; and WHEREAS, the DMEIR, identified potential significant impacts in the areas of Air Quality, Hydrology and Water Quality, and Utilities Systems and Services which result from the project after mitigation; and WHEREAS, with subsequent consideration of an entitlement application for development, project approval will require that the approving body make the findings required by the California Environmental Quality Act (CEQA); and prepare a Statement of Overriding Considerations that explains the reasons for acceptance of each of the remaining unavoidable significant effects; and adopt a mitigation, monitoring, and reporting program; and LAA d WHEREAS, comments received during the review process resulted in revisions and/or additions to the DMEIR text, tables, figures, and mitigations that do not require recirculation of the DMEIR as specified by CEQA Guidelines Section 15088.5, which given the length of public review and the number of public hearings, the public has not been deprived of meaningful opportunity to comment upon the environmental effects of the project and the project proponent has agreed to incorporate all changes into the DMEIR as required by the lead agency; NOW, THEREFORE, BE IT RESOLVED that the City Council of the City of Redding, based upon the entire record of the environmental review for the Redding Oasis Center Development, makes the following findings: 1. The FMEIR has been completed in compliance with CEQA. 2. All required notices for the DMEIR and FMEIR were made, and the notices contained the information required by CEQA Guidelines Sections 15082, 15085, and 15807. 3. Public hearings were held which did not present any evidence to change conclusions in the DMEIR. 4. With the exceptions and stipulations regarding the unavoidable impacts referenced above, changes or alterations have been required in or incorporated into the project which avoid or substantially lessen the significant environmental effects as identified in the FMEIR. 5. The changes or alterations are within the responsibility or authority of the City of Redding. 6. The FMEIR represents the City of Redding's independent judgment and analysis. BE IT FURTHER RESOLVED that the City Council of the City of Redding, based upon substantial evidence in the administrative record and EIR-2-02, certifies that the attached EIR-2-02 has been completed in compliance with the California Environmental Quality Act of 1970 (California Public Resources Code Section 21000, et seq.), as amended, and the State guidelines thereto (California Code of Regulations Section 15000, et seq.); that the report reflects the independent judgment of the City of Redding as Lead Agency; and that the information contained in said report, together with any comments received during the public review process, has been reviewed and considered by this Council. I HEREBY CERTIFY that the foregoing resolution was introduced, read and adopted at a regular meeting of the City Council on the 3rd day of May 2005, by the following vote: AYES: COUNCIL MEMBERS: Murray, Pohl eyer, Stegall, and Mathena NOES: COUNCIL MEMBERS: Dickerson ABSENT: COUNCIL MEMBERS: None ABSTAIN: COUNCIL MEMBERS: None 1" '46 HN R. MATHENA, Mayor ATTEST:--, FORM APPROVED: CONNIE STT HMAYER, CLERK RICHARD A. DUVERNAY, 9TY ATTORNEY CITY OF REDDING, CALIFORNIA C C Redding Oasis Center C FINAL MASTER ENVIRONMENTAL IMPACT REPORT RESPONSES TO COMMENTS DOCUMENT - VOLUME I C S C H #2002122045 C C APRIL 2005 U C Ci Douglas Herring &Associates Environmental, Policy, and Planning Services REDDING OASIS CENTER Final Master Environmental Impact Report Responses to Comments Document ' TABLE OF CONTENTS ' Pale Volume I 1. Introduction ......................................................................................................................1-1 2. Executive Summary .........................................................................................................2-1 3. Written Comments and Responses................................................................................3-1 Letter A. State Clearinghouse ..........................................................................A-1 Response to Letter A..........................................................................A-7 ' Letter B. California Department of Fish and Game .....................................B-1 Response to Letter B. ..........................................................................B-5 Letter C. California Native American Heritage Commission .....................C-1 Response to Letter C................................................. C-5 LetterD. Caltrans...................................:.............................................................D-1 Response to Letter D........................................................................D-35 Letter E. Levenson Development (Applicant) ...............................................E-1 Response to Letter E. .........................................................................E-41 Letter F. Cox, Castle &Nicholson LLP....................................:.......................F-1 ' Response to Letter F...........................................................................F-17 Letter G. Diaz Associates...................................................................................G-1 Response to Letter G........................................................................G-13 Letter H. California Trailer and RV and Harrison's Marine........................H-1 Response to Letter H..........................................................................H-3 Letter1. Gail L. Rich...........................................................................................l-1 Responseto Letter I. ............................................................................I-5 Letter J. Krista Stanfield....................................................................................J-1 Response to Letter J..............................................................................J-3 ' Letter K. Gary Anglen D.C........................................................................:.......K-1 Response to Letter K.......................................................................... K-3 4. Oral Comments and Responses.......................................................................................4-1 Transcript of December 14, 2004 Public Hearing...........................4-3 1. Gail Rich Comments......................................................................4-8 2. John Schuler Comments..............................................................4-10 3. Planning Commissioners' Comments.......................................4-12 Response to Gail Rich.......................................................................4-27 Response to John Schuler.................................................................4-30 Redding Oasis Center Final Master EIR i Table of Contents i Response to Planning Commissioners..............................................4-30 5. December 14, 2004 Planning Commission Comments and Responses....................5-1 Comments and Responses to Barry Trippin (BT)..............................5-2 Comments and Responses to Jim Hamilton. (JH)..............................5-4 Comments and Responses to Tim Huckabay. (TH 5-4 Comments and Responses to Commissioner Chapin. (CC)...........5-13 Comments and Responses to Gail Rich. (GR)..................................5-13 Comments and Responses to Carla Bloxham. (CB).........................5-14 Comments and Responses to Parker Pollock. (PP)..........................5-14 Comments and Responses to John Schuller. (JS).............................5-14 Comments and Responses to Scott Wilson. (SW)............................5-15 Comments and Responses to Virgil Weld. (VW).............................5-15 Comments and Responses to Eihnard Diaz. (ED)...........................5-16 Comments and.Responses to Nancy Panks. (NP)...........................5-16 Comments and Responses to Anna Shimko. (AS)...........................5-16 Comments and Responses to Caltrans Letter (CT)..........................5-17 6. Text Changes to the Environmental Impact Report....................................................6-1 7. Index of Comments..........................................................................................................7-1 8. Alternative 3 Comparison Table ....................................................................................8-1 18. Mitigation Monitoring Table (Revised Table 18-1).................................................... 18-1 LIST OF TABLES Table 2-1 Summary of Environmental Effects...................................................2-16 Table 3-1 List of Commenters Letters on DMEIR...............................................3-2 Table 4-1 List of Commenters................................................................................4-2 Table 5-1 List of Commenters at December 14, 2004 Public Hearing..............5-2 u Table CT-1 Redding Oasis Center Phase II Secondary Impacts Matrix............5-19 Table Alt-3 Comparison of Alternative 3 and Proposed Project..........................8-3 Table 18-1 Mitigation Monitoring Table..............................................................18-5 LIST OF FIGURES Fig. 5-7 Mitigated Phase IA + IB Conceptual Lane Configurations..............2-7 Fig. FEIR-1 Phase II Conceptual Interchange Design............................................2-9 Fig. 15-2a Alternative 3,Phase I...........................................................................4-39 Fig. 15-2b Alternative 3, Phases I and II..............................................................4-41 Fig. FEIR-1 Phase II Conceptual Interchange Design............................................5-7 Fig. FEIR-2 Phase II Conceptual Interchange Design Profile...............................5-9 Fig. 15-2a Alternative 3 Phase I ................................. 6-55 `J Fig. 15-2b Alternative 3, Phases I and II..............................................................6-57 ii Redding Oasis Center Final Master EIR r Table of Contents rVolume II Appendix 1. Traffic Addendum rAppendix 2. Alternative 3 Technical Memorandum Appendix 3. Traffix Analysis Description -Project ' Appendix 4. Traffix Analysis Description - Alternative 3 Appendix C (Revised) C-1a Synchro Existing Conditions (49 pages) C-1b HCS Analysis Existing Conditions (13 pages) C-1c HDM Weave Analysis Existing Conditions (5 pages) ' C-2a Synchro Phase lA (79 pages) C-2b HCS Analysis Phase IA (21 pages) ' C-2c HCS Analysis Phase IA with Loop (7 pages) C-2c HDM Weave Analysis Phase IA (3 pages) C-3a Synchro Phase IA &IB (89 pages Rev. 3-25-05) C-3b HCS Analysis Phase IA &IB (21 pages) ' C-3c HDM Weave Analysis Phase IA & IB (3 pages) C-4a Synchro Phase II (91 pages) C-4b HCS Analysis Phase II (21 pages) C-4c HDM Weave Analysis (3 pages) rC-5a Synchro Cumulative+ No Project (49 pages) C-5b HCS Analysis Cumulative + No Project (13 pages) ' C-5c HDM Weave Analysis Cumulative + No Project (5 pages) C-6a Synchro Cumulative +Project (103 pages) C-6b HCS Analysis Cumulative + Project (29 pages) C-6c HDM Weave Analysis Cumulative + Project (5 pages) ' Volume III Appendix 5. Updated Hydrology Analysis Appendix 6. Hazardous Waste Site Closure Letters r Redding Oasis Center Final Master EIR 1 a I Table of Contents (This page intentionally left blank) a i ..a a t I r S y ^"SII p M V ;i 1 1 i I}I 4 ►"V iv Redding Oasis Center Final Master EIR r 1 1. INTRODUCTION r . r The Environmental Impact Report (EIR) for Redding Oasis Center (SCH#2002122045) was prepared by Douglas Herring & Associates, pursuant to the requirements of the California Environmental Quality Act (CEQA), to inform decision-makers of the potential environmental impacts that could occur related to the proposed project. The City of Redding is the Lead Agency for the environmental review of the project and has ' the principal responsibility for approving the project. Written and oral comments received in response to the Draft Master Environmental Impact Report (DMEIR) are addressed in this Final MEIR Responses to Comments Document that, together with the r DMEIR,issued on April 26,2004,constitutes the Final MEIR. As mentioned above, on April 26, 2004 the City of Redding circulated a DMEIR regarding this project for public review and comment in accordance with the CEQA. The DMEIR is intended to inform decision-makers and the public of the possible environmental impacts of the project, to determine whether these impacts could be significant, to identify methods whereby significant impacts could be reduced to a less- than-significant levels, and to discuss possible alternatives to the proposed project. 1 CEQA Guidelines specify that the Final MEIR shall consist of the following: • The DMEIR or a revision of that draft; • Comments and recommendations received on the DMEIR; • A list of persons,organizations,and public agencies commenting on the DMEIR; • The response of the Lead Agency to significant environmental points raised in the review and consultation process;and • Any other information added by the Lead Agency rThis Final MEIR Responses to Comments Document responds to all comments received during the public review period for the DMEIR. It also lists text changes to the DMEIR deemed essential as a result of the CEQA review process. This Final MEIR Responses to Comments Document, together with the DMEIR, constitutes the .Final MEIR for the 1 Redding Oasis Center Final Master EIR 1-1 Introduction project. To that end, the DMEIR is hereby incorporated by reference into this report. The DEIR is available for review at the City of Redding Development Services --� Department located at 777 Cypress Avenue,Redding,California. TIPS ON USING THIS FINAL MEIR RESPONSES TO COMMENTS DOCUMENT The inputs received on the DEIR were written comments, and oral comments from speakers at the June 8, 2004 public hearing on the DEIR. Chapter 3 copies of all written comments received on the Draft MEIR and responses to the significant environmental points in the comment letters. Each comment letter is immediately followed by the responses to the comment letter. Each comment has been labeled with an identification -- number for reference to its response. Comment letters from agencies are included first, followed by a comment letter from the applicant and letters from individuals, private .� organizations,and companies. ' The oral comments are responded to in Chapter 4. Chapter 4 begins the transcript of the public hearing on the project held on June 8, 2004,followed immediately by responses to all the oral comments. Each oral comment has been labeled with an identification number for reference to its•response. Some comments and responses in this document resulted in text that should be changed in the DMEIR. Text with .a line through it " (strAtedwettg4it)is removed from the DMEIR;underlined text is added to the DMEIR. --' Chapter 6 is a collection of all changes in this Reponses to Comments document that result in the changes to the DMEIR. The changes are organized sequentially according to the page in the DMEIR on which the text is changed. Chapter 7, the Index,provides a guide to different topics addressed in this Responses to Comments Document. The bolded and underlined,numbers for a particular topic in the -' index identify responses that substantively address the topic. 1-2 Redding Oasis Center Final Master EIR �* ' ARY 2. EXECUTIVE SUMM 1 This chapter provides a broad overview of the project and the environmental analysis and revisions to the MEIR that have been incorporated into the MEIR in response to the written and oral comments on the Draft MEIR. For additional details regarding specific issues, please consult the appropriate chapters of the Draft MEIR and any modifications to those chapters as identified in the Text Changes to the EIR (Chapter 6 of this document). The Draft MEIR Chapter 3 includes the entire Project Description with all the figures showing site layouts and conceptual elevations. All of the final mitigation measures, as modified by this Responses to Comments Document, are presented in the Revised Table 2-1 (Summary of Environmental Effects) that is presented at the end of this chapter. The Index (Chapter 7) in this document can be used to find the key comments and responses on specific environmental subjects discussed in this Responses ' to Comments Document. This chapter includes the following subsections: • Project Proposal ' • Overview of Revised Traffic Mitigations • Alternatives to the Proposed Project ' • Areas of Controversy • Revised Table 2-1 (Summary of Environmental Effects) 2.1 PROJECT PROPOSAL OVERVIEW As identified in Chapter 3 of the Draft MEIR, this Master Environmental Impact Report (MEIR) evaluates the potential environmental effects of the proposed construction and operation of a regional commercial center on approximately 90 acres of vacant land located in the northeast and southeast quadrants of the interchange of Interstate 5 and ' Oasis Road in Redding, California. The project would include approximately 1,170,000 square feet of floor area for the various uses. The proposed project would be developed in two phases, with Phase I occurring on the portion of the property north of Oasis Road Redding Oasis Center Final Master EIR 2-1 Execartive Summary and Phase II occurring subsequently on the property south. of Oasis Road. Levenson Development("Levenson") is the applicant for both phases. Phase I is proposed on 32.9 acres north of Oasis Road; 15.1 acres are devoted to a large warehouse retailer, referred to generically in this document as "Boxco" (see Chapter 3 of the Draft MEIR, for additional information). Costco Wholesale Corporation and Levenson Development submitted an application for a Use Permit and Sign Permit for 7 the Phase I project on August 8, 2002. Prior to completion of the Draft MEIR, Costco withdrew its participation from the project. For purposes of analysis in this EIR, a Costco-like development (Boxco) is assumed to occur on the Phase I site. The project originally envisioned that Phase IA could be built without the construction of a loop.ramp at the Oasis Road/Interstate 5 interchange (from westbound Oasis Road to southbound I-5) and that Phase IB could be built with additional modifications to the local street network and interchange but before the Oasis Road/Interstate 5 interchange is rebuilt and widened. Phase II has always been predicated upon the rebuilding and widening the Oasis Road/Interstate 5 interchange. Due to revision of the traffic J mitigation measures made in the Final MEIR, what were expected to be subsequent traffic mitigations are now proposed to be implemented earlier with Phase IA (including the.loop ramp at the Interstate 5 interchange). ^` 2.2 SUMMARY OF PROJECT TRAFFIC AND REVISED TRAFFIC MITIGATION MEASURES BACKGROUND Interstate 5 provides regional access to the project site. In the vicinity of the project site Interstate 5 is a six-lane freeway with interchanges at State Route 273, Oasis Road, and J Pine Grove Avenue. Interstate 5 traffic would primarily use the Oasis Road interchange to access the project site. Oasis Road, Twin View Boulevard, Cascade Boulevard, and Akrich Street/Old Oregon Trail are all two-lane roads that provide local access to the project site. The project would include abandonment of the segment of Twin View Boulevard that currently crosses the Phase I site. Although this segment of Twin View Boulevard has very little traffic, it is the only road connecting Oasis Road with residential and commercial properties to the north of the site. Project mitigation `l measures (Mitigation Measures 4-7 and 4-8) provide for access to Twin View Boulevard ...w 2-2 Redding Oasis Center Final Master EIR Pon! i Executive Summary north of the project site (either through building a segment of Churn Creek Road north of Oasis Road or a driveway across the Phase I site that is dedicated as a public street or built to City standards) to address the access issues related to the abandonment of this segment of Twin View Boulevard. The Level of Service (LOS) analysis in the Draft MEIR found that all study intersections ' would operate at acceptable levels under Existing Conditions;. however, the existing roadway network is not sufficient to carry the volume of traffic that would be generated by the project. In addition to the local roads that only have one lane for traffic in each direction, all on- and off-ramps on I-5 in the vicinity of the project site are one-lane ramps. The Oasis Road Bridge over Interstate 5 also has only one lane of traffic in each direction. IThe site is further constrained because Twin View Boulevard (the existing frontage road on the project site) intersects Oasis Road too close to the interchange to operate effectively if the interchange is re-built and widened. Expansion of the interchange would require the intersection of Twin View Boulevard and Oasis Road to be moved to ' the east. Although the project site is constrained by the existing traffic infrastructure, the proposed development is consistent with a long-standing intention by the City of Redding to develop the project site with regional commercial uses, as set forth in the City of Redding 2000 General Plan and the Buckeye Redevelopment Plan. The Oasis Road Specific Plan also is planning for the project site to be developed as a regional rcommercial center consistent with the General Plan. Traffic Analyses The transportation consulting firm TYLin International (TYLIN/CCS) prepared the traffic analyses for the project with input and reviews from the City of Redding Engineering Division and Caltrans District 2. The distribution of project.trips was estimated based on the Shasta County Traffic Model, which is regularly used by the City of Redding. In Responses to Comments on the Draft EIR Traffic chapter (see Caltrans Letter D, and comments at the December 14, 2005.Planning Commission meeting), TYLIN/CCS has re-run the traffic models, including the SYNCHRO traffic model, based Redding Oasis Center Final Master F,IR 2-3 Executive Summary on directions from the Redding Engineering Division and Caltrans. The SYNCHRO re- run includes many refinements to the traffic analyses presented in the Draft EIR (the SYNCHRO model input changes are described in detail in the Introduction to Appendix 1 in this Responses to Comments Document). Some of the key changes included adding the loop ramp to the interchange for Phase I, adjusting the intermediate years of analyses. (to 2006 and 2012), and changing many of the traffic parameters in the ,^ SYNCHRO model. Based on comments on the DMEIR, the following traffic scenarios were updated with the detailed resulted presented in this Responses to Comments Document in Appendix 1 and Revised Appendix C: • Scenario 2: Existing Plus Phase IA • Scenario 3: 2006 Plus Phases IA and IB • Scenario 4: 2012 Plus Phase 1I • Scenario 6: 2025 Cumulative Plus Project In addition to the SYNCHRO files presented in this Responses to Comments Document, _y TYLIN/CCS also updated SIMM TRAFFIC files with the SYNCHRO results, so that the City of Redding Engineering Division and Caltrans could do live micro-simulations of .the project traffic and observe the project traffic with the mitigations in place. The SIMM TRAFFIC files are not compatible with the written reports and therefore are not included in the MEIR. This Responses to Comments Document does contain the results of the updated SYNCHRO analyses, including: Appendices 1, 2, 3, 4, and Revised Appendix C. Appendix 1 includes updated Tables and Figures from the Draft MEIR based on the updated model runs: Appendix 2 includes the detailed traffic results of Alternative 3, the Reduced-Density Alternative. , Appendices 3 and 4 provide trip generation information used for -the project and Alternative 3. Revised Appendix C provides SYNCHRO files and freeway analysis using methods in both the Highway Capacity - Manual and Caltrans Highway Design Manual for the traffic analysis of the project (all scenarios that were analyzed). -- 2-4 Redding Oasis Center Final Master EIR Executive Summary 1 Traffic Mitigation Measures The traffic analyses determined that, without major modification to the roadway network, development of the project would result in unacceptable traffic. The traffic ' mitigations have resulted in a two-phase approach to traffic mitigation measures that would maintain LOS C operation of all intersections in the project area. ' Phase I Roadway Improvements Traffic Figure 5-7 shows the configuration mitigations for the project area for Phase I. In addition to mitigations shown in Figure 5-7, key features of the revised road network are the loop ramp added to the I-5/Oasis Road Interchange, and the signalization of the following intersections: ' • Oasis Road and Cascade Boulevard • Oasis Road & I-5 Southbound Ramps • Oasis Road & I-5 Northbound Ramps • Oasis Road 7 Western Driveway • Oasis Road & Eastern Driveway; and • Oasis Road & Churn Creek Road It is important to note, the updated traffic analysis indicates Phase I cannot be completed before the traffic it generates exceeds the interchange's capacity to maintain acceptable ' levels of service (Impact 5-5). Mitigation Measure.5-5 requires Phase I development be limited in size and type so as not to exceed the trip generation thresholds identified in Mitigation.Measure 5-5. As proposed, the threshold is reached just prior to completion ' of Phase IA. Phase II Roadway Improvements ' Phase II of the project cannot be developed prior to the rebuilding and widening the I- 5/Oasis Road Interchange. At the December 14, 2004 Planning Commission meeting Caltrans expressed concerns about the transition from Phase I to Phase II, concerns that it would be difficult to manage the traffic when rebuilding the interchange. In response to those concerns TYLIN/CCS developed a new conceptual plan for a Phase I.1 :� Redding Oasis Center Final Master EIR 2-5 Executive Summary r. interchange design. That design is presented in Figure FEIR-1 Phase II Conceptual - besign. The purpose of the new conceptual design was to show that there are feasible ways to rebuild the interchange. With the rebuilt interchange, traffic intersections affected by the project could be maintained at a LOS C, which is acceptable for the City of Redding. Caltrans has previously conducted a Design Study Review in 1996 that reviewed several possible designs for rebuilding the interchange. At that time Caltrans identified Alternative I as their preferred design. Neither the conceptual design by TYLIN/CCS nor_ Caltrans preferred Alternative I can be approved by the City of Redding. Any design of the rebuilt interchange would have to be approved by Caltrans through the Project Study Report (PSR) process. The MEIR considers the conceptual design by y TYLIN/CCS for determining potential secondary impact that would occur with construction and operation of the Phase II interchange improvements. 2.3 REVISIONS TO REDUCED-DENSITY ALTERNATIVE 3- A summary of Alternatives is provided in the Draft MEIR Summary Chapter 2. The Response to Comment Document includes some revisions to Alternative 3 (Reduced- Density Alternative). Alternative 3 has been modified so that the first phase of y development (Phase I) would be developed south of Oasis Road. Alternative 3, as ^ revised, and its impacts are described below. Alternative 3 — Reduced-Density Alternative. The Reduced-Density Alternative has been modified in this Responses to Comments Document (see Figures 15-2a and 15-2b as included in Response to Comment 3-16 in this Responses to Comments Document). It t is similar to the project site plan with the following modifications: ^ • The intensity of the site use (both Phase I and Phase II) would be reduced to a Floor Area Ratio (FAR) of 0.25. The Redding General Plan identifies 0.25 as the average FAR used for commercial land use forecasts in the General Plan. • Alternative 3 would propose Phase I be constructed on the south side of ^ Oasis Road and consist of 310,000 square feet of regional commercial uses (the traffic study analyzed 250,000 square feet of shopping center and a 60,000 square foot multiplex theater). 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""e_i- •\ -! 1 1"l� .I::c'' _ '��f y R s -`•,i` eco e.:, S 5].,c jN'•_._' ''� re +c , I� ...\ , I'6 ✓,�i 1 !� ;' �...�� _E fJ '_ r ter., 'r•. - St IIrco j' y ' ' `'>�`,,G;".;,_._.(�gip':-^1_qX".Jyl; _ I I•'�I II I I. I;.�', o `..i�'�,•._;' " ra;^ I �., �� '1� .,t '� '`�_t �!;�_ '1 .r`H,�_ ! If;rt, I I;r �-��\ /::.r%'�'�� 1 c•r4 -tw \_a,ny � {`.' r�.,.,.; V r-JJ.J I1^ II \,\\� ^7(t ,_ (— ?J,v,•_ 1 .t _ f � Sr,. .i, ,« •-S a,'"i ,r' "Li k Imo!=_,...._r'� l,i;,' atr '•i'( y�- ,cc 1 ) ` r'a.; :cr.., I� •µ }I" d1 1 ._•. ,Lv,.+...,.r L'i .,) \\.• o I �:'� '= n�� \ r l I 1 tl c3n.r'-._'�� '�t'., t a„ .�(, �'Yo-,.,w - 1....,, t� ^ -� III 4:,%.n /,/� ,�S�;^'•.1 1�.. �•,J 1 1. _ ) r /,J-`'_''^l, - � �.r.. f• '' ',.�,'r�..,.-„� 1,,;� Drawing: P:\02040\Masters\OSphose2alt2.dwg Layout: Layoutl Feb 14, 2005, 12:50pm f Execittim Stomnnary ' the north and south sides of Oasis Road consisting of 320,000 square feet of ' regional commercial uses north of. Oasis Road and 277,000 square feet of regional commercial uses south of Oasis Road (see Figures 15-2a and 15-2b -- as included in Response to Comment 3-16 in this Responses to Comments Document). This alternative would result in reduced impacts as compared to the project on land use and planning, transportation/circulation, air quality (the air quality impacts would still be significant and unavoidable), noise, hydrology and water quality (one hydrology impact would still be significant and unavoidable), public services, and utility systems and services. One storm drainage impact would still be significant and unavoidable. '. Impacts related to biological resources, cultural resources, aesthetics, and hazards and hazardous materials would be comparable to those of the project. 2.4 AREAS OF CONTROVERSY _ ' Areas of controversy identified in the Draft MEIR included: ' • Traffic, • Salt Creek buffer areas, and Consistency with the Oasis Road Specific Plan. The Index (Chapter 7) identifies the location of specific comments and responses on these issues that are included in this Responses to Comments Document. ' Recirculation. Another area of controversy that surfaced in comments on the Draft MSIR and also during the December 14, 2005' Planning Commission meeting was ' recirculation. Recirculation would require that the EIR, or portions of the EIR, be circulated to the public for an additional comment period. ' Commenters have raised concerns that the Final Master Environmental Impact Report (the "MEIR") needs to be recirculated due to: revisions to the timing and extent of ' certain traffic mitigation measures, the potential increase in the scope of wetlands affected by the project, an analysis of the project's social and economic impacts, and ' modifications to the Reduced Density Alternative (Alternative 3). As discussed below, none of the above issues is new nor do they raise a new significant environmental impact. As such, the MEIR is not required to be recirculated. Redding Oasis Center Final Master EIR 2-11 Execntive Summary In Laurel Heights Improvement Association of San Francisco, Inc. v. The Regents of the University of California, 6 CalAth 1112, 1130 (1993), the California Supreme Court ruled that an EIR for a proposed biomedical research facility did not have to be recirculated due to, among others, new noise studies, new studies of potential toxic emissions, and an expanded analysis of project alternatives. Although the final EIR at issue in that case consisted of more than 2,000 pages, the Court nonetheless ruled that is did not have to be recirculated because it did not contain significant new information. In response to the Laurel Heights case, section 15088.5 was added to the CEQA Guidelines explaining that an. EIR needs to be recirculated in the following instances (CEQA Guidelines §15088.5(a)): (1) A new significant environmental impact would result from the project or from a new mitigation measure proposed to be implemented. (2) A substantial increase in the severity of an environmental impact would result unless mitigation measures are adopted that reduce the impact to a level of insignificance. (3) A feasible project alternative or mitigation measure considerably different from others previously analyzed would clearly lessen the significant environmental impacts of the project, but the project's proponents decline to adopt it. (4) The draft EIR was so fundamentally and basically inadequate and conclusory in nature that meaningful public review and comment were precluded. Conversely, recirculation is not required when the changes merely clarify, amplify, or make insignificant modifications to an adequate EIR. CEQA Guidelines § 15088.5(b). The December 9, 2004 letter submitted by Caltrans to the City states that the MEIR needs to be recirculated due to revised traffic mitigation measures that are the result of -� revisions to the traffic analysis in Responses to Comments received by Caltrans and the City on the Draft MSIR. In pertinent part, the revised mitigation measures require a one-lane loop on-ramp from westbound Oasis Road to southbound Interstate 5 in connection with development of Phase I of the project and a reduction in Phase I project density through adherence to trip generation thresholds (refer to MEIR Mitigation 2-12 Redding Oasis Center Final Master ETR Executive Sunnnary ' Measures 5-1 and 5-5). As discussed below, neither measure triggers recirculation of ' the MEIR. Caltrans contends that construction of the loop on-ramp would require additional right- of-way and thus involve construction on parcels identified as hazardous materials sites. The proposed Phase I loop on-ramp is likely located entirely within the Caltrans right- of-way. Even if the additional right-of-way were necessary, however, the affected parcels have been fully remediated and thus no longer qualify as hazardous waste sites. Thus, any potential impacts associated with placement of the 1-5 SB off-ramp on these properties would be less than significant. In addition, as Caltrans itself acknowledges in- its riits letter, further detailed environmental review of the proposed on-ramp will be required in connection with Caltrans' approval of the project. Caltrans also requests that MEIR be recirculated due to newly added mitigation measures addressing the potential impact of queuing on westbound Oasis Road at the I- 5 northbound on-ramp under the 2006 plus project Phase IB scenario. The analysis of Phase IB conditions was updated in the MEIR in response to Caltrans' comments on the ' Draft MEIR to reflect potential queuing impacts on Oasis Road. Although the determination of whether a project may have significant traffic impacts is typically based on the effect that the resulting traffic will have on the levels of service ("LOS") at area intersections and not on queuing on particular stretches of roadway, the MEIR nonetheless conservatively concludes that under the 2006 Plus Phase IB scenario, Oasis Road would experience significant queuing in the westbound direction at the intersection of the 1-5 northbound ramp during the weekday PM peak hour and the Saturday midday peak hour (Traffic Impact 5-5). The critical point though is that this "impact" is not new. The Draft MEIR had already disclosed that queuing on the westbound approach of the intersection of Oasis Road and I-5 northbound ramps would block the intersection of Oasis Road & Twin View Boulevard under the Existing Plus ' Phase IA Scenario and that the southbound approach of the intersection of Oasis Road and Eastern Driveway would operate at LOS F during the Saturday midday peak hour under the Existing Plus Phase IB Scenario (Draft MEIR, Impact 5-1 and Impact 5-5). Thus, at most, the queuing on Oasis Road as a result of Phase IB conditions amounts to an increase in the severity of an already disclosed impact. In response, detailed analyses were performed to determine trip generation thresholds that would mitigate the Redding Oasis Center Final Master EIR 2-13 Execactive Summary queuing impact to a less than significant level. The MEIR now includes Mitigation Measure 5-5 - requiring a reduction in Phase I project trips so that project traffic levels are maintained at or below specified thresholds — which reduces this impact to a less than significant level. Since the incremental queuing "impact" would be reduced to a level of less than significant by mitigation measures added to the MEIR and agreed to by the project applicant, the MSIR need not be recirculated (see CEQA Guidelines §15088.5(a)(2)). Commenters also contend that the project's potential to impact an additional 0.1 acre of wetlands as a result of the proposed improvements to the I-5/Oasis Road interchange and Churn Creek Road triggers the need to recirculate the MEIR. The project's impact to wetlands is not new. It was fully disclosed and addressed in the Draft MEIR in Impact 8-3. Moreover, an additional 0.1 acre (or approximately 4,300 square foot) impact to wetlands does not constitute a "substantial" increase in the severity of the impact. In fact, almost all of the potential area of impact consists of two maintained drainage ditches. The Draft MEIR identifies the total disturbance of wetlands (0.743 acres) and other waters of the United States (0.598 acres) to be 1.341 acres. Disturbing an additional 0.1 acres of wetlands would not substantially increase the severity of Impact 8-3. Furthermore, even if this slight possible increase in wetland disturbance were to constitute a substantial increase, the MEIR contains Mitigation Measure 8-3(a) that will reduce the impact to a less than significant level. Since there is no substantial increase in the severity of an environmental impact and any increase will be mitigated by measures already within the MEIR, recirculation is not required. In addition to the added traffic measures, commenters contend that recirculation of the MEIR is needed because it includes a modified alternative (i.e., the reduced density alternative) that reduces the project's traffic impacts. A revised alternative that reduces project impacts only triggers the need for recirculation if the project proponent declines to adopt it,which is not the case here. Commenters also state that recirculation is required due to new information pertaining to economic and social effects, that were added to the MEIR in response to the comment by Diaz Associates (Comment G7). This information does not disclose a new significant environmental impact or a substantial increase in the severity of a previously identified environmental impact. Rather, it explains that the project will produce no significant 2-14 Redding Oasis Center Final Master EIR Executive Sumnzary environmental impacts as a result of any potential social and economic impacts. As such, the addition of this information clearly does not compel recirculation of the EIR. In short, the MEIR does not disclose any new significant environmental impacts nor does the MEIR disclose a substantial increase in the severity of an environmental impact that is not adequately addressed by mitigation measures agreed to by the project proponent. Therefore, none of the proposed revisions to the MEIR trigger the need to recirculate the MEIR. All of the final mitigation measures, as modified by this Responses to Comments Document, are presented in the Revised Table 2-1 (Summary of Environmental Effects) that is presented starting on the next page. See Chapter 6 of this Responses to Comments Document to see how any of the Impacts or Mitigation Measures have been modified from the recommendations in the Draft MEIR. Redding Oasis Center Final Master EIR 2-15 s Fa{ g 8x' A'.aa's�f§ guy �`�d'3W � stBre�3tq{ §S Vl V� VJ Q Q Iz i i p Q v Q) 1Y as i P #r`x4ry' rani{ ; ' ,� c-•a X .p i •-" V rm-+ ce O C Q) O O O cu V rn ti. 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The responses emphasize issues related to the adequacy of the EIR in identifying and analyzing the possible environmental impacts of the project and possible approaches for avoiding or mitigating these impacts. ' Some comments include issues that are not related to the adequacy or contents of the DMEIR. Detailed responses have not been prepared for these comments, but they are acknowledged in this document. Because all the comments received regarding the DMEIR are reproduced herein, they are part of the Final MEIR for this project. Comment letters from agencies are included first, followed by a comment letter from the applicant and letters from individual and private organizations. Each comment letter ' has been assigned a letter (e.g., "A"), and each comment has been assigned a number. Therefore, a unique descriptor, consisting of a letter coupled with a number, applies to each comment and response. For example, "response AV refers to the response to the first comment letter A. These descriptors appear on each letter to indicate what text is considered part of each comment. In responding to some of the comment letters, it was necessary to make revisions to the text of the DMEIR. In these instances, the page number where the text is revised has been provided. Additions to the DMEIR text are shown in underline, while strikethrough lines note deletions to the text. Redding Oasis Center Final Master EIR 3-1 Written Connnents and Responses Table 3-1 List of Comment Letters on DMEIR - F yyry i �11C11V#C� l Q r�9# t?Taa IIr f1l #OF x afvt33 � DsI�E' A Terry Roberts State of California June 10,2004 Governor's Office of Planning and Research State Clearinghouse and Planning Unit B Donald B. Koch State of California-Resource Agency June 8,2004 California Department of Fish and Game C Carol Gaubatz Native American Heritage Commission June 1,2004 D Donald L. Anderson,P.E. CALTRANS-State of California- June 8,2004 Business,Transportation and Housing Agency Department of Transportation E Donald Levenson Levenson Development June 11,2004 F Margo N. Bradish Cox,Castle,&Nicholson,LLP. June 15,2004 -- G Eihnard F. Diaz, AICP Diaz Associates June 15,2004 H Carla J.Blake California Trailer RV June 3,2004 Harrison's Marine I Gail L. Rich Area Resident June 15,2004 J Krista Stanfield Area Resident May 11,2004 K Gary Anglen,D.C. Area Resident June 28,2004 3-2 Redding Oasis Center Final Master EIR s '4 or rho tCaF PMN/ r STATE OF CALIFORNIA LETTER o s Governor's Office of Planning and Research State Clearinghouse and Planning Unit orcu�w Arnold Jan Boel Schwarzenegger Acting Director Governor ' June 10, 2004 fim Wildauer City of Redding 777 Cypress Avenue Redding• CA 96001 Subject; Redding Oasis Center SCH tf: 200212?04 5 Dear Jin, Wildauer: The State Clearinghouse submitted the above named Draft EIR to selected state agencies for review. The review period closed on June 9, 2004, and no state agencies submitted comments by that date. This letter acknowledges that you have complied with the State Ctearinghouse review requirements for draft ' environmental documents, pursuant to the California Environmental Quality Act. Al Please call the.State Clearingliouse at(916)445-0613 if you have any questions regarding the ' environmental review process. If you have a question about the above-named project, please refer.to the ten-di„it State Clearinghouse number when contacting this office. Sincerely, ” i 1`erry Roberts Director. State. Clearinghouse 1400 TENTH STREET`P.O.BOX 3044 SACR"IENTO.CAt._tF012.11A 95812-3074 A-1 4 STATE OF C.AL'IFORNIA � Governor's Office of Planning and Research and s' State Clearinghouse and Planning Unit0' °� Arnold Jan Boel Schwaraenegger Acting Director Governor w June 14, 2004 Jim Wildaucr City of Redding .777 Cypress Avenue Redding,CA 96001 Subject: Redding Oasis Center _ SCH#: 2002122045 Dear Jim Wildauer: The enclosed continent(s)on your Draft EER was(were) received by the State Clearinghouse after the end of the state review period, which closed on hme 9,2004. We are forwarding these comments to you because they provide information or raise issues that should be*addressed in-your final environmental document. A-2 The California Environmental Quality Act does not require Lead Agencies to respond to late comments. However, we encourage you to incorporate these additional eormnents into your final environmental document and to consider them prior to taking.final action on the proposed project. Please contact the State Clearinghouse at(916)445-0613 if you have any questions concerning the environmental review process. If you have a question regarding the above-named project,please refer to the ten-digit State Clearinghouse number(2002122045)when contacting this office- Sincerely, Terry Roberts -- Senior Planer, State Clearinghouse n Enclosures cc: Resources Agency t. 1400 TENTH STREET P.O.BOX 3044 SACRAMENTO,CALIFOt2h1IA 958)2-3044 TEL(916)445-0613 FAX(916)323-3018 www.opr.ca.gov +w A-2 Document Details Report State Clearinghouse.Data Bas SCH# 2002122045 Project Title Redding Oasis Center Lead Agency Redding,City or Type EIR Draft EiR Description The proposed project is a regional commercial center on approximately 90 acres of vacant land located in the northeast and southeast quadrants of the interchange of Interstate 5 and Oasis Road in Redding,California. The project would include approximately 1,170,000 sq, ft. of floor area for the various uses. The proposed project would be developed in two phases.with Phase 1 occurring on the portion of the property north of Oasis Road and Phase 11 occurring subsequently on the property south of Oasis Road. Levenson Development("Levenson")is the applicant for both phases. Lead Agency Contact Name Jim 11/ildauer Agency City of Redding Phone 130 225-4020 Fax email Address 777 Cypress Avenue City Redding State CA Zip 96001 Project Location County Shasta City Redding Region Cross Streets Oasis Road east of 1-5, Redding, California Parcel No. All or portions of parcels:074-140-002, 074-150-001, -002. -003, -004, -005, -006, -007, -008, Township 32N_ Range 4W Section 7 Base MOM Proximity to: Highways I-5, SR 273 Airports Railways Union Pacific, Amtrack Waterways Salt Creek, Churn Creek Schools Live Oak, Buckeye Elementary, Bethel Christian Land Use Undeveloped I RC (Regional Commerciat)/ RC(Regional Commercial), GC(General Commercial), GWY (Greenway) Project issues /Aesthetic/Visual; Air Quality;Archaeologic-Historic; Drainage/Absorption; Flood Plain/Flooding: Forest land/l=ire Hazard; Geologic/Seismic; Noise; Public Services;.Schools/Universities; Sewer Capacity; ' Soil Erosion/Compaction/Grading:Wildlife; Wetland/Riparian; Water Supply; Water Quality; Vegetation; Traffic/Circulation;Toxic/Hazardous; Solid Waste; Growth Inducing; Larlduse; Cumulative Effects Reviewing Resources Agency; Department of Fish and Game, Region 1: Department of Forestry and Fire Agencies Protection: Office of Historic Preservation; Department of Parks and Recreation; Department of Water Resources: California Highway Patrol; Caltrans, District 2; Regional Water Quality Control Bd., Region 5(Redding); Native American Heritage Commission;Public Utilities Commission; State Lands Commission Date Received 04/26/200.1 Start of Review 04/26/2004 End of Review 06/09/2004 A-3 Notice of Comolle$egn Form A See NOTF.irelota Mail to:State Clearinghouse, 1400 Tenth Street, Sacramento;CA 95814 916/445-0613 SI CH# 2002122045 Project Title: Redding Oasis Center Lead Agency: City of Redding—Development Services Department Contact Person: Jim Wildauer -- Street Address: 777 Cypress Avenue Phnnc: (530)225-4020 City: Redding Zip:96001 County: Shasta County - - -- -- -- - - ------------ -- -- --------------- -------- -- ---------- -- --- -- -- ------- - Project Location Address; Oasis Road east of 1-5. Redding,California County: Shasta County City/Ivcarest Community:Redding Cross Suects! Oasis Road/1-5,Redding, Total Acres: Approximately 90 acres All or portions of Parcels 073-- 140-002;074-150-001,--002, --003,-004,-005, -006,-007, Assessor's Parent —008,and-043;and 074•-160-- No. 003,—006,—007, and—008. Section: SE Y of Scc. 7 Twp. 32 N Range: 4 W Base: Nit.Diablo Within 2 Milcs: state Hwy r.: 1-5 and SR 273 Waicrways: Salt Creek, Churn Creek Airports: none Railways: union Pacific/Amtrak. Schools: Live Oak,Buckeye Elementary, Bethel Christian Document Type n [� - n C'EQA: I (NOP I ISupplement/Subse t� �N�PP17 Other: Point Document (Cady Cons I iEiR(Prior SCI N ) `final Document 1 IN I b I ft IS I other ii '' eg Dec thcr {.(Draft FFR FON,I LL��^^''"11II11 STATE CLEARING H E Local Action Type PGeneral Platt Update nspecific Plan t Rezone nnexalion I (General Plan Amendment I IMaster Pian I (Prezone I (Redevelopment (General Plan Element i (Planned Unit Development `XiUse Permit ( Coastal Permit IICommunit.y Plan I (Site Plan I ILand Division(Subdivision, I IDther Grant Application Parcel Mau:Tract Man,etc.) Development Type n . (Residential Units Acres nater Faci(ities: Type MGD I�ffice: ST.fl. Acres Employees I hansportation: Type IXICommercial: SO.fi. 1;170,000 Acres 90 Employees I (Mining: Mineral I +htdusinal: Sq.ft. Acres Employees I (Power: 7 pr. Watts (Educational I (Waste Ticatment: Type I (Recreational ( Itla¢ardous Waste; Type I011ier: ------- -- ---------- ----- -- ----- --- - --- ------------- -------- - ----- -- - ---------- Project Issues Discussed in Document ]n(AcsthelicNisual nFloodPlain/Flooding RSchools/Universities R Water Quality I (Agricultural land IXIForest.l and/Fire Hazard I (Septic Systems Mwater Supply/Groundwater IXiAir Quality IXIGcologic/Seisill ic IXISewer Capacity W",ctiand/Riparian iX`Archeo)ogicaOlistorical I IMinerats (XISoil Erosion/Compaction/Grading Wildlife A-4 r 13413rainage/Absorption I `Popufat ion/HOtis ing Balance WToxic/Hazardous {XIL.•md Use I Economic/.fobs Iy�Puhtic Services/Facilities 1XI'l raffic/C'ircuiation I*-mutative Effects iFiscal f lRecreatinn/Parks WVegetalion Other Present Land Use/Zoning/deneral Plan Use Undeveloped/RC(Regional Commercial)/RC(Regional.Commercial), GC(General Commercial),GWY(Greenway) Project Description: The proposed project is a regional commercial center on approximately 90 acres of vacant land located in dic northeast and southeast quadrants of the interchange of Interstate 5 and Oasis Road in Redding, California. The project would include approximately 1,170,000 square feet of floor area for the various uses. The proposed project would be developed in two phases, ' with Phase I occurring on the portion of the property north of Oasis Road and Phase II occurring subsequently on the property south of Oasis Road. Levenson Development("Levenson") is the applicant for both phases. Phase I is proposed on 32.9 acres; IS.I acres would he devoted to a large warehouse retailer,referred to generically as`Boxco". Phase I is divided into Phases IA and 113. Phase iA would occur first and includes the Boxco Warehouse that would be on the western half of the project site north of Oasis Road. Phase IA would also include two pads for fast foods that are adiacent to Oasis Road on the eastern half of the Phase I site. Phase IB is basically the eastern portion of the Phase I site,with the exception of the I two fast food pads mentioned above that are part of Phase]A. The total area for buildings in Phase I is approximately 320,000 square feet. The Boxco development would include a 143;463—square—foot Boxco Warehouse, a 5,200—square--foot tire center, and a fueling station with four islands and 16 fueling positions. IPhase 11 is proposed as 850,000 square feet of commercial uses-on approximately 53.9 acres of land south of Oasis Road. Although Levenson has not yet subtnined'an application for the Phase II project,the conceptual Phase 11 project would consist of commercial uses, including large--format(i.e., "big box")retail, shops,pads,.and associated uses along with landscaping, I driveways,pedestrian walkways, and parking. Phase II would also include a fuel station. Like Phase 1.the Phase II development would include at least 15,000 square feet of public plaza space that would incorporate a water feature,benches,and landscaping. NOTE:Clearinghouse wit)assign identification numbers for all new projecis.if a SCH number already exists for a prQiect(e.g.from a Notice of Preparation or previous (lrafl document)please fill it in. Revised fJcrobcr 1989 Reviewing Agencies Checklist Key ' S=Doctunent sent by lead agency Resources Agency X=Document sent by SCH Boating&Waterways T=Suggested distribution ' Coastal Comn-&sion Coastal Conservancy Colorado River Board Environmental Affairs i Conservation Air Resources Board T Fish&Game T APCD/AQMD T Forestry California Waste Management Board Office of Historic Preservation SWRCB:Clean Water Grants iParks&Recreation SWRCB: Delta Unit Reclamation SWKB: Water Quality S.F. Bay Conservation&Development Commission SWRCB: Water Rights I T Water Resources(DWR) T Regional WQCB# ( ) Business, Transportation & Housing Youth &Adult Corrections Aeronautics Corrections California Highway Patrol independent Commissions &Offices T CALTRANS District# 2 Energy Commission Department of Transportation Planning T Native American Heritage Commission I Housing&Community Development Public Utilities Commission Food &Agriculture Santa Monica Mountains Conservancy Health &Welfare State Lands Commission A A-5 General Services Other OLA(Schools) Public Review Period(to be filled in by lead agency) ry Starting Date i✓nduig Date litho. lID 7iOC SignRttue Date . UL-oil ---------------- ---------------------------- ----- -------- Lead Aaency.(Complete If applicable) For SCH Use Only. Consulting Firm: Douglas Herring R Associates Date Received at SC14 -, Address: 1331 Linda Vista Avenue Date Review Starts City/Statemp: El Cerrito,CA 94530 Date to Agencies Contact: Douglas Herring I Date to SCH Phone: ( 5)0 ) 237.2233 (Clearance Date Levenson.Development Applicant. Mr. Donald Levenson Address: 1901 Avenue of the Stars, Suite 1900 cit;-/State/zip Los Angeles,CA 90067 Phone: ( 310 j 902-0550 ei,• r3&f 1269 A-6 %M« Responses to Letter A: State Clearinghouse Responses to Letter A: State Clearinghouse Al. Comment noted.. The Governor's Office of Planning and Research acknowledges that the City of Redding has complied with the State Clearinghouse review requirements for draft environmental documents, pursuant to CEQA (State Clearinghouse#2002122045). A2. Comment noted. The City of Redding will reply to the comment letter from Caltrans that was received late at the State Clearinghouse. Caltrans did submit their comment letter directly to the City of Redding prior to the close of the Icomment period. 1 1 Redding Oasis Center Final Master EIR A-7 Responses to Letter A: State Clearinghouse (This page intentionally left blank) A-8 Redding Oasis Center Final Master EIR w LETTER B State of California—The Ra �ces A enc ARNO 'CHWARZENEGGER, Governor i DEPARTMENT ( AND GAME http://www.dfg.c,3.gov (; _ 601 Locust Street Redding, CA 96001 (530) 225-2363 June 8, 2004 ' Mr. Jim Wildauer Planning Division City of Redding . 777 Cypress Avenue Redding, California 96001 r Dear Mr. Wildauer: ■ Redding Oasis Center The Department of Fish and Game (DFG) has reviewed the City of Redding's (City) April 2004 draft master environmental impact report (Draft EIR) for the subject project. The project proponent has requested approval for the construction and operation of a commercial center located on approximately 90 acres of vacant land next to the Interstate 5 interchange at Oasis Road. On February 10, 2003, DFG provided initial comments regarding this project in a response to the City's notice of preparation (NOP). We have reviewed the Draft EIR and offer the following comments on the project in our role as both a trustee and responsible agency. Special-Status Fish Species The document references a conversation between the project proponent's biological consultant, North State Resources (NSR), and DFG Environmental ' Scientist Bob Williams in which Mr. Williams indicated that he did not think Salt Creek (Creek) or the intermittent creek which flows through the project site 61 provided suitable spawning or rearing habitat for anadromous fish (Page 8-26). As promised during the conversation, Mr. Williams followed up on a request for Salt Creek information with DFG's Fisheries Biologist Steve Baumgartner then called NSR and informed them that what he had thought to be true was indeed correct. Mitigation Measure 8-3 Mitigation for Loss of Jurisdictional Wetlands Under a) the document states that "off-site mitigation shall include purchasing credits at an approved mitigation bank (i.e., CDFG's Hawes Ranch Mitigation Bank and/or Cottonwood Creek Mitigation Bank)." Please correct the B2 document to indicate that the Hawes Ranch Mitigation Bank is not owned by DFG but is privately held and its correct name is the Stillwater Plains Mitigation Bank. This.same information is presented in Table 2-1 (Page 2-44) and should also be corrected. Conserving California's Wiffife Since 1876 Mr. Jim Wildauer r June 8, 2004 Page Two Under c) the Final EIR states "The final design of the drainage channel or enclosed pipe along the north property line shall fully meet the requirements of the Streamed Alteration Agreement with the CDFG. CDFG has indicated that to the extent feasible this drainage channel should be open and be vegetated to support wildlife" (Page 8-41). During discussions between DFG, the project proponent, and his consultants, we suggested the created northern drainage 63 channel be designed as a natural appearing stream channel. Under d) the document describes the design of the drainage channel along the northern property line to be 10 to 12 feet wide with a concrete bottom and sloped earthen sides, appropriately landscaped, with a 12-foot-wide all-weather surface maintenance road on the top of the north bank. Additional discussions will be required between the project proponent, City of Redding (City), DFG, and U.S. Army Corps of Engineers regarding the final design of this drainage structure. Impact 8-5 Potential Adverse Impacts to Salt Creek The Draft EIR states that no riparian habitat exists along Salt Creek within B4 the project site and that there is a low potential to recruit riparian habitat (Page 8- 44 and 45). The DFG strongly disagrees with this statement. The document proposes a reduction in the 50-foot bank setback recommended by DFG and the City's General Plan Policy NR6D, stating that the setback should be reduced to a 25-foot buffer pursuant to the guidelines of both agencies. Salt Creek is a tributary to Chum Creek which is a direct tributary to the Sacramento River. Impacts to Salt Creek can have both a direct and indirect impact on listed and nonlisted species downstream of the project site. During a site visit by DFG staff, the project proponent, and his consultants, the project area along Salt Creek was B5 walked and the possibility of reducing the recommended 50-foot development setback along the west bank was discussed. At that time, DFG staff agreed that there were many areas along the creek where, with appropriate mitigation, reduction of the setback could be made without any adverse biological impact. The mitigation measures discussed included the establishment of a 75 to 100- , foot development setback on the east side of Salt Creek with vegetation enhancements within the setback area along both sides of the Creek to help protect water quality, replace some of the habitat lost due to project development, and improve movement corridors for wildlife. Because any reduction in the recommended 50-foot development setback has the potential to impact biological resources, mitigation should be included to reduce this _ potential. DFG staff is available to help in the development of these measures. Also, prior to final project approval, the project proponent should be required to include, in the final plans, a detailed drawing of the proposed setback distances along the Creek. DFG will require a copy of this drawing when the project Bs proponents notify us to request a streambed alteration agreement pursuant to Fish and Game Code 1602. B-2 Mr. Jim Wildauer June 8, 2004 Page Three r impact 8-6 Potential Adverse Impacts to Intermittent Creek South of the Phase II Area In our comment letter to the City's NOP, DFG requested the Draft EIR include an analysis of potential off-site impacts downstream of the project site as a result of the diversion of the on-site intermittent creeks. This analysis was not included because implementation of Mitigation Measure 8-6 will result in downstream flows "somewhat similar in magnitude to existing.discharge.rates" (Page 8-46). Under "OPERATIONAL IMPACTS" Phase I (Page 10-14)the document states "The proposed project includes a drainage channel (either open B� or piped) along the northern boundary of the Phase I area, as shown on Figure 10-2. Upstream flows in the intermittent stream, described in 10.2 Setting, Existing Hydrologic Features, above, would be diverted directly to Salt Creek by this channel." Mitigation Measure 10-2 states "The project sponsor shall design and construct the proposed storm drainage channel leading to Salt Creek, along the northern boundary of the Phase I site, to accommodate a 100-year storm." The described flow of water off of the site under "OPERATIONAL IMPACTS" and Mitigation Measure 10-2 should be revised to be consistent with Mitigation Measure 8-6 since all the water flowing off of the project site will not be diverted into Salt Creek. If you have any questions or comments regarding this matter, please contact Environmental Scientist Bob Williams at the letterhead address or telephone (530) 225-2365. Sincerely, DONALD B. KOCH Regional Manager cc: Messrs. CraigMartz, Bruce Webb, Mr. Matt Kelley Y and Bob Williams Sacramento District Department of Fish and Game U.S. Army Corps of Engineers 601 Locust Street 152 Hartnell Avenue Redding, California 96001 Redding, California 96002 Mr. Will Ness Sacramento District U.S. Army Corps of Engineers 1325 J Street Sacramento, California 95814-2922 B-3 Responses to Letter B: California Department of Fish and Game (This page intentionally left blank) B-4 Redding Oasis Center Final Master EIR rResponses to Letter B: California Department offish and Game Responses to Letter B: California Department of Fish and Game B1. Comment noted. Neither Salt Creek nor the intermittent creek provides suitable spawning or rearing habitat for anadromous fish. r B2. Page 8-40, first paragraph of Mitigation Measure 8-3(a), first sentence is hereby revised to read as follows (insertions underlined, deletions shown strikethratto): iSince onsite mitigation is not considered feasible, off-site mitigation shall include purchasing credits at an approved mitigation bank (i.e., Hawes eek—Stillwater Plains Mitigation Bank and/or CDFG's Cottonwood Creek Mitigation Bank or CDFG's Battle Creek Riparian Mitigation Site) at the following ratios ... Pages 2-44, and 18-31, Mitigation Measure 8-3(a) is hereby revised to read as follows (insertions underlined, deletions shown in strip): Since onsite mitigation is not considered feasible, off-site mitigation shall include purchasing credits at an approved mitigation bank (i.e., Hawes Sieh Stillwater Plains Mitigation Bank and/or CDFG's Cottonwood Creek Mitigation Bank or CDFG's Battle Creek Riparian Mitigation Site) at the following ratios.... '. B3. DFG identifies various agencies that will be involved in discussions of the final design of the drainage channel. In further discussions with DFG they indicated that if there are good reasons not to vegetate the drainage channel to support wildlife they would not require it(Bob Williams,personal communications). The City thinks there are good reasons for a drainage channel that is not vegetated; primarily so that storm water could move through the site as rapidly as possible. As identified in the Hydrology analysis, stormwater moving rapidly across the site would be preferred. Detention at this site would increase peak storm flows. B4. The habitat assessment was conducted by Erich Fischer, Wildlife Biologist with Environmental Science Associates (as noted on page 8-7) of the Draft MSIR. In, further communication with DFG, they agreed that the existing amount of r Redding Oasis Center Final Master EIR B-5 Responses to Letter B: California Deparbnent of Fish and Game riparian habitat is minimal and that there is not a continuous riparian corridor for wildlife movement through the area. The statement that there is "no riparian habitat" needs to be in full context which is that there "is no riparian habitat that would extend the buffer area, ...." The only riparian buffer area identified on Salt Creek is north of Oasis Road and it is inside the bank of the creek. Therefore the creek bank is the determining point for the buffer, the minimum 25-foot setback from Salt Creek becomes a 25-foot setback for the small riparian area north of Salt Creek. " B5. It should be noted that overall a 50-foot average buffer is established along Salt Creek, for the areas north of Oasis road and south of Oasis road. Based on DFG comments, page 8-45, Mitigation Measure 8-5, is hereby revised as follows (insertions underlined, deletions shown in�'•�' �}''• a''): Mitigation Measure 8-5 The applicant shall consult with DFG regarding appropriate vegetation within the buffer area and provide the flnal plan for Citic approval. Page 2-47 and page 18-35, Mitigation Measure 8-5, is hereby revised as follows (insertions underlined, deletions shown in strikethrough): Mitigation Measure 8-5 Nene The applicant shall consult with DFG regarding appropriate vegetation within the buffer area and provide the final plan for City approval. Page 18-35 for revised Mitigation Measure 8-5. Appropriate Project Phase would be IA, IB, and II. Timing Implementation would be immediately after Churn Creek Road is built with buffer areas less than 50 feet to the bank of Salt Creek. Enforcement/Monitoring would be Development Services Department. B6. Comment noted. Detailed drawings would be required for final project approval and the streambed alteration agreement. B7. Comment noted. The intent of the mitigation is to have enough water to support any habitat in the intermittent creek south of the project site. That section of the B-6 Redding Oasis Center Final Master EIR Responses to Letter B: California D artment offish P � fish and Ga intermittent creek has very low value for riparian species or wildlife, with only one area where there appears to be willow in the center of the creek. All water provided in the creek would be available to that area. This section of creek appears to have been widened by mechanical means in the past with a rather narrow creek channel in the center. Upland vegetation including rnanzanita is actually contained inside the widened creek channel. Page 10-14 of the Draft . MEIR, second sentence in the fourth paragraph, is hereby revised to read as follows (insertions underlined,deletions shown in s#ril sttgk): Stormwater from the site itself would be collected onsite through a series of catch basins, drop inlets, manholes, pipes, and outfall structures and discharged into Salt Creek. The project sponsor proposes to install a SIFT-type filter at all of the onsite drainage inlets to reduce potential water quality impacts (see Impact 10-3, below). The project includes biological mitigation to route a portion of the stormwater runoff from the project site south of Oasis Road to the intermittent creek south of the site drainage from a 0.5 to 1.0 acres of the project site south of Oasis Road). Because of the impermeable nature of the shopping_center parkin areas, reas, more runoff would occur from on-site, some of the flashier runoff would be channeled to the intermittent stream south of the project site. Page 3-32 of the Draft MEIR, last paragraph (under Drainage heading), is hereby revised to read as follows (insertions underlined, deletions shown in strikethrough): The project drainage would be collected onsite through a series of catch basins, drop inlets, manholes, pipes, and outfall structures and discharged into Salt Creek. The project includes biological mitigation to route a portion of the stormwater runoff from the project site south of Oasis Road to the intermittent creek south of the site (drainage from a 0.5 to 1.0 acres of the project site south of Oasis Road). Because of the impermeable nature of the shopping center parking areas, more runoff would occur from on-site, some of the flashier runoff would be channeled to the intermittent stream south of the project site. The project sponsor is proposing to install a SIFT-type filter at all of the onsite drainage inlets to reduce potential water quality impacts. Drainage would be carried away from the Boxco Warehouse, fuel station, loading area, and other building areas without flowing over the sidewalks. Stormwater runoff from public streets would be collected and discharged in a similar manner. Both the public and private drainage systems would be designed in accordance with applicable laws. Redding Oasis Center Final Master EIR B-7 Responses to Letter B: California Department of Fish and Game Pages 8-46, 2-48, and 18-35 of the Draft MSIR, Mitigation Measure 8-6, are hereby revised to read as follows (insertions underlined, deletions shown in Mitigation Measure 8-6 To reduce the potential adverse effects of redicced flows within this channel, a portion of stormwater from the project site should be collected, filtered, and discharged into this intermittent channel. The drainage south. of Oasis Road should not be modified during Phase I development north of Oasis Road. When the area south of Oasis Road is developed, drainage of the south of Oasis area should be designed so that the intermittent stream south of the site would receive runoa,from' the proiect site during storm events. te B-8 Redding Oasis Center Final Master EIR LETTER C '1 n r'V('Ll`1LII`Vf11VIh - /'11IIVfU Jl:I1WQIGCf ICIIUGI L�jJi/�ff/U! NATIVE AMERICAN HERITAGE COMMISSION ` 915 CAPITOL MALL,ROOM 364 w SACRAMENTO,CA 95814 (916)653-4082 (916)657-5390-Fax June 1, 2004 Mr. Jim Wildauer Redding Development Services.Department 777 Cypress Ave. Redding, CA 96001 RE: Redding Oasis Center Draft EIR SCH#2002122045 Dear Mr. Wildauer: Thank you for the opportunity to comment on the above mentioned Notice of Application. The Commission was able to perform a record search of its Sacred Lands File for the project area, which failed to indicate the presence of Native American cultural resources in the immediate project area. The absence of specific site C1 information in the Sacred Lands File does not indicate the absence of cultural resources in any project area. Other sources of cultural resources should also be contacted for information regarding known and recorded sites. Enclosed is a list of Native Americans individuals/organizations who may have knowledge of cultural resources in the project area. The Commission makes no recommendation or preference of a single individual, or group over another. This list should provide a starting place in locating areas of potential adverse impact within the proposed project area. I suggest you contact all of those indicated. If they cannot supply information, they might C2 recommend others with specific knowledge. A minimum of two weeks must be allowed for responses after notification. If you receive notification of change of addresses and phone numbers from any these individuals or groups, please notify me. With your assistance we are able to assure that our lists contain current information. Lack of surface evidence of archeological resources does not preclude the existence of archeological resources. Lead agencies should include provisions for accidentally discovered archeological resources during construction per California Environmental Quality Act(CEQA), Public Resources Code§15064.5(f); Health and C3 Safety Code§7050.5; and Public Resources Code§5097.98 mandate the process to be followed in the event of an accidental discovery of any human remains in a location other than a dedicated cemetery rand should be included in all environmental documents. If you have any questions, please contact me at(916)653-6251. Sincerely, Carol Gauba Program An st Cc: State Clearinghouse i C-1 NATIVE AMERICAN CONTACTS Shasta County June 1, 2004 Pit River Tribe of California Wintu Educational and Cultural Council Jessica Jim,Chairperson Robert gums 37014 Main Street Pit River 12138 Lake Blvd. Wintu Bumey C A 96013 Achomawi-Atsugewi Redding , CA 96003 Wintun (630) 246-3313 530) 335-5421 530) 335-3140 Fax Redding Rancheria Winnemem Wintu Tribe Tracy Edwards, Chairperson Caleen Sisk-Franco,Tribal Chair 2000 Redding Rancheria Road Wintu 14840 Bear Mountain Road Wintu Redding , CA 96001 Pit River Redding . CA 96003 Yana winnemem@msn.c:om (530) 225-8979 (530) 275-2737 Fax: (530) 241-1879 (530) 275-4193 FAX - Redding Rancheria - Carol Y. Bowen Barbara Murphy,Chief Executive Officer 1797 Shasta Street Wintun 2000 Redding Rancheria Road Wintu Anderson , CA 96007 Redding , CA 96001 Pit River (530) 365-0940 Yana (630) 226-8979 Fax: (530) 241-1879 Wintu Tribe and Toyon-Wintu Center Pit River Tribe of California 2675 Bechelli Lane Wintu VirginiaSutter,Tribal Administrator Redding 96001 37014 Main Street - Pit River CA Burney . CA 96013 Achomawi-Atsugewi wintu'tribec?hotmail.com Wintun (530) 226-8088 530) 335-5421 (530)223-2879-Gene Malone (530) 335-3140 Fax (330) 242-1374-Carol Sinclair This fist Is current only ae of the date of this documertt. Dletrlbutton ofthts Ilbt doss not relieve r>ny pereon of emicry responsibility as defined In Section 7050.5 of the Health and Safety cods,section 5097.94 of the Public Resourcea Code and Sento,5097.98 of fire Pubile Resources Code. This flat is only applicable for contacting local Native Americana with regard to cuiturai resoucea assessment for the proposed Redding Oasla Center Draft EIR,SCHM 200212204 Shasta County. C-2 NATIVE AMERICAN CONTACTS Shasta County June 1, 2004 P't River Tribe of California Wintu Educational and Cultural Council sica Jim, Chairperson Robert Burns 014 Main Street Pit River 12138 Lake Blvd. Wintu rney CA 96013 Achomawi - Atsugewi Redding , C A 96003 Wintun (530) 246-3313 0) 335-5421 (530) 335-3140 Fax f0(0 ding Rancheria Winnemem Wintu Tribe y Edwards, Chairperson Caleen Sisk-Franco,Tribal Chair Redding Rancheria Road Wintu 14840 Bear Mountain Road Wintu ding C A 96001 Pit River Redding , CA 96003 Yana winnemem@msn.com T(0) 225-8979 (530)-275-2737 :-ax: (530) 241-1879 (530) 275-4193 FAX Redding Rancheria of Y. Bowen Barbara Murphy, Chief Executive Officer l77 Shasta Street Wintun 2000 Redding Rancheria Road Wintu erson , CA 96007 Redding , C X 96001 Pit River !0) 365-0940 Yana (530) 225-8979 Fax: (530) 241-1879 to Tribe and Toyon-Wintu Center Pit River Tribe of California IF Bechelli Lane Wintu Virginia Sutter,Tribal Administrator ledding 96001 37014 Main Street Pit River CA �.;; Burney C A 96013 Achomawi-Atsugewi i tribe@hotmail_com h'. Wintun }226-8088 .. (530) 335-5421 530) 223-2879 - Gene Malone �. '' (530) 335-3140 Fax I ) 242-1374-Carol Sinclair : l ist's current only as of the date of this document. of this list does not relieve any person of statutory responsibility.as defined in Section 7050.5 of the Health and Code,Section 5097.94 of the Public Resources Code and Section 5097.98 of the Public Resources Code. ttyy��list Is only applicable for contacting local Native Americans with regard to cultural resources assessment for the proposed Ing Oasis Center Draft EIR,SCK#2002122045,Shasta County. C-3 NATIVE AMERICAN CONTACTS y Shasta County June 1, 2004 Pit River Tribe of California Michelle Berditschevsky,Environmental Coordinator t 37014 Main Street Pit River - Burney C A 96013 Achomawi -Atsugewi Wintun (530) 335-5062 This list is current only as of the date of this document Distribution of this list does not relieve any person of statutory responsibility as defined in Section 7050.5 of the Health and Safety Code,Section 5097.94 of the Public Resources Code and Section 5097.98 of the Public Resources Code. .wZ This list is only applicable for contacting local Native Americans with regard to cultural resources assessment for the proposed Redding Oasis Center Draft EIR,SCH#2002122045,Shasta County. C_4 =7 . w.r ' Responses to Letter C: Native American Heritage Commission Responses to Letter Ce Native American Heritage Commission C1. Comment noted. As indicated on page 9-1 of the Draft MEIR,second paragraph, the project site has been the subject of extensive archaeological investigation over several decades. As described in this paragraph the investigation has included archival research and consultation with the Native American Heritage Commission and various Native American representatives. C2. Consultation with these individuals and organizations was conducted as part of the existing archaeological inventory survey. C3. The mitigation measures in the Draft MEIR are consistent with these Public Resource Codes. i t 1 t Redding Oasis Center Final Master EIR C-5 Responses to Letter C: Native American Heritage Commission (This page intentionally left blank) C-6 Redding Oasis Center Final Master EIR ^" LETTER D STATE OF CALIFORNIA—BUSINESS TRANSPORTATION AND HOUSING AGENCY ARNOLD SCHWARZENEGGER,Governor DEPARTMENT OF TRANSPORTATION P.O. BOX 496073 REDDING,CA 96049-6073 PHONE (530)225-3369 Flex your power! FAX (530)225-3020 Be energy efficient! IGR/CEQA Review Sha-5-19.4 Redding Oasis Center Draft EIR SCH# 2002122045 June 8, 2004 Mr. Jim Wildauer City of Redding Development Services Department 777 Cypress Avenue Redding, CA 96001 1 Dear Mr. Wildauer:. Caltrans District 2 has reviewed the Draft Master Environmental Impact Report (DMEIR) submitted on behalf of Levenson Development, for a regional commercial development on 90 acres located on the ' east side of the Oasis Road/Interstate 5 (1-5) interchange along both sides of Oasis Road. The proposal would allow 1,170,000 square feet of floor area proposed in two phases. Phase .1 (consisting of Phase 1A and 1B) would allow 320,000 square feet. Phase 1A would occur first allowing a 143,463 square foot discount warehouse, a 5,200 square foot tire center, and a fueling ' station with 16 fueling positions. Phase 1A would also include two pads for fast foods. Phase 1B - would include approximately 171,337 square feet of regional commercial uses. Abandonment of Twin View Boulevard north of Oasis Road through the development is proposed. A use permit (UP 23-02) has been submitted for Phase 1. The stated purpose of the MEIR is that it is to serve as the environmental documentation to allow both phases of the development to occur. The EIR analysis presents mitigation measures for the project impacts for Phase 1A, Phase 1B, and Phase 2. However, Caltrans has been unable to reach agreement on the traffic values used in the current analysis. As proposed, the project would result in D1 ' significant unacceptable congestion that would negatively affect the operations of the Oasis interchange and Interstate 5. The current analysis would also preclude Caltrans from issuing encroachment permits or approvals to modify the interchange until an acceptable traffic analysis using ' mutually agreeable values is provided. Documentation of our efforts to obtain agreement on the information necessary to assess both project phases is provided in the attached copies of correspondence exchanged in the review of the project ' information. Caltrans has worked with the City staff and the Developer since the application submittal D2 in August 2002. Numerous meetings have occurred to discuss the traffic information necessary to assess the project impacts and determine feasible mitigation measures to maintain the safe and efficient operation of the Oasis/1-5 interchange. Most requests for the consultants to correct or document assumptions in the traffic analysis have not been honored. D-1 rl • LJ i Sha-5-19.4 Redding Oasis Center DMEIR SCH# 2002122045 Page 2 Concerns relating to the traffic information provided in the DMEIR are expressed in Attachment "A." It appears the mitigation measures presented may allow for the development of Phase 1A if an addendum traffic analysis is provided addressing the traffic values and comments submitted. As described in the DMEIR (Pages 1-5 and 3-35), "the Lead Agency must review subsequent activities or D3 `i projects identified in the Master EIR to determine if the impacts of the subsequent activity were addressed in the MEIR." Based on the information presented in the DMEIR, Caltrans would require revised studies sufficient to address the traffic concerns and related additional information and analysis requests that have been expressed in the development of the DMEIR prior to issuing any encroachment permits or approvals for modifications to the existing interchange. Caltrans conclusion that additional studies are needed is consistent with the discussions and correspondence that has occurred since the discussion with City staff, representatives of the Federal Highway Administration (FHWA), and the Developer in March 2003. At that time it was tentatively agreed that Phase 1A could be considered if: J D4 Only minor improvements to the interchange are necessary. - term needs of the interchange must also be assessed and addressed. The Ion 9 9 • A Cooperative Agreement between the City and Caltrans and a separate agreement involving the City and the Developer that is satisfactory to Caltrans and FHWA would be prepared and executed to formalize the intent to determine the long-term needs of the interchange, address funding concerns, alternative solutions, and when the improvements will occur. I ' Subsequently, the Developer elected to propose a much larger project that includes Phase 1B and Phase 2 in the MEIR. Mitigation Measure 5-7, Page 5-56, recognizes that a separate project study report/project report (PSR/PR) with additional detailed environmental assessment would be required -� per Caltrans requirements. It should also be added that the detailed assessments would have to D5 address both CEQA and NEPA (National Environmental Policy Act) requirements. These facts are documented in the letter dated December 27, 2002 from the City to the Developer. As indicated in the 7 b aforementioned comments, applicability of this Mitigation Measure will be for any improvements or ! . modifications proposed to the interchange that would allow construction of the Redding Oasis Center Project. Thank you for providing us the opportunity to work cooperatively with the City staff in the development and review.of the EIR. As indicated by our comments, it is critical that the information provided must be adequate to determine the impacts from both phases of this project, other development contemplated within the Oasis Specific Plan area, and the long-term operations of the interchange. Caltrans will continue to work diligently with the City in a positive manner to obtain the information needed to avoid delays and problems in issuing encroachment permits and approvals to modify the i interchange. If you have any questions, please contact Marcelino Gonzalez at (530).225-3369. iu Sincerely, Donald L. Anderson, P.E. CHIEF, Office-of STIP Management I and Specially Funded Projects District 2- Redding r D-2 "Caltrans improves mobility across California" ATTACHMENT "A" ' REDDING OASIS CENTER DRAFT MSIR CALTRANS DISTRICT 2 COMMENTS June 8, 2004 Chapter 4 - Land Use Impacts D6 �. Caltrans agrees with the concerns identified in Impact 4-6. Implementation of Mitigation Measure 4-6 addresses both traffic circulation and emergency access concerns. This measure definitively provides for construction of Churn Creek Road from Oasis Road northward to a .new connection with Twin View Boulevard prior to the issuance of occupancy permits for the Phase 1 project. This would maintain an efficient frontage road system along the east side of 1-5. This measure would maintain emergency.personnel's ability to access the area and eliminate driver confusion in trying. to access Twin View Boulevard north of Oasis Road through the Phase 1 parking lot area. It may also reduce added traffic congestion expected to occur through the proposed project driveways that could back-up traffic into the northbound ramp'intersection. Chapter 5 - Traffic D7 • Page 5-3 and 5-37 describe area pedestrian and. bicycle facilities. It identifies that there are currently no continuous sidewalks provided on either side of the roadways. "Oasis Road .. provide(s) narrow shoulders on either side of the roadway... currently signed as bicycle routes." The discussion of bike facilities does state that striped Class 11 bike lanes on Oasis and Twin View would be provided. Impact 4-5 should identify that offsite bicycle and pedestrian facilities are substandard on the Oasis overcrossing due to limited overcrossing width and would remain ' substandard until Phase 2 (or, if necessary, Phase 1 B) when the overcrossing/interchange is modified. it should also identify that roadway improvements will provide ultimate offsite bike and pedestrian facilities consistent with the City General Plan (may apply to Mitigation.Measure 4-5, Page 4-49). ' • Caltrans District 2 (District) made several requests for copies of the freeway weave analysis prior D8 to publication of the DMEIR. Page 5-9 states that the Highway Capacity Manual 2000 (HCM 2000) method was used. This is in conflict with Caltrans Highway Design Manual (HDM) Section ' 504.7 that requires one of the two methods listed in the HDM be used. An analysis using .one of the two procedures identified'in the HDM should be completed and then provided to the District along with the HCM 2000 analysis. �D9 • The 1-5 mainline Level of Service (LOS) between Oasis Road and State Route 273 (north- and southbound) is also not included. The I-5 mainline LOS analysis should be completed and provided to the District and also included in revised versions of Tables-5-5 ,and 5-10. All traffic volumes used for the freeway mainline and weave analysis need to be stated and included in the revised analysis. Based on a preliminary analysis prepared by Caltrans staff as part of preparation of the 1-5 Transportation Concept Report and the Oasis Road Specific Plan (both documents are currently being developed), the existing and projected freeway mainline and weave LOS appear to be incorrect. D10 The Synchro files provided to Caltrans on April 30, 2004 in support of the DMEIR do not contain sufficient information to calculate weave or mainline LOS or identify project impacts (insufficient ' coding/traffic data), Given that these files are purported to support the DMEIR it is unclear how the conclusions presented could be reached/supported. ' D-3 Attachment "A" Redding Oasis Center DMEIR Comments Caltrans District 2 06/08/04 Page 2 • The trip generation and distribution information in Tables 5-6, 5-7 and 5-12 and Figures 5-5 and 5- 9 in the DMEIR are not accurate. Therefore, the related Synchro files are not accurate. • Page 5-21 discusses trip generation and a 72% internal trip discount rate. The Entranco reference provided to date is comprised of one paragraph prepared in 1987 with no methodology to support the 72% internal capture rate. On December 10, 2003, Caltrans staff suggested a capture rate of 30 percent would be acceptable for this project. This is based on the "retail to retail" capture rate in the Institute of Transportation Engineers (iTE) Trip Generation Handbook, i which is between 20 and 30 percent. At that .time, the City staff agreed that 30% would be appropriate. Attempts to address this issue are included in the attached correspondence. In the absence of documented, verifiable current data, a higher capture rate cannot be supported. The i result of this issue is to underestimate the traffic impacts to State and local facilities. �D13 • Page 5-7 states that "although a saturation flow rate of 1700 vehicles per hour per lane (vphpl) would be more representative of the driving characteristics in rural conditions, the 1900 vphpl was used in the LOS analysis to reflect the more urban setting anticipated under future conditions." On numerous occasions, Caltrans has asked that the "Adjustment for Area Type" adjustment factor identified.in the HCM.2000 (pages 16-11,12 and Exhibit 16-7) be utilized in the evaluation of Phase 1A and 1 B to account for the rural versus urban driving behavior difference noted above (a 10% reduction in saturation flow rate to 1,710 vphpl). Page 16-12 of the HCM 2000 clearly states that "characteristics such as narrow streets rights-of-way, ... vehicle blockage, small-radius turns, limited use of exclusive turns lanes ..." need to be considered when using the default base saturation flow rate of 1,900 vphpl. In addition, the HCM 2000 notes that "this factor should be used in areas where geographic design and the traffic or pedestrian flows, or both, are such that vehicle headways are significantly increased to the point where the capacity of the intersection is adversely affected." j During the week of May 10-14, 2004 Caltrans District 2 performed field studies to measure the actual saturation flow rate at various signalized intersections within the City of Redding. These studies were conducted in accordance with the methodology outlined in Appendix H of the HCM 2000 (pages 16-158.through 16-160). Preliminary analysis of study data showed that as constraints at study intersections increased, the observed saturation flow rates decreased at faster rates than predicted by the applicable adjustment factors identified in Chapter 16 of the HCM 2000. At the most constrained locations (with conditions similar to the intersections at the I- ^l 5/Oasis Road Interchange) calculated adjusted flow rates were only comparable to actual __J observed values when the "Adjustment for Area Type" factor was utilized in addition to other applicable adjustment factors. It is Caltrans' position that this study (in addition to the statement contained on page 5-7 of the DMEIR) clearly supports use of the "Adjustment for Area Type" reduction factor of 0.900 - reduction of base saturation flow rate by 190 vphpl (Exhibit 16-7, HCM 2000). The primary concern is that :by failing to account for actual site specific conditions, the traffic impacts identified in the DMEIR are underestimated and that congestion, traffic.queues, and the need for additional mitigative improvements will be necessary , (i.e., the proposed improvements for Phase 1A and/or Phase 1B appear inadequate). D-4 U ' Attachment "A" Redding Oasis Center DMEIR Comments ' Caltrans District 2 06/08/04 Page 3 ' P14 Impact 5-1 discussed on Page 5-26 does not state the queue lengths for the freeway ramps. This data and the proposed storage lengths need to.be provided (several requests were made for this information). D15 • In"order to assess the proposed mitigative improvements, Figure 5-8 (Page 5-29) needs to be amended to also include additional typical cross-sections on-Oasis Road between the northbound ' ramp intersection and the western project driveway. A second cross section for the area between the two project driveways is also needed. Figure 5-7 should also show the connection of Churn Creek Road north of Oasis Road as provided for in Mitigation Measure 4-6. D16 The current Figures provided in the document represent that no new right of way is necessary and show drainage catch points as close as two feet from the freeway right of way line. Caltrans will require that catch points be located a minimum of 10 feet from the right of way (15-feet,preferred). The Figures need to be amended and any needed increased right of way needs to be identified. -D17 ' • Figure 5-8 shows 1:2 slopes for Sections A-A, G-G, and F-F. Caltrans slope requirements are ati minimum 1:4. These slopes must be changed or justification provided for a design exception. I ' • Mitigation Measure 5-1b identifies 240 feet of merging for the southbound onramp from Oasis. D18 This measure must be modified to provide a minimum of 300 feet of side-by-side lanes followed by 40:1 or longer taper. The feasibility of this measure also needs to be demonstrated through ' drawings to demonstrate that adequate distance exists between the proposed new ramp juncture and the freeway drainage structure located south of the current ramp juncture onto 1-5. ' `%D19 • Mitigation Measure 5-1c states that the northbound offramp will be re-striped at the Oasis Road intersection to provide two lanes. The typical road section identifies that road widening will occur. This measure needs to reflect that both restriping and road widening will occur. The new and ' wider structural section with new catch lines needs to be identified. 1D20 • Page 3-31 discusses eliminating the direct connection of Twin View to the north of Oasis Road but gives no justification for requiring non-project trips to utilize the project driveway to continue to access Twin View to the north. ' D21 • The statement on Page 3-31 that interchange modifications.are not part of the project is incorrect since Mitigation Measure 5-7 (p. 5-49) identifies that a loop on-ramp and two westbound through ' lanes, as well as three eastbound through lanes are required to be constructed and provided prior to the issuance of occupancy permits for Phase 2 uses. Therefore, it is suggested that statement that "interchange modifications are not part of the project" be eliminated since the project ' acknowledges that Phase 2 cannot be developed without modifying the interchange since only one-lane in each direction on the interchange overcrossing currently exists. Both of the proposed .improvements would require encroachment permits/approval from Caltrans. ' D-5 Attachment "A" Redding Oasis Center DMEIR Comments Caltrans District 2 06/08/04 Page 4- •D22 • Page 5-37 discusses on-site driveways. The discussion recognizes that additional review will be required once the dimensions of the aisle ways, parking stalls, turning radii, loading areas, etc. have been finalized during the site plan development review stage of the project. it also states that the City Engineer must approve the final internal circulation design. Caltrans requests the opportunity to coordinate with the City Engineer in verifying that the final design will not affect the northbound ramp intersection. This will require providing copies of the driveway traffic analysis to Caltrans to support the conclusion that impacts to the freeway ramp intersection will not occur. 7, • Page 5-38 (Phase 1 B Conditions Trip Generation), this analysis needs to verify that 2008 (or later) existing traffic volumes values are considered before adding the Phase 1B project numbers as discussed with the City during the development of the traffic study in January 2004. Phase If -C-4 In-depth assessment of Phase II was not possible given lack of information/documentation in the�— DMEIR. The following general observations can be made, however: u �D25 • Page 5-47 (2005 Plus Phase. 2 Conditions) This analysis needs to verify that 2012 (or later) existing traffic volumes are used as opening day for Phase 2 per discussions between the developer's consultants, the City of Redding, and Caltrans in January 2004. The analysis needs to verify that the 2012 existing traffic volumes are reflected before adding the Phase 2 project numbers. All related text, tables, figures, and traffic analysis need to be revised to reflect 2012 (or later) as the opening date for Phase 2. Page 3-16 should also be revised to show a revised start date for Phase 2. u • Page 5-47 (Traffic Generation Paragraph), the analysis needs to be revised to incorporate a 20% rate for traffic going from Phase 1 to/from Phase 2 in order to account for "internal trips" .that actually cross Oasis Road (as discussed in the phone conversation with Shusuke lida of TYLIN/CSS on January 13, 2004). i • Page 5-47 (Trip Distribution Paragraph), the last paragraph on the page states that Churn Creek Road is only constructed as far as the project driveway. This discussion should recognize that it conflicts with Mitigation 4-6 that would require that Churn Creek Road be extended to connect with Twin View Boulevard. �D28 • Figure 5-12 (Lane Configurations), needs to provide. the same amended figure for all conditions. This would include: Existing, Phase 1A, Phase 113, Phase 2 (shown), and 2025. Of particular u concern is the length of queues, storage requirements, and turning movements at each phase of the proposed project. This information is needed to assess whether the proposed mitigations are adequate. D29 • Figures 5-14 through 5-19 all need to be labeled as 2025 conditions, not 2005. . The data also ^; needs.to be revised in the figures based on the aforementioned comments. D-6 u Attachment "A" ' Redding Oasis Center DMEIR Comments Caltrans District 2 06/08/04 Page 5 _D30 • Traffic volumes are shown on Figure 5-17 along the extension of Churn Creek/Hawley Road. However, there is no mention of the Hawley Road extension to/from Oasis Road to .State Route 299 and mitigation needed there for.project-generated impacts (LOS drop to F with the project). _D31 • The mitigation measure identified for the lanes that need to be provided .for the Redding Oasis Center DMEIR cumulative plus project is inconsistent with the information currently available. for i the Oasis Road Specific Plan (turning movements) 2025 analysis, which identifies the need for 6- lanes for Alternative 2 (Landowners Proposed Plan) Oasis Specific Plan Notice of EIR Preparation. ' D32 In summary, Caltrans comments serve to support our concerns that the information provided to ' assess both phases is insufficient since without agreement on the actual amount of traffic to be generated it is not possible to determine.- That etermine:That the proposed mitigation measures are adequate. • Whether additional right of way or design exceptions will be required (essentially whether the proposed improvements will fit within the existing facilities). • Whether the timing of proposed improvements are feasible within the projected schedule of development of the project. • Whether additional funding sources are necessary to complete the improvements recommended. ' 0 Whether the project impacts in relation to the long-term needs of the Oasis interchange area is adequately addressed. i 1 ' D-7 r-. CITY Of Ittoat '"a maul DEMOPM&M 56iVlCFS DEPARTMFlJr 14 � '►� PLANNING DIVISION — ��/ � RD 177 Cypress Avenuq..ReddMg,G1 96001-Z7'ffS P.O. Box 496071, ReddInS CA 96049.6071 530.225.4020 TAX 530.2ZSA4495 December 27,2002 1,010-390it-010-075 r, I Don Levenson 1901 Avenue of the Stats Los Angeles,.California 90067 Subject: Costco-Redding Oasis Center—EIR-2-02 and UP-23-02 Dear Mr. Levenson: During review and processing of the proj ect applications noted above,we have identified a number of design issues which could cause controversy and/or delay during EIR process. These issues will have to be resolved to obtain project approval_ We have previously brought these to the attention of you or your consultants as we worked with you on preparing the Notice ofPrepamdon(NOP)for the EIR. So that we all have a clear understanding of what the project constraints are,based on the project description as pioposed.in the Notice of Preparation, this letter will serve to summarize the main areas of conflict with adopted policy or ordinances. Veep in mind that obtaining permits from agencies other than the City could be a key factor for timely development- The evelopmentThe following major issues have been identified: u 1. Encroachment Into the 100-'Year Floodplain and Floodway of Salt Creek. Encroachment into the 100-year floodplain is discouraged by General Plan policy and permitted only within the constraints of the City's Floodplain Ordinance, Both FEMA regulations and the City's Floodplain Ordinance prohibit fill in the floodway. For reference,the definitions offloodplain andfloodway are attached. Currently,we do not have the information to determine the extent of the encroachment,if any. Concerns the staff has in this area include: ► Revision of the floodway,which appears to be part of the project proposal,will require a Lettcr of Map Revision from the Federal Emergency Management Agency(FEMA). The applicant is responsible for preparing the application to FEMA.which must include substantial engineering data. Once the application is submitted to FEMA,review and approval will likely take several months. Approval is not automatic. In the opinion of staff,it is questionable if the EIR can be completed without FEMA approval. (Stating that obtaining FEMA approval is an EIR mitigation is deferring to a later date studies that must be included in the EIR.) Revision of the floodway also may involve alteration of Federal jurisdiction waters and require permits from the Army Corps of Engineers. D-8 i u ' Don Levenson 2 December 27, 2002 ► Encroachment into the floodwayis generally prohibited by Chapter 18.47 oftheRedding Municipal Code(Code). If the project proposal includes encroachment in the flood-way, the floodway must be amended by approval of a Letter of Map Revision by FEM,A.. Besides the processing issues,revising the floodway would require actions inconsistent with several General Plan policies. That places the applicant in the position of incorporating delays in the EIR process foranalysis of floodway modifications that are likely to be denied,since it is.inconsistent with adopted City policy. ► Encroachment in the floodway will also require an agreement from California: ' Department ofFish and Game pursuant to Section 1603 ofthe Fish and Game Code. The City has no control over the timing of that required agreement nor what stipulations that agreement would include. ► Encroachment in the floodplain is possible,but Chapter 18-47 of the Code-arid General Plan policy discourage encroachment. Encroachment cannot be approved without"legal doeuman,ts in which all property owners affected by the increase based flood elevations consent to the impacts to their property." At this point,staff'would expect some property owners upstream to be affected. If so,these documents will be required.. ► Floodplain encroachment is limited by development setback bu,gin requirements of the Natural Resources Element of our General Plan (NR6D and Figure 3.3). Identified setback minimums are 25 feet from.riparian.drip line or 50 feet from the creek bank, whichever is greater. The proposal appears to encroach into these areas in several locations along.Salt Creek. To address this issue, accurately mapped locations for riparian vegetation and the top of the creek bank are needed- 2-_ Fzlling of Wetlands/Vernal Pool Areas. Several wetland areas are proposed to be filled. Filling in wedands/vernal pool areas and'other jurisdictional waters of the United States ' requires approvals from the Anny Corps of Engineers and U.S. Fish and Wildlife Service. Those approvals are procedurally independent of City approvals and,therefore,could cause delays beyond City processing and approval. 3. inconsistency with Transportation Element. The project proposal is inconsistent with the Transportation. Element of the General Plan. The Transportation Element calls for construction of Twin View Boulevard and Churn Creek Road through both the Phase 1 and Phase 2 sites to provide for north-south circulation. Elimination of one of these links would require amendment of the General PIan Transportation Element. The arterial.connection of Twin View Boulevard is eliminated through the Phase 1 project,with no public street.being provided through the prof ect to.connect Oasis Road with Twin View Boulevard to the north. The suggestion is to provide forthe Twin Vier Boulevard traffic north of Oasis Road through theprivate parking lot of the Costco-Redding Oasis Center. Directing public.street traffic throughprivate parking facilities poses serious public-safety and traffic-circulation concerns. The dead-end.of Twin View Boulevard isolates several properties and would be a violation of several General Plan policies pertaining to health, safety, and emergency response. ' Additionally, construction of Churn Creek Road within Phase 2 is not,proposed. ' D-9 r-, Don Levenson 3 December 27,2002 4. Exceeds Regional Commercial Floor Area Ratio Maximum. The Phase 2 developmeAt exceeds the allowed maximum.floor area ratio(FAR)of 30 percent noted in the Community Development and Design Element of the City's General Plan(Table 1-3). Without deducting for areas of 100-year floodplain on the 59.6 acres, the 850,000 square feet of "Regional Commercial"use represents a FAR of.33. After deduction of area of floodplain, the FAR could be appreciably higher. Amendment of the General Plan FAR maximums would be necessary to allow this intensity of development. Once floodplain areas are accurately mapped,staff will be able to evaluate the need for a General Plan amendment and will be able to explore other options in regard to this issue. 5. Adequate Fire Flows. The City's water system in the project area cannot provide adequate fire flows to suppress a.fire for the development proposed. An emergency intertie with the Bella Vista Water District(BVWD)has been proposed. It is unclear—if an agreement were to be entered into between the City and BVWD—whether the BV WD would have the storage capacity to provide for the 4-hour fire flow duration necessary to suppress a fire. The applicant will need to provide engineering analysis of the BVWD water system,documenting that BVWD can meet the fire-flow volume and pressure requirements. Preliminary discussions with BVWD indicate that the district is doubtful that it can meet the volume requirements. Development of new waxer infrastructum to correct such a deficiency could delay the pmject 6. Tnterstate 510asis Road Interchange. It is clear from preliminary traffic analyses that the Interstate 5/0asis Road interchange does not have the capacity to provide for the increases in vehicle trips generated by the project. Modifications to, or relocation of; the interchange to provide for this and future projects in the Oasis Road Specific Plan Area will be needed These improvements will require right-of-way acquisitions,as well as permits and approvals from Caltrans and the Federal Highway Administration (FAWA). By necessity, these approvals will need to include Fedex-al environmental review in accordance with the National r-, Environmental Policy Act(NEPA). 7. Item 3 above identified City concern with the Transportation Element inconsistency. In addition, the applicant should understand that the Redding Municipal Code requires street- r! frontage improvements at the time of construction of a new building. Stating that Churn ,J Creek Road is "not a part" of the project does not relieve the developer of the ultimate responsibility for street-frontage improvements outside the travel lane. Several of the items listed above identify that Gencral Plan amendments,including amendments of adopted policy, would be necessary to approve the project as proposed. As we have discussed before,Gencral Plan amendments and General Platt policy amendments may add significantly to the � controversy and uncertainty of the project. First, .the General Plan amendment components will require additional hearings and decisions,which will take additional time. More importantly,the City Council will be asked to waive policies very recently adopted after four years of careful deliberation. Staff cannotpredict the likely success ofthat request,especially when a nearly identical project could likely be approved.without General Plan policy amendments or waivers. r , i D-10 Li i Don Levenson 4 December 27;2002 The constraints listed have the added potential to cause delay to the project since they may result in the.nccd to redesign the Phase 1 and/or Phase 2 project. As an example, the traffic analysis may indicate that additional right-oPway is needed for interchange improvements, Oasis Road, and/or ' Churn Creek Road. Also, development setback may be neccssery from Salt Creek.to achieve consistency with the General Plan and/or to meet the requirements of the listed permitting agencies. As you are aware from our letter of August 20, 2002, several items are needed to allow us to. complete.our review of the project. Some of these items could be affected by the bigger picture items listed above and,therefore, are to be addressed further along in the process with the draft Environmental Impact Report for the project. Others will need to be addressed once we know what ' the actual site,layout potential is in'response to the BIR. ' It is our intention to keep you well-informed as to the progress of the project and as to the constraints that may delay it. If we can clarify any of the items mentioned above,please do not hesitate to call me at 225-4020.. ' Siincerely, ' John Keaney Planning Manager JK-.k Attachment GTR02W 1227Lf-JW-DLwpd c: Douglas Herring Trenton Seinturier Trina Buitron,WRG Design David Rogers, Costco Paul Millet Mdse Ashby Kurt Stannan 1 ' D-11 r STATE OF CALIFORNIA--BUSINESS.TRANSPORTATION AND HOUSING AGENCY GRAY DAVIS Govern DEPARTMENT OF TRANSPORTATION w. DISTRICT 2 . 1657 RIVERSIDE DRIVE P.O. BOX 496073 Flex your powerl,J REDDING, CA 96049-6073 Be energy efficient! PHONE (530)225-3481 FAX (530)225-3578 TTY .(530)225-2019 May 28, 2003 Mr,Jim Hamilton Director, Development Services City of Redding P.O.Box 496071 Redding, CA 96049-6071 Dear Mr. Hamilton: Development of Oasis Road Alone Interstate 5(I-5) Thank you for meeting with us on May 21, 2003, concerning the Oasis area developments. The City's goals concerning development of this area are important to Caltrans and we appreciate your support in incorporating I-5 and the Oasis interchange traffic impacts into the project. Following are key items discussed and our understanding of future development issues: J 1. City/Caltrans Roles — The .City of Redding's role as lead agency and Caltrans role as a responsible agency was discussed along with concerns where the Developers may work independently with either party. It was.agreed that the City's role of lead agency would include them participating in,all:meetings Caltrans has with the Developer(s)in relation to development in 7 and around the Oasis interchange. It was noted that Jim Hamilton is the lead for the City and Don Anderson for Caltrans. Action: City of Redding will provide Developer(s) with a letter highlighting City/Caltrans role in relation to development at Oasis. 2. Phased Improvements - The phased approach agreed to at the March 18 meeting was discussed including the attached flow chart representing Alternative lA and the Ultimate improvements. It ` was noted that a phased approach was only.acceptable to FHWA, Caltrans and the City if the first phase (Alt. 1A) resulted in only minor impactsto the interchange operation. It was also agreed that the Developer should not move forward without a Cooperative Agreement that outlines commitments to a phased approach. The commitments should include: ■ Phase 1A—project description and requirement that a traffic study and PSR support phase IA development that has only minor impacts to the interchange and provides commitment that.acceptable mitigation measures will be implemented prior to development. r ■ Ultimate Plan — commitment that future development would not occur until full NEPA ._ analysis consistent with full buildout of development proposed in the City's Specific Plan is accomplished. D "Calrraris improves maARly across California" r t rMr. Jim Hamilton May 28, 2003 Page Two It was discussed that the Developer's actions related to immediate development appeared inconsistent with this ' phased.approach. The Developer can proceed with an ultimate plan but it was agreed that it would be a much lengthier process.before construction is realized. The City agreed to provide a letter to the.Developer outlining. the requirements and benefits of a phased approach. Action: City of Redding to provide Developer ,with a letter highlightingCit /Caltrans/F ' Y HWA requirements related to a phased approach to this development. ' 3. Schedule - It was agreed that it would be beneficial for the Developer to provide a realistic time schedule for each phase of development. This timeline will need to be agreed to. by all parties involved. 4. Specific Plan=It was agreed that the.Specific Plan is a key factor in the ultimate development for the Oasis Area. The City is working to finalize the specific plan this fall. Again, thank you for meeting with us on this important project. We look forward to working with the City and ' the Developer in meeting the City's planned development needs in the Oasis Area. If you have any questions, please feel free to call me at.(530)225-3481. Sincerely, DONALD L. ANDERSON, P.E. Office of STIP Management and Specially Funded Oversight District 2 -Redding Attachments Cc: Wayne Wiant . Brian Crane Scott White Maiser Khaled -FHWA John Pedersen Harry Khani -FHWA Rachel Falsetti Kurt Starman - City Barry Tippin Gary Otremba -City Marcelino Gonzalez 1 D-13 "Calzran improves mobility across California" OASIS AREA MEETING 5OMMARY MAY 21, 2003 (City of Redding and Caltrans) ` u Caltrans requested the City of Redding's assistance, as the Lead Agency, to achieve timely preparation of the documents necessary to allow the anticipated development of the Oasis Road Area. The attached flow chart was developed based on the March 18, 2003, meeting with City of Redding officials, the Developer and his representatives, FHWA, and Caltrans representatives. During our meeting on May 21, the flowchart was again reviewed and agreed to as accurately depicting the direction given to the Developer to move forward with two separate actions. A tiered-approach has been agreed to, pending the outcome of the Developers traffic study, that first allows Phase 1A to move forward by preparing the PSR/PR and environmental document. The second part of the tiered approach is to 'V simultaneously prepare a separate PSR, PR and environmental document for the ultimate needs of the Oasis Area. Caltrans believes it is imperative that the City meet with Mr. Levenson to clearly outline the flowchart and the timelines associated with following both actions. ._J Phase 1A and the large-scale development can be considered subject to a Cooperative Agreement (Agreement) between the City and Caltrans. The Developer has agreed to i draft the Agreement that will clearly outline the two projects, the process agreed to, Developer responsibilities, and the responsibilities of each agency. The Agreement will also require that the City ensure that the ultimate Interchange improvements are addressed with a separate PSR and have been incorporated into the Shasta County Regional Transportation Plan (RTP). The RTP must also commit to a reasonable and foreseeable funding plan for the ultimate Oasis Road Interchange needs before FHWA accepts the NEPA document as being completed. If Mr. Levenson's Phase 1A development is found to not require significant mitigative ^, improvements to the Interchange, FHWA will consider whether a Categorical Exclusion/FONSI may be appropriate for those improvements. As indicated above, in J order to allow improvements to the Interchange, a PSRIPR addressing the Phase 1A improvements will be required. Additional development in the Area is contingent on completion of the second PSR, PR, and environmental document for the ultimate `J improvements. r-, After the.PSR and Preliminary Environmental Analysis Report (PEAR) for the ultimate needs are finished, they will be followed by a Project Report and the environmental document (either an EIR/EIS or a ND/FONSI). As discussed by FHWA, the NEPA r process can be time consuming because it is dependent upon satisfying the concerns of many resource agencies. Concerns by resource agencies could extend this process up to several years (two to five years can be common) depending on the level of studies or —? consultation required. The FHWA has strongly suggested consultation with their office throughout the process to maintain agreement that the documents are accurate; ensure that agency concerns have been satisfactorily addressed, and to attempt to reduce the need for future revisions. Notes taken by DON ANDERSON D-14 u ATTACHMENT B 1 In summary, our .understanding of the process to proceed in considering; the Levenson proposal requires the following as indicated on the accompanying flowchart: 1. Preparation and initial drafting of the Agreement by the Developer identifying Developer responsibilities, City's responsibilities, Caltrans and FHWA oversight roles. ' 2. Submittal of the traffic study completed by CCS (Developer's Traffic Engineer) for review and concurrence by the City, Caltrans and FHWA. 3. Incorporation of the traffic study findings and Mitigative improvements for Phase IA into draft Agreement. The Agreement will include commitment by Developer and the City to complete PSR/PR for Phase IA and PSR, PR for the ultimate improvements. Each document will require CEQA/NEPA and, including ' identification of reasonable and foreseeable funding sources in Shasta Cbumy RTP. Completion of the Oasis Area Specific Plan is highly desirable. 4. Final Agreement shall be signed and executed. ' 5. If the mitigative Interchange improvements are found to be minor and acceptable to FHWA, Developer shall prepare and submit PSR/PR for the mitigative improvement for Phase IA. ' 6. If Phase IA improvements determined to be.acceptable to FHWA, PSR/PR for Phase IA accepted as completed, FHWA prepares environmental determination for Phase IA. 7. Developer shall proceed with preparation of a separate PSR for the ultimate Interchange improvements based on the traffic studies and Oasis Specific Plan. Developer shall begin preparation of CEQA/NEPA document for ultimate Interchange needs. The ultimate PSR can identify project phasing -of ultimate improvements. 8. Phase I proceeds to final design and construction. I . ' D-15 r �J 1 U r) 7 � � t _ - � .yip t4 •� = i • I .2 42 CID NO ami•!•' yam_ .k 1 0. c � • On en I u con y 1 E , w •� S u L) � a� t1,31 .:�rC • tw - .. nom,.., .t ,,� C+ •--� i r D-16 OF RFC CITY OF REDDING U W ;: 0 DEVELOPMENT SERVICES DEPARTMENT 777 Cypress Avenue, Redding, CA 96001=2718 "} P.O. Box 496071, Redding CA 96049-6071 530.225.4020 FAX 530.225.4495 e-mail: Jhamllton@cl.Tedding.ca.us June 2,2003 G-030-000/A-050-250 Mr. Donald Levenson Levenson Development 1901 Avenue of the Stars, Suite 1900 Los Angeles, CA 90067 Subject: Development of Oasis Road at Interstate 5 ' Dear Mr. Levenson: I wanted to follow up with you on a recent meeting held between the City of Redding and Caltrans' representatives regarding development around the Oasis Road interchange. One of the items that came up at the meeting was concern on the part of Caltrans, and I should say the City as well,that, ' in an effort to facilitate the project, there has been numerous contacts.with Caltrans to discuss interchange improvements that the City has not been involved in. To avoid potential communication problems,we request that in the future when your consultants or yourself wish to meet with Caltrans to discuss specifics ofthe project,you contact the City so that we can have a representative join you, thereby ensuring that all parties are getting the same information. I am sure you recognize the benefit of this. Since the City is the lead agency,any decisions or determinations made by Caltrans must also ' be supported by the City and vice versa. With reasonable notice, the City should be able to attend a scheduled meeting. Let me assure you that this is not an effort to slow down your project. Instead, in an effort to facilitate the project,we want to provide you what assistance we can. Ultimately the City, Caltrans, and you will have to come to agreement on the variety of items that need to be addressed to allow ' the future development of your property,and to the degree that we can all be on the same page, this effort will be more successful than it would be otherwise. ' At the meeting, Caltrans was concerned that it was not fully understood by all parties that the intent of the "phased" approach is to move the Costco project forward expeditiously without completing the project study report.typically required. At our meeting in March, it was agreed that we could ' move forward with a Phase IA project—in essence, improvements to the interchange necessary to satisfy the Costco development proposal. In exchange,the City,developer,and Caltrans would enter into a cooperative agreement that outlines a commitment to.a phased approach. The first phase could ' be allowed if an acceptable traffic analysis can show only minor impacts to the interchange and there is a commitment that acceptable mitigation measures will be implemented prior to .Phase IA ' D-17 I r1 J r1 I I ' t.J Mr. Don Levenson 2 June 2, 2003 development being completed. Secondly,future development would be limited until full Caltrans and FHWA processes have been completed to support buildout of the area as projected in the City's General Plan. Ofparticular concern was the impression that there is an unrealistic expectation that the project study report for the ultimate buildout could move forward in the same time frame that was envisioned for the Phase 1 A review, In discussing this issue with other traffic engineers familiar with this process, 7 the reasonable time frame for this type of a•project to move through the Federal and State review may be as long as three to five years. The City believes all parties should be realistic in our appraisals of the effort and time involved. The attached diagram shows the phased approach envisioned in our discussions in March. .J At this point, it may be appropriate for you; City representatives; and Caltrans'representatives Don Anderson, Scott White,and Brian Crane to meet one more time so that we are again all hearing the same message and understand what the options are. - If you have any questions, please feel free to give me a call at 2254122. Sincerely, Tim Hamilton Development Services Director JH jsg Attachment LTR03W602L-DL.wpd c: Trent Seinturier Donald Anderson,P.E., Caltrans Brian Crane, Caltrans Marceline Gonzalez, Caltrans Mike Warren, City Manager Kurt Starman, Deputy City Manager John Keaney,Planning Manager Gary Otremba, Land.Development Manager _J .J u D-18 u M�h.',rr .•Y t 1 C ��.dy lFi�dtr� r I�1 ti.� Jjl.h f4 arYx4 ,¢�Ia � vpa+j.g�ry�� ti akt N t a s 4V P O r S.;1F that !77-F".,!• } ++ :, yi to. I i • r r • • Y II �S"I'A" F' h'uKN - �ltiL;55 "G1Nj1' {CI' i NU'NUIiJl�V41lW�\til ._.� DEPARTMENT OF TRANSPORTATION DISTRICT 2 1657 RIVERSIDE DRIVE P. O. BOX 496073 Flexyour power! REDDING,CA 96049-6073. Be energy efficient! PHONE (530)225-3481 FAX (530)225-3578 TTY (530)225-2019 July 18, 2003 Mr. Jim Hamilton Director, Development Services , City of Redding P.O. Box 496071 Redding, CA 96049-6071 r Development of Oasis Road Along Interstate 5 (I-5) r-, Dear Mr. Hamilton: In an effort to assist Mr. Don Levenson (Developer) in every way possible, I offer the following documentation of where we are in our oversight of the above referenced'project. My office has been working with your staff in communicating and'providing timely reviews of submittals by the Developer through your `J agency. The Developer should not proceed with a PSR/PR or a PSR without first having a traffic analysis that is _J acceptable to the California Department of Transportation (Caltrans) and the City of Redding (City). By moving forward, the Developer takes.considerable financial and time risk. The process to date has resulted in the submittal of incomplete documents requiring additionalreview and comment by:Caltrans and the City. Based on our limited resources, we request that clear direction and consultation between,the Developer, the U City, and Caltrans occur prior to proceeding in order to provide timely reviews and to reduce the number of reviews requested. The risk in proceeding without clear direction and agreement is that the chosen alternative may not be acceptable or be the most appropriate for the conditions. In that case,'the Developer will incur k"J additional expense to his consultants, add considerable time to the project development process and valuable oversight resources will be expended. At our joint meeting with the Developer on.June 17,2003 we discussed the following: ❑ Meeting notes were requested and have not been received from the Developer for review. ❑ The Developer was asked to provide a realistic timeline for what he is proposing and get Caltrans buy-in to this timeline. This timeline has not been received. ❑ I stated that currently Caltrans, the City, and the Federal Highway Administration (FHWA) are proceeding according to the flowchart that was developed from the March 18, 2003 meeting, which depicts the process agreed to in that meeting. The Developer noted that he would like to pursue adding the loop on-ramp to the initial alternative IA and proceed with a Categorical Exemption (CE). This was not acceptable to FHWA at the March 18 meeting nor was it in a follow-up phone conversation I made to FHWA. Because.the Developer disagreed with the current direction, I suggested to him that if he would.like to change the direction of what the flow chart stated, then he should submit to me in writing his request for a change. The following three things must be .done by the Developer: (1) Formally request, in writing, the latest improvement ` proposal so that it can be presented to FHWA;. (2) Obtain a joint meeting between FHWA, r Caltrans, and the Developer and his representatives to agree upon a new course of action; or(3) (he Developer obtain written approval and verification from FHWA that a new course of action is "Callrons improves mobility across California" D-20 u Mr.Jim Hamilton July 18, 2003 Page 2 ' feasible and acceptable to FHWA. No request has been received and no notification from the Developer that he has obtained approval from FHWA. ❑ Caltrans staff stated that the .traffic numbers submitted as part of the Administrative Draft EIR (ADEIR) for alternative IA are flawed and the proposed mitigation does not appear feasible given traffic volumes and constraints at the interchange. I offered at this meeting to have staff meet. directly with the Developer's consultant to work out the inconsistencies and discrepancies. There has been no contact from the Developer, or his consultant,regarding this issue to date. o The Developer asked that Caltrans continue the review of the traffic study. Caltrans is in the process of this review. Because of the number of flawsfound within the traffic study, and to assist the Developer in saving time,Caltrans again requests that the Developer have his traffic consultant r meet with us to go over the discrepancies. a The Developer has been tasked with developing a Cooperative Agreement. A copy of a boilerplate cooperative agreement was forwarded to the Developer last Spring. No action by the Developer has been identified to date. This Cooperative Agreement is very important to lock down the many aspects of this project. Again, without this Cooperative Agreement in place, the Developer is potentially creating financial risk to him and .increasing the time required for ' realizing this project. FHWA has further stated that it expects to have a complete financial analysis for the ultimate buildout; if a phased approach is taken. No financial information has been discussed or received. It has come to my attention that the Developer has asked to submit an updated ADEIR. Comments on the traffic study are forthcoming and prior to.any additional submittal by the Developer for review by Caltrans, these comments must be adequately addressed. I have offered .that the Developer and his consultant meet ' directly with staff and myself to address our concerns. Further,the Developer needs to provide clear direction on his intentions and obtain prior conceptual approval of these intentions from Caltrans and FHWA prior to any future reviews by my staff. Therefore,the following must happen: ' 1. Developer to provide a traffic analysis that mitigates traffic impacts based on Alternative IA. Current analysis and proposed mitigation are inadequate. 2. Begin development of the Cooperative Agreement. 3. If the Developer wishes to request that FHWA accept a loop on-ramp with a Categorical Exclusion, then this needs to be requested in writing. Currently we are working under the,process FHWA outlined on. March 18 and June 17, under which the loop on-ramp will require,at a minimum, an EA FONSI. This will require doing the ultimate PSR first and then phasing in the improvements. "If FHWA determines the loop on-ramp proposal cannot .proceed without full environmental review of the entire interchange, the EA could evolve into an EIS. We have also previously stated that a full range of alternatives, including possible interchange relocation,must be.evaluated in the NEPA process. At this time, the Developer does not have the prior conceptual approval to do anything other than a full PSR. I state this because the PSR/PR can only be done if the traffic numbers adequately address the traffic concems. The supporting traffic analysis is currently inadequate to proceed. I recommend that the City direct the Developer to work with Caltrans to address all of our concerns prior to any additional reviews. This will assist the Developer in cost savings and timely reviews: "Caltrans improves.mobility'across California" ' D-21 Mr, Jim Hamilton July 18, 2003 Page 3 I hope this assists the City and the Developer in evaluating alternative development strategies. If you have any ^" questions, please feel free to call me at 225-3481. Sincerely, DONALD L.ANDERSON, P.E. `. Office of STIP Management and Specially Funded Oversight District 2 -Redding C: Brian Crane Maiser Khaled-FHWA Bary Tippin Lonh Phan -FHWA Wayne Wiant Kurt Starman-City Scott WhiteGary Otremba-City Marcelino Gonzalez ,-*'Don Levenson -Developer i I 7 e� 7 "Caltrans improves mobility across California" D-22 W� STATE OF CAL]FORNIA—BUSMESS:TRANSPORTATION AND HOUSM`AGENCY 'ARNOLD SCHWARZENEGGER Govemor DEPARTMENT OF TRANSPORTATION DIVISION OF PLANNING AND LOCAL ASSISTANCE 1657 RIVERSIDE DRIVE P.O.,BOX 496073 Flex your power! REDDING,CA 96049-6073 Be energy effreienr! 1 PHONE (530)225-2564 FAX (530)225-2459 TTY (530)225-2019 ' December 10,2003 Mr.Jim Hamilton Director,Development Services City of Redding P.O.Box 496071 1 Redding, CA 96049-6071 Dear Mr. Hamilton: Status of Costco/Redding Oasis Center at Oasis Road/Interstate 5 R-5) The California Department of Transportation (Department) has been working cooperatively with the City of ' Redding (City), and Mr. Don Levenson (Developer) on the subject development proposed at the I-5/Oasis Road interchange. A detailed meeting to discuss this project was held with the Developer and his consultants on March 18,2003. Several follow-up meetings have since been held, with numerous documents having been submitted for review. The most recent submittal was the revised traffic analysis for the Administrative Draft Environmental Impact Report (ADEIR). The Costco/Redding Oasis Center is described as Phase 1A, Phase 1 B, and Phase 2'(total buildout)of the Developer's properties. The March 18 meeting set the stage for accomplishing the development of Phase I consisting of a targe retail building of 150,000 sf,with two out-buildings totaling:no more than 7000 sf, for a total of 157,000 sf. In order for approval of that proposal, the Developer is required to demonstrate that traffic associated with Phase 1 A can be accommodated with only minimal improvement to the existing interchange (such as signalization of ramp intersections with local streets, and widening of.the on and off-ramps). Furthermore, the proposed improvements must be shown to be feasible. The Developer is also required to assess the ultimate buildout of the_lands associated with the City's General Plan that effect the Oasis Interchange. At the March meeting, the Department, the City, the Developer, and the Federal Highway Administration (FHWA) agreed that the Developer would be allowed to proceed with Phase IA, if the criteria below can be achieved. This will be formalized by cooperative agreement. 1. The City, the Department, and the Developer must agree to current and future traffic volumes in the area around the project,as well as the volumes generated by the project itself. ' 2. The Developer must provide a traffic analysis acceptable to the City and the Department that shows the existing conditions and the post-Phase IA conditions. 'This analysis must include accurate geometric layouts that provide enough detail to determine whether the proposal physically fits and.is capable of being accomplished in a successful manner within a reasonable period of time, taking into account economic, environmental,legal,and social factors. 3. The Developer must draft a PSR/PR per the Department's standards for Phase IA improvements that includes,but is not-limited to, need and purpose statements, complete project cost estimates,timelines, financial responsibility, right of way data sheet, and the appropriate environmental documentation. If only minimal improvements are found to be.necessary to address the impacts to the interchange resulting from Phase IA traffic, the environmental documentation is expected to be a Categorical ' Exclusion for NEPA and'adequately assessed by the project EIR.for CEQA. ' D-23 J Mr. Jim Hamilton December 10, 2003 Page 2 of 3 4. The FHWA has also directed the Department to ensure through oversight,the development of a second r- PSR(to be prepared by others), that mitigation measures necessary to accommodate traffic associated with the ultimate buildout of the Oasis area are identified. This shall include a study of 1-5 and all interchanges effected, but not less than one interchange north and one south of the Oasis Road r interchange. 5. Once the improvements necessary to handle future traffic at buildout have been identified, potential phasing plans can be established. This must be done in order to demonstrate to the FHWA that the initial phases do not limit or restrict options for future phases as well as the ultimate phase, r 6. The FHWA has insisted that all improvements associated with Phase IA will not impede future alternatives. To date, the Department has reached agreement with the City and the Developer that the Shasta County Regional Traffic Model will be used to identify existing and future traffic volumes in the study area. The `J Department has also reviewed the traffic analysis submitted by the Developer for.Phase I in the ADEIR. r The Department had significant concerns about the accuracy of this traffic analysis and responded to the submittal with a list of suggested modifications. The resubmitted traffic analysis ignored most of the changes suggested by the Department and is unacceptable in its current form. The Department also requested and received geometries and typical sections for Phase IA from the Developer. The adequacy of the geometries and the typical sections cannot be evaluated without a traffic study acceptable to both the City and the Department. —� In closing, a couple of additional comments are merited: ■ The Developer has been asked to provide a realistic timeline to the City and the Department for what is being proposed. This timeline has not been received. _J ■ The.Department and the FHWA are proceeding according to the flowchart that was developed from the March 18,2003,meeting,which depicts the process agreed to in that.meeting(see Attachment 1). ■ The Department is in the process of developing the cooperative agreement that must be approved by r , the City and the Department. The Department will seek conceptual' approval from FHWA prior to finalizing the cooperative agreement. This agreement will address roles and responsibilities, funding, project phasing, and mitigation necessary within and beyond Phase IA. It is planned to have this agreement executed by March 2004. The Department has serious concerns about the proposed project's impact and the operations of I-5. Without an acceptable traffic study and accompanying engineering studies, the Developer cannot reasonably expect to receive agreement from the Department for the proposed mitigations. Attached for your consideration,:are `� specific comments regarding the ADEIR and associated traffic analysis (see.Attachment 2). All of the information in Attachment 2 (other than specification of the exact values to be used in the traffic analysis)has 77 been previously discussed with the Developer and his Consultant. If you have any questions regarding this information, please feel free to call me at(530) 225-2564,or Mr. Don I Anderson at(530)-225-3481. ,J Sincerely, BARB T Depu istrict Director Planning and Local Assistance "Caltrans improves mobility across California" . D-24 .Mr.Jim Hamilton ' December 10,2003 Page 3 of 3 Attachments C: Kurt Starman,Gary Otremba and Jim Wildauer City of Redding ' Brian Crane, Don Anderson, Wayne Wiant Scott White, Dale Widner and Marcelino Gonzalez 1 Caltrans r ' "Caltrans improves mobility across California" D-25 i I ._J 1 p . ala C 1 1 1 a $ � 6 " c O FW - 00 It Z a 1 rib 1 m I 1 I • 1 1 1 Q a c SL CL a II� cc: ILi con .�. 00 yr Lam' > .G i Q IEr� 1 1 x E j 00 W s C it � c Q'a a I -SE u .1S° C a> al act Q y - LJ D-26 Attachment 2 Technical Comments for the Costco/Reddinf! Oasis Center Administrative Draft Environmental Impact Report Administrative Draft Environmental Impact•Report General ' • The Administrative Draft Environmental Impact Report (ADEIR) does not discuss what improvements to the existing Oasis Road over-crossing(structure)will be necessary to accommodate projected traffic volumes at various levels of development(i.e., striping,geometries,number of lanes, etc.). The striping plan shown for Phase IA portrays the basic layout of what the Developer is proposing. The layout, however, has not been shown to meet the City's and/or the Department's ' standards,or identify locations where exceptions may be necessary. i • The ADEIR does not consider alternatives beyond expansion of the existing Oasis Road interchange ' (new structure,relocation of interchange,system-wide improvement/expansion,etc.). • Expansion of the local road network (new facilities/additional lanes). is assumed to occur during various time periods in the ADEIR. The ADEIR should treat any capacity expansion on City streets ' that are necessary to accommodate a given level of development in the study area as mitigation. The City, as Lead Agency, is responsible for determining the proportion of improvement costs that are attributable to the subject development. ' • The ADEIR does not provide assessment of the feasibility of the proposed mitigation measures as required by the CEQA(Public Resources Code Sections 21002, 21061.1). Administrative Draft Environmental Inivact Report —Traffic Analysis for Phase 1A ' Certain assumptions used in the traffic study,including use of default values in the SYNCHRO software, are not acceptable to the Department. Either insufficient information has been provided to justify the assumptions used, or actual (known)values exist that differ from the default values. The following items require modification: • Internal Trip Reduction(Capture)Rate ' A capture rate of 30% is approved for use on this project. The internal trip reduction.(capture) rate between the Costco.store and gas station proposed in the ADEIR is 72%. This is based on information from four dissimilar stores found in a report from the late 1980s. The Guide for the Preparation of Traffic Impact Studies (Caltrans,June 2001) states that "captured trip reductions greater than 5%requires consultation and acceptance by Caltrans"(page 4). The"retail to retail"capture rate in the ITE Trip Generation Handbook.is between 20-30%. ' Geometries Information provided must address existing site conditions.(ramp locations, fill limits, right of- way limits,structure width,drainage,etc.). The Developer has provided basic typical sections, diagrams and related information based.on the unapproved traffic study. It is imperative that the Developer submit geometric information of sufficient accuracy/detail (once an acceptable traffic study exists) to ensure the feasibility of Phase IA(ref. Mitigation Measures 5-1 and 5-2,ADEIR page 5-22). D-27 i • SYNCHRO:Saturation Rate(default value of 1900)nhnl currently used) 1700 vphpl is approved by the Department for the Phase IA and 1B analysis. The Department has identified that driving characteristics in the Redding area do not allow for the base (ideal) flow rate of 1900 vphpl to be attained, with 1700 vphpl being a more appropriate value. In the latest version of the ADEIR traffic study submitted (October 24, 2003), the DeveIoper's consultant agreed that 1700 vphpl is more representative of the driving characteristics inrural conditions (ADE1R, page 5-7). A saturation rate of 1700 vphpl is therefore appropriate to use for Phase IA and IB,as the area will still be predominately rural in character. The higher saturation flow of 1900 vphpl may be used for the evaluation of Phase 2, given that the area will be more urban in character at that time. • SYNCHRO:Averane Lane Width(default value of 12 feet currently used) Eleven feet is..approved by the Department for the eastern leg of the Oasis Road/I=5 southbound ramps intersection(note this does not constitute approval of necessary design exceptions). J Actual lane widths, east of the Oasis Road/Southbound I-5 ramp junction and on the western half of the Oasis Road. over-crbssing (structure), will be approximately 10.7 feet, after the re-striping necessary to accommodate proposed changes(ref. Mitigation Measure 5-1,ADEIR pages 5-22). • SYNCHRO:Grade(default value of zero percent currently used) The actual value on each.approach shall be used, see diagram on following page). The as-builts for the existing interchange show grades between 1.4 and 5 percent:on the approaches to the ramp termini/intetsections. • SYNCHRO:Percentage Heavy Vehicles(default value of two percent currently used) The Department has approved the use of five percent heavy vehicles unless demonstrated otherwise. Counts collected, by Weld-Bower and Associates, for the project ADEIR on March 7, 2002, and June 1, 2002, did not include classification information. Truck volumes on I-5 in the vicinity of the interchange , however, range from 12% to 15%. Observations made by Department staff seem to -- indicate that the percentage of trucks on Oasis Road is also greater than two percent. • SYNCHRO:,PedestriansBicycles default value of zero currently used) The appropriate value to'use is two,unless demonstrated otherwise. Twin View Road to Oasis Road (over I-5) to Cascade Road is a portion of the alternate travel route U for bicycles in the vicinity of the project (1-5 is closed to bicycle travel in this:area). Caltrans staff members have observed pedestrians and bicycle traffic in the area. It therefore cannot be assumed —7 that pedestrian and bicycle traffic will not occur. ^ i J I "Caltrans improves mobility across California" i D-28 U N S F-1.51 ' SB Off NB On -5% +4% r% f- ✓ asiis ' Road +3% +5% -4% +4% SB On NB Off Leaend ' � Arrow indicates direction of travel. x%=Grade ' CaltransEXISTING OASIS PROFILE GRADES PER AS=BUILTS System Planning ' OasisProfiteGrades.xls D-29 CITY Of 410I 1�r L'+A t,nrV 1L i^'hr+'•� . AJI'Y. !,a f. S:`1L .w•5. r,..`c'• f, DEVELOPMENT SERVICES DEPARTMENT i i? �P 777 Cypress Avenue, Redding. CA 96001-2718 /FQa P.O. Sox 496071, Redding CA ,96049-6071 J 530,225.4020 FAX 530.225.449S e-mail: Ihamgton(&cl.reddlng.ca.us December 18, 2003 1-,010-075 J I Mr. Don Levenson j 1901 Avenue of the Stars, Suite 1950 J Los Angeles, CA 90067-6020 Dear Mr. Levenson: Subject: Costco/Redding Oasis Center Environmental Impact Report Application EIR-2-02 and Use Permit Application UP-23-02' `J As you are aware, the City is working diligently in the processing of the environmental document ^ and use permit for the Phase I and 1B Costco/Redding Oasis Center project as well as the Phase 2 conceptual regional commercial project. Despite our efforts to facilitate the project, we find processing goals are being delayed due to an inability to obtain information essential to adequately assess or address project impacts or rectify inconsistencies with City policies and regulations. J The City is responsible for the adequacy and objectivity of the Draft Environmental Impact Report (DEIR). The Planning Commission and/or City Council must make certain findings in order to approve the EIR. To recommend the. document for approval, wemust be confident that all r potentially significant impacts have been identified and appropriate mitigation measures proposed. You are aware that the California Environmental Quality Act(CEQA)and the Permit Streamlining Act set time limits for the environmental document and use permit application. it is essential to the timely progression of the EIR and Use Permit processing that the following information and revisions be provided. Please note that this information is in addition to the other items identified J in our comprehensive comments made in the June 16, 2003, letter and subsequent e-mail communication to the consultants on revision of the administrative DEIR. Your cooperation in expediting the work requested of the consultants is essential. Hydrology j The hydrology report provided in June 2003 with the administrative DEIR indicated that the project runoff would not have an impact on peak flows in Salt Creek or Churn Creek downstream under existing conditions. However, subsequentdiscussions and review determined that the project increases peak flows to Salt Creek between the project and the confluence of Salt Creek and Churn I ,u j D-30` Li i Mr. Don Levenson 2 December 18,2003 ' Creek under existing conditions. Our June 16`h letter included comment on what additional information was needed for adequate analysis and to address any potentially significant impacts. Subsequent attempts by telephone conference calls and e-mail were also made to explain what was ' needed and why it was needed. Ultimately,we were informed on November 5,2003,that you were not in agreement that the requested information and analysis was necessary and that you advised the consultant to suspend filrther hydrology work. The critical information still outstanding is as ' follows: ' 1. The increase in peak flows in Salt Creek under existing conditions must be mitigated. Mitigation measures must be proposed as part of an adequate EIR (i.e., detention facility, pervious concrete,a drainage release obtained from affected property owners prior to issuance of a grading or building permit). ' 2. Mitigation proposals involving detention facilities must include preliminary design ' information that identify. the facility location, preliminary grading information, storage capacity,and compliance with 4:1 slope minimums for aboveground facilities,as well as any other information deemed necessary by the City Engineer. The hydrology assessment should ' be performed for each phase of the project to identify at what phase mitigation is needed. 3. A cumulative impact analysis is needed to determine what the project impact will be under cumulative conditions with and without the project based on complete development of the ' watershed. 4. The computer modeling files are needed for review to help confirm the report assumptions and iconclusions. 5. The report or technical appendix needs to have a brief explanation of the basic assumptions used in developing the existing level of development scenarios and the future ultimate buildout scenarios. ' Creek Corridor Setback In the June letter and again in subsequent communications(e-mails of June 24, 2003,and August 5,2003'),we pointed out that the creek corridor setback requirements of Chapter 18.48 of the Zoning Code d General Plan Policy NR6D were not being met because the Hawley Road alignment depicted for the project did not maintain an average setback of 50 feet from the top ofbank on both the north and south sides of Oasis Road. On September 24, 2003, we received a creek corridor setback exhibit that did not meet the stated requirements. We pointed this out in our e-mail communications to the consultant on September 29,2003. We have yet to see a revision responding to these comments. The-exhibit was to be revised as follows: D-31 Mr.Don Levenson 3 December 18, 2003 1. The minimum creek corridor setback of Chum Creek Road/Hawley Road right-of-way is to be 50 feet. The current revised exhibit shows an average set back of only 39 feet in that area south of Oasis Road. 2. City street standards require that a 1,000-foot radius be used for arterial streets. The right-of- way design for Churn Creek Road/Hawley Road must reflect this standard and allow for an appropriate off-site connection. 3. To provide adequate room for the pedestrian/mail facility east of the right-of-way,a minimum i setback to Churn Creek Road/Hawley Road right-of-way at any point is to be 25 feet. As you know, the creek corridor setback is intended to protect the natural resource value of these areas for recreational, scenic, and water quality purposes,.as well as sensitive species protection. Although the setback issues are not directly related to the hydrology analysis,until the road right-of- way boundary is fixed,and the amount of encroachment into the 10, 25 and 100-year floodplain is known;-an accurate hydrology assessment cannot be provided. Fire Flow Requirements At our September 24, 2003, meeting with you and your consultants,your consultant indicated that an additional study was being completed showing increased volume and flow of water from the Bella Vista Water District. We requested review of the information when it became available. We just ' today received a Ietter from the Bella Vista Water District summarizing the study. The engineer's analysis and proposed public safety mitigation measures are needed that identify how the 5,000-gallon-per-minute fire-flow requirements of the Fire Marshal can be met for a four-hour duration. Traffic Circulation Analysis ^! After reviewing theNovember 5,2003,Phase 1 A traffic analysis,we have found that the consultant still has not responded to numerous prior requests for specific information(meetings on March 18, June 17, August 12, and August 25, 2003, and conference call on September 19, 2003). The following is key information asked for but not yet received: 1. As noted in our June 16 comments,traffic modeling is to provide a comparative analysis both - with and without Twin View Boulevard north of Oasis Road at the agreed-upon horizon years reflectingthe various phases of construction in an alignment p .gement consistent with the City's Transportation Element. As indicated in prior written and verbal communications, a 1,000- foot radius design standard is required for arterial streets. I 2. Provide an alignment exhibit of the proposed interim and future Twin View Boulevard south ! of Oasis Road. The Phase I interim Twin View Boulevard exhibit must demonstrate how i D-32 i Mr. Don Levenson 4 December 18, 2003 existing properties and driveways will be able to safely access Twin View Boulevard in its interim realigned location. 3. It is unclear with the information provided what the consequences of signal synchronization will have on the on-site circulation of the Costco.site itself. Analysis of the on-site driveways next to the Twin View Boulevard intersection were to be provided. 4. The Phase 1 B and Phase 2 traffic analysis were to be provided and are to be consistent with the Phase 1 A parameters. Attached is a letter recently received from Caltrans which identifies information and analysis that has been requested previously but not yet provided. Despite multiple meetings and review of ' documents,the information and analysis continues to be missing from the report. We concur with Caltrans that this information is essential to appropriately assess impacts and determine which are potentially significant and in need of mitigation. Project Description We discussed at the time of your application and in subsequent communications(i.e.,December 18, 2002, Seeping Meeting and letter of December 27, 2002), the project as submitted requires that additional application requests be made for merger of parcels; a variance from the Sign Ordinance ' to exceed the wall sign area maximum and maximum number of monument signs;abandonment of Twin View Boulevard;a General Plan Amendment ofthe Transportation Element's Circulation Plan for elimination of a planned arterial. As the project description has not changed to eliminate these requests, these applications are still outstanding. Conclusion It has been one of the Department's highest priorities to facilitate the processing of this project. To do so expeditiously and in the time frames required under the California Environmental duality Act and the Permit Streamlining Act,it requires a sustained cooperative effort on all sides. To move the project forward, it is essential that the information provided be accurate and complete. 'This information would include that outlined herein,as well as the information requested in the June 16, 2003, letter and subsequent e-mails to the consultants. We would like to move forward in processing your permit and EIR. To do so,we must receive the ' requested information and have the Administrative Draft EIR no later than January 9,2004,and that it require minimum revision so that the Draft EIR is circulated on or about February 5, 2004. Lacking this, we must move forward to bring the project to the Planning Commission with only the information currently available. This will make it difficult, if not impossible, for us to make a ' positive recommendation on the project. Doug Herring has indicated that it is your intention to have the revised Administrative DEIR to us the week of December 21". In the event this does indeed occur, we look forward to reviewing the document. D-33 Mr. Don Levenson 5 December 18, 2003 �J If you have questions or need filrther clarification,please give me a call at(530)225-4122. Sincerely, 'im Hamilton,AICP, Director Development'Services Department 3H:jsg Attachments LTR03\Al2I 81,DLwpd c: Douglas Herring, Douglas Herring and Associates David.Rogers, Costco Trina Buitron, WRG Design, Inc. Mike Ashby, Carr,Kennedy, Peterson and Frost Trenton Seinturier Barry Tippin, Caltrans, District 2 Brian Crane, Caltrans,District 2 Don Anderson, Caltrans,District 2 Wayne Wiant, Caltrans,District 2 Scott White,Caltrans,District 2 Dale Widner,Caltrans, District 2 Marcelino Gonzalez, Caltrans, District 2 Kurt Starman,Deputy City Manager j Brad Fuller,City Attorney I i r-, r-, i i I D-34 i� Responses to Letter D: Caltrans Responses to .Letter D: Caltrans D1. Subsequent to receipt of this comment letter on the DMEIR, TYLin/CCS has rcoordinated with City and Caltrans staff and a set of mutually agreeable traffic values have been developed. Based on the revised traffic values, a Traffic Study . Addendum has been prepared for the FMEIR submittal. The Traffic.Addendum is included as Appendix 1 of this FMEIR. As a result of the changes to traffic values, project trip generation has increased and associated impacts and mitigations measures have been revised. The FMEIR Traffic Addendum (Appendix 1) identifies updated traffic impacts and associated traffic mitigation measures for both Phase I and Phase II of the proposed project that include revised information for the following scenarios: ' • Scenario 2: Existing Plus Phase IA • Scenario 3: 2006 Plus Phase IA and IB • Scenario 4: 2012 Plus Phase II - • Scenario 6: 2025 Cumulative Plus Project Appendix 1 of the FMEIR describes in detail all updates to traffic impacts and proposed mitigation measures associated with each of the analysis scenarios listed. D2. Please see Response to Comment D1. D3. Based on the agreed-upon traffic values listed in Appendix 1, Phase 1A would generate a net total of 1,230 and 1,689 trips during the weekday PM peak hour and Saturday Midday Peak hour, respectively, as compared with the respective 1,080 and 1,525 trips shown in Table 5-6 of the DMEIR. The revised Table 5-6 is included in Appendix 1 of this Responses to Comments Document. Because of the increase of the'trip generations and the change of other traffic values as listed in Appendix 1, Impact 5-1 and Mitigation Measure 5-1 on page 5-26, for Phase IA are hereby revised as follows (insertions underlined, deletions shown in Redding Oasis Center Final Master EIR D-35 Responses to Letter D: Caltrans Impact 5-1 The intersections of Oasis Road & I-5 Southbound Ramps, d aper-ate at 1.06 P Elor-iRg the Satur-Elay t;nidday peak hour. undizi: tt , F.,: t:,. ni., ni,^,;ta 14 c ,n , `.,t,;i Nhe :,•te-r-..,,,A:,.,, ,.c and Oasis Road &I-5 Northbound Ramps would operate at LOS E or F 17 during both peak hours under the Existing Plus Phase IA same scenario. ince seetien of Elaszs Re ^ the __j Mitigation Measure 5-1 a) The following intersections shall be signalized: Oasis Road at Cascade Boulevard, a*d-Oasis Road &1-5 Southbound Ramps, Oasis Road &1-5 Northbound Ramps; Oasis Road & Western Driveway, Oasis Road & Eastern Driveway; and Oasis Road & Churn Creek Road. Peak-hour volume signal warrants would be met for the intersections of Oasis Road J at 1-5 Southbound Ramps, at 1-5 Northbound Ramps, and at Western Driveway. Signalization of the intersection of Oasis Road & Cascade Boulevard and Oasis Road and Eastern Driveway would be J recommended based on excessive vehicle queues. Coordination of these signals would be required due to their close proximity to one another. b) At the Oasis Road &1-5 Southbound Ramps intersection, the eastbound approach shall be widened to provide an exclusive through lane and 4ae an exclusive right-turn lanes. The southbound on-ramp shall be widened to provide 300 feet of side-by-side lanes followed by 40:1 taper. The westbound approach shall be widene re-striped to provide one through lane. c) At the Oasis Road & 1-5 Northbound Ramps intersection, the northbound approach shall be widened and re-striped to provide a shared through left lane and aH-two exclusive right-turn lanes. The westbound approach shall be widened to provide an exclusive through lane and an exclusive right-turn lane. All proposed ramp/roadway widening. may include relocation of utilities and drainage and would be subject to Caltrans and/or City's approval during project design review. I d) Twin View Boulevard south of Oasis Road shall be shifted to align with the intersection of Oasis Road & Western Driveway, effectively eliminating the existing intersection of Oasis Road & Twin View Boulevard. The westbound approach of the intersection shall be widened J to provide one left-turn lane, one through lane and one shared through/right lane. The eastbound approach shall provide two exclusive D-36 Redding Oasis Center Final Master EIR �'^ 1 Responses to Letter D: Caltrans left-turn lanes, one through and shared throw lg 2-right lane and malt require additional right-of-way acquisition from the southerly propertu owners. The northbound approach shall provide one shared left-through lane and one exclusive right-turn lane. The project sponsor shall dedicate to the City of Redding the road right-of-way tinder the project sponsor's ownership for both the interim Phase I alignment as well as the ultimate alignment (to be constructed as part of Phase II) of Win View Boulevard across the Phase II site. e) A one-lane loop-ramp from Westbound Oasis Road/Overpass to Southbound I-5 Freeway shall be constructed and may r6gt1.ire relocation of the southbound off--ramp to the west in order to meet Caltrans design requirements. This mail require additional right-of-way acquisition from the properW owners to the west. - All proposed ramp/roadwaiy improvenients 'may include relocation of.utilities and drainage and would be sttbiect to Caltrans and/or City's approval during project design review. Q At the intersection of Oasis Road and Cascade Boulevard, the southbound approach shall be widened to provide one exclusive left-turn lane and one shared through-right lane. This may require additional right-of-way acquisition from the adjacent property owner(s). g) Right-of-wait acquisition necessary to accomplish Mitigation Measures 5-1 c, d, e, and f would be required prior to issuance of a building permit for Phase I. The project sponsor shall negotiate with the affected property owners for purchase of the necessary right-of-way. The project sponsor may enter into agreements with the City of Redding, the Redding Redevelopment Agency, and/or Caltrans to participate partially or full in the implementation of this mitigation measure. ' Appendix 1 of the FMEIR describes in details all updates related to Phase IA including Figure 5-5, 5-6, and 5-7 which illustrates the improvements listed ' above as well as Tables 5-6, 5-7,5-8,5-9,5-10,and 5-11. D4. As noted in Response to Comment D1, a revised traffic analysis has been prepared and is summarized in Appendix 1. See Response to Comment D1 and ' Appendix 1 for additional details. The long-terms needs of the interchange are assessed in the Phase II analyses (see also the discussion of feasibility in the ' Executive Summary Chapter and responses to Caltrans comments at the December 14, 2004 Planning Commission meeting). i i Redding Oasis Center Final Master EIR D-37 Responses to Letter D: Caltrans The agreements mentioned are not necessary for the MEIR to review the impacts and mitigations for the project. Such agreements should rely upon the findings in the EIR and the Conditions of Approval for the project. D5. As noted in Response to Comment D1, a revised traffic analysis has been prepared and is summarized in Appendix 1. See Response to Comment D1 and Appendix 1 for additional details. The project analyzed in the MEIR is the ultimate project proposed by the developer (both Phases I and II). As noted by the commenter, any interchange construction would require Caltrans permits. D6. Comment noted. As indicated in Mitigation Measures 4-6, 4-7, 4-8, and 13-3, r- provision of a public roadway extending between Oasis Road and Twin View Boulevard north of the Phase I site would be required as a condition of project �^ approval, whether that roadway be the Churn Creek Road or a public roadway across the Phase I site. D7. No revision is needed for Mitigation Measure 4-5 because it already requires the provision of bicycle and pedestrian facilities consistent with General Plan Policy t CDD10F. Impact 4-5 on page 4-49 of the Draft MEIR is hereby revised as follows j (insertions underlined, deletions shown in stfi I i Project planning had not progressed sufficiently at the time of preparation of this EIR to make a definitive determination on the project's consistency with the General Plan policies cited above. Offsite bicycle and pedestrian facilities are substandard on the Oasis overcrossin dg ue to limited overcrossing width and would remain substandard until Phase II when the overcrossing/interchange is .modified. For purposes of this analysis, the proposed project is assumed to be inconsistent with General Plan policies CDD10D, CDD10F, and CDD13E, which would be a significant impact. Implementation of the following measure would reduce the impact to a less-than-significant level. D8. The updated freeway traffic analysis using both the Highway Capacity Manual (HCM) and Caltrans Highway Design Manual (HDM) are shown in the revised Table 5-10 in Appendix 1. These analyses are included in Revised Appendix C in this Responses to Comments Document. .J LJ D-38 Redding Oasis Center Final Master EIR i �I I Responses to Letter D: Caltrans D9. Per the Caltrans req Y request, the analysis of I75 Mainline between Oasis Road and SR-273 has been included in the revised Table 5-5 and Table 5-10 in the FMEIR ' Appendix 1 - Traffic Study Addendum. These tables represent an updated analysis prepared since publication of the DMEIR, as noted in Response to Comment D8. The analyses sheets are included in Revised Appendix C in this Responses to Comments Document. D10. The S ncro files were not used to determine freeway mainline LOS. As Y Y requested by Caltrans in Comment D8, the mainline levels of service have been re-analyzed using HCS and HDM methodologies. The HCS and HDM files containing all necessary values/information have subsequently been reviewed by Caltrans staff. The results are documented in Appendix 1 of the FMEIR. ' D11. Updated trip generation and distribution information was incorporated into revised Tables 5-6, 5-7, and 5-12 and Figures 5-5 and 5-9, and a revised analysis was performed. The results of the analysis and the revised.tables and figures are presented in Appendix 1 of the FMEIR. These analyses are included in Revised Appendix C in this Responses to Comments Document. D12. Please see Responses to Comments D1 and D3. Updated trip generations-for all phases of development have been included in Appendix 1 of the FEIR to reflect a change to the internal trip discount rate between Costco and gas stations from 72 ' percent to 30 percent as requested by Caltrans and the City of Redding. Revised Tables 5-6, 5-12, and 5-17 summarize updated project trip generation for Phase IA, Phase IB and Phase II, respectively. These tables are presented in Appendix 1. D13. Please see Responses to Comments D1 and D3. Saturation flow rates have been adjusted for all freeway ramp intersections (left-turn and shared left/through movements only) from 1,900 vphpl to 1,710 vphpl. D14. Queue lengths and storage lengths for both the I-5 Freeway Northbound and Southbound Ramps were provided in Table 5-11 of the DMEIR. Updated results. using the traffic values listed,in Response to Comment D1 have been provided in the revised Table 5-11 of Appendix 1, Traffic Study Addendum. Redding Oasis Center Final Master EIR D-39 Responses to Letter D: Caltrans i D15. Figure 5-8 no longer conforms to the mitigation measures and is deleted from the u i MEIR. The typical cross-sections will be prepared as the design process i proceeds. The purpose of the MEIR is to provide a "planning level" assessment of the proposed project. Additional design development is beyond the scope of this MEIR, and is not required to evaluate potential environmental impacts of the J project and identify mitigation measures to reduce the impacts fo less-than- significant levels. Extension of Churn Creek Road northerly to be connected to the existing Twin View Boulevard has been incorporated into the revised Figure 5-7,which is included in Appendix 1 of the FMEIR. D16. A revised Figure 5-7 has been included in Appendix 1 that shows the revised Mitigation Measure 5-1 (see Response to Comment D3). The revised mitigation requires a loop ramp for westbound Oasis Road to southbound I-5 traffic. Widening of the northbound and southbound off-ramps from I-5 and along Oasis Road will require right-of-way within Caltrans' and the project applicant's property. Additional right-of-way may be necessary to meet Caltrans design requirements for the loop on-ramp. However, there will be no significant right- . ,-, of-way impacts. Relocation of catch points and other utilities may be required but would not result in any significant impacts. This issue will be addressed to the satisfaction of Caltrans and the City of Redding during the Caltrans project development phase for the interchange improvements and/or the City's site development phase for improvements along Oasis Road. r, D17. Figure 5-8 no longer conforms with the mitigation measures. The Final design plan will be developed during the Caltrans project development phase and/or the City's site development review process. Slope requirement or a design exception will be subject to Caltrans and/or City's approval. D18. See Response to Comment D3. Merging length in MM 5-1(b) has been revised I from 240 to 300 feet. This merging length and taper has also been revised to 300 feet in the revised Figure 5-7 as included in Appendix 1. i D19. The northbound off-ramp lane configuration has been revised as stated in Response to Comment D3. Accordingly, Figure 5-7 has also been revised (see Appendix 1), as stated in Response to Comment D3. D-40 Redding Oasis Center Final Master EIR I r u I Responses to Letter D: Caltrans D20. The justification for the proposed project as described in Chapter 3 of the DMEIR l P ' is that the landowner and his design consultants determined that it was a feasible way to meet the objectives of the project. The role of the MEIR is to identify all potential environmental impacts associated with implementation of the project Ias proposed. Furthermore, from a traffic flow standpoint, the traffic impact analysis determined that area traffic would function .at .acceptable levels of service with the private driveway across the Phase I site providing public access to the north of the site. That said, mitigation identified in the DMEIR for other impacts requires the provision of the project driveway as a public roadway meeting all applicable City standards or the construction of Churn Creek Road north of Oasis Road,to connect with Twin View Boulevard. A revised Figure 5-7, presented in Appendix 1 of this document, illustrates the latter mitigation option, with the Churn Creek Road/Twin View Boulevard conceptual alignment/ connection mapped out. It is anticipated that this option will be adopted by the City of Redding as a condition of project approval. D21. The comment demonstrates confusion between the Project Description i (Chapter 3 of the DMEIR) and the impact analysis presented in subsequent chapters. Chapter 3 describes the project as proposed by the applicant, and is accurate in its statement that interchange modifications are not part of the project. Impact 5-7 identifies a traffic impact that would result from 1 implementation of the proposed project, and Mitigation Measure 5-7 requires interchange modifications to reduce the impact to a less-than-significant level, consistent with the requirements of CEQA. This distinction between the project as proposed and the project as mitigated is how CEQA :requires environmental ' review in an EIR to be presented. The requested modification is not only not required, but would be inconsistent with a proper CEQA analysis. ' D22. The request for Caltrans to coordinate with the City Engineer on the final site design plan development review will be up to the City. However, throughout the initial phases of project review, the City has collaborated closely with Caltrans, and this cooperation is expected to continue. D23. The analysis of Phase IB of the proposed project has been updated to:reflect year i2006 conditions, as agreed to by Caltrans staff subsequent to receipt of this Redding Oasis Center Final Master EIR D-41 Responses to Letter D: Caltrans `J I comment of the DMEIR. Existing freeway and intersection counts used for the Existing conditions analyses were collected in 2001 and 2002; growth factors of 10 I percent and 8 percent, respectively, were applied to the existing freeway and intersection volumes to account for background traffic growth for the revised Phase IB conditions. Because of the additional background traffic growth as well as the increase in trip generation, the change in saturation flow, and the change in other traffic values-all discussed in Response to Comment D1 (see also Appendix 1 of this Responses to Comments Document for a detailed description of analytical methods)-the impact due to changes listed resulted in adverse queuing impacts along Oasis Road at the I-5 Northbound Ramps intersection. y Mitigation measure to reduce Project density is proposed and discussed in detail in Mitigation 5-5. Due to physical constraints of the existing structure over 1-5 Freeway, no additional feasible roadway improvements are available under Project Phase IB conditions. Instead, a mitigation measure to reduce Project trip generation would be required. Detailed impact analyses have been conducted to determine trip generation thresholds that would mitigate the queuing impacts along Oasis `J 1 Road to a less-than-significant level. Table 5-15 summarizes the westbound 17 i queue on Oasis Road at the 1-5 Northbound ramps which shows that with the implementation of the trip generation thresholds, the queue during the weekday PM peak hour and Saturday midday peak hour are 509 feet and 506 feet, respectively. The maximum storage length is 510 feet. Thresholds were determined independently for both the weekday PM peak hour as well as Saturday midday peak hour. The mitigation measure would allow a combination of various types of commercial uses (i.e., shopping center, big-box retail, gas station or theater) to be developed within the Project site so as long as trip generation does not exceed the threshold limits. Impact 5-5 and the associated Mitigation Measure 5-5 for phase IB are hereby revised as follows (insertions underlined, deletions shown in ket-h-r-a k+94): I D-42 Redding Oasis Center Final Master EIR r--- 1 Responses to Letter D: Caltrans Impact 5-5 The seuthbound appr-aaeh at the inter-seetion of Oasis Read &-Easter-n Under 2006 Plus Phase IA Scenario,Oasis Road would experience significant queuing;in the westbound direction at the intersection of I-5 Northbound Ramps Saturday midday peak hour. Under 2006 Plus Phase IB Scenario, Oasis Road would experience significant queuing in the westbound direction at the intersection of I-5 Northbound Ramps during both the Weekday PM peak hour and Saturday midday peak hour. In addition, the:intersection of Oasis Road &I-5 Northbound Ramps would operate at LOS D in the Saturday midday peak hour. (S) Mitigation 5-5 this Signal Shall be EY44 eli 9646 ReO4 ., 15, Project floor area and/or proposed uses shall be reduced to a level, such that trig generation zvould not exceed the folloufing tliresholds based on current Institute of Transportation Engineers (I.T.E.) trip generation standards: i. Weekday PM peak hour trips: 740 Inbound and 800 Outbound (total 1,540) trips, and ' ii. Saturday midday peak hour trips: 742 Inbound and 764 Outbound (total 1,506) trips D24. Comment noted. Phase II analysis as presented in the DMEIR is consistent with guidelines as prescribed in California Environmental Quality Act (CEQA) as they pertain to traffic impact analyses. Caltrans did provide some additional . comments.related to the feasibility of Phase II during the December :14, 2004 City of Redding Planning Commission Meeting. A summary of those comments and responses are provided in Chapter 5 of this Responses to Comments Document. D25. Based on discussions with Caltrans staff, analysis of Phase II of the project has been updated to reflect year 2012 conditions. Existing freeway and intersection counts used for the Existing conditions analyses were collected in 2001 and 2002, respectively. Thus, a growth factor of 2 percent per year has been applied to the Redding Oasis Center Final Master EIR D-43 Responses to Letter D: Caltrans I respective existing freeway and intersection volumes to account for background traffic growth for Phase II conditions. Addendum 1 contained in the FMEIR i reflects a 2012 horizon year analysis. It also reflects a revised internal trip deduction rate of 30% (see response D1) of Phase II of the proposed Project. On page 5-49, Impact 5-7 and page 5-57, Impact 5-9 and,the associated mitigation `a measures for Phase II are hereby revised (or deleted in the case of Impact 5-9 because with the revised mitigation measures for Phase II, Impact 5-9 is no longer significant) as follows (insertions underlined, deletions shown in Impact 5-7 7 The inte,,,.,,etion off n,..,a &-Under 2012 Plus Phase II Scenario,Oasis i Road would experience significant queuing in the westbound direction at the intersection of I-5 Northbound Ramps during both the Weekday PM peak hour and Saturday midday peak hour. The intersection of Oasis Road &C.,.,eade geul,,var-a 1-5 Northbound Ramps would operate at LOS i F during both the PM peak hour and Saturday midday r, peak hour ,., er- the 20-0-5 AAs IN The intersections of ,y i Oasis Read & 15 n.,.,,ps Oasis r1 ,,a —4 1 -5 Rai:nps, Oasis Road & Western Driveway, and ^. sis ln,.ad & Ea"`e"-' would operate at LOS F during both peak hours and the i intersection of Oasis Road & Eastern Driveway would operate at LOS D during the Saturday midday peak hour under the 2012 Plus Phase II scenario. Additionally, weaving movements along northbound I-5 i between Route 273,and Oasis Road would operate at LOS D. The 17 j ,-te-r-seetion of ll,,.,:.. Read & r hor-., !-',.,,.,1. Read- iv-old- beth ate at i -- j Mitigation Measure 5-7 Prior to the issuance of occupancy permits for any portion of the project which would exceed the trip Qeneration thresholds identified in Mitigation Measure 5-5, the following traffic improvements shall be constructed. a) At the Oasis Road & I-5 Southbound Ramps intersection, the southbound approach shall be widened to provide two left-turn lanes, one j D-44 Redding Oasis Center Final Master EIR Responses to Letter D: Caltrans through lane, and one right-turn lane. The eastbound . g g approach shall be widened to provide three through lanes and#tee one fi'ee-flow right-turn lanes. The westbound approach shall be widened to provide a loop on-ramp 'to southbound I-5 and #ee three through lanes. The widening of the Oasis Road &I-5 Southbound Ramps intersection would also require widening at the Oasis Road & Cascade boulevard intersection due to its close proximity. At the Oasis Road and Cascade Boulevard intersection, the northbound approach shall be widened to provide one exclusive left-turn lane and one shared through-right lane: The eastbound approach shall be widened to provide one shared through- left lane and one shared through-right lane. The westbound approach shall be widened to provide one shared through-left lane, one exclusive through lane and one right-turn lane. The southbound aiWroach shall be widened to provide one exclusive left-turn. lane and one shared through- . right lane. This may require additional ri l�of--wait acquisition from the adiacenti2roperty owner(s). b) At the Oasis Road & I-5 Northbound Ramps intersection, the northbound approach shall be widened to provide one e;-r-lusiye _r_; *::r:i larie-, ew shared through-left lane, and two right-turn' lanes. The eastbound approach shall be widened to provide one left-turn lane and three through lanes. The westbound approach shall be widened to provide three through lanes and one shared throu right-turn lane. c) At the Oasis- Road & Western Driveway/Twin View Boulevard intersection, the northbound approach shall be widened to provide two left-turn lanes, one through lane, and one right-turn lane. The southbound approach shall be widened to provide one left-turn one through lane and one right-turn lane. The eastbound approach shall be widened to provide two left-turn lanes, three through lanes, and one right-turn lane. The westbound approach shall be widened to provide one left-turn lane, # ve three Q��v through lanes and a shared through/right lanes. d) At the Oasis Road & Eastern Driveway intersections, the northbound approach shall be widened to provide two-left-turn lanes and one shared through-right lane. The southbound approach shall be widened to provide one left-turn lane, one shared right/through lane, and one right- turn lane. The,eastbound approach shall be widened to provide er+e two ' left-turn lane) two through lanes and two elle right-turn, lanes. The westbound approach shall be widened to provide one left-turn lane, erre ewe two through lanes and one shared through/right lane. ' e) At the iiew—Oasis Road & Churn Creek Road intersection, the northbound approach shall be constructed to provide two left-turn lanes, one through lane, and one right-turn lane. The southbound approach shall be constructed to provide one left-turn lane, one through lane, and one right-turn lane. The eastbound approach shall be constructed to provide one left-turn lane, one through lane, and one right-turn lane. Redding Oasis Center Final Master EIR D-45 Responses to Letter D: Caltrans ` The westbound approach shall be constructed to provide one left-turn ti lane, one through lane and one shared throughright-turn lane. In order for the development zvhich triggers Mitigation Measure 5-7 to be permitted or constructed, a seven (7)-lane (or larger) over crossing must be constructed to provide the lane configuration described above which includes one left-turn lane, and three through lanes on the Eastbound approach to Oasis Road and the Northbound ramps and a loop on-ramp and three through lanes on the Westbound approach to Oasis Road and the Southbound ramps. Additional auxiliant lane and/or acceleration and deceleration lanes between the on-and o,[-ramps may be e required. Signalization of the reconstructed intersections are to continue to be provided. Impact 5-9 LOS P Elur-ing the Satuf:day fflidday pealk hear- wwde;: dhe 20-0-5 1-214-is Phase 1-1 -7 epa-io. Mitigation Measure 5-9 oHidday Peak helif:. D26. The 20 percent rate to account for "cross traffic" between Phase I and Phase II of the proposed Project has been reflected in the revised impacts and mitigation measures associated with Phase II as stated in D25 response. Figure 5-11 reflects <�y the cross traffic assignment. i D27. Consistent with Mitigation Measures in 4-7 and 4-8, Mitigation Measure 4-6 I should have been identified in the Draft MEIR as having a second options related to the provision of fire protection services. Mitigation Measure 4-6 is hereby ' revised as follows (insertions underlined, deletions shown in )- Mitigation Measure 4-6 i a) Prior to issuance of occupancy permits for the Phase I project, Churn Creek Road shall be constructed from Oasis Road northward to a nezv L D-46 Redding Oasis Center Final Master EIR Responses to Letter D: Caltrans rconnection with Twin View Boulevard, to the north of the please I site, OR b) The proposed main driveway across the Phase 1 site shall be constnicted and dedicated as a public street and shall be designed in accordance with the Cit-it's standards for arterial roadways, including the provision of improvements identified in Section 16.13.040 of the Municipal Code. Because either the main driveway or Churn Creek Road could be the link to the north, the project description identified only the first 300 feet of Churn Creek ' Road as essential for the project. D28. Revised Figure 5-12 is included in Appendix 1 of the FMEIR. Lane g g configuration and storage lengths required for Phase IA and IB have been summarized in Tables 5-11 and 5-15 and.illustrated in the revised Figure 5-7 as included in Appendix 1. The Revised Figures 5-12 and 5-18 show the mitigated lane configuration requirements for Phase II and Cumulative Plus Project conditions. Estimated queue lengths for intersection turning movements are presented in the revised Tables 5-20 and 5-28 for the two respective conditions as also included in Appendix 1. These figures and tables will serve as guideline for roadway improvement design to be finalized during the subsequent Caltrans tproject development phase and/or the City's site development process. The revised mitigation measure for Phase II result in a reduction in the impacts and required mitigations for the 2025 Cumulative Plus Project Scenario. In essence the mitigations must be added before Phase II can be approved. A r review of the final traffic LOS calculation by CCS/TYLin results in the follow revisions to various Impacts and Mitigations between Impact 5-20 and 5-31 and mitigation measures for those impacts. Two new impacts have been added based on the changes. They are Impact 5-24b and 5-29B. Impacts 5-20 through 5-31 are hereby revised as follows ' (insertions underlined, deletions shown in ): Impact 5-20 The intersections of Oasis Road & Cascade Boulevard would oUerate at LOS E and -pasts Read & 15 Sa rtl a -�4ps r Redding Oasis Center Final Master EIR D-47 Responses to Letter D: Caltrans i Oasis Road & Churn Creek would operate at LOS F during both peak hours under the 2025 Cumulative Plus Project scenario. The intersection of Oasis Road & I-5 Northbound Ramps would operate at LOS EP during the Saturday midday peak hour under w this scenario. The intersections of Oasis Road & Western Driveway would operate at -, LOS E and F during the Midday PM and Saturday midday peak hour, respectively, under the 2025 Cumulative Plus Project scenario. Mitigation Measure 5-20 i The following mitigation measures shall be implemented when Coordination of these signals would continue to be required. � 1 a) At the Oasis Road. & Cascade Boulevard intersection, the northbound approach shall be widened to provide one le turn lane, one througlzt lane, and one exclusive right-turn lane.. The southbound approach shall be widened to provide two left-turn lanes, one std through- lane, and one exclusive right-turn lane. The eastbound approach shall be widened to provide one . eft-turn lane, tzvoe through lanes, and one shared through/right lane. The westbound approach shall be widened to provide one left-turn lane,three through lanes, and one right-turn lane. b) At A4_12 Read &1 5 'seitt4bewid Ramps the westbefff44 b) At the Oasis Road & I-5 Northbound Ramps intersection, the northbound approach shall be widened to provide two left- turn lanes one shared through/right 1ef-t lane, `J lie; and two right-turn lanes. The westbound approach shall be widened to provide four through lanes and one right-turn lane. c) At the Oasis Road & Western Driveway/Twin View Boulevard 7 intersection, the westbound approach shall be widened to provide two left-turn lanes, four through lanes, and one right-turn lane. The eastbound should be widened to provide two left-turn lanes, four through lanes, and one right-turn lane. The northbound approach should be widened to provide two left-turn lanes, one through lane, and two right- turn lanes. d) At the Oasis Road & Eastern Driveway intersection, the northbound approach shall be re-striped to provide one exclusive left-turn lane, one shared through/left lane, and one right-turn lane. The southbound approach shall be re-striped to provide one exclusive left-turn lane, one shared through/left' lane, and one right-turn lane. The eastbound approach shall be widened to provide two left-turn lanes, three through F' D-48 Redding Oasis Center Final Master EIR Responses to Letter D: Caltrans lanes, and one right-turn lane. The westbound approach shall be g pP widened to provide two left-turn lanes, two exclusive through lanes, and one shared through/right lane. e) At the Oasis Road & Churn Creek Road intersection, the eastbound approach shall be widened to provide two left-turn lanes, two through lanes, and one right-turn lane. The westbound approach shall be widened to provide two left-turn lanes, two through lanes, and one right- turn lane. The northbound approach shall be widened to provide two left-turn lanes, two through lanes, and one right-turn lane. The southbound approach will be widened to provide one left-turn lane, one throw lane, one shared through/right lane, and one right-turn lane. Mitigation Measure 5-21 The intersection of Oasis Road & Gold Hills Drive shall be signalized as in Mitigation Measure 5-12. t . The westbound approach shall be widened to provide one left-turn lane and two through lanes. -The eastbound approach shall be widened to provide one through lane, and one through/riLht shared lane. The project shall contribute its air share of this mutigation. Prior to approval of a use permit, the applicant shall submit for approval calculations for its fair share amount based on what percentage the project t tra 'c is of the existin.g and projected background traffic. Impact 5-22 The intersection of Oasis Road & Akrich Street would operate at ' LOS F during the 124 4 both'peak hours under 2025 Cumulative Plus Project conditions. Mitigation Measure 5-22 The intersection of Oasis Road &Akrich Street shall be signalized as in . Mitigation Measure 5-13 and reconfigured. The northbound approach shall be re-striped to provide one exclusive left-turn lane and shared left/through/right lane. The eastbound approach shall be widened to provide one shared througli/left lane, one exclusive through lane, and one right-turn lane. The westbound approach shall be widened to provide one shared througl0eft lane and one shared through right lane. The project shall contribute its fair share of this mitigation. Prior to approval of a use permit, the applicant shall submit for approval calculations for its fair share amount based on what percentage the project traffic is of the ' existing and projected background traf�c. ' Redding Oasis Center Final Master EIR D-49 Responses to Letter D: Caltrans Impact 5-24b The intersection of Pine Grove Avenue & Twin View Boulevard would operate at LOS F during the Saturday midday peak hour under the Cumulative Plus Project scenario. Mitigation 5-24b The intersection shall be signalized and reconfigured. The northbound approach shall be widened to provide one left-turn lane and one shared throu&right lane. The southbound approach shall be widened to provide one left-turn lane and one shared through/right lane. The eastbound approach shall be widened to provide one shared left/through lane and one right-turn lane. Prior to approval of a use permit, the applicant shall submit for approval calculations,or its fair share amount based on what percentage the project traffic is of the existing and projected background traffic. Mitigation Measure 5-25 The intersection of Constitution Way & 1-5 Northbound Ramps shall be -� signalized as in Mitigation Measure 5-16 and widened. The northbound approach shall be widened to provide one shared left/through lane and two right-turn lanes. The eastbound approach shall be widened to provide one left-turn lane and one through lane. The project shall contribute its fair share of this mitigation. Prior to approval of a use permit, the applicant shall submit for approval calculations for its fair share amount based on what percentage the pro'ect t tra c is of the existing and projected background traffic. With implementation of Mitigation Measure 5-25, the resulting LOS would be LOS B in the PM peak hour and LOS C in the Saturday midday peak hour. Mitigation Measure 5-26 I � The intersection of Constitution Way & Twin View Boulevard shall be widened. The southbound approach shall be widened to provide one left- turn lane, one through lane, and two right-turn lanes. The eastbound approach shall be widened to provide two left-turn lanes and one shared 4 i through-right lane. The westbound approach shall be re-striped to provide one left-turn lane and one shared through/right lane. The project shall contribute its fair share of this mitigation. Prior to approval of use permit, the applicant shall submit for approval calculations for its fair share amount based on what percentage the project tra c is of the existing and projected background traffic. Mitigation Measure 5-27 The intersection of Hawley Road & Highway 299 Westbound Ramps shall be sigffali,-M cam—widened with signal modification as in --� i D-50 Redding Oasis Center Final Master EIR Responses to Letter D: Caltrans Mitigation 548. The northbound approach shall be widened to provide two left-turn lanes and one through lane. The westbound approach shall be widened to provide one left-turn lane and one shared through/right lane. This mitigation would not apply to the proposed project.) tMitigation Measure 5-28 The intersection of Hawley Road & Highway 299 Eastbound Ramps shall be signalized and widened as in Mitigation Measure 5-19. The northbound approach shall be widened to provide three through lanes and one right-turn lane. The eastbound approach shall be widened to provide one left-turn lane, one through lane, and two right-turn lanes. . This mitigation would not apply to the proposed roject.) Impact 5-29B The intersection of Churn Creek & Northern Driveway would operate at LOS D during the Saturday midday peak hour under 2025 Cumulative Plus Project conditions. Mitigation Measure 5-29B The intersection. of Churn Creek Road & Southern Driveway shall be si nalized. The proiect shall contribute its fair share of this mitigation. Impact 5-30 The weaving section of northbound I-5 between Highway 273 and Oasis Road would operate at LOS E and F during the weekday PM and Saturday midday 49t4 peak hours, respectively, under the 2025 Cumulative Plus Project scenario. Mitigation Measure 5-30 The weaving section of northbound 1-5 between. Highway 273 and Oasis Road shall be widened by one lane and a two-lane off-ramp to Oasis Road shall be constructed. The timing of the implementation of this mitigation measure shall be determined by Caltrans. The project shall contribute its fair share of this mitigation. Prior to approval of a use permit, the applicant shall submit for approval calculations for its fair share amount based on what percentage the project traffic is of the existing and projected background traffic. Mitigation Measure 5-31 The weaving section of southbound I-5 between Oasis' Road and Highway 273 shall be widened by one lane. The timing of the implementation of this mitigation measure shall be determined by Redding Oasis Center Final Master EIR D-51 ^'1 Responses to Letter D: Caltrans j Caltrans. The project shall contribute its fair share of this mitigation. Prior to approval of a use permit, the applicant shall submit for approval calculations or its fair share amount based on what percentage the project traffic is of the existing and proiected background traffic. D29. The titles for Figures 5-14, 5-16, and 5-19 were corrected in Response to Comment I3. In response to this comment mitigation measure the other identified figures are hereby revised as follows (insertions underlined, deletions shown in I --1 Figure 5-15 20025 Cumulative (No Project) Lane Configurations Figure 5-17 2025 Cumulative + Project Saturday Midday & Weekday PM Peak Hour Volumes i I Figure 5-18 20025 Cumulative +Project Lane Configurations D30. See Response to Comment 3-11. D31. Please see Responses to Comments F9 and 3-5. Since the issuance of the comment letter by Caltrans, TYLin/CCS has worked with the City of Redding and Caltrans on traffic issues. It is not possible to be consistent with the Oasis Road Specific Plan because that plan is subject to changes until it is approved -- 7 the Notice of EIR Preparation that is cited in the comment is the first step in the EIR process. D32. Subsequent to the DMEIR comments, TYLin/CCS has closely coordinated with Caltrans Staff and has reached agreement of traffic values to be used in the �d Traffic Study. Based on the mutually .agreed upon traffic values, mitigation measures have been revised and presented in Appendix 1 - Traffic Study Addendum of the FMEIR. i Horizon years for Phase IB and II. developments have been revised to 2006 (see Response to Comment D23) and 2012 (see Response to Comment D25), respectively, to reflect feasibility of infrastructure improvements in conjunction ' with project developments. The horizon years of 2006 and 2012 were used in the -- revised analyses as included in Appendix 1 to account for the worst background I I i D-52 Redding Oasis Center Final Master EIR , Responses to Letter D: Caltrans traffic growth. Project developments and infrastructure improvements can occur sooner than the horizon years. i t t t 1 1 I t Redding Oasis Center Final Master EIR D-53 lil Responses to Letter D: Caltrans i (This page intentionally left blank) i i I I t rl it SII � r--, r-� i j I i D-54 Redding Oasis Center Final Master EIR i 1 LETTER E LEVENSON DEVELOPMENT 1901 AVENUE OF THE STARS •SUITE 1900 • LOS ANGELES, CA 90067-6020 ITelephone: (310) 553-1355 Facsimile: (310) 553-8355 June 11, 2004 City of Redding Development Services Department Planning Division 777 Cypress Avenue Redding, California 96001 Attn: Mr. Jim Wildauer, AICP Re: DRAFT ENVIRONMENTAL IMPACT REPORT EIR-2-02 REDD_ING OASTS CENTER Dear Mr: Wildauer: Thank you for allowing us the opportunity to comment on the DEIR. We recognize that staff has put a tremendous amount of time and effort into this document. The first administrative draft of-the EIR was submitted in May of 2003; the second administrative draft was submitted in December of 2003, and the third in early 2004. There have been countless telephone conversations and emails, many meetings and letters concerning this document. Although the land for this project is already zoned commercial, an EIR was required because the air quality standards for the City of Redding were exceeded. The EIR is not to determine whether commercial zoning should be granted and a commercial project E1 should be allowed, but to disclose to the public the environmental effects of the proposed commercial project on already zoned commercial land. The depth of study and volume of details in the DEIR is impressive. Given the depth of study, we are pleased to find out that the significant unavoidable environmental issues are confined to air quality. hydrology, and utility systems and services (affected by the same hydrology issue). The air quality impacts are a repeat of the significant unavoidable E2 impacts already identified in the 2000 City of Redding General Plan EIR; for which overriding considerations were adopted. The hydrology and utility systems impacts are 1 both the result of a conflict with General Plan Policy HS2H and as indicated later in this letter, the conflict does not put people or structures at risk. E-1 Mr. Jim Wildauer r, June 11, 2004 Page 2 Although not identified as significant and unavoidable,traffic issues seem to be more of a concern that the significant unavoidable impacts. The bottom line, however, is that the site is zoned for Regional Commercial development and regional shopping centers attract E3 traffic and roadway improvements are always required. The EIR is clear on this point. TYLin/CCS identifies mitigation measures necessary to maintain a Level of Service (LOS) of"C", as required by the City. We will continue to work with the City and Caltrans to understand their concerns and needs and implement appropriate and feasible mitigation measures. After publication of the Final EIR, we believe the lead agency should certify the EIR and approve the project. Before approving the project, the City must certify the EIR separately first and find that: ' • The Final EIR has been completed in compliance with CEQA; • The Final EIR was reviewed and considered by the decision-making body; • The Final EIR represents the Lead Agency's independent judgement and analysis; E4 ' • An appeal to the City Council must be allowed.. After Certification of the EIR the City has the following options: • Disapprove a project because it has significant environmental effects. • Require changes in a project to reduce or avoid a significant environmental effect. • Approve a project despite its significant environmental effects, if the proper ' findings and statement of overriding considerations are adopted; an agency need not select the most environmentally superior alternative. The document has been thoroughly reviewed and approved by the Lead Agency (City of Redding), and was deemed suitable for publication under CEQA Guideline 15084(e), which states: "Before using a draft prepared by another person, the Lead Agency shall subject the draft to the agency's own review and analysis. The draft EIR which is sent out E5 for public review must reflect the independent judgment of the Lead Agency. The Lead Agency is responsible for the adequacy and objectivity of the draft EIR. (Note: Authority r� cited: Sections 21083 and 21087, Public Resources Code; Reference: Section 21082.1, Public Resources Code.)". The Lead Agency has thoroughly reviewed this document and requested and received literally hundreds of changes to the submitted Administrative r Drafts. Although comments from agencies and private parties will require responses to address any outstanding issues, we would like to comment on a few areas of concern and to confirm the qualifications of some of the parties who were responsible for the preparation of the DEIR. First, we do not believe that the separate calculations of FAR are appropriate. The FAR was calculated for the property north of Oasis and for the property south of Oasis, but no E6 combined calculation is offered. We believe that to properly inform the public and the _ E-2 Mr. Jim Wildauer June 11, 2004 Page 3 decision makers of the impact of the project as regards the FAR., the entire project FAR should be presented. In the same way that the traffic impacts of both sides of Oasis are E6 presented as a total impact, and the biology, and the air quality, and all other impacts, so (Cont) too should the total FAR.be provided. We request the Final EIR show the combined calculations so the all parties can understand the information. Second, we do not believe that the impact on Salt Creek identified as significant and unavoidable should be a significant impact. It has been identified in this way because a City Policy was identified and determined that if the policy was violated, the impact mus be significant. Our understanding is that if policy HS2H was violated, this must relate back to a physical impact that is significant. The hydrologist, Dr. Jack Humphrey, has stated several times that there will not be a major increase in the risk of flooding due to this project. E7 If the City were to determine that every violation of the policy was a significant impact, an EIR would be required in many cases where it is not required today, because EIRs are required where there would be a significant impact. Examples include those instances where the downstream property owner's permission is obtained for the increased flow and increased flood elevation. We request that the Final EIR be changed to reflect the less than significant impact and risk of flooding reflected in this impact on Salt Creek. Third, we do not believe that Twin View Boulevard, south of Oasis, is configured properly. We were required to show Twin View with a 1,000 foot radius curve because of its designation as a major arterial. Due to the fact that the City Council determined that Twin View north of Oasis would be abandoned as part of the Specific Plan, which is consistent with this project, then Twin View south of Oasis would be a short stretch of frontage road that essentially terminates about a mile to the south at the Twin View Eg interchange. This is not consistent with arterials, which are always significant in length, like an artery. Churn Creek Road is planned to serve this purpose in the full buildout of the General Plan. The alignment shown in the DEIR also serves to cut off business that are existing on Twin View and fronting the freeway. These businesses depend on. easy access to the freeway. We would propose an alignment that is between the temporary alignment proposed under phase 1A and that shown in the phase 2 project. In this way, businesses on the freeway would continue to have easy access for their customers. A sample drawing of this is attached. The Traffic Section of the DEIR was prepared by TYLin/CCS, an engineering firm with over 900 employees. They participated in the scoping of the traffic study, where the study parameters are defined for the purposes of CEQA. This occurred between May of E9 2002 and January of 2003, with multiple meetings with City and Caltrans personnel to determine the exact scope of work and requirements of each agency. Caltrans submitted no written response to the NOP request for scope of work for the EIR. A reasonable E-3 Mr. Jim Wildauer June 11, 2004 Page 4 E9 standard for review under CEQA is the scope and methodologies outlined by the public {(Cont) agencies before the end of the NOP period. J TYLin/CCS has performed the work requested under the scoping that occurred, and provided over a Hundred Thousand Dollars ($100,000) of additional work on top of that to satisfy Caltrans and City requests for additional information, such as ramp cross- ` sections. TYLin provided all the information requested that was within the scope of E10 CEQA, and much information that was clearly outside the requirements of CEQA. This was done in the spirit of cooperation and good faith that the information would be valuable to the public in order to detennine the environmental impacts of the project. TYLin/CCS has vast experience in providing these types of studies. The two individuals most responsible for the study, Chwen Siripocanont and Tom Wintch, with over 50 years of combined experience, have perfonned over two hundred traffic impact studies for Ell Land Development, General Plans, Specific Plans, and infrastructure improvement projects, and over fifty PSR/PR studies (Caltrans studies for their facilities). Among the projects that TYLin/CCS has been involved with Caltrans on include the I- 580 and Vasco interchange, the 1-580 and Fallon Interchange, and as a co-lead on the rebuilding of the San Francisco Bay Bridge, an.over$2 billion project that is currently underway. One of the results of this large pool of ekperience is the judgement that comes from having proposed a methodology, performed the study, seen the project built, and reflected upon the accuracy of the methodology.that was used to model the project. This can only come from experience and a history of projects such as the ones that TYLin/CCS has performed. We have included a firm resume from TYLin, a list of representative projects, and summaries of a few of the many projects that TYLin has performed that are relevant to this study. The Deputy Project Manager for Douglas Herring and Associates, the lead consultant for preparation of the EIR, is Paul Miller. Mr. Miller has long experience in the preparation of EIRs, including several of complexity many times that of this project. One example is ' his Project Manager duties for the California Public Utilities Commission in the preparation of the nine volume EIR for the divestiture of all of PG&E's 68 hydroelectric powerplants. This massive project was completed in just nine months. Mr. Miller's attached resume shows a great breadth of knowledge in preparing complex documents under contract with State and local agencies. These agencies have turned to Mr. Miller for repeat business based upon his quality of work and adherence to the requirements of CEQA. The Project Manager for the preparation of the EIR is Douglas Herring, AlCP. Mr. Herring has a great deal of experience in dealing with complex EIR preparation, E-4 Mr. Jim Wildauer June 1.1, 2004 Page 5 including work for Lawrence Berkeley National Laboratory and scores of land use, water and waste water facilities, high-voltage transmission lines, office buildings and other E11 projects that allow Mr. Herring to adequately assess and determine the impacts and (Cont) I appropriate mitigations under CEQA. Both Mr. Herring's and Mr. Miller's resumes are attached. Questions have been raised about the hydrology component, and specifically about the intentions of the hydrologist, Dr. John (Jack) Humphrey (PhD.). Dr. Humphrey has one of the most distinguished resumes of any hydrologist .in the State of California, and the integrity to match it. In addition to his career for over 30 years in hydrologic analysis, he is a retired Lt..Colonel in the U.S. Air Force Reserve, having also served in active duty with the military in Vietnam, California and West Germany. Dr. Humphrey has performed over 65 hydrologic studies, over 50 meteorological studies, over 30 hydraulics/sedimentation studies, has been involved as an expert witness in over 40 court cases, and has over ten publications over his career. He has perforrrred numerou studies in Redding, California, including substantial amounts of work for the City of Redding, and his work is used throughout the state. His resume is attached. Mr. Donald Ballanti prepared the Air- Quality Analysis for the DEIR. Mr. Ballanti has prepared over 750 climate, air quality impact, and air quality planning studies for public and private clients. Mr. Ballanti prepared the Air Quality Analysis for the City of Redding General Plan EIR that was adopted in 2000. His resume is attached. This highly qualified group of scientists and engineers have the judgement and experience to analyze and draw conclusions about the environmental impacts of the proposed project, in the specifics and just as importantly the broad overall impacts of the project. Their specific analysis must always be seen in the context, though, that the General Plan and the Redevelopment Plan have already decided that this area is to be used for retail commercial purposes, and this EIR is to determine the specific environmental impacts and appropriate mitigations in order to implement the community's decision in the General Plan to have Regional Commercial development at this project location. Thank you again for giving us the opportunity to comment on the Draft ETR Donald Levenson Attachments E-5 0 0 @ 8 T.VAURI the area of transportation planning and traffic engineering. Founded in 1954 as a small structural engineering firm, T.Y. Lin International (TYLI) The firm offers a wide range of expertise in the has evolved into a nationally recognized, full transportation planning field, including the service transportation firm. With its following services: headquarters in San Francisco, the firm ranks 26"h on ENR's list of Top 100 Transportation A Traffic Impact Studies/ Analysis Firms: a Traffic Operations Analysis LOS Analysis T.Y. Lin International is the world leader in the Traffic Forecasting design of major bridges and transportation ° Traffic Simulation projects. The firm offers expertise in © Signal System Analysis Turning Lane Storage/Queue Length Analysis Design of bridges, interchanges, highways, ® Freeway & Interchange Operations Analysis rail/transit, and other transportation PSR/PR Studies structures Familiarity With Required Standards and Seismic retrofit and rehabilitation of existing Procedures- Through previous and on-going structures contracts, TYLI is completely familiar with conducting traffic studies that meet local, state Transportation planning and traffic and technical requirements and procedures for engineering the preparation of PSRs and PRs. TYLI has a thorough understanding of the reporting Structural analysis, feasibility studies, and requirements and has successfully completed engineering consultation PSR and PR studies meeting review schedules and obtaining approvals for clients to move General civil and structural engineering forward with their project. . i Transportation Planning - Transportation planning encompasses Professional Excellence -TYLI has p g asses a wide array of issues p established a strong reputation for such as access, circulation, land use performing quality work for public compatibility, multiple transportation modes, and - agencies. The firm's success is local and regional transportation guidelines. demonstrated by more than 90 awards TYLI staff work closely with cities, counties, and for design achievement. The absence the public in the planning of effective of design-related change orders on our projects transportation systems that meet traffic demand reflect the professional excellence of the firm's and that maintain and enhance the safety, project engineers and the effectiveness of well- dependability, and environmental quality of structured quality control procedures. these systems. TYLI performs transportation operations analysis for transportation facilities, Resources-TYLI employs over 900 dedicated including signalized or unsignalized intersections, men and women in 15 domestic and four freeways, two-lane highways, multiple-lane overseas offices. Our seven California offices highways, expressways, interchanges, and include over 100 engineers and technicians, transit and para-transit facilities. TYLI uses a making TYLI one of the largest transportation number of state-of-the-art methodologies and firms in the state. Our staff resources include software tools, including LOS analysis programs, registered traffic, electrical, and civil engineers travel forecasting models, GIS, and traffic and transportation planners. operations simulation models. These services may be provided as independent study projects Transportation Services. In October of 2003, or as part of EIR/EIS documents or Caltrans T.Y. Lin International and CCS Planning and PSRs and PRs. The purpose of these studies is to Engineering, Inc., merged, expanding their identify potential problems and develop, capabilities and staff resources, particularly in evaluate, and recommend cost-effective, feasible mitigation measures for implementation. TYLIN, INTERNATIONAL E-6 r AINL Demonstrated Competence in Required specific traffic engineering services that TYLI Services-TYLI has managed or contributed to provides are the following: the successful completion of more than 200' traffic impact studies. These studies have been m Traffic Signal Installation and Modification performed for transportation facilities, mixed use ! Highway and local lighting developments, parks/recreational facilities, o Ramp Metering parking facilities, hotels, churches, commercial ® Traffic Signal Interconnect Design developments, residential developments, M Traffic Operations Systems (TOS) water/wastewater facilities, corporate campuses, a Temporary Electrical Plans business /industrial parks, schools, and areawide ® Lighting Analysis plans. We have both managed the completion a Intersection Operations Analysis of TIAs as well as served as reviewer of TIAs a Phasing and Timing Plans completed by other consultants and for private M Signal Operation Analysis development projects. O Central Control System Analysis and Design Traffic Impact Studies/Analysis -Traffic impact studies are a key component of many Roadway.Design project approval processes. These may come in TYLI's civil engineering staff provides designs for numerous forms as independent studies, as part street modifications associated with traffic signal of EIR/EIS documents, or included in the improvements such as pedestrian ramps, right Caltrans Project Study Reports (PSR) or Project turn islands, median nose modifications, or Reports (PR). TYLI has extensive experience in major intersection widening. Our staff are skilled the preparation of these documents for a broad in roadway geometrics, intersection spectrum of projects involving public and private channelization, and traffic operations for local development and construction projects. Traffic street design. TYLI civil engineers have been impact studies typically include collecting data responsible for the design and construction (including traffic volumes, accident data, and management for roadway extensions, roadway geometrics and characteristics), realignments, widenings, and rehabilitation. forecasting traffic volumes, analyzing These projects have included drainage design, intersection and roadway level of service, curb and gutter improvements, street lighting, assessing potential traffic impacts, and and utility relocations. recommending mitigation measures. TYLI staff use state-of-the-art methodologies for .Signing and Pavement Delineation performing traffic studies. Our staff is highly TYLI prepares signing and pavement delineation experienced in the use of traffic assignment and PS&E for Caltrans, local agencies and private level of service programs such as TRAFFIX; developers. Sign plans include design for Synchro, CORSIM, and the Highway Capacity overhead and roadside signs for Software (HCS), forecasting models using roadways, as well as, directional guide signs to MINUTP, TRANPLAN and EMME/2, and the TRAF- facilities and parking lots. Pavement delineation NETYSIM simulation program. plans include striping, pavement marking, and pavement markers for roadways and private Traffic Signal and Traffic Signal developments. Interconnect Design - TYLI provides the full range of traffic engineering services that may be Construction Traffic Management Plans required under this contract, including in the TYLI prepares comprehensive Traffic following areas. Management Plans (TMPs) for public construction projects with the goal of minimizing disruptions Signal and Electrical Design to traffic flow and addressing the concerns of the TYLI offers consulting services for traffic signal public affected by this construction. TYLI is L and timing projects and prepares contract experienced with various TMP strategies and has documents for new traffic signals or signal successfully applied various combinations of modifications for individual intersections or these strategies to various types of construction interconnected systems. Our staff includes projects, such as street and highway signal operations experts, and civil and electrical improvements, transit projects, pipelines, engineering designers who ensure our work is reservoirs, and hazardous waste remediation. competent and easily buildable. Among the 1 TYLINIINTERNATIONAL E-7 Traffic Sigr al Design East 14th/Mission Boulevard Signal System Hesperian Boulevard Signal Interconnect John Daly Boulevard Timing and Adaptive Control Transportation Planning Middle Harbor Shoreline Park k Morgan Hill General Plan Update ' : Montague Expressway Improvement Study ` Comprehensive County Expressway Planning Study Caltrans PSR/PR I-580Nasco Road Interchange PSR, PR/ED and Design (PS&E) r Construction Traffic Management 1-80 Bicycle/Pedestrian Overcrussing Traffic Management Plan Fourth Major Interceptor Project, Phase VNA, Zanker Road A• ti Interchange Design 1-580/Fallon Road Interchange Modifications ` ITS El Camino Real Adaptive Signal Interconnect Adaptive Signal Timing Control San Joaquin ITS Strategic Plan s � y \ .J Roadway Design Brentwood Boulevard,(Route 4) Curve Correction Project Traffic Calming Baylor Avenue Traffic Calming - Midtown Neighborhood Preservation Transportation Plan (NPTP) „Fx Prides Crossing Traffic Calming Study E-8 r Comprehensive County Expressway PlairnznA Study T.'anst>nrtatlon Planning CCS is the Prime Consultant for the Comprehensive County Expressway Planning Study. which will serve as a long-range strategic plan for the improvement and maintenance of the 8 expressways in Santa Clara County. Appropriate goals for each expressway will be developed based on each expressway's unique characteristics and community needs. The study's documentation will include identification of alternatives,measures of effectiveness, a record of local preferences,operational and maintenance policies,funding strategies,and improvement priorities. The final product will be a Ion.--range Implementation Plan that details the policies,priorities,and funding strategy for the expressway system. The Study will take a comprehensive look at each expressway and will include the following elements: • Capacity enhancements such as adding grade separations, auxiliary lanes, and new lanes to improve level of service(LOS) • Intelligent Transportation System(ITS)and Signal Improvement Q • Soundwalls - e Landscaping and Aesthetics • High Occupancy Vehicle(Carpool)Facilities • Transit, Bicycle,and Pedestrian Accommodations • Safety Improvements • Maintenance and Operation Management A key to .the success of this Study is a strong collaborative planning process: Two committees have been established to provide ongoing review and input for the Study: - • Technical Working Group (TWG) — composed of staff from all 15 cities in the County plus Caltrans, Metropolitan Transportation Commission (MTC), and Santa Clara Valley Transportation Authority(VTA). • Policy Advisory Board (PAB) — composed of 2 County Supervisors, 12 council members from cities with existing or potential future expressway mileage, 2 VTA Board members. and 2 County Roads Commissioners. Final approval of the Implementation Plan will come from the County Board of Supervisors. The project has an extensive public involvement process, including a web site with an e-mail link for submitting comments, telephone public opinion surveys,and community meetings during project development and during review period for Drafl Implementation Plan. Outreach meetings are also being held with the business and development communities, The County Roads Commission and County Bicycle and Pedestrian Advisory Committee(BPAC)are included in the process. E-9 I-580J'asco Road Interchange PSR, PR/ED and Design (PS&E) Livei- more, CA Caltrans�sarK=s. CCS provided traffic operations input for the development and preparation of a PSR for both the interim (interchange modification) and ultimate (interchange reconstruction) improvements at 1-580/Vasco Road interchange in 1997• Currently, CCS is finalizing the PR/ED for the interim improvement project including providing traffic forecast, traffic operations, and concept plan development. Concurrently, CCS is proceeding with the preparation of the PS&E package for the interchange modification (interim)improvements. These improvements include widening and realigning Vasco Road to provide 4 through lanes; a signalized intersection at the eastbound off-ramp; complete reconstruction of the east-bound off-ramp to the ultimate configuration; modifications to the eastbound 1-580 on-ramp; a new signal installation at Vasco Road/South Front Road; realignment and relocation of South Front Road;and auxiliarylanes along eastbound 1-580. CCS' responsibilities on this project include civil engineering, traffic forecasting, traffic engineering,air quality assessment,utilities,traffic handling,signal design,lighting design, construction cost estimating, drainage design; and preparation of the PR and PS&E. Additionally,CCS is also preparing the technical traffic report for the analysis of the 2025 ultimate improvement condition to support the development of Geometric Approval Drawings(GADs). The traffic operations analysis is being performed using Synchro, NCS 2000,and SIMTRAFFIC. is .i i 'i i Grxapl ttaanncvn-s �^ r=l E-10 rol"c(.r Morgan Mill General Plan Update '411 ..-9.Hill, CA 'flanspormiiort Planning CCS is the lead transportation consultant as part of a cy:pau.r nK,o yy,„y multi-disciplinary team that is updating the City of Morgan Hill's General Plan. The City of Morgan Hill, ?s which is located along Highway 101. 20 miles south of j ! San Jose,has experienced a substantial increase in local t, and regional travel impacts and significant land use t ' development. This General Plan needed to address growth from a small city to a large urban area. } I i CCS is responsible for the Circulation Element i preparation and has developed, a new citywide FRANPLAN traffic forecast model for use in the study. ; The model was integrated within the Santa Clara I County's CMP model for consistency, but contains -' s greater detail and a customized land use data base within i Morgan Hill. CCS evaluated potential transportation ! = 1 alternatives and impacts of land use alternatives on transportation and developed roadway improvement —_____._�_ plans and transportation policies for the General Pian Update. ' CCS worked successfully with citizen groups, the General Plan Task Force, the City Council, and the Planning Commission to help them understand transportation findings and to adopt workable circulation and level of service policies for managing anticipated growth. l E-11 I-5$0/Fallon Road Interchanne Modifications Drrblin and Livermore, CA t<eeer t,ar de 7esipn CCS was responsible for preparing a combined Project Study Report/Project Report (PSR/PR)and PS&E for the 1-580/Fallon Road Interchange Modification Project. As part of the PSR, CCS developed geometric alternatives in cooperation with four agencies— the cities of Dublin, Pleasanton, and and Alameda County. CCS developed alternative geometric improvements -Livermore,or the interchange modifications, reviewed regional a and local traffic operations, analyzed right-of-way and utility impacts, and developed cost estimates for each alternative. The interchange modifications include widening the existing bridge over 1-580, widening and reconstructing existing ramps, widening and reconstructing portions of Fallon Road-El Charro Road,and installing traffic signal systems.The project also includes development of a Plan Line for the ultimate "BART + Buildout' alternative. The project is being administered by the City of Dublin and the PS&E was prepared to Caltrans standards. In addition to the civil engineering, CCS was responsible for design for the bridge widening, ramp metering and TOS facilities, and street/roadway lighting. The bridge widening was designed to current Caltrans seismic design criteria. E. J. -Nw/4al OM t04G •a.TL11�4 TIY�.� 1 E-12 V .� V i1 East 14th/Mission .Boulevard Signal System � Traffic Signal nc.sigrE Alameda County, CA . q� CCS was hired by a five agency Joint Powers Authority(JPA), led by the City of San Leandro, and including Caltrans, the cities of Oakland and Hayward, and Alameda County to help the JPA define and install an interconnected trafficsignal system for East 14th Street-Mission Boulevard, which is a State Highway_ The project segment is about 7 miles long and includes 57 signalized intersections. The local intersection controllers were TCT equipment within the Oakland city limits,and Model 170 with Caltrans software elsewhere. ; #r ` . Phase 1 consisted of a traffic analysis to define the signal system f parameters and preliminary cost estimates. In Phase 2, CCS prepared i' construction plans for installing the communications infrastructure, evaluated software options, and developed software specifications. Caltrans' CTNET software system was selected for installation. Phase ' 3 included development of the CTNET system software that is currently deployed in the first subarea of the 13 subarea system, construction of communications infrastructure, and developing and installing timing. The project was one of the BETA test sites for the CTNET software and is one of the first open architecture system deployments using AB 34 iS E communications protocols. Phase 4 included design of three CCTV surveillance cameras at intersections in San Leandro with pan-tilt-zoom capabilities. This completed system allows staff from each agency to: • Monitor operations at any local intersection or any grouping of intersections. • Upload or download controller settings to the intersections within their jurisdiction. ' • Use vehicle detectors to count traffic volumes. E-13 !PROJECT:SAN FRANCISCO-OAKLAND BAY BRIDGE EAST SPAN SEISMIC SAFETY PROJECT LOCATION: San Francisca-Oakland,California Y TYPE OF PROJECT: Bridges:Suspension SERVICE(S) Design PROVIDED: OWNER: California Department of Transportation(Caltrans) ^ COMPLETION: 2004-2005 _._...--_......_.........,. CONSTRUCTION TBD Sart Fr. ticisco-Oadland Bay COST: j Britlte East Spari Seimic i __. __....... i $ €e t y Project Description: - In a joint venture with Moffatt&Nichol Engineers and in association with Weidlinger Associates,Inc.;T.Y. Lin International is providing complete design services for the replacement of the eastern span of the San Francisco-Oakland Bay Bridge.The eastern span was damaged in the 1989 Loma Prieta earthquake,which resulted in a decision to replace the 80-year-old existing steel structure. The new East Span will include two parallel,five-lane roadways,providing moiorists with a sweeping view of the Bay Area,and will be constructed alongside the old span to minimize traffic interruptions.The design also includes provisions for future inclusion of rail.A bicycle/pedestrian path will provide additional access and recreational opportunities.The new lighting will transform the bridge into a Bay Area showpiece after dark. State-of-the-art seismic engineering was used to design the new bridge with, minimal environmental impact on the bay. The concrete segmental skyway is the best structure to be supported on the deep mud and to cross the shallow water on the eastern side of the bay.The skyway portion is a simple,ribbon-like pair of Structures that will provide panoramic views without becoming the dominant feature in the landscape. Project Highlights: ■ This is the single largest public contract for construction in California's . history. ■ This will be the world's largest single-tower,self-anchored suspension bridge. ■ The new design is cable-suspended and self-anchored;the road deck serves as a compression member.This unusual design avoids additional anchor structures and foundations and reduces environmental impact. ■ Both the single-tower and self-anchoring features represent major innovations in bridge design.The tower is actually four pylons linked with "sacrificial"fuses designed to protect the load-bearing pylons during an earthquake. Links: Metropolitan Transportation Commission's(MTC)web site dedicated to the San Francisco-Oakland Bay Bridge East Span Replacement Project. The California Alliance for Jobs presents NowBavBridge.org to illustrates and describe every phase of the new'East Span of the San Francisco—Oakland Bay Bridge. B AMK TO TOP i E-14 i 1 PAUL MILLER, M.S., REA Principal 1 i EDUCATION: M.S., Zoology, Colorado State University, Fort Collins, Colorado 1977 B.A., Zoology, Miami University, Oxford, Ohio 1974 1 PROFESSIONAL.EXPERIENCE Mr. Miller is an environmental professional with more than 20 years of experience in providing services primarily to City, County and State government agencies in California. With a broad range of i environmental skills, since 1986 he has applied his background to CEQA and NEPA environmental assessments. Mr. Miller has had major roles in the preparation of over 100 CEQA and NEPA environmental documents, including project manager for more than 15 major EIRs. He was the project 1 manager for two state agencies (California Public Utilities Commission [CPUC] and California Integrated Waste Management Board [CIWMB]) on projects of statewide importance. He has managed numerous EIR documents in Counties throughout California for proposed integrated waste management facilities i (new landfills, landfill expansions, landfill permit revisions, MRFs and composting facilities). He also managed several EiRs for the vast majority of utility-owned power plants in California that were divested by Pacific Gas and Electric Company, Southern California Edison Company and San Diego Gas and 1 Electric Company. As part of his project management experience, Mr. Miller has honed his skills related to subconsultant management; being responsible for the management of more than 50 subconsultant fines that have i worked on projects he has managed over the past five years. He.has been responsible for managing their schedule and budget performance as well as reviewing their draft and final reports. The technical products of the subconsultants have ranged from wetlands delineations and traffic reports to computer 1 modeling results simulating changes in the California energy markets. 1 RELEVANT PROJECTS i CIWIVIB Planning Study. Mr. Miller was overall project manager for a major California integrated Waste Management Board (CIWi\IB) Planning Study. He managed five subconsulting firms in four separate tasks involving over 70 sub-tasks. Mr. Miller provided the final review of all documents i produced by the ESA team. One major task included development of"how-to" models for-the preparation of County Summary Plans and County Siting Elements. Another major task involved the development of a geographic information system (GIS)to map and display the remaining landfill capacity at all operating solid waste landfills in California. i ■ Solid Waste Landfill EIRs. Mr. Miller was project director or project manager for EIRs analyzing g several major landfill projects throughout California: Altamont Landfill Reclassification, Altamont i Landfill Expansion, Altamont Landfill Import, Austin Road Landfill Expansion, Bakersfield City Landfill Closure and Postelosure Maintenance Plan, Marsh Canyon Landfill,New Jamestown Landfill, Cityof Ukiah Landfill; Ostrom Road Landfill, Visalia Landfill Master Development Plan, iand Sutter Ash Landfill. ■ Transfer Station and Materials Recovery Facilities (MRFs) EIRs. Mr. Miller was project director i or project manager for EIRs on five Materials Recovery Facility (MRF)/transfer station projects: Stockton Scavenger Transfer Station, West Contra Costa County Integrated Resource Recovery ' E-15 �Y11er E»ern-v»ir►e»tai G®»s�1�a»�s MEC Paul Miller, M.S., REA Page 2 Facility, Fremont Transfer Station Recyclables Diversion Facility (Preliminary Draft EIR only), San Francisco Transfer Station and Recycling Center Master Plan and the South San Francisco Transfer Station/MRF. Two of these projects(WCCC IRRF and the South San Francisco Transfer Station MRF) are major new facilities in the San Francisco Bay Area that were built after EIR certification and project approval and are now in operation. ■ Pacific Gas& Electric Company's Hydroelectric Divestiture Project. Mr. Miller was project manager for the California Public Utilities Commission's (CPUC) CEQA review of Pacific Gas & Electric Company's proposal to divest their hydroelectric facilities. Currently, PG&E Co. owns and operates the largest private hydroelectric power system in the nation. Situated in the Sierra Nevada, Southern Cascade, and Coastal mountain ranges of California, this system is strung along 16 different river basins and annually generates approximately five percent of the power consumed each year in California. Key components of the system are 68 powerhouses with a total generation capacity of - 3,896 megawatts(MW) -- enough power to supply approximately 4,000,000 residences. The proposed auction also includes approximately 140,000 acres of land proposed for sale with the hydroelectric system. The DEIR analyzes the range of operational changes that could occur under new ownership, including complex integrated models that analyze power generation and water management. The DEIR is nine volumes (approximately 4,000 pages)and was completed in only eight months, under an urgent mandate from the CPUC. The project is now on hold due to changes in California Law. ■ CEC Peaking Power Plant Siting Project. In 2001, Mr. Miller managed a team of scientists, engineers, and land use planners in reviewing potential power plant locations for the California Energy Commission (CEC). The team's goal was to preview sites and identify feasible sites for rapid development of a natural gas-fired power plant during the worst months of the California Energy Crisis. The team reviewed more than 80 sites throughout California and provided detailed summaries and site visit reports to the CEC. ■ PG&E Power Plant Divestiture EIR. Mr. Miller was Project Manager for the EiR on the second divestiture application by PG&E to sell its fossil-fuel and geothermal power plants. This fast track environmental document was completed within 10 months of PG&E filing its application. CPUC was the lead agency for this EIR, which covered the sale of three natural gas fired power plants in the San Francisco region(Potrero, Pittsburg, and Contra Costa) and the Geysers Power Plants (two units in Lake County and 12 units in Sonoma County). Mr. Miller actively managed both in-house technical staff and four major subconsultant firms. Mr. Miller was very involved in the air quality mitigation development for these plant sales, and developed mitigations that allowed the Bay Area Air Quality Management District(BAAQMD) to either revise Utility Regulation 9 Rule 1 1 or to make specific amendments to the air permits of the plants that were divested. ■ PG&E and Edison Power Plant Divestiture Mitigated Negative Declarations. Mr. Miller was a key participant in the environmental review of the sales of power plants by PG&E (A.96-11-020) and Edison (A.96-11-046). He was ESA's Project Director throughout the project and was also Project Manager during the final two months leading up to the CPUC approval of the Mitigated Negative Declarations (MNDs) in October 1997. In addition, Mr. Miller was the task leader for the air quality and noise analyses in both MNDs. Mr. Miller coordinated the overall environmental approach for ESA, conducted initial public agency scoping meetings in San Luis Obispo, Morro Bay and Ventura, E-16 Miller Envirant»enfal Cansalfanfs NEC Paul Miller,M.S.,REA Page 3 ' made technical presentations in Pasadena and Monterey on air quality aspects of the projects, frequently met with CPUC Energy Division staff and ESA subconsultants, and presented project information to the assigned Coin rn issioners(Messrs. Conlon and Bilas)at key decision points. • SDG&E Power Plant Divestiture Mitigated Negative Declaration. Mr. Miller was Project Manager for the Mitigated Negative Declaration for the sale of San Diego Gas and Electric power plants (South Bay [706 MW] and Encina Power Plants [971 MW]) and 17 combustion turbines having an overall capacity of about 220 MW. The California Public Utilities Commission (CPUC) was the lead agency for this CEQA review. In addition to his Project Manager role, Mr. Miller also was the task leader for air quality and noise analyses on this project. ' Specific CEC Power Plant Environmental Reviews (Noise). Mr. Miller was a technical reviewer for various aspects of the noise assessments for several proposed power plants. He prepared the Staff Assessment for noise for Phase I of the United Golden Gate Power Plant proposed at San Francisco International Airport(50 MW,simple cycle). Mr. Miller also reviewed applicant noise reports (data adequacy review and follow-up data requests) for the Sunrise Power Project 11 Amendment, and the Ocotillo Energy Project. Mr. Miller has also given noise feedback at pre-application meetings and reviewed noise compliance filings for the Procter& Gamble Cogeneration Facility. Mr. Miller has been trained for expert testimony by CEC legal staff. ' CECHvhrid and Dry Cooling Technical Review. Mr. Miller is currently reviewing'technical information on power plant cooling systems. The goal of the review is to identify cooling technologies (or.combinations of technologies)that will reduce the reliance upon California's inland and coastal water resources for the purpose of power plant cooling. • Air Ouality and Noise Reviews of EIRs for Development Projects. ,During a period of l l years, as an analyst and eventually the Director of Physical Sciences and Engineering at Environmental Science Associates, Mr. Miller helped to oversee,write portions thereof and provide the final review of the air quality and noise section of the EIRs for a variety of residential, commercial and industrial ' projects throughout California. Mr. Miller's reviews included assessment of the feasibility of measures to mitigate noise and air quality impacts. • CitvwideAir Quality Studies. Mr. Miller managed city-wide carbon monoxide (CO) monitoring projects in Palo Alto and Vallejo. These projects were closely reviewed by the Bay Area Air Quality Management District(BAAQMD). The Palo Alto study used three continuous CO analyzers and 14 grab sample locations. The Vallejo study used two continuous CO analyzers and 16 grab sample ' locations. Both studies were conducted during the normal winter CO season (November through February) and collected meteorological data concurrently. ' Sacramento Municipal Utilities District (SMUD) Power Plant Projects. Mr. Miller assisted in several special studies related to the permitting of several gas-fired co-generation power plants brought on-line by SMUD in the 1990's. Mr. Miller performed technical review of air emission calculation performed by subconsultants related to determination of emission offsets amounts for nitrogen oxides (No,) and hydrocarbons (i-IC). At the Campbell's Soup project site, Mr. Miller helped to design a noise monitoring program for nearby communities. This included collection of ' baseline noise levels prior to power plant operation, and realtime noise measurements during blow- down operations just prior to facility start-up. E-17 Miller Envira»mental Consuft"ts 1�EC Paul Miller, M.S., RE Page 4 REGISTRATIONS AND CERTIFICATIONS AND ORGANIZATIONS - California Registered Environmental Assessor(REA) since 1989 OSHA 40-hour training (29 CFR 1910.120e and GISO 5192 for Hazardous Waste Site Activities) — Association of Environmental Professionals E-18 Miller E»vire»I»e»�a1 Cv»saI�a»�:s MEC ' POUGLAS A. HERRING,AJC1 1331 Linda Vista Drive El Cerrito,CA 94530 _(510)237-2233 SUMMARY: Policy analyst experienced in preparing and collaborating on program/planning documents and policy studies. Project manager with exten lve experience wrl g/preparlstg en.vironmentalimppact reports,envircaunental assessments,initial studies, negative declarations, and categorical exCle.�^ions for variety of project types, including program and planning ng documents, high- voltage electric trainsulission lines solid wast:facilities r eclazxtadon projects, water and wastewatcr pipelines,hotels, schools, office buildings, rk-,Idential subdivisions, and other projects. Skilled in technical wdtkng and editing, client relations, project coordination, developing and managzing budgets, subconsultant contracting and, coordination, document production, and public presentations. 1'�OFFSSION�,L E�.��,F,�1C� PRINCIPAL 5/97—present Douglas Herrin &Associates El Cm-rito, Califonlia ♦ Prepared scores of environmental documents in compliance with the California Environmental Quality Act(CEQA),including: • Environmental ImpPact Report(EIR)for Redwood Ouistian High School,Alameda County,California • Extensive Land Use sections for EIRs on Pacific Gas & Electijes regional transmission line expansions in Northern California • EIR for 62-Hoene Subdivision,Alameda County, Califorxti.a • Initial.Shady a.n.d EIR for OMNI Hotel.,Sart Francisco,California • Supplemental EIR (SEIR) for. Ukiah Landfill Permit Revision, Ukiah, California ' Collaboration on Final EIR (FEIR) for Pacific Gas & Fiectxic's Divestiture of Bay Area Pouver Plants • EIR Addendum.for Highlands Ranch Subdivision,Pitts-burg, CA ♦ Served.as Adjunct Staff to planning jurisdictions ' ASSOCIATE 4/96-5/97 Lam bier&Associates Oakland, California ♦ Prepared variety of CEQAdocuments,including. • Muslim Community:Association Granada School Project Environmental Impact Report(Elft),Santa Clara,California • O'Reilly Business Park EIR,Sebastopol,California • Strategized and planned company approaches to project and client management STAFF SCIENTIST 4/94— 1/97 Lawrence Berkeley National Laboratory (LBNL) Berkeley, California s Collaborated on the streamlining of T RNL's National Environmental Policy Act (NEPA)procedures for preparation of Categorical Exclusions ♦ Advised and assisted NEPA/CEQA Program Manager on program development and implementation ♦ Prepared NEPA and CEQA documentation for over 100 Laboratory projects, vuiging from a Genome Sequencing Facility to the Part B Permit Modifications for ' LBNL's Hazardous Waste Handling Facility E-19 HERRINC, Page two OZESSIONAL EXPE CE (con't.) VRQIECTMANAGER 10/89- 3/94 EIP Associates San Francisco, California i Managed over 10 large CE QA projects, marital respmsibility for budgets, coordination,staff supervision,and production + Prepared Mitigation Monitoring Programs in compliance with Assembly Bill (A.B) 3180(Cortese, 1988) + Performed land use, planning, and policy consistency analyses for EiRs on over a dozen projects, indu ' g clean.fu s, reclamation, and solid waste projects, city general plans,and extension of BART to San Francisco International Airpart + Worked with Contra Costa County on preparation of Countywide Integrated Waste Management Plan,in compliance with AB 939 (Sher,1989) + Engaged in firm marketing efforts, including organization of teaming, proposal preparation,and presentations ENVIRONMENTAL ANALYST 5/88-10/89 EIP Associates San Francisco,California • Conducted in-depth policy analysis an water supply options for the City of Santa Barbara. + Authored briefing paper for options available to the City of Brisbane with respect to the San.Mateo County liazardous Waste Management Plan + Conducted.population and land use studies for Turlock Irrigation District + Updated and re-mapped General.Plan Land Use Map for the City of EI Cerrito + Performed an organizational analysis of the Bay Area Air Quality Management District + Prepared environmental assessments on a variety of projects in the areas of planxung, land use, and zoning; public services; visual quality; population, employment, and housing; cultural resources; energy use and conservation; water conservation;cultural resMrces;and air duality ADQUIONAL EXPERIENCE + Served.as U.S.Peace Corps volunteer in Thailand as rural public health worker,training and supervising Thai malaria control workers and instructing groups of 50400 Thai villagers in malaria prevention and detection 7/83-12/84 • Served as U.S. Peace Corps, volunteer in, Morocco as vocational instructor, establishing vocational school in small Moroccan town and. organizing and implementintwo-year teaching curriculum in electrical theory-and bands-on residential wiring 6P81 - 6/83 EDUCATION, MASTER OF PUBLIC POLICY,Urdversity of California,Berkeley Conferred May 1989 BACHELOR OF ARTS,University of Michigan Conferred December 1980 Major: Urban Geography Motors: Psychology,Spanish Solid Waste Management Classes, UC Berkeley Extension 1/91 - 3/94 — lv,.�EIvIBERSHIPS American Institute of Certified Planners(AICD),American Planning Association(APA), Association of Environmental Planners(AEP) E-20 1 JOHN (JACK) H. HUMPHREY 9855 Meadowlark Way Palo Cedro, CA 96073 530-547-3403 (office and fax) ' 530-547-4743 (home) 530-515-1708 (cell) Email: Hydmetjack@aol.com ' Meteorologist Hydrologist Civil Engineer . "EDUCATION ' Ph.D., 1972,Hydrology, University of Nevada at Reno B. A., 1964, Meteorology,University of California at Los Angeles REGISTRATIONS AND CERTIFICATIONS Civil Engineer, California(C030512), 1979 Certified Consulting Meteorologist,AMS, 1978 EMPLOYMENT 1 1964-1968: U.S. Air Force, Meteorologist. Five years active duty in California, Vietnam and West Germany. Remained in the U.S. Air Force Reserve as a Meteorologist. Retired in 1988 with rank of Lt. Colonel. 1969-1972: University of Nevada, Graduate Research Assistant. Managed field research for investigating the hydrologic response of snowpacks to rain and other meteorological variables near Lake Tahoe in the Sierra Nevada. 1973-1977: CH2M Hill Engineers, Hydrologist in Bellevue, Washington and Redding, California. 1978-1986: Ott Water Engineers, Redding, California, Director of Meteorologic and Hydrologic Services. 1987-Present: Hydmet, Inc, Redding, California. This firm is owned by Dr. Humphrey and provides technical expertise in hydrology, meteorology, stream hydraulics, sediment transport, geomorphology, and water quality. Meteorologic, hydrologic, hydraulic, and sediment transport models and databases are developed for streams and lakes using programs HEC-1, HECRMS, HECRAS, SWMM, HEC-6, FLUVIAL;12, HSPF, BASINS, PRMS, RMA2, CEQUAL-W2, QUAL2E, FLDWAV and FESWMS. 1 1 ' E-21 EXPERIENCE Meteorolnzry 1973: Seattle, WashinZon River and Take Models- Set up and calibrated meteorologic input to urban runoff models of Lake Washington and Lake Sammamish for City of Seattle and Metro. 1974: Coeur d'Arlene Tdnho 1-90 Environmental Tmnact Report_ Air pollution meteorologic analysis for proposed rerouting of Interstate 90 by Idaho Department of Highways. a 1974: Bellevue-levue- Washington, 149th Avenue FIR- Air pollution meteorologic analysis for street improvement project. 1974: Kenniwick, Washing on, Sewage Lagoon_ Set up weather station and determined evaporation rates for leak testing. 1975: Warm Springs Indian Reservation, Oregon Airport. Two year wind collection and analysis ^ for airport runway siting. 1976: i' rm oldt River and Tributaries Nevada, Hydrologv Memorandum. Cloudburst and general rainlsnowmelt storm analysis for dam design and river flooding projects for U.S. Army Corps of Engineers. 1976: Milwnukee, Wisconsin combined Sewer Overflow Control Historical storm analysis to determine design events. 1976: Denver Colorado FPA 209 River Models. Set up and calibrated meteorologic input of precipitation, temperature, sunshine, humidity and wind for water quality models. 1977: Washington- ( re ,on' Coastal Floodinv. Analysis of 40 years of weather maps and coastal meteorologic data for wave hindcasting and storm surge modeling for Federal Emergency Management Agency flood mapping. 1977: Russell Creek. Cold Ray Alaska_ Snow Drifting, Used historical Cold Bay weather observations to determine snowdrift accumulations and snow fence design for fish hatchery access road. 1977: U epp_r Wisconsin River, Wausau- Wisconsin_ Collected meteorologic data and calibrated snowmelt models for operating system of 19 reservoirs on the Wisconsin River for Wisconsin Valley Improvement Company. 1977: Dupont Wharf Nisi} ,may Reach Puget Snunsl Washin4on Collected and analysed wind data for wave and oil spill study for Weyerhauser Company. E-22 1978: Fox River Model_ Green Reay, Wiscnnsin. Meteorologic measurements and analysis for water temperature model. 1978: Humboldt River= Ney da a, Snowmelt Model_ Operational snowmelt flood forecasting using real-time meteorologic data for U.S. Army.Corps of Engineers. 1979: Mt Shasta, California, Ski Area. Snow accumulation and snowmelt analysis using aerial photography and climatological data. 1980: 17illinah m Harbor, Alaska, Waves Prediction of waves from long-term meteorological data and analysis of wave protection for U.S. Army Corps of Engineers. 1980: Tn,ckee River_ California, Snowmelt Model. Operational snowmelt spring runoff ' forecasting for U.S. Bureau of Reclamation. 1982: Shy Creek Cooling Pnnd, Anchorage, Alaska. Meteorological analysis of potential 'fog ' formation from proposed cooling pond for Elmendorf Air Force Base. 1983: C'aikari Arms AD2rtmerts, Redding. California Cloudburst flood study for litigation against Caltrans. ' 1984: Northern California Coastal Emodin _ Meteorological analysis of weather :maps for wave hindcasting and storm surge for FEMA flood studies from Monterey to Oregon. 1984: Stephens Passage, Juneau Alaska_ Wind recorder installation and analysis of wind fields for determination of wave conditions for Greens Creek Mine dock. 1985: Shemya Air Force Rase, ShernNa Island, Aloka-- Analysis of weather snaps .for wave hindcasting for dock design. 1985: Magic loam Twin Falls,_Idahn_ Meteorological study of probable maximum precipitation conditions for Big Woods River and Camas Creek. 1985: Arco Pit D_ Kapuruk Alaska_ Meteorological station set up and analysis for determining snowmelt floods for the North Slope. 1985: Fel River Landslide, Redway, California. Analysis of historical precipitation records in Northwest California to determine contributory causes to December 1983 landslide. 1986: Combined Sewer Overflow_ Seattle_ Washington Analysis of urban precipitation patterns for calibration of stormwater runoff models. r1987: Baxter F.TR_ Redding, California. Air pollution meteorological analysis for proposed wood treatment.plant. ' 198.7: Combined Sewer Overflow_ Everett, Wash�n Analysis of urban flood events and ' E-23 precipitation for stormwater runoff model. 1987: Precipitation Gnae Master Plan_ Orange County Califnmin Analysis of siting conditions and criteria for location of precipitation gages in Orange County for OCEMA. 1987: Kensington Mine FTR, Jun .au_ Alaska, Installation of weather station and analysis of weather conditions influencing operation of proposed gold mine. 1988: Rush Creek, Lee Vinin`,; California Installation of weather station and analysis of meteorological data for stream temperature modeling for California Department of Fish and Game. 1988: CTar(ien Bar Pumped Stnra2e Mas2sville_ California_ Analysis of meterological data for input to reservoir and Bear River water temperature models. 1988: American River, Sacramento, California_ Analysis and input of meteorological data for water temperature modeling of the American River and Folsom Reservoir for Sacramento County. 1988: Chester Take, Metlakatla, Alaska Precipitation and runoff analysis for hydropower facility for Alaska Power Authority. - 1989: Silver Row Creek, Ruffe., Montana. Analysis of meteorological conditions resulting in 100- year and probable maximum floods for Montana Department of Health and Environmental - Sciences. '1989: February 19, 1986 Flood, Roseville, California Cloudburst precipitation analysis for hydrologic model of flood event for City of Roseville. 1989: Rosamond Wash, Mn'jser ave Det_ California Analysis of meteorologic and hydrologic conditions causing cloudbursts and flash floods for L. Bruce Nybo, Inc. 1989: Jawbone and Pine Tree Canyons_ Mojave Desert, Califomin Analysis of meteorologic and hydrologic conditions causing cloudbursts and flash floods for L. Bruce Nybo, Inc. 1989: Placr� Couni)T' stoneCalifornia_ Description of precipitation statistics and cloudburst design stone methodology for the Placer County Hydrology Manual 1989: Santiago Reservoir_ Orange County- California Analysis of meteorologic data for input to water quality model of Santiago Reservoir for the Irvine Company. 1990: Saoramento Count; Hvdrningy Manual, California. Analysis of precipitation data for all Sacramento County stations. 1992: Charlotte Air Pollution Study, North Carolina. Analysis of odor problems for Charlotte wastewater treatment plants. 1993: Greater Houston Wastewater Project. Texas. Analysis of precipitation records to determine E-24 r depth-duration-frequency and areal-reduction-factors. 1994: Spokane Cnunt}-, Sto mwal r MnnaRement Study,. Washington. Selection and siting of precipitation gages and weather stations for calibration of snowmelt/precipitation runoff models. 1997: Davis County, Utah. Determination of depth-duration-elevation frequency curves for precipitation in the Wasatch Range. 1997: Cedar City, Utah. Analysis of long-term hourly precipitation records in Southwest Utah to derive design storms.for a FEMA restudy. 2000: New Orleans, Louisiana. Study of short-duration precipitation data for urban design storms for City of New Orleans and MWH Engineers. ' 2001: Idaho Falls, Idaho. Analysis of rain-on-snow design precipitation events for the Idaho National Environmental Engineering Laboratory. 2001: Atlanta Georgia. Study of radar and precipitation gage statistics for urban design storms for City of Atlanta and MWH Engineers. 2002: Oroville, California. California DWR and MWH Set up meteorologic data base for WQRRS for Lake Oroville and Themolito Afterbays for 1022-2003. 2003: St Louis; Missouri. Jacobs and MWD. Set up processor for stationary design storms using Depth-Duration-Frequency data for St. Louis and Depth Areal Reduction Factors from radar ' meteorology analyses. Hydra ' 1974: Water Resources Manageme it Study, Seattle, Washington_ Set up and calibration of HSP continuous snowmelt runoff simulation model of the Cedar, Tolt and Green Rivers. 1974: Take Young, Tacoma- Washington Water quality simulation of water supply reservoir influenced by urban runoff. 1976: Seneca Creek, Silver S_n�gs, Maryland_ Hydrologic simulation using HSP model of urbanizing watershed near Washington, D.C. for Montgomery County Capitol Parks Planning Commission. 1976: Rock, Cr ek Park, Washington_ D-C__ Maryland. Set up and calibrated water quality model to determine urban runoff influence on Rock Creek for National Park Service. 1977: Rurnholdt and Walker Rivers, Nevada Set up and calibrated water quality models for wasteload allocation for Nevada Department of Environmental Quality. E-25 1977: Municipality of Anchorage Alaska_ Set up and calibrated water quality model of urban runoff influences on Campbell and Ship Creeks for EPA 208 study. 1977: St I nuis Missoirri_ Set up and calibrated water quality model of urban runoff influences on Meramec River and tributaries for EPA 208 study for Eastwest Gateway Commission. 1978: Del Norte County, California_ Drainage study and hydrologic design manual. 1978: Water R so it es Atlas, CJS Forest Service egion 10, Juneau- Alaska Precipitation maps and hydrologic design manual for Southeast and south Alaska. 1979: Ca scEnterprise Drainage Manual, Re di g, Cali_irnia. Stormwater system designs for two developing areas of Redding. 1979: Hydrology Manual, Sia Rivers National Forest, Eureka- California_ Streamflow regression equations for hydrologic design in northwest coastal California. 1979: Gnib rs Ray, Take Wisconsin_ Wisconsin_ Set up and calibration of water quality model for determining influence of wastewater for Wisconsin Department of Environmental Quality. 1980: Carey_Fagie Mine FIR, Haney Camp,California. Hydrologic tailings pond water balance and water quality study for gold mine. 1980: Seward Marina Fourth of lily C'r ek_, Alaska_ Hydrologic design criteria for levee and salmon spawning ponds. 1980: Manzanira Creek. Rig Bar California. Flow measurements and hydrologic analysis for U.S. Forest Service, Shasta-Trinity National Forest prescribed burn study. 1981: Truckee River Water Stipp ly Needs, California-Nevada- Historical and projected water supply study for Reno and Pyramid Lake for USBR. 1981: Fifteem Dam Safety Studies for T ltah and Nevada- Site visits and probable maximum flood spillway adequacy studies for U.S. Army Corps of Engineers. 1981: Bradley Lake, Homer, Alaska_ Field reconnaissance and water quality assessment of - hydropower project operations for U.S. Army Corps of Engineers. _. 1981: Carson River. Carson Cine, Nevada. Water quality model of nonpoint pollution to Carson River for Nevada Department of Environmental Conservation. 1982: Sacramento Rimer. Tehama COUOI)y, California_ Historical hydrologic simulation of the influence of Shasta Dam on Sacramento River floods. - 1982: Salt Creek, Real Bluff. California. Description and analysis of flooding of an office complex for litigation. E-26 1982: Whiskeytown Reservoir_ Redding, California. Water quality measurements and assessment of hydropower operations. 1982: Iron Mountain Mine= Shasta_ California- Water quality measurements and hydrologic. isolation plans for mine tailings. 1983: Cary Faglle Mine, Yreka California. 1.00-year flood hydrologic study.for Luther Gulch and Indian Creek. ' 1984: Red Dog Mine FIR De Long Mountains, Alaska_ Hydrologic water balancers for proposed water supply and tailings ponds for lead-zinc-silver mine in Brooks Range. 1984: Hyldropow r Assessment Program Portland, Oregon_ Hydrologic methodology for determining potential yields of hydropower in Montana, Idaho; Washington and Oregon for Northwest Power Planning Council. ' 1985: 1 emhi River, Salmon_ Idaho_ Hydrologic description of Lemhi River basin for salmon. fishery enhancement for BPA. 1986: Careens Creek Mine_ Admiral4, island_ Alaska. Hydrologic studies for water supply, hydropower and flood protection on Greens Creek. ' 1986: a H vdroloofor power projections for Lacomb hydropower facility. 1986: C Inv r Creek, Redding, California. Hydrologic study on influence of urbanization on 100- year flood. 1986: Foothill Freeway Corridor. Diange C'oun Califomia_ Determination of 100-year floods for proposed freeway crossings near.El Toro. 1987: Deadwood Canyon and Big Mosquito Creeks C'nlifomia. Flow meter installation, flow measurement and hydrologic analysis for hydropower projects near Sacramento. 1987: Withlnconchee. River, GeorWia. Set up and calibrated water quality model for assessing ' influence of paper mill wastewater for Georgia Environmental Protection Agency. 1987: James River,Virginia. Set up and calibrated water quality model for assessing impact of wastewater discharge for Owens-Illinois Company. 1988: Rig Creek, Hyanapom, California. Hydrologic analysis for :hydropower project in northwest California. 1988: Garden BarPt_�mpe�dStoragef Marysville, Calif min. Study of influence of alternative operations on water temperatures using USCOE Thermal Simulation of Lakes Model and EPA B-27 Qual2E for Garden Bar/Camp Far West Reservoirs and Bear River. 1988: Muck Valley FiR, N uhi b r, Califomia Set up and calibrated water quality model for assessing influence of Collett Lake hydropower operations on Pit River. 1989: Irvine i ake/S ntiagn Reservoir, Orange, Califstrtg. Set up, calibrated and analyzed water quality of lake for development alternatives using USCOE CEQUAL-R1. 1989: MontRomea Creek: Calif is Two-year flow measurement and hydrologic analysis for El Dorado hydropower. 1989: Rhifnrd Creek, Zenia_ California. Hydrologic studies for expansion of hydropower facility. 1989: Box Canyon Mm Break inundation_ Dunsinuir, California Used NWS dynamic wave model to determine dam break flooding on upper Sacramento River. 1990: Battle Creek'H r ingy Study, Manton, California. For California Department of Fish and Game, compiled long-term monthly flow statistics on Battle Creek to assess influence of diversions on low flow periods. 1990: Amerienn River Water Qualify Study, Sa .ram nto, California for Sacramento C'_n tntT Set up, calibrated and tested alternative Folsom Lake release influence on water temperature using EPA Qual2E and USCOE CEQUAL-R1. - 1990: Dry Creek Master Drainage Plan Placer County- Cali— omits.. HEC-1 and HEC-2 modeling of 80 square mile urbanizing watershed. 1991: Auburn/Rowman Conirminily Plan Hydrology Stildy, California. HEC-1 and HEC-2 modeling of peak flows and water levels resulting from future development. 1991: Morrison Creek HydroloRy Study, California, HEC-1 and HEC-2 modeling of Morrison Creek and tributaries in Sacramento County. 1991: Folsom Reoperation Study of American and Sacramento Rivers for i 1SCOF. EPA QUALM and USCOE CETHERM-R1 for analyzing influence of Folsom Lake operation alternatives on water temperatures. 1992: City of Redding Stormwater Master Plan_ California. HECA and HEC-2 modeling of 100 square miles of tributaries to Sacramento River. " 1993: City of Lincoln Stormwater Facilities Plan. Califamia. HECA and HEC-2 modeling of Auburn Ravine, Orchard Creek and Ingram Slough proposed development. 1994: City of Hanford Stormwater Master Plan_ Califon iia- HEC-1 modeling and system design for existing and proposed stormwater management facilities. E-28 l 1994: Cover Creek Stormwater Management Plan, ReddinW, California Siting of retention/detention basins for control of flooding due to future developments. 1994: Grasshopperk,Reuel_Bluff. C'.alif nlia. Hydrology and hydraulics 100-year flood study for submittal of application of Letter of Map Amendment for FEMA. ' 1994: 1.ernhi River, Salmon-Idaho. Analysis of river flow and irrigation records for 1992-1994 to determine consumptive use and return flow. 1994: Lake Creek, Medford, (ire-cm. Determination of impacts on hydrology and water quality from proposed hydropower diversions. ' 1995: Sacramento, County California. Meteorologic, Hydrologic and Hydraulic analysis of January 10, 1995 flood event in Sacramento County,Roseville, and Placer County. ' 1995: R .ddin , California. Design guidelines for -control of flood increases due to land development using detention/retention ponds. Revision of 100-year floodplains for 40 miles of stream using 1994 land use hydrology. 1995: Sacramento CountN, California. Revision of peak flow frequency curves and depth-duration- precipitation frequency curves for all gage records in Sacramento County. HEC-1 and -HEC-2 analyses of January 9-10, 1995 flood event. ' 1995: Iron Mountain Mine_ Redding, California. Peer review of water quality control alternatives for Boulder Creek. Hydrologic analysis of long-term flows using HSPF model. ' 1997: EIP Associates and Calaveras Cement Corporation, Shasta County, California.. Set up HSPF model of Stillwater Creek to provide 1948-1998 flow duration curves for locations used for water ' quality measurements. 2000: Duncan and Long Canyon, Greek Store, California. For Placer County Water Agency,. Set up PR1v1S to determine the influence: of logging on snowmelt for paired watersheds tributary to the 0 North Fork American River. 2000: Auburn Ravine and Coon Creek, Auburn, California. For Placer County Planning Department. Set up HSPF to determine long-term flow statistics. 2001: EIP Associates and San Bernardino Water District. Derived long-term statistics of daily and peak flow for Mill Creek near Redlands. California. 2001: City of Morgan Hill and :Carollo Engineers. Stormwater master plan using HEC-1 and SWMM for City of Morgan Hill. 2002: City of Gilroy and Carollo Engineers. Stormwater master plan using HEC-1 and SWMM for E-29 City of Gilroy and vicinity. 2002: Tuolumne t;tility District and EIP. Water balance and leak analysis of TUD ditch system near Sonora using HEC-1 and spreadsheets. 2003: EPA and Placer County Water Agency. Long-term simulations of representative Sierra Nevada watersheds using HSPF including climatic change scenarios. 2003: Fidelity Coal Company. Long-term simulations of Tongue River and Tongue River Reservoir flow and water quality using HSPF and CEQUAL, near Miles City, Montana. Hydraulics, Sedimentation 1979: Browns Creek_, Piatina, California- Channel erosion and sedimentation analysis of fishery enhancement structures for U.S. Forest Service, Shasta-Trinity National Forest. 1982: Shasta River Bridge Fort _Tones, California. 100-year flood study and. HEC-2 hydraulics study for Siskiyou County. 1983: Fklutna Pipeline, Anchorage Alaska. Erosion and scour studies for pipeline crossings of ._. Eklutna, Eagle,Peters and Ship Creeks. 1983: Clear Creek French Gulch, California_ 100-year flood bend erosion study for litigation. 1984: Old Cow Creek Bridge, MillyiLle, Califamia. 100-year flood study and HEC-2 hydraulics study for Whitney Nicholas. 1984: Rock Creek,_Oroville, California. Sedimentation of proposed hydropower reservoir for Orovi I le-Wyandotte Irrigation District. --� 1984: Northern California Coastal Flooding_ Analysis of winter beach profiles, wave set up and wave run up for FEMA. 1985: Arroyo Mocho Bridge,, Livermore, California_ HEC-2 computer backwater study for proposed bridge. 1985: Grindstone Indian Reservation Water Intake, California. Hydraulic design of water intake structure for U.S. Bureau of Indian Affairs. 1985: Fel River, Redway, California. Fluvial-12 sediment transport analysis of stability of landslide obstructing river channel for Pacific Lumber Company. 1985: Saczamento River_ Red Rkrff, California HEC-2 100-year flood profile and encroachment study for Tehama County. E-30 1986: Cottonwood Creek Shasta C runty, California Fluvial-12 sediment transport and erosion analysis for levee design. 1986: Tenana River, Nenana, Alaska. Fluvial-12 bank erosion analysis for levee design. 1986: Sis ki}o_�Cnunt;, Schools Administration Center Yreka, C'alifomia- Design of groundwater ' interception and drainage system. - 1986: Antelopegeek, Tehama Crnm J California HEC-2 computer 100-year.flood analysis for ' bridge design. 1987: Snake River; Slielley. 1 a n_ :HEC-2 computer analysis of 100-year floodplain influenced by proposed hydropower project near Twin Falls. 1988: Cottonwood Creek Tehama County California_ HEC-2 and Fluvial-12 computer analysis of sediment transport and erosion affected by proposed gravel extraction plant for Tehama County. 1988: Fall Creek, Eugene, Oregon. HEC-2 analysis of fish hatchery diversion dam for U.S. Forest Service. 1988: ScottRive�r_Ftng- California. Design of spur dike for erosion protection for Walter Krell. 1988: Santiago Take_ nrangP Cnnnt5 California Evaluation of sedimentation of Santiago Lake since construction in 1935. 1989: Klamath River_ Hoopn Indian Reservation, California Delta deposition and erosion ' estimates for Bear; Tecwan and Roach Creeks for U.S. Bureau of Indian Affairs. 1989: Churn Creek, Redding- California. HEC-2 computer 100-year floodplain and encroachment study for proposed residential development. 1989: Olney Creek_ Redding California HEC-2 computer 100-year floodplain study for building site. 1989: Little Cow, Creek, Bella Vista, California. HEC-2 computer 100-year floodplain study for ' residential development. 1989: Dir Creek and Tribu ari ,s BridggSrRosevOle_ California 100-year hydrology and HEC-2 hydraulics for nine bridges for Roseville, California. 1990. Scott River_ Siskiyo„ Cnnnt� California Sediment transport capacity using Fluvial-12 for representative reaches over 35 miles. 1991: Cottonwood Creek .Tehama County, Califnmia Restudy of gravel transport in five mile reach including gravel extraction areas using Fluvial-12, HEC-2 and Parker Acronym. E-31 1991: South Fork Trinity Riypr, HyaT, Trinity C:rnm C'.alifomia- Bank erosion and gravel transport study for an airport levee and opposite bank failure using HEC-2. 1991: Fel River- Femdale, Humboldt County, California Bank stability and river migration study for failure analysis of levee. 1991: lohnson Creek, Mci.auglin Blvd Portland, Oregon. Bank stability and sediment transport analysis for proposed creek realignment using HEC-2. 1992: Jordan River,, Salt Take County and Salt Take GI:4, I I ah_ Stream stability and sediment transport study for Jordan River below Utah Lake using HEC-6 and Parker Acronym. 1992: GCfD Intakes on Sacramento River near Corning,, California. RMA2 2-dimensional sediment transport modeling for proposed modifications of fish.screens. 1994: Amargosa Creek. Palmdale_ California- Design of box culverts and erosion control structures. 1994: Hqrnbril2ht Creek, Ord, California. Design of cutoff walls and riprap to control bed erosion associated with gravel extraction project. 1998: Cottonwood Creek- T .h n,a County; California. Design of spur dikes to limit bank erosion on the south bank of Cottonwood Creek. 2001: Little Chum Creek Reddina California. Determination of 100-year flood limits using HECRAS due to fill encroachment and South Lawrence Road stream crossing. 2001: Salt Creek and Churn Creek. Ridding California. Determination of 100-year flood limits using HECRAS, for office proposed development. 2002: Sand Canyon_ Big Bear Municipal Water District. Sediment transport study using HEC-6 for Sand Canyon near city of Big Bear Lake. 2003: Mill Creek, San Bernardino Water Agency. 105 year flow record investigation of sediment — transport and stream morphology for unstable channel near Redlands. Litigation Investigations 1980: City of Seward vs_ C nturv, for plaintiff. Flood flow assessment for Fourth of July Creek, Seward, Alaska. Arbitration testimony. Case settled. 1982: Rogers vs_ Jam, for defendant. Flood study for industrial property on Salt Creek in Red Bluff, California. Deposition testimony. Case settled. 1982: Keho vs_ Lewis, for plaintiff. Surface water and ground water drainage for residential development in Yreka,California. Case settled. E-32 1982: Plaintiffs vs- Holiday Harhor, for defendant. Meteorological study of wind at Shasta Lake, California. Trial testimony. 1983: Calkari Arrns vs- Caltrans, for. plaintiff. Storm rainfall and runoff for 1977 cloudburst at Redding, California. Deposition testimony. Case settled. 1983: Phillins vs_ Adams, for defendant. .Flood and stream bank erosion study for Clear Creek at French Gulch, California. Trial testimony. Defendant won. 1983: Yiuha Trrigation District vs Shell Oil,,for defendant. Hydraulic analysis of Cache Creek levee failure near Williams, California. Case settled. 1984: Jones vs Scott, for defendant. Analysis of natural and manmade drainage systems near Trinity Center, California. Trial testimony. Defendant won. 1984: Tompkins vs Mallett, for plaintiff. Hydrology study for hydropower facility near Trinity Lake, California. Deposition testimony. Case settled. 1984: California-American vs- I 1_S- a=nt- of Agriculture, for defendant. Sedimentation study for San Clemente Reservoir near Monterey, California. Case settled. 1985: Re"dway Residents vs_ Pac_•ific. Lumber, for defendant. Rainfall, runoff, and erosion study for tlandslide on S. F. Eel River near Redway, California. Deposition testimony. Case settled. . 1985: California Fish & Game and FF,RC vs- Seithe Fnergies, for defendant. Hydrologic study for hydropower facility on Rock Creek near Placerville, California. Hearing testimony. Case settled. 1986: California WateLgghts Board vs. Mega-Renewables, for defendant. Hydrologic study for North Fork Hydro project near Fresno, California. Hearing testimony. Case settled. 1986: Califnrnia Fish R Game vs- Montgomery Creek Hydro, for defendant. Hydrologic study for Montgomery Creek Hydropower facility near Redding, California. Hearing testimony. Case settled. 1987: Environmental Defense Fund and Sn cramento County vs- FBMI ID, f6r plaintiffs. Flow and temperature analysis for American River at Sacramento, California. Trial testimony in Hayward January 1990. Plaintiff won. 1987: Mnlaughney et al vs- Orange Coi n4'. for defendants. Analysis of flood event on March 1, 1983 in Fountain Valley, California. Deposition and trial testimony. Defendant won. ' 1987: Linda Residents vs California at al, for plaintiffs. Analysis of flooding from levee break on. February 19, 1986 at Marysville, California. Case settled. 1988: Alexander et al vs Orange County et 91, for defendants. Analysis of flood event on March 1, 1983 in Huntington Beach, California. Trial testimony in Santa Ana, March 1990. Defendant won. E-33 1988: Achenhaugh et al vs_ City of Roseville et al, for defendants. Analysis of flooding resulting for February 19, 1986 cloudburst near Roseville, California. Trial testimony in Auburn March- July, 1992. Defendant won. 1989: %isk vs. Cil)' of Roseville, for defendant. Analysis of flood water levels and erosion potential resulting from floodplain encroachment on Dry Creek in Roseville, California. Case dropped. 1990: Tylstra et al vs_ Trinity C'o_ Lam, for plaintiffs. Determination of causes of bank erosion induced by airport levee on South-Fork Trinity River near Hyampom. Deposition. Case settled. 1990: State of Idaho vs- Tnick Transnort at al, for defendants. Water quality analysis of Little Salmon River resulting from toxic dye spill. Trial testimony in Boise, Idaho, May 1991. - Defendants won. 1990: Win7ler vs_ Humboldt County, for plaintiff. - Determination of causes of bank erosion induced by USCOE experimental spur dikes and levees on the Eel River near Eureka. Trial testimony in Eureka November 1991. Plaintiff won. 1990: 1?yereen Fs ares vs- Sacramento Count- , for defendant. Analysis of flood runoff and water levels on Arcade Creek, Sacramento for February 19, 1986 event. Deposition testimony. Case settled. 1991: Oregnn Worsted Co vs. State of Oregonet al, for plaintiff. Analysis of effects of proposed bridge on Johnson Creek on fish habitat. Case settled. 1991: Waldnort Homeowners vs_ State of Oregon Department of.Transportation, for plaintiffs. Analysis of effects of bridge demolition on tidal currents in Alsea Bay. Case dropped. 1992: Pleasanton Gravel vs- C'it�-, of Livermore, for defendant. Analysis of influence of urbanization and city storm drains on flooding downstream. Case settled. 1993: California Department of Fish & Game_ et a1. vs- 04 of Rig Rear, for defendant. (Downey Brand Seymour Rowher: Kevin O'Brien, Sacramento). Analysis of flushing flow requirements for sand removal and enhancement of fish habitat in Bear Creek downstream of Big Bear Lake. r' Hearing testimony. Case settled. 1993: Put-ah Creek Conference- et al- vs- Solano Corning Water A€ency, for defendant. Comprehensive analysis of runoff, storage, evapotranspiration losses, groundwater gains and losses, diversion losses, and irrigation return flows for the 1930-1993 period on Putah Creek and Lake Berryessa. Case settled. 1994: Ludwig vs Anderson_ et al, Yuba City, California, for plaintiff. Hydrologic and hydraulic _ analyses to determine creek restoration required after topsoil removal. Trial testimony in Yuba City. Plaintiff won. 1994: Plaintiffs vs Riverside County Flood Control District and Metropolitan Water District of E-34 1 Scnrthern California, for defendant. HEC-1, HEC-2, HEC-6 analyses of influence of channel vegetation on upstream flooding for Murietta Creek at Temecula, California, January 19, 1993. Deposition testimony. Case settled. ' 1995: T.akP Redding Estates Homeowners us_ City of Redding, California, for defendant. Description of standard of care for culvert design. Comprehensive hydrologic and hydraulic analysis of March 23, 1993 flood event on Carter Creek. Trial testimony in Redding. Retrial of. similar issues in January 1998. Plaintiffs won. Currently on appeal. 1995: ASARCO) Ray Mine, Arimna vs. Arkwright Insurance Compan-y, for plaintiff. Investigation of the probability of mine pit water balances for 1992-1993 wet period for insurance claim. Deposition testimony. Case settled. ' 1995: Cinnamon,et 91- vs_ Sacramento County, for defendant. Analysis of flood drainage problems in residential area in Carmichael California. Deposition taken. Case dropped. 1996: Fd Parish, Quail Vailey Ranch v5. NRCS, for plaintiff Analysis of Pit River flooding of alfalfa fields due to new levee project in Lookout California. Deposition pending. Testimony at arbitration proceeding June 21, 1998, Sacramento. Case settled. 1996: Daniel Darnall vs. L-ssen C oun , for plaintiff. Investigation of causes of property flooding due to inadequate drainage systems in Susanville California. Deposition taken. Case settled. 1996: Kuo vs California Board of Reclamation, et al, for defendant. Analysis of influence of gravel extraction on Cottonwood Creel: bend migration, Orland, California. Deposition taken, trial i in Orland, California in February 1998. Defendant won. 1996: Trailer nark hnmenwners vs_ Nva Chun and C'.ity of St Helena. For defendants. Analysis of 1986, 1995 and 1996 flood events for the Napa River near St. Helena. Case settled. ' 1996: Plaintiffs vs. Q4, of Nan, a California, for defendant. Analysis of January 9, 1995 flood event at a residential development. Case settled in March 1998. 1997: Cabrera and Provine vs_ City of Redding_ California, for defendant. _Analysis of stormwater drainage system at Harpole Road and Churn Creek Road, Redding, California. Case settled: 1997: Winifred Jones vs. Pacific Cra.s and Flertric Company, for plaintiff. Analysis of influence of pipe crossing sheet piles.on bank erosion, Corning, California. Testimony at arbitration hearing in Sacramento. Case settled. 1997: Covert Run Pike Homeowners vs Sanitation Districtand City of Bellevue Kentucky For defendants. Hydraulic analyses of urban flash floods and potential mitigation. Ongoing. i1997: Finley et al vs City of Redding and Shasta County For defendants. Meteorologic, hydrologic • b ' and stream hydraulic analyses of flood causes and potential mitigation for CIover Creek. Case Settled. E-35 1997: Mahaffy vs City of Redding and Gold Hills Golf Course For defendants. Hydrologic analyses of stormwater collection system design. Case settled. 1997: Y univille. trailer nark homeownersvs. Nalm County and Town of Yountville. California. For defendants. Investigation of causes of flooding in 1995 and 1997 floods due to Hopper Creek and the Napa River. Case settled. 1997: York vs. .iaxon Enterprises. Corning California For defendant. Investigation of causes of riverbank erosion in Stony Creek due to gravel extraction operation. Trial testimony in Corning. Defendant won. 1998: Prolierty owners Ys- Gravel Extraction Comr py and Grays Harhhr County Washington. For defendants. Investigation of historic and predicted migration of Humptulips River channel in vicinity of proposed gravel extraction project. Case Settled. 1998: Farn, Comorations vs. State of California. For defendant. Analyses of precipitation and flooding of Arroyo Pasajero Creek in March 1995 near Coalinga, California. Case settled. 1998: Stora( vs Charles Krug Wine fit Helena California. For defendant. Analyses of flooding on Napa River due to cross levees in March 1995 flood. Trial testimony in Napa Superior Court. Defendant won. 1998: Property Owners vs. Modesto irrigation District Modesto California- For defendant. Analyses of flooding on Tuolumne River, Dry Creek, San Joaquin River due to releases from Don Pedro Reservoir in January 1997. Ongoing. Trial still scheduled for 2004. 1999: Kernan vs. Marion,Grenada, California. For defendant. Analyses of flooding on Julian Creek and Housman Ditch in January 1999. Arbitration hearing testimony. Case settled. 1999, Youngman vs_ State of California_, Meeks Ray California. For defendant. Hydrologic analysis of State Highway 89 culvert near Lake Tahoe January 1997. Trial testimony in El Dorado Superior Court in South Lake Tahoe, July 2001. Found for plaintiff. 1999: Aadland et al vs. State of California, et al., I n& California_ For defendant. Investigation of flooding due to State Highway 99 drainage system in February 1998 at Eden Mobile Home Park, Settled. 1999: Barnum vs- City of Eureka- C''alifnniia- For plaintiff. Investigation of flooding due to Fairway Drive culvert since its construction in 1960. Deposition and trial testimony in Humboldt County Superior Court. Found for Plaintiff. 2000: State of California Department of Fish & Came us Scott Murrison_ For defendant. Investigation of water diversion structure on Big Creek near Hayfork. Case Settled. 2000: Wisher'.s Salvage et- ai._ vs. Burlington Northern &. Santa Fe Railroad .For defendant. E-36 Analysis of causes of flooding on Ashley Creek near Kalispell, Montana in May 1997. Case Settled. 2001: Woolf vs. State of California. For defendant. Investigation of wet weather accident on I-10 near Ontario, California. Case Settled.. 2001: Oakdale Mobile Home Park vs. State of California. For defendant. Investigation of flooding for a mobile home park near Oakdale. Case settled. 2001: Seymour vs State of California. For defendant. Investigation of flooding due to runoff from Shasta County property and State Highway,299 in Shasta City. Case settled. 2002: Dube vs. Forty Grand. For defendant. Investigation of the causes of flooding for a July 1998 storm in Fort Thomas,Kentucky. Ongoing. ' 2002: Coming residents vs. City of Corning. For plaintiff. Investigation of flooding due to urban runoff in Corning. Ongoing. PUBLICATIONS "Determination of TMDL's for Big Bear Lake, California" Presented at the California Water Agency Conference in San Diego, California, December 5, 2003. "Determination of Design Storms for Wastewater System Design in Houston Texas" Presented at D g Y g the AWWA Annual Meeting in Long Beach, California, October 1997. "Hydrology Manual Verification Using the March 23, 1993 Storm at Redding, California", Proceedings of the June 25, 1994 Symposium on Predicting Heavy Rainfall Events in California, Sierra College, Rocklin, California. "Analysis of Flooding Caused by the February 18, 1986 Cloudburst in Placer County, California", Proceedings of the June 25, 1994 Symposium on Predicting Heavy Rainfall Events in California, Sierra College, Rocklin, California. "Design Cloudbursts and Flashflood Methodology for the Western Mojave Desert, California", Proceedings of the 1990 National Conference on Hydraulic Engineering and the International Symposium on the Hydraulics/Hydrology of Arid Lands, ASCE,New York,NY, "Hydraulic Characteristics of Steep Mountain Streams During Lown and High Flow Conditions and ' Implications for Fishery Habitat", Proceedings Symposium on Small Hydropower, American Fisheries Society, Denver, Colorado, May 1985. "Modeling Design Flood Hydrographs for Glaciated Basins in Alaska", Proceedings Cold Regions Specialty Conference, Department of Civil Engineering, University of Alberta, Edmonton, Canada, April 1984. 1 E-37 "Influence of Temperate Glaciers on Flood Events in Maritime Alaska", Managing Water Resources for Alaska's Development, Proceedings American Water Resources Conference, Chena Hot Springs, Fairbanks, Alaska,November 1983. "Estimating Flows in Instable Channels Using Indirect Methods", Rivers '83, Proceedings Hydraulic Specialty Conference, American Society of Civil Engineers, New Orleans, Louisiana, October 1983. "Determination of Flood Levels on the Pacific Northwest Coast for Federal Insurance Studies", Proceedings Hydraulics Specialty Conference, American Society of Civil Engineers, College Station, Texas, 1977. "Numerical Simulation of Storm Surges on the Pacific Northwest Coast", Proceedings First Conference on Coastal Meteorology, American Meteorologic Society, Boston, Massachusetts, September, 1977. "Variation of Snowpack Density and Structure with Environmental Conditions", Center for Water Resources Research,Desert Research Institute, University of Nevada, Reno, Nevada, 1974. "Allocation of Water Resources in the Lake Washington-Cedar River Basin, Washington", presented at the Ninth American Water Resources Conference, Seattle, Washington, 1973. "Numerical Prediction of Snowpack Temperatures in the Eastside Sierra Nevada Using a Surface Energy Balance Model", PhD. D. Dissertation, University of Nevada, Reno, 1972. PROFESSIONAL MEMBERSHIP American Society of Civil Engineers American Meteorological Society E-38 DONALD BALLANTI Certified Consulting Meteorologist EDUCATION 1976 M.S. in Meteorology, San Jose State University 1971 B.S. in Meteorology, San Jose State University EXPERIENCE Consultant to planners, engineers and architects in air quality, meteorology, climatology and building aerodynamics. Mr. Ballanti has prepared over 750 climate, air quality impact, and air quality planning studies. Clients have included government agencies, private developers, planning and research firms and transportation engineers. Mr. Ballanti has conducted studies on a wide range of projects, including transportation, mining, housing, industrial, power generation and recreational projects. Areas of expertise include meteorological and aerometric monitoring and data analysis, air quality modeling on the local and regional scale, dispersion modeling in rough terrain, pollutant source.calculation and physical modeling in a wind tunnel. Mr. Ballanti has appeared as an expert witness in air pollution for both the California and Nevada Attorney General's Office. Prior to establishing his own practice in air quality and climate consulting, Mr. Ballanti was a air pollution meteorologist and Director of the Wind Tunnel Division for Environmental Impact Planning Corporation, a multi-disciplinary planning firm in San Francisco. PUBLICATIONS "Outdoor Comfort of Pedestrians in Cities", with Edward Arens, presented at the Conference on Metropolitan Physical Environment: Vegetation, Spaces, and Structure for Human Amenities, Syracuse, New York, August 24-29, 1976. E-39 "Applications of Physical Modeling in a Wind Tunnel to Geothermal Development", presented at the Geothermal Environmental Seminar, Clear Lake, California, October 27-29, 1976. "Developing the San Francisco Wind Ordinance and Its Guidelines for Compliance", with E. Arens et al., Presented at the Annual ASCE Convention, Boston, MA. October 1986. PROFESSIONAL ACTIVITIES Mr. Ballanti has written several papers and taught classes on the subjects of microclimate and air quality impacts. He was a speaker on the technical aspects of air quality planning on the county and city level at a CEQA Air Quality Workshop sponsored by the California Air Resources Board, Caltrans, the Bay Area Air Quality Management District and other agencies and organizations. -- Mr. Ballanti assisted Bechtel Corporation as an instructor for the Energy Management Consulting and Training (EMCAT) program administered by U. S. Agency for International Development (U.S.A.I.D.).. Mr. Ballanti participated as part of a multi-disciplinary team providing guidance on the preparation of Environmental Impact Assessments for hydroelectric and coal- fired thermal power projects. Mr. Ballanti was a member of the Technical Advisory Committee to the -� Association of Bay Area Governments and Bay Area Air Quality Management District during preparation of Improving Air Quality Through Local Plans and Programs and Designing Strategies for Encouraging Alternatives to Auto Use Through Local Development Review. Mr. Ballanti is a member of the American Meteorological Society and Air and Waste Management Association, and the Association of Environmental Professionals. Mr. Ballanti has been designated a "Certified Consulting Meteorologist" by the American Meteorological Society, Certification No. 264. E-40 Responses to Letter E: Levenson Develo ment P P - Responses to Letter E: Levenson Development E1. Comment noted. E2. Comment noted. All of the impacts that remain significant and unavoidable will 1 require overriding considerations. A public agency may approve a project even though the project would cause a significant effect on the environment if the agency makes a fully informed and publicly disclosed decision that(CEQA Guidelines §15043): ' (a) There is no feasible way to lessen or avoid.the significant effect;and (b) Specifically identified expected benefits from the project outweigh the policy of reducing or avoiding significant environmental impacts of the project. E3. Comment noted. E4. Comment noted. E5. Comment noted. _ E6. As identified in the first paragraph, on page 3-2 of the Draft MEIR, at full build- out, Phase I would have a Floor Area Ratio (FAR) of 0.22 and Phase II would have an FAR of 0.36. Each development site must stand on its own with regard ' to maximum FAR. Combining the FARs of developments separated by a major arterial would circumvent the intent of the General Plan to curb the more severe environmental impacts that higher land use intensities can cause. As noted in the General Plan Land Use Intensity Standards, when combined, the FAR for Regional Commercial is 0.25 (Redding General Plan, Community Development and Design Element,page 16,Table 1-3),not.31 as proposed. E7. In this case, the hydrologic modeling has shown that the project world result in an increase (although minor) in flood levels along the stretch of Salt Creek between where the new drainage channel to the north would enter Salt Creek and where Salt Creek.reconnects with the Intermittent Creek channel south of the project site. This physical impact is in violation of policy HS2H and, the impact Redding Oasis Center Final Master EIR E-41 Responses to Letter E: Levenson Development determination of significant and unavoidable will not be changed. See Response to Comment G55. E8. 'The revised alignment could be considered when an application is submitted for Phase II. See also Comment H1. E9. The applicant provides some background on the TYLin/CCS, the firm that completed the traffic study for this project, and also asserts that Caltrans should have submitted written comment on the traffic scope of work in response to the NOP. While Caltrans may not have submitted written comments in response to the NOP, as noted in the comment, the agency provided considerable verbal input into the scope of work for the traffic analysis. As a key Responsible Agency, Caltrans had a vested interest in the approach taken on this work. As the Lead Agency, the City of Redding also wanted to make sure that Caltrans' concerns were addressed. The informal consultation that occurred with the agency regarding the scope or work was consistent with standard CEQA practice throughout the State. E10. The applicant describes some of the work prepared by TYLin/CCS. The traffic study is presented in Chapter 5 of the Draft MEIR. A technical appendix of the traffic study is presented as Appendix C in Volume H of the Draft MEIR. E11. As permitted by the CEQA Guidelines (Section 15084(d)), the. draft EIR was prepared by a consultant, Douglas Herring and Associates, retained by the applicant. Before using a draft prepared by another person (i.e., publishing the Draft EIR for the public review), the lead agency subjects the draft to the agency's own review and analysis. In this comment, Levenson Development is further describing the experience of several key consultants that prepared the draft EIR submitted to the City. IJ E-42 Redding Oasis Center Final Master EIR LETTER F --� C O X.C A S T L E �'V I G H O L_5 0 N �"— Cox, Castle& Nicholson LLP 2049 Cencury Park East,28"'Floor Los Angeles,California 90067-3284 P 310.277.4222 F 310.277.7889 Margo N.Dradish 4l 5.262.5 100 mbndisWcoxcastle.cam June 15, 2004 VIA FACSIMILE AND MAIL (530) 225-4495 Mr. J im Wildauer Development Services Department City of Redding 777 (:ypress Avenue Redding,CA 96001 Re: Draft Master Environmental Impact Report for Redding Oasis Center P p g (SCH No. 200212204.5) Dear Mr. Wildauer: On behalf of our client,'Thomason Development, Inc. ("Thomason"), we submit the following comments on the Draft.Master Environmental Impact Report ("DMEIR") for the Redding Oasis Center("Project")(SCH No. 2002122045) proposed by Levenson Development ("Levenson"). These comments are in addition to the comments separately submitted by Diaz Associates on behalf of Thomason. In addition, the comments submitted by Thomason in response to the Notice of Preparation of the DMEIR on January 7, 2003 ("NOP Letter") are attached hereto and incorporated herein by this reference, as many of those prior comments have not been addressed adequately in the DMEIR. As you are aware, Thomason has various land holdings in the immediate vicinity of tht-Project and will be impacted directly and indirectly by the Project. In its NOP Letter, Thomason made comments aimed at ensuring that the integrity of the Oasis Road Specific Plan (the"Specific Plan") and the related enviromnental review process would not be compromised, and that potential direct and indirect impacts of the Project on Thomason lands and the Specific Plan area would be addressed and mitigated. Such impacts have not been adequately addressed, nor have adequate mitigation measures been proposed, in ate,DMEIR. In fact, the many subst amial inadequacies of the DMEIR (as outlined below)necessitate substantial revision and recirt:ulation of the DMEIR. Project Descriprion The development proposed in the DMEIR is divided into phases and sub-phases, specifically: (1) Phase I (totaling 32.9 acres) development occurring on the portion of. the Project site to the north of Oasis Road, comprised of_ (a)Phase IA,which is the"Boxco" development, including a warehouse, tire center, fueling station, and two fast food restaurants, all in the ;X_ www.coxaudc.com Los Angeles I Orangc Cumity I San Francisco F-1 Mr,JIM Wildauer Development Services Department June 15, 2004 Page 2 western portion of the Phase 1 area, and (b) Phase IB, which covers the eastern.portion of the Phas<:I area; and is proposed to include mixed-use retail commercial development; and (2) Phase 11 development,which is proposed to be comprised of 850,000 square feet of commercial development(including bigbox, retail, shops, and other uses)on the remaining 53.9 acres of the Project site. Phase I would have a Floor Area Ratio(FAR)of 0.22 and Pbase 11 would have a FAR of 0.36 (Page 3-2). 1. Improper Use of Tiering The DMEIR states that it is tiered off of the Buckey Redevelopment Plan EIR and the General Plan ETR_ As acktlowledged by the DMEIR,however,tiering is limited to situations whem., the project is consistent with the general plan and zoning. The majority of the site is desig hated"Regional Commercial", For which the General Plan establishes a maximum floor area ratio(EAR)of.30, with a FAR of.25 being typical. Because Phase II would have a .36 FAR.. it is inconsistent with the General Plan and would require a General PIan amendment. The ETR incorrectly suggests that"[1]f the applicant meets the requirements of the City's density F1 bonu•,requirements in Phase 11 (which won't be known until a formal application is Submitted in the future), the Phase 11 project would also be consistent with the General Plan and the Zoning -- Ordiriance"(Page 14). In fact,however,the General Plan contains no exception to the maximum FAR for projects that receive densitybonuses. As such, even if the applicant applies for alLd the City grants a density bonus, which is speculative,Phase II still would require a General Plan amendment. In addition, the DMEIR acknowledges that the Project as currently proposed(i.e., with the elimination of Twin View Drive)would require amendments to the General Plan Transportation Di.agratn. Because the Project as currently proposed is not consistent with the General Plan,reliance on tiering tberefore is inappropriate. As such, the DME IR must be revised to function as a stand-alone document that is not tiered off of any other MR. 2. . Improper Use ojMaster EIR The DMEIR states that it takes the form of a"Master" EIR because the Project is being.proposed ui phases, and while there is an application pending beFore that City that includes detailed plans for Phase 1,no application has been submitted for Pbase 11, and the Phase II plans are still conceptual and subject to change. (Page 1-6 and 3-2). Master EIRs arc permitted for projects that will be carried out in phases. CEQA Guid clines §151.75(b)(3). For such projects,Master EIRs must(i) evaluate the first phase of the F2 project in the same level of detail as required for a project-specific EIR; (ii) describe the anticipated subsequent phases that are within the scope of the Master EIR, including the type of 1 project,the maximum and minimum intensity, the anticipated location and a"capital outlay or capital improvement program, or other scheduling or unplementing device that governs submission and approval of subseNuent projects, or an explanation of why practical planning considerations render it impractical to identify such a probTam or schedLainb or other device at F-2 Mr. Jim Wildauer _ Deve-lopment Services Department June 15, 2004 Page 3 the time of preparing the Master E1R"; and (iii) describe the potential impacts of anticipated F2(Cont) projects for which there is not sufficient information reasonably available to support a full asset:sment of potential impacts in the Master EIR, Id §15176, The DMEIR fails to comply with these requirements for several reasons. First, conn-ary to the CE-QA Guidelines, the EIR does not analyze Phase 1 in a project level of detail and Phase TI at a more general level of detail. Instead, the DMEIR appears to"cherry-pick" which elements of Phase I and Phase It to analyze at a project versus program level, depending on the amount of information offered by the applicant. For example, although the.DMEIR clain is to include a project level of analysis for all of Phase 1,several key project components F3 requ7 red for such an analysis-such as a preliminary plans for grading, landscape,pedestrian acce-;s, lighting and the location of the public plaza --either are not described/evaluated at all or are inadequately describedlevaluated in the DMEIR. Moreover, Phase 11 is sometimes described in detail and other times in only general terms (e.g., specifies offered regarding-fuel station,but a gadi.ng plan is only vaguely referenced). The result is a confusing mix of analyses that mal=e it diffi,;ult to assess which components of the project are proposed for approval without additional CEQA review and which components will require subsequent analysis in accordance with CEQA Guidelines Section 15177 and 15178. The DMEIR should be revised to clearly provide-project level analysis for all of Phase I and to indicate whether it is intended to provide such.analysis for Phase 11. Second, the DMEIR does not contain the required scheduling or implementing devic=e that govems submission and approval of subsequent projects, or an explanation of why practical planning considerations render it impractical to identify such a or scheduling or other devit.e. In particular, the DMEIR fails to explain the basis fbr the division of the Project into Phases 1A, IB and II (other than the fact that Phases I and II are on opposite sides of Oasis Road) F4 or why it is impractical to address Phase II in a project level of detail. One might conjecture that the original basis for the division of Phase 1A and 1.13 was Levenson's proposed deal with Costco for Phase IA, but even that rationale no longer exists. The proposed phasing seems particularly questionable given that the DMEIR proposes that Phase I would occur first and Phase 11 would occu r in 2005. Given the remaining entitlements work needed for Phase I, it is unlikely that Phase 1 would occur before 2005, such that Phase I and Phase 11 would occur concurrently. Again, it appears that the only basis for distinction between Phases is the amount of information Prov ided by the applicant. In fact, it appears that the use of the Master ETR is driven more by the applicant's desii a to plow ahead in advance of the Specific Plan(see discussion in Part 4 below) F5 nota ithstanding the lack of a real tenant or project-specific information, than by any true phasing plan. Either the DMEIR must be revised to comply with CF-QA's requirements for a Master EIR, or it,must be revised as a standard project level EIR, with project-level analysis of all ProjL;et components and phases, Either way, recirculation will be required. F-3 Mr. •►un Wildauer Devulopment Services Department June 15, 2004 Page 4 3. Inadequate Discussion of Inconsistency with General,Flan Section 15125(d) of the CEQA Guidelines provides that an EIR must discuss any inconsistencies between the proposed project and applicable general plans. The DMEIR does F6 not f,dequately asses the inconsistency of the Project with General Plan policies related to the Oasis Road Specific Plan. The very first strategic action identified in the General Plan is to "(c)ontinue community/neighborhood planning efforts that will put in place actions geared to the development and redevelopment of key neighborhoods and districts", including the Oasis Roa([Anterstate 5 growth area. General Plan, Introduction p. 6. 71e General Plan identifies the Oasis Road focus Area as an area planned for future neighborhood and regional commercial facilities,but for which "[closts associated with providing the necessary infrastructure and public F7 road; severely hamper the ability of the area to urbanize ... ." General Plan, Community Development and Design Element,p. 52. The General Plan raises the additional concern that the - opporturfity to provide a variety of residential products and-densities in close proximity to employment centers and services may be foreclosed if development occurs under the existing low-density residential designations in the area. Id. The General Plan therefore discourages further development in the area until the City prepares and adopts a Specific Plan for the area. Id. "Che processing of the Project in advance of the Specific Plan directly contravenes the well- thought policies of the General Plan and threatens to undermine the objectives of the Specific Pian. While Thomason understood the City's incentives to advance the COSTCO project ahead of the Specific Plan in light of the current fiscal crisis facing local government and F8 the substantial sales tax revenue that that project would have entailed,with COSTCO gone, there is no longer any legitimate basis for rushing ahead with this purely speculative proposal. Doing so ci eates a real potential that the goals of the General Plan proposed to be achieve through the Specific Plan will be stymied. For example: • The General Plan is replete with policies regarding the need for sensible infrastructure plartning, including: requiring that all new development construct or provide a fair-share contribution toward the construction of any off-site improvements necessary to offset project impacts and/or support the project(Policy PFIB);requiring that provision of infrastructure be coordinated between adjacent developments to reduce design; F9 construction and maintenance costs(Policy PFID); and requiring that infrastructure be designed and constructed to meet ultimate capacity needs so as to avoid the need for costly retrofitting(Policy PFI E). Consistent with these policies,the Project must be required to construct all necessary off-site improvements,must be coordinated with other anticipated development in the Specific Plan area to reduce design,construction and maintenance costs, and must be required to provide infrastructure to meet ultimate capacity needs of the entire Specific Plan area, in order to avoid the need for costly F-4 MrA im Wildauer Development Services Department June 15, 2004 Page 5 F9 retrofitting. The DME1R,however, does not adequately analyze the Project in the (Cont) context of other anticipated Specific Plan development nor identify the ultimate capacity needs of the Specific Plan Area and the Project's contribution to those needs • One emphasis of the Specific Plan is to determine infrastructure needs and costs as the basis for establishment of a comprehensive funding strategy for constructing public improvements. In addition;a"fair share"assignment of the costs of infrastructure improvements,based on benefit to individual properties, must be included in the Facilities financing of section of the Specific Plan. If this objective is to be met, the Project must F10 conditioned to participate in a fair share assignment of the costs of infrastructure improvements for the entire Specific Plan area. Absent such a requirement, the Project will contravene the objectives of the General Plan by increasing the infrastructure costs for the Specific Plan area(because the Project will have used up available infrastructure capacity) and decreasing the area of which such costs can be spread. Yet, as noted above, the DME1R fails to identify the ultimate capacity needs of the Specific Plan Area and the Project's contribution to those needs. • General Plan Policy CDDI I states, "Require preparation and approval of specific plans for ... the Oasis Road Area" in accordance with Appendix A. Appendix A sets forth the minimum requirements for the Specific Plan,including: land use location and density; land use compatibility; establishment of mixed use areas; circulation;parcel-assembly, utility systems; parks,schools and other public facilities;pedestrian linkages; design F11 guidelines;phasing;provisions for minimizing conflicts with agricultural uses; and implementation measures,including infrastructure finance: General Plan, Community Development and Design Element, Appendix A, p. 56. If the Project is allowed to proceed in advance of the Specific Plan, it could obstruct the achievement of the comprehensive planning contemplated by the General Plan for the Oasis Road Area, The DMEIR does not address this conflict. Although the Specific Plan has not yet been adopted, as noted above, the existing General Plan contains a series of policies related to the Specific Plan Area. By proceeding:in advance of the Specific Plan, the Project has the potential to contravene a significant number of F12 these policies. The DMEIR must identify these General Plan conflicts and evaluate the impacts that could result from allowing the Project to proceed notwithstanding these conflicts. In addition, the DMEIR.must evaluate the Project in the context of other anticipated Specific Plan development and identify the ultimate capacity needs of the Specific Plan Area and the Project's contribution to those needs. 4. Impermissible Piecemealing ' A"project" under CEQA is "the whole of the action". CEQA Guideliens§15378. F13 Single large projects may not be split into small pieces in order to avoid environmental review of F-5 Mr. Tim Wild auer Devc lopment Services Department - June 15, 2004 Page 6 the entire project. Orinda Assn v. Board of Supervisors (1986) 182 CA3d 1145. The Project is F13 clear ly a.part,of the Specific Plan action currently underway in the City. As such,processing the (Cont) DMEIR in advance of the Specific Plan constitutes impermissible`piecemealing". The envii,onmental review for the Project should be carefully coordinated with the CEQA analysis for the Specific Plan—the Project review coming after the Specific Plan review—in order to avoid inconsistent assumpti'Ons and conclusions. .S. Inadequate Traffic Analysis The traffic analysis in the DMEIR is inadequate in numerous respects identified in both N01P comments that were not adequately addressed and in Diaz Associates' corrnnents. Two particularly egregious inadequacies are discussed below. First, the DMEIR fails to identify the potentially significant and-unavoidable imp�lCts of the proposed abandonment of Twin View Boulevard. The discussion of Impact 4-7 of the DMEIR states that the proposed abandonment of Twin View Boulevard would conflict with (i) the Circulation Plan of the Transportation,Element of-'the General Plan; (ii)Public Services and F acilities Element Policy PF 1 D, which requires the provision of suects and other infrastructure in a coordinated manner between adjacent developments; and(iii) Section - 16.1.3.030 of the Redding Municipal Code,which requires the dedication of rights of way for F14 General Plan streets. As mitigation, the DMEM suggests in the alternative that the Project could consrruct and dedicate the public street or the City corild amend the General Plan. While amen Lding the General Plan might eliminate the inconsistency, it would do nothing to eliminate the Physical impacts that the General Plan policies are designed to prevent—e.g., inadequate circulation and access, conflicts between adjacent developments, etc. If the City chose to amend the General Plan rather than requiring the street dedication as suggested in the DMEIR, these physical impacts would remain significant and unavoidable,requiring recirculation of the DM1iIR and adoption of a statement of overriding considerations. In an attempt to address these r issues, the DMEIR suggests that Churn Creek Road could be extended to provide alternative acre:>s, but then fails to assess the impact of providing this improvement. Second, the DMEIR fails to include adequate analysis of the improvement Oasis Roa(Anterstate 5 interchange,notwithstanding the admission J the DMEIR that"[b]efore % completion of Phase Il,the Oasis Road/Interstate 5 interchange would need to be widened as mitigation to accommodate the traffic that would be created by completion of-both phases of the project,as well as by other development anticipated in the vicinity." Because widening of the F15 Oasi3 Road/Interstate 5 Interchange is required as mitigation for the Project(see Mitigation Mea-wre, 5-7), the DMEIR must contain an analysis of the impacts of this improvement. Instead, the DMEIR simply assumes that the applicant would be able to negotiate acceptable relocation and might of way acquisition agreements with affected property owners (See Mitigation Measure 5-8), and does not even-discuss the short and long-term traffic impacts associated with the construction and operation of the improvement. (The DMEIR cannot rely upon the General PIan F-6 Mr.Jim Wildauer Development Services Department June 15, 2004 Page 7 EIR to provide this analysis,because as noted above die Project's EIR ►r Redevelopmentp Y > •� F15 inconsistency with the General Plan precludes the use of tiering. This is particularly true because Cont) the inconsistency involves a conflict with the Transportation Element (including the proposed abandonment of Twin View Boulevard)that is not considered in the General Plan EIR or Redevelopment Plan EIR.) Moreover,the widening of the Oasis Road overpass at I-5 required ( as par of Mitigation Measure 5-7 may not be feasible because it will require the approval of Caltrans,and if it does not receive approval,the impact will be significant and unavoidable, thus requiring recirculation of the DMEIR. As part of the analysis of the improvement of the Oasis Road/Interstate 5 Interchwtge, the DM IR also must assess the environmentally superior altenLative of relocating the interchange to the north. Because the DMEIR fails to include adequate analysis of the improvement Oasis Road/Interstate 5 interchange required.as mitigation tfor the Project,the DMEIR is inadequate.and must be revised and recirculated. As noted above,the DMEIR.contains a confusing maze of alternative traffic mitigation measures that renders it impossible to understand what the circulation system needed to serve the proposed Project is, let alone the impacts of providing it. If these alternative F16 mitigation measures are retained in the DMEIR, then the DMEIR needs to provide traffic analysis for all permutations of possible combinations of alternative mitigation measures. For example, the traffic analysis needs to include scenarios with and without Twin Peaks Drive, the Churn Creek Road extension and the improvements to the Oasis Road/1-5 interchange_ Absent this analysis,the DMEIR fails to provide adequate anaiysis of the impacts of the proposed traffic mitis;ation measures. 6. Inadequate Analysis of Public Services/Utilities Impacts If the Project is allowed to proceed in advance of the Specific Plan, it must be conditioned to participate in a fair share assignment of the costs of public services and infrastructure improvements for the entire Specific Plan area. Absent"fair share"project approval conditions,the Project will contravene the objectives of the General Plan and the Specific Plan by increasing the infrastructure costs for the Specific Plan, and decreasing the area F17 of which such costs can be spread. The DMEIR ignores this principle. For example, the DMEIR proposes that Bella Vista Water District provide water service, however, the Specific Plan will call for the improvement of the Buckeye System, and the Project should be conditioned to participate in that improvement. Further,the cumulative impacts discussion fpr Public Services omit-i detailed discussion of cumulative impacts because of its reliance on tiering off of the Gen(:ral Plan MR, which is inappropriate as noted above. 7. Inadequate Discussion of Cumulative Air Quality and Hydrology Impacts The DMEIR (Page 2-3) claims that because the cumulative effect for air quality has already been adequately addressed in the General Plan EIR, the effect is not treated as F18 significant for purposes of subsequent detailed analysis of a project covered under that EIR and the effect need not be discussed in detail (and only a Statement of Overriding Considerations F-7 Mr. Jim Wildauer Development Services Department June 15, 2004 Page8 would be required). This statement could be considered true if the Project were consistent with F18 the General Plan, and the level of development fully explored. IIowever, the CEQA Guidelines (Cont) provide that if a cumulative impact was adequately addressed in a general plan EIR and the project is consistent with the plan, then further cumulative impact analysis should not be required. 4 Cal Code Regs §15130(e). Dere, as the Project is inconsistent with the General Plan (in that the Project proposes a higher FAR than the one addressed in the General Plan EIR and a different circulation configuration that addressed in the General Plan EIR.), the air quality cumulative impacts must be discussed in detail. In the cumulative impacts analysis of the hydrology sedtion (page 10-22), the DMI'IR summarily concludes that"the proposed project would not contribute to peak stonliwater flows in Salt Creek or Churn Creek, and therefore would not contribute to F19 cumulative flooding or stormwater impacts." The DMEIR further provides that"the project would not combine or interact with other development projects to compound or increase hydr-3logy impacts." A mere conclusory stateinent is not a sufficient cumulative impacts -- analysis. Whitman v. Board of Supervisors(1979) 88 CAU 397. At a minimum, the DMEIR must identify as mitigation a fair share contribution to the cumulative drainage improvements that will be required to serve the Specific Plan Area. For these reasons set fortli above,as well as in the NOP letter and Diaz Associates' comments, the DMEIR.as it currently stands is inadequate. in order to comply with r CEQA and the City's General Plan, the Project should be addressed in-project-specific EIR that follows the City's approval of the Specific Plan. Ifthe City chooses to process the Project in advance of the Specific Plan, then at a minimum, the DMEIR must be revised and recirculated to remedy the foregoing inadequacies. Thank you for your consideration of this important matter. T J r" very truly yours, Cox,Castle 8c Nicholson LLP M o N. radish F-8 Mr. Jim Wildauer Development Services Departanent June 15, 2004 Page 9 Cc: Mr. Jon C. Thomason Mr. Effinard F. Diaz 4]447119]963 F-9 January 7,2003 Mr.J im Wildauer,Associate Planner City of Redding Planning Division 777 C:ypress Avenue Redding,CA 96001-2718 SUBJE CT: Notice of Preparation Comments ELR 2-02—COSTCO/Redding Oasis Center Phase 1(UP-23-02) and Phase 2(Conceptual Plan) ' Dear Jim: On behalf of Thomason Development, Inc., associated companies, and individuals (Thomason), please accept this correspondence in response to the Notice of Preparation for the above referenced project proposed by COSTCO Wholes.-Lice Corpor►tion and Levenson Development (Developer). As you are aware, Thomason has various land holdings in The immediate vicinity of the proposed project and will be impacted 4-ecs ly and indirectly by the proposed project. Whereas, we are not opposed to the proposed project and AM supportive of the development of the Levenson property,Thomason seeks assurances that the integrity of thr current Specific PLan/EIR process and resultant document is not compromised and that potential direct and.impacts to Thomason lands and the area are addressed and mitigated. Our L_omments are based on information provided by the Gry to date which includes; correspondence and documents dating back to the August 7,2002 application, the December 6, 2002 Inirial Study, December 9, 2002 Notice of Preparation, and attendance at the December 18, 2002 Agency Scoping Session. To the extent possible,we will avoid repeating any comments that have already been provided by other agencies and the (;try through the Initial Study and at the scoping session. ldowever; we may need to re-emphasize comments made by others to stress the severity of concern.. 'RQJT CT DE SCiliPTION AND PHASING Base( on the Project Description provided in the NOP, the EIR being prepared by the Developer would y have been'at a"project level" detail. However, after aaendnace at the December 18,2002 Scoping Session, Phnsc:1 is to be addressed at a"project level"detail.and Phase 2 will be addressed.ata"program level." -- Phase: l is divided into sub-phases lA and 1B. Sub-phase 1A consists of the COSTGO project comprised of a 150,000-square foot warehouse store, a 5,200 square foot tire center, and a four-island fueling station on a portio)n of the approxiutate 34-acres north of Oasis Roads to be located on Levenson controlled Lands. Phnsc 2 consists of an 850,000-square foot regional commercial development to be located on approximately 60-acnes of Levenson owned lads. Review of documents identifies this development to be the regional mall that 1 tas been proposed since the early 1980's. Levenson Development has repeatedly stated that this project F-10 Mn J im Wildauer Janus ry 7,2003 Page ? appIntion was on The consultanes desk and ready to be filed If this is the case,then the specifics of Phase 2 should be provided to avoid any perception.of"piecemealing." Based on the traffic modeling to be undertaken,the Developers timing for development of Phases 1A and 1B is projected to be immediate,within the next year. Given a realistic timeline for completion and approval of thy:Specific Plan and EIR to be in the summer of 2003 and the preparation and approval of the use permit and I;IR for the proposed project to be either concurrent with the Specific Plan or immediately thereafter, 2003 could have been a realistic year for development of Phase 1A to have begun. However, obtaining the aces sary water agreements with Bella Vista,which requires U.S. Bun.-au of Reclamation approval,and more importantly obtaining a U.S.Army Corps of Engineers Individual Pen-nit,which requires the preparation of a Sectifin 404(6)(1) Alternatives Analyses, could result in construction of the Phase 1A project beguuiing in possibly 2004 or 2005. Yet, the traffic modeling anticipates full development of both Phases 1 and 2 to be completed by 2005. The T IR needs to address how full development of the project north of Oasis Road can be immediately accomplished (before 2005) and how full development south of Oasis Road can be completed by 2005 wincout engaging in speculation. The proposed phasing and the timing of development need to be realistically evaluated in order to have a stable: project description. This in tura provides pragmatic timelines to determine when on and off-site infm.tructure must be designed,under construction,constnicted,and operational. 2. _:PECTIC PLAN INTEGRITY Whe)leas,Thomason is just as concerned as other property owners within the Oasis Read Specific Plan (Plan) boundaries regarding the tirne that has elapsed since the Plan effort began, Thomason is still commined to the development of all.properties within.the Plan area boundaries to be accomplished under-the.guidance of the Flan. Design,infrastructure, and financing measures that am part of the Plan must be adhered to by all ensu,ng development. An opportunity presents itself so that the poor planning exhibited within the Dana Drive:irea is not repeated. In that the requirement to prepare the Plan is=integral component of the Gly of Redding General Plan,its imph•mentation will also be an extension of General Plan policy. Therefore, certification of the EIR and consideration of the use permit for Phase IA and Phase 1B approval cannot occur until after the Plan.EIR is cercil led and the Plan is adopted It should be recognized that the proposed project cannot be advanced until the Plan is adopted and that all components of the proposed project must be consistent with the Specific Plan and therefore must be addressed in the EIR at the draft and final stages,if there are differences between the Two. No Specific Plan measures can be finali=d.until the Cary Council adopts the Plan. 3. TRAFFIC ANIS C'.IRCULATIM As previously noted, the proposed phasing and the tinning of development for Phases I and 2, including sub-phases need to be realistically addressed and established. Once established, traffic modeling would then be adjusted. to address the phasing timelines. Based on preliminary evaluations, knowledge of the market,and experience in commercial development, traffic modeling 'scenarios could be as follows: F-11 Mr.Jim Wddauer January 7,2003 Page .5 • Existing Conditions (no project) based on existing recent traffic counts • LC plus Sub-phase lA—(CCSTCO) 0 EC plus Sub-phase lA plus 170K commercial square feet west of.1-5 • 2005 plus Phase 1B • 2005 plus Phase 1B plus lands north of Phase 1 and 170K west of 1-5 • 2010 Cumulative(no project)Existing General Plan • 2010 plus Phase 2 • 2010 Phase 2 plus 500K commercial square feet within the Specific PLm Area • 2025 Cumulative(no project)Existing General Plan • 2025 Cumulative plus project Existing General Plan (with full build out of the Specific Plan area) 2025 Cumulative plus project plus Property Owners'Land Use Alternative (with fitll build- , out of the Specific Plan area) The EIR must recognize that the Specific Plan will propose infrastrutture that permits development to proceed within the Pian area regardless of whether or not the various phases and sub-phases of the proposed project proceed as modeled. The above traffic modeling scenarios are an attempt to address such possibilities. The EIR should address the fact that other area development will occur due to the inducement provided by the development of Sub-phase 1A,which is CX3STOO. B. Circulation Chum Creek Road—The proposed project site plan identifies Churn Creels Road as"NA2.' (not a part of the project) and notes that the road is the "Future Chum Creek Road", yet Phase 1B proposes direct access to Chaser Greek Road. Phase 2 of the proposed project also abuts Churn Creek Road. The road lies within lands owned by Levenson,which are proposed for development as r1 part of the proposed project. Several months ago,the Cay Council unanimously denied an appeal by a developer who c6irned that even though,his property abutted an existing arterial road, he was not responsible for frontage improvements because his development did not derive benefit from the improvements. Chuan Creek Road, aside from being a General Plan designated Road, directly abuts the proposed project regardless of whether or not access is provided. At minimum, frontage improvements will be required Therefore, the EIR must address the specific alignment of Churn Creek Road and assocL-med direct and indirect impacts. In order to determine the specific onsite alignment,the off-site alignment,and assockited impacts to r both the north and south must be addressed because the traffic model will demonstrate that proposed project related traffic would utilize Churn Creek Road,thereby establishing a nexus. The limits of off-sine road alignment will begin in the south at the intersection of Poppy Hills Drive-and the future C htu-n Creek then northerly where the road crosses Churn Creek and parallels Salt Geek northerly to a point where the road intersects with Twin View Boulevard. The final northerly limits must be determined by traffic evaluations in the EIR Associated impacts include but are not limited to; noise, floodplain encroachment,wetlands, biological, and laud use. Furthermore, the EIR must address the extent,tinting,and funding of the road improvements resulting from direct and indirect proposed project associated impacts. The EIR should consider alternative alignments of Chum Creek Road and associated environmental impacts. F-12 Mr.'j im WAdauer Janua ry 7,2003 Page 4 Twin View Boulevard— The City has addressed issues relating co the termination of Twin View Boulevard ac Oasis Road. The EIR must consider the extension of Twin View Boulevard tis shown on the General Plan. Furthermore, the EIR must address the impacts on the Ciry of Shasta .Lake Circulation Element. The EIR should consider alternative alignments of Twin Yew Boulevard and associated environmental impacts. Thomason concurs with the Cry that the realignment of Twin View Boulevard south of Oasis Road must occur as a component of the development of.Phase 1A and not Phase IB for traffic safety purposes,regardless of intersection LOS. Normally economic and social effects are not considered environmental effects under C EQA. However, the proposed project action of closing o$ Twin View Boulevard could result in adverse economic impacts on existing and future commercial developments both south and north of the proposed project. Section 15382 of the Guidelines states that,"A social or economic change related to a physical change may be considered in determining whether the physical change is significant" Therefore,economic assessment is requimd. Oasis Road and Interstate 5 Interchm= — Impr+ovements to the interchange and resultant impacts must be evaluated. The type, extenr, phasing, and timing of the improvements must be evaluated including temporary closures and detours. Time frames for the improvements need to be identified in addition to costs so that informed decisions can.be made. Over the last year, City and Caltr tis Staff have discussed the closure of the Oasis Road/I-5 Interchange and the construction of a new interchange north of the existing interchange and south of the Pine Grove/I-.5 interchange. This alternative must be evaluated as a reasonable and feasible alternative to the reconstruction of the existing Oasis Road/I-5 interchange. Currently, the weaving pattern between northbound traffic accessing the freeway from the Twin View Boulevard northbound on-ramp and I-5 traffic exiting onto the Oasis Road northbound off- ramp has been identified as being to close for safety purposes. The consuuction of a new inrerchange to the north will increase the weaving distance thereby reducing adverse s afery impacts. SDevelopment of the Plan arra and the areas beyond,primardyto the west and east, will significantly increase automobile and truck traffic that without sufficient we-wing distance could result in a significant public safety hazard. Other benefits to a new interchange include; eluninating construction related impacts and associated impacts on businesses, no acquisition of private developed property thereby reducing acquisition costs, reduced interchange improvement costs, and possibly, improved area circulation pattern since Churn Creek Road could extend directly to and over the new interchange and connect to an easterly and southerly extension of Sbasta Gateway Boulevard from the City of Shasta Lake. The disadvantages to the construction of a new interchange and the closure of the existing interchange include potential economic impacts on existing businesses in close proximity to the existing interchange,acquisition cost of lands for the construction of the new interchange winch will reduce the amount of developable acreage properties to the north currently contain, reduced freeway ' frontage exposure for those lands,and the possible relocation of the proposed OOSTGO to an area further to the north. It should be noted that COSTGD would not lose any visibility from the frvcvray,even if it rern:sim in the current location, F-13 Mr.j im Wilda uer J January 7,2003 Page 'i D. SQLM WASTE 'Me Initial Study identifies that there is adequate capacity until 2017 at the Richard Curry Landfill and themfore impacts from the proposed project would be less than significant. Traffic modeling proposes development beyond 2017 with ultiimw development of the project and Specific Plan area to be in 2025. Project reLmed and cumulative impacts on the landfill must be addressed E. INFR r'►S'CRUC"l'URE The EMIR must address how infrastructure including roads,sewer, water, storm drainage, electrical, gas, and communication improvements will be provided to address project specific needs and how those impnivemenis interface with e'=' ting and proposed area-wide improvements. Furthermore, any envir.�nmental issues associated with the development of off-site infrastructure improvements must be evaluned as part of the EIR The EIR must address how proposed project related improvements would not foreclose development options for other properties within the flan aren. Thomason concurs with City that there be no "throw away" infrastructure improvements, and that any improvements of area-wide development benefit be consrn=ed to accommodate ultimate arra-wide development. Naturally, some form of reimbursement provisions must be advanced so that the proposed project does not bear a disproportionate shade of area-wide infrastructure development costs. This aspect J reinforces why the Specific Plan should be adopted prior to consideration of the proposed project EIR and use permit. (' OTHERE IR RELATED ISSUES The:EIR must be careful to address growth inducing impacts,cumulative impacts,and project altemarives in a comprehensive manner, Furthermore,the EIR should consider and evaluate the development of Phase lA and Pbase 1B, separately and combined, on alremative locations including, but not limited to lands to the north i of the proposed project site,and to the west on Thomason owned and/or controlled lands. We appreciate your consideration of our conunents regarding preparation of the NOP. As you are aware,we will be following the progress of the proposed project through the EIR and Use Permit stages. Once.a stable project description has been developed for rhe project,we would appreciate your providing us a copy. Furthermore,we are continuing the request for documents and correspondence initially asked for on December 12,2002 per the Public Records Act. Furthermore,any components of the Specific flan provided to the Developer and/or EIR consultant are also requested Please do not hesitate to contact us should you have any questions or comments regarding this com,spondence. Cordially, Eihnard F.Diaz,AICP Piinc:ipal , F-14 Mr.Jim.Wddauer January7,2003 Page,> Cc: Thomason Development Brian Crane-Caltrans District 2 Director " Ctrhi Thompson-City of Shasta Lake Development Scrvices Director Jim Cook-Shasta CountyPLznniag Division Manager Bob Dietz-Bella Visr-a Water District Manager Kurt Starm in-Depury City Manager Jim Hamilton,A1C'-Development Services.Director Bill Goodwin,P.E.-City Engineer Gary Otremba,P.E -Land Development Manager Ross Ainsworth,P.E.-OmniMeans,Ltd Joe WeiLind,P.E.-OmniMeans,Ltd. Keith Mullnix,P.E.-OmniMeans,Ltd. !' F-15 Responses to Letter F: Cox, Castle&Nicholson LLP " (This page intentionally left blank) F-16 Redding Oasis Center Final Master EIR Responses to Letter F: Cox, Castle &Nicholson LLP Responses to Letter Fe Cox, Castle & Nicholson LLP F1. Comment noted. Because the project may not be consistent with the General Plan with regard to maximum FAR and abandonment of Twin View Boulevard north of Oasis Road, tiering off the General Plan EIR and the Buckeye Redevelopment Plan EIR should-not be relied upon for determining the impacts of the project. In almost all cases, the impacts of the project are addressed in the MEIR and the MEIR functions as a stand-alone document. The Final EIR will ' remove any reliance on tiering of previous EIRs. ' Page 1-3 of the Draft MSIR, last paragraph (under "Previous CEQA Documentation" heading), is hereby revised to read as follows (insertions underlined, deletions shown in sty-i1etlir-eug ): This EIR makes reference in many locations to fier-s of-e two previous EIRs prepared by the City of Redding: the Final Environmental Impact Report for the Buckeye Redevelopment Plan (Buckeye-Redevelopment Plan EIR) (SCH #97072098) and the City of Redding General Plan Final ' Environmental Impact Report (General Plan EIR) (SCH #1998072103). These Final EIRs both incorporate the associated DEIRs. As provided in Section 15150 of the CEQA Guidelines, an EIR may incorporate by reference all or portions of other publicly available documents. These incorporated EIRs are available for inspection by the public at the City of Redding Planning Division offices at 777 Cypress Avenue. Page 1-4 of the Draft MEIR, second and third paragraphs under "Tiering" heading, is hereby revised to read as follows (insertions underlined, deletions shown in strikethrough): It should be noted that tiering is limited to situations where the project is consistent with the general plan and zoning of the city or county in which the project would be located., Since the project may not be consistent with densi requirements and because of the proposed abandonment of Twin View Boulevard, the project may not be consistent with the General Plan. Therefore the MEIR will not rely on tiering from the General Plan or the Buckeye Redevelopment Plan EIR to address an, off the potential impacts of the project. dose as . if t mit ' CEQA Guidelines,Section 151.52(e). Redding Oasis Center Final Master EIR F-17 Responses to Letter F: Cox, Castle&Nicholson LLP th- Db,aSe TT eA ,801d „1,,,. be ..r.,,44 4444; thio !`,,4;,34...1 . ' ReElevelopm-ent 1-21-1m; EIR is , Guidelines state fufther- , adeEpiately _ad_d_Fe-s;s;ek_4' if the lead agency &�er-niines Oh-at Ohey have been Page 13-9 of the Draft MEIR, last paragraph before Mitigation Measure 13-1 is hereby revised to read as follows (insertions underlined,_ deletions shown in J strikethrough): Plan EIR, i keable to the proposed , and is listed bele%z as; mitigatien fer- t4e proposed project's impacts en fire pr-ater=69+4 services (Mitigation PS _2 _has been r-epkfased to sfeeiiiea!!�, addr-ess tL . Implementation of this the following measure would reduce the impact to a less-than- significant level: Pages 2-3 and 16-3 of the Draft MEIR, the text beginning with the statement "Although the Air Quality chapter" is hereby revised to read as follows (insertions underlined, deletions shown in strikethrough): If the City of Redding decides to approve the project, a Statement of Overriding Considerations must be adopted by the City Council for any 9 F-18 Redding Oasis Center Final Master EIR Responses to Letter F: Cox, Castle&Nicholson LLP ' identified significant and unavoidable impacts, as required by the State CEQA Guidelines, Section 15093(b). b , t ala EIR aets. T-14e CEQA Guidelines state that, wher-e a lead ageney gener-a.1 plan), that effeet fis ;A-A-t- 4-+eated as signifieant for- par-poses E4 1 014e r ed eet) and 4;e effe t ed net 19e- ];� ,.�� a ift. .detail 4 T-14e ' adequately add-essea- and need net be ee;isider-ed signifies—€8r a-A Statement of Overriding Considerations would only be required for the Ay-st-twe air quality impacts identified above, and the Hydrology Impact 10-24, and Utility Systems and Services Impact 14-4. Page 16-3 of the Draft MEIR, after the first bullet point and before the first full ' paragraph, is hereby revised to add the following new text: o The project would be consistent with the Redding General Plan, which forecasted that growth in population and employment under the General Plan would result in significant and ' unavoidable air quality impacts. The proposed project would therefore have a significant cumulative air quality impact on regional air quality. (See the Cumulative Impacts discussion at the ' end of Chapter 6). The following impacts in the Hydrology Chapter (Chapter 10) and Utility ' Systems and Services (Chapter 14) would be significant and unavoidable impacts of the project. ' • The proposed project could increase runoff and offsite flooding potential and affect the City's storm drainage eessystem (see Impact 1011 ' • The proposed project could result in increased stormwater runoff(see Impact 14-4). ' Redding Oasis Center Final Master EIR F-19 Responses to Letter F: Cox, Castle&Nicholson LLP F2. Comment noted. See Response to Comment F3. F3. The MEIR does comply with the Master EIR provisions set forth in CEQA. The ^ Draft MEIR does contain the following required information about the subsequent (i.e., Phase II) project: (1) the type of project, (2) the intensity of the project, (3) the anticipated location, and (4) proposed schedule regarding submittal and approval. Based upon delays in publication of the Draft MEIR, the revised schedule for traffic assumptions is described in Response to Comment F4. Whereas Phase II is considering 2012 background traffic, the applicant intends to have approval for Phase II within five years of the certification of this MEIR, to allow for the streamlining of the later environmental review (CEQA Guidelines §15175(a) and §15179. The DMEIR does indicate the level of analysis provided on page 1-1 of the MEIR. This Master EIR (MEIR) is intended to provide sufficient environmental documentation to allow the Redding Planning Commission to make an informed decision concerning both phases of the proposed project. Page 1-6 of the DMEIR (first complete paragraph) discusses review for both Phase I and Phase 11. This paragraph is hereby revised to read as follows (insertions underlined, deletions shown in st+i"three. ): -d The City of Redding has determined that preparation of a Master EIR for the proposed project is appropriate because it will be developed in phases, and while there is an application pending before the City that includes detailed plans for the initial phases of development (Phases IA and IB), no application has been submitted for the anticipated later phase J (Phase 11), and the plans for the project are still conceptual and subject to change. This MEIR is intended to fully address project-specific environmental effects of Phases IA and IB. Aspects of Phase 11 that can be J analyzed at a project-specific level of detail (e.g., biological resources, cultural resources, noise, air quality, traffic, land use, hydrology, etc.) are analyzed in as much detail as possible. Even though Phase II is conceptual, it is clearly understood that Phase 11 is planned for Regional Commercial uses and the site will be mass graded prior to development. Given this understanding, many areas of the Phase II project are ripe for discussion at this time and there is no reason not to analyze these areas in detail in this MEIR. When an application is submitted for Phase Il, the City will review the proposal to determine if it has been sufficiently evaluated in this MEIR, or if subsequent environmental review is required before any approvals can be issued. F-20 Redding Oasis Center Final Master EIR ' Responsesto Letter F: Cox, Castle&Nicholson LLP The MEIR was prepared using available information, and when that information ' was lacking, additional information was requested from the project applicant. To the degree feasible the Draft MEIR has provided analyses for a project-specific EIR. The nature of a regional commercial center is such that detailed final ' designs can be dependent upon tenants willing to sign long-term leases after the project is approved. The lack of preliminary plans for grading, landscaping, ' pedestrian access, lighting and the location of the public plaza does not impair the integrity of the EIR's analysis of the project's significant environmental ' impacts. This being the case, details related to landscape plans, pedestrian. access, lighting and location of the public plaza are not necessary for the DMEIR. ' The commenter is vague about anything important missing from the discussion of these topics in the Draft EIR. If fact, much is discussed in the EIR related to ' these aspects of the project, as identified below. ' Project grading is described in the Project Description on page 3-32 of the Draft MEIR and grading is considered in Impacts 6-1; 94, 972, 9-3, 10-1, and Mitigation Measures 4-3(e); 6-1(c), 8-1(b), 8-1(c), 9-3(a), 10-1(b), 10-1(c), ' 10-1(d), and 14-7. ' Project landscaping is described in the Project Description on page 3-33 of the Draft MEIR and grading is considered in Impact 10-3 and Mitigation Measures ' 10-2(b), 12-3(c), and 134(b)(1). Pedestrian access is described in the Project Description on pages 3-2, 3-19, 3-20, and 3-33 of the Draft MEIR and pedestrian access issues are considered in Mitigation Measures 5-32, 6-3(d), and 6-3(g). Lighting is described in the Project Description on page 3-33 of the Draft MEIR and lighting mitigations are identified in Mitigation Measures 6-3(a), 11-4, and 134(b)(2). Details of the Chapter 18.40.090 of the Zoning Ordinance, Lighting, are presented in the Draft MEIR starting on page 11-7. Public Plazas are described in the Project Description on pages 3-10 and 3-20, ' consistent with the requirements of Section 18.33.040 of the Zoning Ordinance, as described on page 4-34 of the Draft MEIR. ' Redding Oasis Center Final Master EIR F-21 Responses to Letter F: Cox, Castle&Nicholson LLP With regard to describing Phase Il in detail, it is the intent of the applicant to develop Phase II in the near future, so there is no reason not to analyze the — physical impacts of Phase II to the extent possible. To understand the overall project, the Draft MEIR analyzed as much of the project as possible. Whether a subsequent project is within the scope of the Master EIR is a question of fact to be determined by the lead agency based upon a review of the initial study for a future Phase Il application to determine whether there are additional significant effects or new additional mitigation measures or alternatives required for the subsequent project that are not already discussed in the Master EIR (CEQA Guidelines,Section 15177(c)). F4. There is a simple but compelling reason for why the project was divided into two major phases: as explained on page 1-6 of the Draft MSIR, Levenson Development has submitted an application for Phase I, but not for Phase Il. These circumstances correspond exactly to the type of situation for which a Master EIR is intended, as provided in Article 11.5 of the CEQA Guidelines. ^ Practical considerations were also a determinant in the phasing of the project. Phase I was intended for a level of development that would not require major modification to the I-5/0asis Road overpass. Identification of. Phases IA and IB was intended to further identify the necessary traffic improvements that would J be required for different intensities of development at the project site. With regard to schedule, the applicant would like to develop a regional commercial area as soon as possible. When the application for Phase I was submitted, it was anticipated that construction could begin as early as 2004, but that is now not possible. The applicant agrees that it is unlikely that Phase I would occur before 2006. Caltrans previously requested updated traffic information based upon Phase IB being developed in 2008 and Phase II in 2012. Subsequent to publication of the DMEIR, Caltrans and the City of Redding agreed that horizon years of 2006 and 2012, respectively, would be realistic. Accordingly, the traffic consultant has prepared a revised analysis of the traffic impacts of the project using horizon years of 2006 and 2012 for Phases I and Il, respectively. The results of this analysis are summarized in Appendix 1 of this Final MEIR. F-22 Redding Oasis Center Final Master EIR Responses to Letter F: Cox, Castle&Nicholson LLP ' F5. The use of a Master EIR for thisPjroect is consistent with the conditions and ' requirements for a Master EIR set forth in the CEQA Guidelines. Certain revisions to the DMEIR are identified in this Responses to Comments document (Final MEIR) in response to valid points raised in comments submitted on the DMEIR. ' It is the City's position that no other revisions are warranted for the document to fully comply with the requirements of CEQA.. ' F6. The project is not inconsistent with the General Plan policies related to the Oasis P 1 Road Specific Plan. While the General Plan contains a general statement (page 55 of the General Plan) that explicitly discourages further subdivision of parcels in the area, the General Plan does not prohibit development. Also see Response to Comment F7. The comment letter does not cite any physical impacts to the environmental that would result from the project's alleged inconsistency with the General Plan ' policies related to the Oasis Road Specific Plan. Even though not required by CEQA, the Draft MEIR contains an analysis of the project's consistency with the Draft Oasis Road Specific Plan on pages 4-28 and 4-29. F7. Community/neighborhood planning is continuing through the Oasis Road iSpecific Plan. The project site is designated as Regional Commercial under the General Plan. The reference pages in the comment letter are incorrect. The proper reference should be to page 55 of the General Plan, Community Development: and Design ' Element. On page 55 the General Plan explicitly "discourages further subdivision of parcels in the area ... until such time as a development plan is approved for the area." (General Plan, Community Development and Design Element, page 55). There is no language that discourages or prohibits further development in the area until the City prepares and adopts a Specific Plan for the area. Redding Oasis Center Final Master EIR F-23 Responses to Letter F: Cox, Castle&Nicholson LLP The property is designated as Regional Commercial in the General Plan and that is the proposed use for this project. The Specific Plan must be consistent with the General Plan and will not be able to change this land use designation. F8. As indicated on page 3-1 of the Draft MSIR, Levenson Development is proposing the Redding Oasis Center project. The City, as Lead Agency, is processing this EIR, as required by law. F9. This EIR analyzes a site-specific project presented by Levenson. The Oasis Road Specific Plan and associated EIR are the more appropriate places for discussions and analysis of the type described in the comment. Since development of the Specific Plan is still underway (and has been for a number of years), this project is unable to rely on infrastructure decisions that have not been made or approved. F10. The establishment of a comprehensive funding strategy for constructing public improvements is beyond the scope of this EIR. In many cases, the EIR identifies "fair-share" costs for Levenson Development, as a result of specific mitigations - identified in the Draft MSIR. Fair-share costs are identified for the applicant for Mitigation Measure 5-22 (intersection improvements at Oasis Road and Akrich Street, Mitigation Measure 5-23 (intersection improvements -at Pine Grove Avenue & I-5 Southbound Ramps), Mitigation Measure 5-24 (intersection improvements, including signalization, at Pine Grove Avenue & I-5 northbound ramps), Mitigation Measure 5-25 (intersection improvement, including signalization, at Constitution Way and 1-5), Mitigation Measure 5-26 (intersection improvement at Constitution Way and Twin View Boulevard), Mitigation Measure 5-27 (intersection improvements, including signalization, at Hawley Road. & Highway 299 westbound ramps), Mitigation Measure 5-28 (intersection improvements, including signalization, at Hawley Road &Highway 299 eastbound ramps), Mitigation Measure 5-29 (intersection improvements, including signalization, at Churn Creek Road and Southern Driveway), Mitigation Measure 5-30 (weaving section of northbound I-5 shall be widened between Highway 273 and Oasis Road by one lane and a two-lane off-ramp), Mitigation Measure 5-31 (weaving section of southbound I-5 shall be widened between. Oasis Road and Highway 273 by one lane and a two-lane off-ramp), -- F-24 Redding Oasis Center Final Master EIR ^ Responses to Letter F: Cox Castle&Nicholson LLP Mitigation Measure 5-32 (provide bicycle facilities or pay in-lieu fees), and Mitigation Measure 1.3-1 (fire-fighting training, equipment or capital improvements to adequately serve the development). The Draft Master EIR identifies the following policies that address fair share contributions for development: General Plan Policies CDD2A (page 4-12), T317 (pages 4-16 and 5-16), TSG (pages 4-17 and 5-17), PF1B (pages 4-26 and 1.3-6). Policy T317 is a broad-based policy that calls for assessing fees on new development. Exceptions may be made in some circumstances, including development that provides primary-wage-earner employment. ' Drainage is also covered on a fair-share basis, as noted on page 10-4 of the Draft MSIR: The primary mechanism identified by the City for implementation of drainage facilities is project-specific drainage improvement requirements ' for all new development, including stormwater retention and off-site improvements where warranted. In addition, a citywide Storm Drain Fee for new commercial development and a fair-share Storm Drain Utility Tax, established in 1993, which assesses each existing parcel of land in the city in proportion to its area of impervious surface, provide funding for ongoing maintenance of the City's storm drain infrastructure. Fair-share contributions are also identified on page 9-16 (cultural resources) and page 14-22 (Utility Systems and Services Chapter) as necessary to mitigate cumulative impacts. ' The Mitigation Monitoring Program (Chapter 18) identified fair-share contributions for Mitigation Measures 5-22, 5-23, 5-24, 5-25, 5-26, 5-27, 5-28, 5-29,5-30, 5-31, 5-32 and 13-1. ' F11. Policy CDD1I is a policy that must be implemented by the City of Redding, not the project applicant. The City has been in the process of preparing a specific plan for'the Oasis Road area for a number of years. The project applicant is not obligated to wait until that process is complete before submitting a development application to the City. It will be up to the decision makers to determine whether ' or not to approve the proposed project in advance of completion of a specific ' Redding Oasis Center Final Master EIR F-25 Responses to Letter F: Cox, Castle&Nicholson LLP plan. However, it is beyond the scope of this site-specific and project-specific EIR to address the land use and infrastructure of the entire specific plan area. It should be noted that all general and comprehensive planning undertaken by the City (i.e., the General Plan, the Buckeye Redevelopment Plan, and the current Oasis Road Specific Plan process) has identified the proposed project site for regional commercial development. In this regard, the proposed project is consistent with all of the adopted and draft plans that include the project site. Implementation of the proposed project would not obstruct the achievement of the comprehensive planning currently underway. A discussion of the draft Specific Plan is included in the DMEIR on pages 4-28 through 4-29. F12. Other than Policy CDD1I referenced in the previous comment, the commenter has not identified any specific General Plan policies with which the proposed project would conflict. The General Plan was carefully reviewed during the preparation of the DMEIR to identify policies relevant to the proposed project. Over 200 relevant General Plan policies are identified on pages 4-12 through 4-28 and elsewhere in the DMEIR, and the verbatim text of these policies is included. Where conflicts were identified, impacts associated with those conflicts were identified (e.g., Impacts 4-2, 4-3, 4-5, 4-6, 5-32, 10-2, 10-4, and 13-4), with mitigation recommended. As discussed in Response to Comment F11, the proposed project would not conflict with Policy CDD1I; see that response for additional information. The DMEIR has in fact evaluated future impacts of the project in the context of future development in the area, as identified in the City's adopted planning documents. Traffic impact analysis was also based on growth assumed in the Shasta County Travel Demand Forecasting Model. Although CEQA does not require an EIR to address planning documents that have not been adopted, the DMEIR provided a discussion of the draft Specific Plan. F13. Contrary to the assertions, the Redding Oasis Center project is not part of the Specific Plan project. While the project site is in the study area of the proposed Specific Plan, the two projects are separate and distinct. Thus, there is no impermissible piecemealing. Both phases of the Redding Oasis Center project are discussed and analyzed in the Draft MEIR. Further, to the extent feasible, the F-26 Redding Oasis Center Final Master EIR LResponses to Letter F: Cox, Castle &Nicholson LLP environmental review of. the Redding Oasis Center project is being coordinated with the environmental review of the Specific Plan. F14. The traffic analysis performed for the project demonstrated that replacement of Twin View Boulevard with a private driveway across the Phase I site would not result in unacceptable operation levels of service at any of the study intersections. Impact 4-7 was identified not as a result of physical impacts but solely due to the conflict with the General Plan. Implementation of Mitigation Measures 4-7(a) or 4-7(b) would in fact eliminate the impact associated with the General Plan conflict. The impact would therefore not be significant and ' unavoidable, as asserted, and there would be no reason to recirculate-the-DMEIR. The traffic analysis also examined future conditions with the extension of Churn Creek Road north of Oasis Road, connecting with Twin View Boulevard north of the Phase I site. See also Response to Comment G6 that addresses biological impacts that could occur from the extension of Churn Creek Road to the north. Thus, the impacts of providing the improvement (including other types of impacts, such as on the creek and on cultural resources) are evaluated in the r MEIR. F15. An analysis of the potential impacts of implementing Mitigation Measure 5-7 was in fact performed during the course of the environmental review, and is the reason that Impact 5-8 was identified in the DMEIR. Impact 5-8 was explicitly identified as a secondary impact of the mitigation requiring improvements at the freeway interchange. The DMEIR does not "simply assume" that the applicant will be able to negotiate right-of-way acquisition agreements. Consistent with the requirements of CEQA, the DMEIR has described an impact that would occur with project implementation and has identified appropriate mitigation to reduce the impact to a less-than-significant level. As is the case with all mitigation for significant impacts, implementation of this mitigation would be required as a condition of project approval. In this regard, implementation of every mitigation measure identified in the document is assumed. A detailed parcel-by-parcel matrix has been added to the MEIR to address potential secondary impacts of a proposed Phase II interchange expansion (see Redding Oasis Center Final Master EIR F-27 Responses to Letter F: Cox, Castle&Nicholson LLP Response to Comment CT-5 in Chapter 5 of this Responses to Comments Document. - The traffic analysis presented in the DMEIR represents a stand-alone analysis that does. not rely on analysis presented in the General Plan or Redevelopment Plan EIRs. Implementation of Mitigation Measure 5-7 would be required as a condition of Phase II project approval. It is feasible mitigation and Impact 5-7 would not be significant and unavoidable as defined by CEQA. F16. It is acknowledged that the traffic analysis can be confusing. Every effort was made to render it as understandable as possible, while providing a ^ comprehensive analysis of the project. The project description clearly defines the different phases of the project, and the impact analysis in each of the topical chapters presents, as applicable, the impacts as they would occur by project. phase. Similarly, ,the summary table in Chapter 2 includes a column that indicates all of the applicable project phases for each impact. In this regard, there ^ is a logical organization to the document that has been consistently maintained throughout, to maximize the readability of what is admittedly a complex document on a complex project. With respect to alternative traffic mitigation measures, in some cases there is more than one way to mitigate an identified impact. To provide the applicant r-, with some flexibility in meeting what is cumulatively a heavy burden of project mitigation, alternative options for reducing an impact to a less-than-significant level have been identified for some impacts. These alternative options apply only to the numbered impact that corresponds to the numbered mitigation, and should not be overly confusing. In all cases with multiple mitigation options, it is clearly noted (in capital letters) when the options are either/or choices. When they,are simply listed consecutively (i.e., a, b, c, etc.), implementation of ALL of the listed measures is required; they are simply broken into separate elements to render them more readable. With respect to analyzing all permutations of mitigation measures, the DMEIR analysis did evaluate potential secondary impacts from implementation of mitigation measures. With the exception of Impact 5-8, which addresses impacts F-28 Redding Oasis Center Final Master EIR Responses to Letter F: Cox, Castle&Nicholson LLP that would result from implementation of the Oasis Road/I-5 interchange improvements required by Mitigation Measure 5-7, no such impacts were identified. Response to Comment G6 identifies biological effects of extending Churn Creek Road and mitigation measures in the MEIR that would apply to the biological effects. CEQA does not require an EIR to perform analyses that are not related to the potential effects of a proposed project. Accordingly, an analysis of the project with and without Twin View Boulevard north .of Oasis was not performed because the project entails. abandonment of the existing alignment and construction of a private driveway across the Phase I site. The traffic analysis demonstrated that no significant traffic impacts would occur from this proposed change. Therefore, no additional analysis of other Twin View Boulevard permutations was required under CEQA. A revised traffic analysis completed since publication of the DMEIR has added, the analysis of the extension of Churn Creek Road north of Oasis Road, connecting with Twin View Boulevard. F17. The City of Redding has not adopted an ordinance prohibiting development within the Oasis Road Specific Plan area until that document has been completed and adopted. CEQA does not require a project to demonstrate consistency with non-existent planning documents or planning documents that have not been officially adopted. The DMEIR correctly identifies impacts associated with the provision of public services and utilities and requires implementation of measures that would reduce the impacts to less-than-significant levels. This approach is consistent with the requirements of CEQA. Also note that some of the mitigation measures, such as Mitigation Measures 13-1 and 14-6, do require fair-share funding by the applicant. F18. Cumulative air .quality effects beyond those identified in .the Redding General Plan have been quantified using the URBEMIS-2002 computer program to calculate daily emissions from vehicle trips. The table below shows emissions ' from the proposed project compared to those that would occur if. the Phase II FAR (Floor Area Ratio) were 0.25 or 0.30. An FAR of .25 is the average.FAR used for commercial land use forecasts in the General Plan. An FAR of 0.30 is the Maximum FAR for Regional Commercial designation. The difference is shown Redding 0asis Center Final Master EIR F-29 Responses to Letter F: Cox, Castle&Nicholson LLP for each option. Also shown is the latest emissions inventory for Shasta County. The incremental increase in emissions over the FAR 0.25 scenario would range from 0.08 to 0.18 percent of the current regional emissions inventory, depending on the pollutant. f7 d tttE 3$S,A h L 3 S fF@ fdv'3 S 5; Q3 4� '.0 ''3jtl W£ Taxa£@, € s £ �x3 aaQ�a fia 4 yt€aan n am7�a7 x ¢ r a�a , I? 10� r a a x•:y£. �. �.r;, �a �a£a�� £€�a..N' �t i� N+� # € f .aaf s t'�Ha i€ a� ,�'a K,€'r Z§3 �R � „r .g E.a>r .,awa torr �a,�£. �. ?.. � 7 raa, �• rR�; <.v. l.a;are„ Ca'aa yt 'x£a. #;spa 3 x x kxf ,,& ,<s;,C:zti i Taa �i r£&paagC 3 t �. P is jIM "€a pf3.xf £ tai£d£i.c£'q i ?s.ra�':# 1..e'.okat Y } a.§ s C s.£ 2?Q ,. �rnzs..„ f•a; .�>.arf ._ .." ,.8 as . a? `3<�.=x. Co Proposed Project 520.0 524.6 265.1 Project Buildout with 0.25 403.4 409.5 208.4 FAR for Phase Il (Difference) 116.6 115.1 56.7 Project Buildout with 0.30 456.3 461.8 233.6 FAR for Phase II (Difference) 63.7 62.8 31.5 2003 Shasta County Total 53,540 61,540 67,980 Source: Donald Ballanti,Certified Consulting Meteorologist The DMEIR concluded that the project would have a significant cumulative air quality impact, and included air quality mitigation measures to reduce the impact. The DMEIR concluded that cumulative air quality impacts could not be reduced to a level of insignificance. F19. The referenced statement is based on considerable hydrological modeling conducted for the project. The hydrologic analysis modeled the downstream flows at several locations, with and without the project, for 10-year, 25-year, and 100-year storm events (DMEIR page 10-14). The results found that while the volume of discharge from the sites would increase with implementation of the project, increases in peak storm flows in Salt Creek would be minimal, raising the average depth of Salt Creek above the bottom of the channel from 7.5 feet to approximately 7.6 feet during peak storm flows (see page 10-17 of the DMEIR). J Peak flows in Churn Creek below the confluence with Salt Creek would actually decrease, representing a beneficial effect of the project (DMEIR page 10-16). Thus, the project does not have negative effects upon drainage that would be cumulatively considerable. F-30 Redding Oasis Center Final Master EIR LETTER G D. a 2 A.s s .o e i_...a_.t_.e S Land Use.and Environments[ Planning 7 )Luce 15,2004 1 Mr. Jim Wildatter, Associate Planner City of Redding Planning Division 777 Cypress Avenue ' Redding, CA 96001-2718 SUBJECT: REDDIING OASIS CENTER DRAFT MASTER EIR St:H #2002122045 Dear Mr, Wildauer: V On behalf of Thomason Development., .lac., associated (.c:,rrtpariies, andinctividu,ils (Thomason), please accept this letter and the attached comments to the. Redding;Oasis Center Draft T4'Iaster FFR (DV1 .T-;IR). 'This letter directly addresses comments raised in vur )auc.rary 7, 2003 letter in response to thc. Notice of I Preparation and serves as a transmittal for the attached cornnrents on the DME.I.R. ,JANUARY 7, 2003 COMMENT I.,ETTER 1. The original NOP mfecenced F�JR-'2-02' fvc the COSTC O/Re:ddin rb Oasis Center Pl • -�''- lase l 02), and Phase 2 (Conceptual P1a1)), however, the DiVIEIR generally makes ne:, reEcrenec to ti-le G1 specific use permit ;.(pplicatian. \ �}rys' 2. Based on the Project Dcrcripticm provicicd in the MOT?, the ETR being; prepared by the project Proponent: was to have been at a "Prolert level" detail. l-lowt,ver, after, atventlancc at ncc December 18,2002 Scoping Session, Phase E was to be addressed at a "project level" detail and Phase 2 -vas to G2 be addressed at a "progran) level." Now the project is at. a Masser Plan ETR level, other than Costcir withdrawing and "Boxco" being the representative Phase JA Project, why the ltiistster EIR format? 3. We corrlrnenl'Cd that "".t'he EIR needs to address how full development of the project.north of Oasis ' Road .can be.. irnrnedialcly accornplishcrl (before 2005) and how full. development south of Oasis Road can he completed by 2005 without engaging in spectilatton, The proposed phasing and the G3 timing of development need to be realistically evaluated in older to have a stable projer..t description. Thais in turn provides pragmatic timeliness to derertnine when on and off-site infrastructure must be design:d, under construction, constructed, anti operational." This comment, in the NOP was Ignored yet Proven t.o bc.True. This issue still needs to be addressed. 4. We conuncntcd on the importance of, maintaining the integrity of the specit.c: plan currently underway, however, the Div ETR docs not even make an effort to conccpttaally supporr tl'tc G4 imple.nlentation of design, infrastructu.rc, arca financing;tnc:asures that are to be a paxt of the specific plan. ['o do otherwise, c(ruld lead t,r 111dertni1)u-19 the integrity of the eventual specific pian and could result in -.he poor planning exhibited within tFrc Dana Drive arca. ' 4277 Pasatiempo CA. Redding, CA 96002 (530) 224-0611 G-1 Mr.Jim Wildauer June 15,2004 Page 2 5. Under the traffic and circulation commentsto the NOP, we noted that the DEIR must recognize that the Specific Plan will propose infrastructure that permits development to proceed within the Plan area regardless of whether or not the various phases and sub-phases of the proposed project proceed as modeled. " The following traffic modeling scenarios were an attempt to address such.possibilities. The DEIR should address the fact that other area development will occur due to the inducement provided by the development of Sub-phase 1A, which is COSTCO. However, the proposed scenarios were completely ignored—why? G5 • Existing Conditions (no project) based on existing recent traffic counts • EC plus Sub-phase 1A—(COSTCO) 0 EC plus Sub-phase 1A plus 170K commercial square feet west of 1-5 a 2005 plus Phase 1 B (This is not longer a valid date) • 2005 plus Phase 1B plus lands north of Phase 1 and 170K west of I-5 (This it no loner a valid date) • 2010 Cumulative (no project) Existing General Plan • 2010 plus Phase 2 • 2010 Phase 2 plus 500K commercial square feet within the Specific PlanArea • 2025 Cumulative (no project) Existing General Plan • 2025 Cumulative plus project Existing General Plan (with full build-out of the Specific Plan area) • 2025 Cumulative plus project plus Property Owners' Land Use Alternative (with full build- out of the Specific Plan area) Note, instead of using a 2010 threshold, a 2015 may be more appropriate. 6. In order to determine the specific Churn Creek Road on-site alignment, the off-site alignment, and — associated impacts to both the north and south must he addressed because the traffic model should address that proposed project related traffic would utilize Churn Creek Road, thereby establishing a nexus. The limits of off--site road alignment will begin in the south at the intersection of Poppy Hills Drive and the future Churn Creek then northerly where the road crosses Churn Creek and parallels G6 Salt Creek northerly to a point where the road intersects with Twin View Boulevard. The Final northerly limits must be determined by traffic evaluations in the EIR. Associated impacts include but are not limited to; noise, floodplain encroachment, wetlands, biological, and land use. Furthermore, the EIR must address the extent, timing, and funding of the road improvements resulting from direct and indirect proposed project: associated impacts. The EIR should consider alternative alignments of Churn Creek Road and associated environmental impacts. None of these evaluations occurred—why? 7. The comments noted that"Normally economic and social effects are not considered environmental effects under CEQA. However, the proposed project action of closing off Twin View Boulevard could result in adverse economic impacts on existing and future .commercial developments both G7 south and north of the proposed project. Section 15382 of the Guidelines states that, "A social or economic change related to a physical change may be considered in determining whether the physical G-2 — Mr.rite Wildauer June: 1.5,2064 Page 5 change is significant." Therefore, economic assessment: is required." The DMEIR needs t/(Cont.) t undertake the cvaluat.ion, S. Even though the DMETR addressed.improvcnrents that must occur at; the Oasis Road a.nd l;ntcrstate 1 S interchange, the DIVER failed to address t:he extent and timing of the improvements includinOr a closures and detours. Specific tilne Frames for the im rovements were also riot identified. temporary p p 9. 'I'hc clnsu.re of the: Oasis. Road/I-5 Interchange (rc:ciucecl to an overpass) and the construction of a JG9 new interchange north of t,h(> existing interchange was riot-addressed. This alternative must be evaluated as a reasonable and feasible alternative to t:he reconstruction and/or ranih.improvcments Of the existing Oasis Road/I<5 interchange. 10: Tine proposed project will induce development in the area and the areas beyond, primarily to the west and east, and will significantly increase autornobile and truck traffic that -without sufficient G10 wea,,•ing distance het�veen Oasis Road and the 273 on-ramp along T-5 could result in a .significant public safety hazard. This still needs to be addressed 1 1. The EIR.must address how infrastructure including; roads, sewer, water, storm drainage, electrical, gas,% and communication improvcmcnts ivili interface with existing and proposed arca-Wlcle G11 improvements. Furthermore, any environmental issues associated with the development of off-site infrastructure trnprovernents unust be evnhtared as part of the .1=.IR. The. EIR must address how proposed project related improvements would riot foreclose development options for other properties within the specific plan arca. The DMEIR clid not address these issues. 12. There. should Ire no "throw awav" infrastructure improvements, and all improvements should be constructed to accommodate ultimate area-wide development. Some form of reimbursement G12 provisions must be advanced so that the proposed project does not bear a disproportionate share of arca-.vide infrastructure development costs. This issue still needs to be,addressed. 13. Regarding alternatives, we rioted that the ELK should consider and evaluate the development of Phase ]A and Phase 113, separately and combined, on alternative locations including, but not limited io lands to the north of the: proposed project site, and to the west on Thomason owned and/or G13 controlled lands. This should still be addressed in addition to the separation of Phase I and Phase II onto separate chstinct sites. The 1)M.EaIR does not present any compelling arguments why Phase 1 A, Phasc 1B,Phase I.,and Phasc 11. are all int:crrelated. ' Please do not bes.itate to contact us should you have any clucstions or comments regarding our comments. Cordially, �FHilinatd '. Diaz,.A.1CP t Principal ' Ce: Thomason Development Margo Bradish - l.;c�x; Castle & Nicholson 1.1,11 G-3 REDDING OASIS CENTER DRAFT MASTER EIR-SCH #2002122045 - APRIL 2004 Comments prepared by Eihnard F. Diaz,AICP on behalf of Thomason Development, Inc. 1. Page 1-4-How can tiering be utilized when the statement is made that it won't be'known until Phase U formal application is made to determine if the applicant meets density bonus requirements? If the G14 density bonus requirements are not currently met, then tiering can not be used. 2. Page 1-5 -The DEIR states that a Master EIR is being advanced since the project is being proposed in phases, however;it appears when reading the project description and the environmental issues that project specific analysis is provided throughout the document. Specifically, 850,000 square Feet for Phase II is used throughout the document. Pages 3-16 through 3-29 provides detailed project descriptions for Phase H. Page 3-16 even makes a statement that"the final Phase II site layout mmay vary from this plan. (emphasis added) Furthermore, the DEIR specifically proposes development of G15 r Phase II in the year 2005. Confusion arises over whether the DEIR is truly a Master EIR or one that is project specific. Maybe a solution would be .to identify project specific descriptions, issues, - impacts, and mitigations, and those that are applicable to the "Master" component. Concerns arise over the potential for future assumptions that development of Phase II has already received environmental clearance since it was addressed in this DEIR. I know of instances where developers mistakenly assume that because components of their project were addressed in the DEIR, that no additional review or studies are required. 3. Page 2-3 - The DEIR claims that since the cumulative effect for air quality has already been adequately address in the City of Redding General Plan Final EIR then therefore, "that effect is not treated as significant for purposes of subsequent detailed analysis of a project covered under that the EIR (such as the propose project), and the effect need not be discussed in detail. The proposed ` project would be consistent with the Redding General Plan. Therefore, the City of Redding has determined that the significant cumulative air quality impact has already been adequately addressed G16 and need not be considered significant referenced in Chapter 6 has already been adequately addressed and need not be considered significant for purposed of the proposed Redding Oasis Center Project. For this reason a Statement of Overriding Considerations would only be required ." This I statement could be considered valid where the project consistent with the City of Redding General Plan and the level of development addressed in the General Plan for this specific project site. However, the proposed project proposes a higher FAR and a modified circulation plan than advanced in the General Plan Final EIR. Therefore, the air quality discussion must be detailed. i 4. Page 2-4-Thomason Development did not state that there is "a perceived need to close the existing Oasis Road/1-5 interchange and move it north." They have consistently stated that this alternative j should be evaluated and should be undertaken as part of this DEIR. This is not an unreasonable G17 request. Another issue raised by Thomason Development, which should be discussed in the DEIR- is EIRis the ability of the Bella Vista Water District to provide any serve without U.S. Bureau of Reclamation approval. n 5. Page 3-3 -under Land Physical Characteristics. A statement: is made that the project site is relatively�G18 free of any trees, except in the northwest 10-acres of the site. This is not factual. � 6. Page 3-10-What if the fuel station operates beyond the"anticipated hours of operation? iC'19 7. Page 3-10 - Phase 1 is to provide 15,000 square feet of public plaza space and 64-bicycle parking G20 spaces. However, neither the site plan (Figure 3-5) or the test identifies where these facilities are to be provided. Redding Oasis Cea[er-DMEIR Comments G-4 1 Juito 15,2004 U S. Page 3-23 & 24 — Figures 3-11 & 12 are difficult to review due to the small scale. Interestingly G21 Figures 3-13 through_ 3-1.5 provide more detail, yet they were developed for Phase II which is still "conceptual"whereas,Phase I is project specific. 9. Page 3-31 —A statement is made that "Before completion of Phase II, the Oasis Road/Interstate 5 interchange would need to be widened as mitigation to accommodate the traffic that would be created by completion of both phases of the project, as well as by other development anticipated in G22 the vicinity." Yet the closing sentence states, "The interchange modifications are not part of the project, though they would be a crucial element of access to the site." This statement appears contradictory and plainly doesn't make sense. If the modifications are not made,how can the project proceed? 10. Page 3-32 — Whereas, one is led to believe that a preliminary grading plan has been submitted for Phase I,where is the plan evaluated in the DEIR? What are the impacts and mitigation? How much cut and fill is being proposed? G23 With respect to Phase II, it clearly states that a preliminary grading plan has not been prepared, however, in many instances detailed information (site plan, building elevations, number of parking spaces, building square footage, building sizes, driveway locations, etc) has been prepared for Phase II, so why couldn't a "preliminary grading plan be prepared for evaluation? The Phase II area has more severe topography (12% to 21%in the southwest and 12% to 31%in the eastern portion of the site) than Phase I,yet all discussion is avoided. 11. Page 3-33 — Why wasn't a lighting plan submitted for evaluation in the DEIR? Isn't a use permit G24 application being processed which is project specific? 12. Page 3-33 — Much detailed information has been submitted with respect to the proposed project, at (G25 minimum a preliuninary landscape plan should be submitted for evaluation. 13. Page 3-33—Pedestrian access throughout the proposed project should be identified since a statement I G26 is made that "The walkways would be enhanced to set them apart From the parking lot pavement areas." How does this occur and how is pedestrian safety assured? >� 14. Page 3-35 — A statement is made that "The City of Redding received application for the proposed project (Phase I) requesting review and approval of the Use Permit and. Sign Permit. The City of Redding intends to use this EIR as the environmental review document for those actions." G27 However, a landscape plan, pedestrian access, lighting plan, the location of the 15,000 square feet of public plaza area, to name a few key components of a use permit site plan, are not advanced. It appears that the use permit application submission is incomplete and therefore the preparation and processing of a DEIR. for an incomplete application is not appropriate, unless that information is ' submitted for evaluation in the DEIR. 15. Page 4-1 — A statement is made that "the project's consistency with the Draft Oasi.r mad , Specific Plan is evaluated in this chapter." We are unaware of any Draft Oasis road C'28 Spefac Plax available for evaluation. If this is factual, then the evaluation should be identified in the Land Use and Planning section. There is some discussion regarding the Oasis Road Specific Plan on pages 4-23 and 4-29, but that is not the Draft Plan. 1.6. Page 4-2 —When the majority of trees where removed form the site about 12 years ago, what is the G29 estimate of the number of trees removed and why were they removed? Today, how many of those trees would have been over 6 inches in diameter whose removal would have required nutigauon? Redding Oasis Center DAIEIR Conunent:i June 15, 2004 G-5 IG30 17. Page 4-10—Mat is the area of encroachment into the floodplain by Phase I? 18. Page 4-11 —The DEIR should specifically address how the project does or does not address General G31 `7 Plan policies "that could have the potential to affect the proposed project"instead of just providing a list on pages 4-11 through 4-28 and providing minimal explanatory narrative. 19. Page 4-11 — What are the "policies that are not directly applicable to the project that are not individually discussed in this chapter" so that the lead agency and the reader can make a G32 determination as to whether or not the project sponsor should be responsible to implement City �1 policy. _ 20. Page 4-40 — A "definitive determination regarding project consistency with the City's Tree G33 Preservation Ordinance" has to be made as part of the DIF—R. Studies cannot be deferred until a i later date. 21. Page 4-43 —Since the DEIR is the lead agency's document, the DEIR should address whether or not�G34 ._ authorization for an encroachment into the flood fringe will be provided. 22. Page 4-47 —A. series of mitigation measures for 4-3 are advanced, which ones can be realistically be 'expected to be implemented? Normally a CLONLAR. is approved before an actual project can be G35 processed. It is not a mitigation measure. Has a CLOMAR been submitted? Comments will be provided regarding the February 19, 2004 Hydrology Study prepared by Hydmet at the end of the comments on the DEIR. J I 23. Page 4-50 — How is the site plan for Phase I, which is a specific project, be modified due to the G36 implementation of Mitigation Measure 4-7(a)? 24. Page 4-50—Is the approval of a General Plan Amendment a mitigation measure? Shouldn't there be G37 a formal general plan amendment application and therefore be a part of the specific project the DEIR addresses? 25. Page 4-52 —Mitigation Measure 4-9(b) — For disclosure purposes it would be appropriate to discuss�G38 how the requirements for a bonus FAR could be met for Phase IT. 26. Page 5-1 — As a general comment, there .is no discussion on how the proposed project, Phase I initially, then Phase I and II cumulatively, impacts Hawley/Churn Creek Road. Is the extension of Hawley/Churn Creek Road needed to be constructed with Phase I and if so, how many lanes would be necessary. If it is needed for Phase- I. and II, how many lanes would be required? Since the G89 proposed project is scheduled to be constructed as soon as possible, and Phase II is to be constructed in 2005, the DEIR should address the impacts associated with construction of Hawley/Churn Creek Road, if the proposed project necessitates its' construction. The impacts would be those associated with noise, air quality,wetlands, biology, socio-economics (since die road could require private land acquisition), land use, hydrology,water quality (due to proximity to Churn n Creek), and aesthetics. 27. Page 5-1 —The following is a general comment. The DEIR addresses the following scenarios Existing Conditions G40 Existing Conditions Plus Phase IA . :Existing Conditions Plus Phase IB r-, 2005 Plus Phase I1 2025 Cumulative No Project i Redding Oasis Center DtWEIR Commends 3 Juiie 13, 2004 G-6 U I2025 Cumulative Plus Project - G40 Realistically, Phase 1A will probably not be able to be constructed until possibly late 2005 or 2006 Cont) due to permitting requirements, in particular. Section 404 of the Clean Water Act. Phase I13 could begin concurrently or at least another year afterward. Therefore, the potential for the development of Phase II to be in in 2005 in.not feasible and therefore discussion of the development of Phase II g in the year 2005 is speculative and not permitted by CEQA. Therefore, another series of scenarios need to be evaluated for true disclosure purposes which would be: 2015 Conditions 2015 Conditions Plus Phase II The DEIR should replace the discussion of 2005 Plus Phase II Conditions with an evaluation for the year 2015, since the 2005 discussion is dated and no longer relevant. In addition, any other discussions which use the year 2005 as a threshold should be revised. 28. Page 5-4 — The use of' the Saturday midday scenario being used "because of the higher trip G41 generation characteristics associated with the proposed commercial project and other proposed commercial uses in the study area" needs to be substantiated. 29. Page 5-21 —The use of a traffic impact study prepared in 1997 for a facility in Tukwila, Washington is dated and not geographically relative. There is an existing Costco in Rancho Cordova and a new one in Citrus Heights which have fuel pumps that would be more appropriate to evaluate. What are G42 the dates of the Oxnard and Santa Clara surveys? Copies should be provided in the Appendix. Which -vas the other Costco traffic study provided by hittleson & Assocates? :[f relevant, a copy should be filed with the Redding Planning Division. 30. Page 5-62 —Since the TDF model does not include a midday Saturday component, does this G43 invalidate the amount of traffic generated and associated impacts? An explanation should be provided. 31. Page 5-64 — A statement is made that"impacts 5-11 through 5-19 are the result of cumulative non project traffic, rather than the proposed project, and the associated mitigation measures are not G44 attributable to the proposed project." Isn't the proposed project area included in the TDF model and other projects consistent with the City General plan? Therefore, wouldn't the impacts and associated mitigation measures be applicable to that portion of the proposed project that does not exceed the General Plan FAR which the TDF model addresses? 32. Page 5-76 — The entire discussion regarding 2025 Cumulative Plus Project regarding Levels of ' Service fails to recognize that if the project creates impacts before 2025 area development (which is t by 2005) the project is G45 the case since the project description proposes complete developmen responsible .to mitigate the impacts. Therefore, if the project proceeds before necessary area infrastructure is constructed, the project is responsible for the cost of the improvements. If the improvements are in the traffic impact fee schedule, a reimbursement agreement could be developed.. With regard to other infrastructure improvements reimbursements are on a case b.; case basis. If impacts 5-20, 21, 23, 27, 28, 29, 30, and 31 result due.to the project, before the cumulative impact date, then mitigation is the project's responsibility with some form of reimbursement, if possible. 33. Page 5-79 — Mitigation Measures 5-20 states that the measures should be implemented when traffic G46 signal warrants demonstrate they are.needed. Isn't the purpose of an EIR to determine when project impacts could be expected to occur (in this case based on the square footage) and.how the project ' RediligQ Jath-Center DiVEIR Comments 4 .Jure 15,004 G-7 G46 mitigates the impact? The mitigation measure does not attribute any impact to the project and (Cont) therefore becomes more of a statement than a project specific rn.itigation. 34. Page 5-80—The applicant has recently gone on record at public hearings that he will install the signal at the intersection of Oasis Road and Gold Hills Drive as part of the "Costco" project. Since G47 "Boxco" is now the proposed project, will the offer be rescinded? If not, this mitigation measure should be incorporated into the project description and constructed with Phase IA since the applicant has offered it as part of the project. 35. Page 5-91 — If a project is not consistent with the General Plan, it cannot proceed unless a general plan amendment is advanced as part of the project, or the project is redesigned to be consistent with the general plan; Mitigation 5-32 should be more specific. What is the needed right-of-way that G48 needs to be dedicated, what are the incentives for employees utilizing alternatives to the single occupant automobile, sidewalk locations and width should be identified, what are the pedestrian facilities to ensure pedestrian comfort and safety,where would the bus pull-outs be located, what are passenger amenities? Since a use permit has been submitted, this project specific information should be provided now instead of later so that they can be addressed in the DEIR. 36. Page 6-1 —General comment -The proposed project proposes a higher FAR than the one addressed. G49 in the General Plan Final EIR. Therefore air quality discussion must be detailed since the proposed project is inconsistent with the General Plan. 37. Page 6-11 —The statement is made that "the intersections affected by project traffic currently operate G50 at acceptable levels of service and would continue to operate at acceptable levels of service with the addition of project traffic." This statement needs to be quantified. 38. Page 8-37—The.landscape plan should be developed for review as part of the DEIR to determine if IG51 it provides adequate mitigation for the loss of oak trees. 39. Page 8-38 — How does the planting of 3 oak seedling trees mitigate for each oak tree proposed to be G52 removed (258 trees)? What is the survival rate for the seedlings? Is the IS tree alternative an oak tree? If so what is the survival rate for a 15-gallon oak tree? 40. Page 8-40—Due to the filling of over 300 lineal feet of intermittent creeks, an individual Section 404 permit is required. Until the permitting is completed it is unknown what the required mitigation will G53 be that is imposed by the Corps and the Fish and Wildlife Service with respect to the vernal pools. This should be explained. I have seen vernal pool creation credits required at a 3 to 1 ratio. The r Cottonwood Creek Mitigation Bank no longer has credits to sell. 41. Page 10-17 — Whereas,"the property owner (Thomason) unmediately south of Phase II previously had no concern over the diversion of the intermittent drainage through his property, current Army G54 Corps of Engineers regulations supersede any agreements allowing the diversion of intermittent drainages without a Corps permit. If the drainage on the southern is proposed for diversion, — shouldn't the DEIR address the impacts of the diversion? 42. Page 10-19 —An alternative to Mitigation Measure 10-2(c) should be developed should the adjacent �G55 property owner not give permission to receive increased peak storm flows on his property. 43. Page 10-22 — As a general comment, it is difficult to understand why project specific and more G56 importantly cumulative development detention is not required whereas it is required for all other Redding Oasis Center DrLfEIR ConrrrentJ G_85 June 15,2004 projects in the area. If there is disagreement between the City's expert and that of the developer G56 then another. expert's evaluation should be solicited. p (Cont) 44. Page 13-9 —.The impact on fire protection services identified in the Buckeye EIR may no longer be applicable due to changes in the fire protection policies of the City. Furthermore, Mitigation Measure 13-1 needs to quantif, some of the statements made such as; "development in the area, G57 including the proposed project, would be expected to generate property tax revenue that ultimately help fund ongoing fire services" (what is the anticipate revenue and what is the guarantee it would be used to fund ongoing fire services?), "the project sponsor shall provide fair-share funding with individual projects" (what would be the fair share funding and what are the mechanisms to assure that the funding is provided?). 45. Page 14-8 — What if the sewer line capacity is used up prior to the development of Phase I and in �G58 particular Phase II which will not occur in 2005? 46. Page 14-15 — It is highly doubtful that any of Phase I will be developed by 2005 and very probable G59 that Phase II will not be developed by 2005. Therefore, Mitigation Measure 14-1 is not appropriate and a new measure needs to be developed. 47. Pae 14-17 —Will the Bureau of Reclamation allow the Bella Vista Water District strict to provide water to the project? More importantly, Mitigation.Measure 1.4-2 should require the installation of the 16-inch G60 water line. An interim measure should be acceptable provided it does not defer the burden to construct die ultimate required improvement onto another property or is used as a mechanism to avoid the payment of a fair-share towards permanent facilities to serve the development of an area. 48. Page 14-17 — Phase II will not be completed by 2005 as mistakenly stated. Therefore a new G61 discussion for Phase II water impacts should be undertaken for a year when development of Phase II f can be realistically projected. 49. Page 14-19 —What if the channel along the northern boundary is not permitted? What would be the G62 mitigation measure? The Armv Corps of Engineers may not permit the channel to divert the interrnittent drainage. 50. Page 14-21 —Wl-iat are the impacts associated with the gas line relocations? Which is the preferred IG63 alignment? ' 51. Page 14-22—If the concluding statement is valid,it must be supported by a cost-benefit analysis that clearly illustrates how connection fees and/or service charges satisfy the criterion advanced. The G64 analysis must be clearly demonstrated that the project's contribution is less than cumulatively ' considerable if the project is required to implement or fund its fair share of a mitigation measure or measures designed to alleviate the cumulative impact. I52. Page 15-2 —An alternative that redesigns the project to avoid impacts to the maximum extent and �G65 which is consistent with the General Plan should be advanced for evaluation. 53. Page 15-5 and 15-6 — The potential ex.ists for the development of a 90-acre regional commercial center east of Interstate 5, west of Churn Creek Road, and north of Knighton Road. Studies that have been conducted have identified this area as being desirable for regional commercial uses. Some G66 Shasta County Board of Supervisors (Trish Clark and Glenn Hawes) have indicated support for the location of regional commercial land uses within this area. This site is a practicable alternative (utilizing the Section 404 definition of practicable), however, the applicant does not support the ' Rcddiq Oaris Center DYlE1R Comments 6 Pune 1.5,.2004 G-9 location since he does not own it. Regardless, the evaluation provided is not: correct and should be G66 expanded. (Cont) 54. Page 15-10 — A sta.ternent is made that if die, City does not approve this project, "Levenson Development would submit another similar land use application that also focuses on Regional G67 Commercial uses . . . the primary effects being that: the future sirnilar project would be delayed by one to several years in the construction of buildings at the site". 1Vhv doesn't Levenson Development submit an application that is consistent with the General. Plan? The currenr project will easily be delayed one to several years, regardless. 55. Pape 15-11 —A No Project Alternative could avoid wetlands. IG68 56. Page 15-15 — A concluding statement for Traffic is, made that says that "traffic impacts in terms of G69 levels of service are hkcly to be less than the proposed project." This needs to be yuarit�t"ted. 57. Page 15-20 — How could the reduced site potentially result in less parking spaces if the FAR is also IG70 F reduced? Building area,,, can be reduced so that parking ratios are met. J 58. Page I5-20 —.A concluding statement foto Traffic: is made that says that "traffic impacts in terms of G71 levels of service are hkely.to be less fox Alternative 4 than the proposed project." This needs to be quantified. 59. Page 15-23 — Oasis Road would be the arterial across the: southern portion of the site. Where is the conflict with the General Plan? How would this alternative displace existing commercial businesses along Cascade Boulevard? A site design could be developed that avoids the businesses similar to the businesses being; avoided by the G72 proposed project which are located south of Oasis Road and east of'Yawn View Boulevard. t. The FAR does not have to be exceeded.with proper site design, this should be noted- , .� Residential development to.the southwest is not dense., this should he noted. 60. Pape 15-25 — It should be noted that the proposed project removed the majority of trees 12 years ago. The resultant tree removal impact between the proposed project, and this alternative would be G73 the same. How much wetlands would be impacted? The statement is made the actions would be similar to the proposed project but offers no quantification. 61. Page 15-26—The archaeological site can be easily avoided, thereby, resulting.in no impact. VUhy would development of this site require some form of detention basin? Provide substantiated data. G74 By not developing, within the 100-year floodplain there would be no flood hazards, this should be ~� noted. - Provide substantiation that interference with groundwater recharge is of similar order of magnitude as the proposed project. G-10 _y Comments on the February 19, 2004 Hydmet, Inc. Costco-Oasis Center-Levenson EIR Hydroloboy, Sludy. 1. Page F-.1 - General Comment — the study on page ag e 10-14 in the DEIR) "also assumed construction of the drainage channel along the northern boundary of the site . . . to route stormwater G75 flows directly eastward into.Salt Creek." What if this channel is not permitted? How does this affect the Findings in the study? ?. Page F-3—The tables should have column headings so that they are easier to read. (G76 3. Page F-3—What do the numbers in the columns represent? IG77 4. Page F-4 — Would detention storage be required if "the. tributary flow path and routing project subbasin runoff directly to Salt Creek" does not occur? IG78 Why would any type of detention facility cause "undesirable increases in Churn Creel:downstream? What would be the increases? How do we know they are"undesirable?" ,C'79 5. Page F-4 and F-5 —An explanation of the hydrograph plots should be provided that describes what l they mean and how they should be read. M G80 6. Pae F-5 and F-6 — An explanation odie HE -1 input parameters should be provided that Page lif C hl �G81 describes what they mean and how they should be read. 7. Page F-7—There are several lines, excluding the cross-section lines, throughout the map that have no identification — are they the drainage basins? Where is the location of the existing (without the G82 project) and future 100-year flood elevation with the project? - i . Bedding Oasis Cenler DMEIR 07innel r G-118 June 15, 2004 Responses to Letter G: Diaz Associates (This page intentionally left blank) r� G-12 Redding Oasis Center Final Master EIR -- Responses to Letter G: Diaz Associates Responses to Letter G: Diaz Associates G1. The proposed Use Permit for Phase I of the project analyzed in this DMEIR is discussed in the DMEIR in locations including page 1-1, paragraph 3; page 1-7, paragraph 2; page 2-1, paragraph 2; page 2-1, paragraph 3; page 3-33, paragraph 3; page 3-35, paragraph 4; page 3-36, paragraph 1; page 4-32, last paragraph; pages 4-43 and 4-44, Use Permit; and page 4-36, paragraph 2. G2. The reasons for preparing a Master EIR are discussed in Master EIIZ, pages 1-5 and 1-6. See also Response to Comment F3. - G3. Consistent with the requirements of CEQA, the DMEIR describes conditions at the time of the publication of the NOP. During preparation of the DMEIR, it was still believed by the applicant that 2005 was a feasible date for Phase II implementation. At the time of preparation of this FMEIR, it is recognized that it is no longer likely that Phase II would be implemented in 2005, and that implementation of Phase I in 2005 is unlikely. To address concerns about the horizon years for traffic analysis as well as timing of roadway improvements, a revised traffic analysis has been performed subsequent to publication of the DMEIR using 2006 as the horizon year for Phases IA and IB and using 2012 as the completion date for Phase lI. The results of the analysis are presented as Appendix 1 to this Final MSIR. Individual mitigation measures and the Mitigation Monitoring Program (Chapter 18) provide information on timing of mitigation measures,including infrastructure improvements. G4. Please see Response to Comment F11. Please also note, as Development Services Department Director Jim Hamilton did at the June 8, 2004 public hearing on the DMEIR, that the project stands on its own and is a significantly smaller component of the specific plan area. If. the EIR is certified and the City approves the Use . Permit, the project would have a legal .right to proceed with implementation. If a specific plan is .adopted in the future and there is an inconsistency between the plan and the proposed project, it would represent a nonconformity that exists in many other locations in the City. Redding Oasis Center Final Master EIR G-13 Responses to Letter G: Diaz Associates G5. As discussed on pages 5-4 through 5-6 of the DMEIR, a set of six scenarios were identified and analyzed (1: Existing Conditions, 2: Existing Conditions Plus Phase IA, 3: Existing Conditions Plus Phase IB, 4: 2005 Plus Phase II, 5: 2025 Cumulative No Project, and 6: 2025 Cumulative Plus Project). Subsequent to publication of the DMEIR, a revised traffic analysis was performed to account for later implementation of the project than was originally anticipated. As agreed to by Caltrans and the City of Redding, the project traffic consultant revised the analysis to reflect 2006 as the horizon year for Phase 1B and 2012 as the horizon year for Phase II. These dates of development were deemed to be realistic at the time of publication of the Final MEIR, and were based on the constraints of providing adequate infrastructure to accommodate the different phases of project development. Annual growth rates of. 2 percent per year were added to background traffic growth to capture other induced development in the area. The results of the revised analysis is presented in Appendix 1 of. this Final MEIR. As discussed on page 5-6,Scenario 6 analyzes the impacts of the 2025 conditions, including full development of the proposed project in conjunction with the full buildout of the adopted General Plan as well as the proposed Oasis Road Specific .J Plan currently under development. Thus, this scenario includes development within the Specific Plan area as requested in the first paragraph of the comment. The six scenarios discussed above provide a comparison of the effects of various phases of the project with existing conditions, and a comparison of cumulative (2025) conditions with and without the project, to comply with CEQA. These scenarios were chosen in consultation with the City of Redding and Caltrans. Thus, the list of scenarios in the comment were not ignored; rather, sufficient scenarios were chosen and analyzed to provide an analysis of project-specific and cumulative impacts of the project in comparison with existing or no-project conditions. Pursuant to CEQA Guidelines §15204, a Lead Agency does not have to conduct every test or perform all research recommended by a commenter. G6. The alignment of Churn Creek Road across the project applicant's property and adjacent to the Phase I and II sites was developed in consultation with the City of G-14 Redding Oasis Center Final Master EIR Responses to Letter G: Diaz Associates Redding, and was provided at the City's request. The alignment :is consistent with the alignment shown in the Circulation Plan presented in the Transportation Element of the General Plan. The right-of-way would be provided by the applicant to maintain consistency with the Transportation Element. However, the Churn Creek Road extension is not required to accommodate traffic that would be generated by the proposed project. Although development of the roadway along part of the eastern side of the Phase I site and along the full length of the eastern side of the Phase Il site is part of the project in order to provide driveway access, construction of the extension to the south of the project site is not part of the proposed project. Construction of the extension to the north is not part of the proposed project but would be required to mitigate project impacts unrelated to roadway levels of service. Because the southerly extension of Churn Creek Road is not part of the proposed project and is not required to mitigate any project impacts, a determination of the specific alignment of the future. roadway or alternative alignments and an evaluation of the potential impacts from its construction and use are beyond the scope of this EIR, and are not required under the provisions of CEQA. That said, it should be noted that the intersections of Hawley Road at the eastbound and westbound ramps of Highway 299 were included in the traffic analysis, and the impacts of project traffic at those intersections are therefore included in the analysis. Similarly, project traffic utilizing an extension of Churn Creek Road to the north (required by Mitigation Measure 4-6, among others) has been captured in the evaluation of the intersection of Twin View Boulevard at Pine Grove Avenue. With respect to other potential impacts that could result from the implementation of Mitigation Measure 4-6, no potentially significant impacts have been identified. A site review of the habitat and water features has indicated the habitat would be similar to the project site habitat and only minor water features would be encountered. ESA biologist Erich Fischer and botanist Josh Boldt conducted a site visit on August 30, 2004 at the proposed Oasis Road Development Site :in Redding, California. Paul Miller of MEC, a California Register Environmental Assessor Redding Oasis Center Final Master EIR G-15 Responses to Letter G: Diaz Associates (REA), also participated in the site visit. Mr. Miller prepared a Phase I - Environmental Site Assessment for the Levenson property in 2003 and reviewed the Kleinfelder 2002 Phase I assessment for the potential Costco parcel. Both of these reports included a review of hazardous waste databases that included the area of the Oasis Road/Interstate 5 interchange. These reports are cited on page y 12-1 of the Draft MEIR and summarized in Chapter 12 of the Draft MEIR. The purpose of the site visit was to evaluate the habitat types in areas surrounding the intersection of Interstate 5 and Oasis Road, including all areas that could be subject to intersection improvement as mitigation for the proposed project and identify any evidence of recognized environmental conditions that could indicate a hazardous waste problem in these areas that could be affected by the project. A northern extension of Churn Creek Road was also evaluated. The summary of their site visit is summarized immediately below. INTERSTATE 5 / OASIS ROAD INTERCHANGE Areas that may be affected by improvements to the Interstate 5 / Oasis Road interchange were evaluated in the field for their potential to support special- status species habitat and wetlands. Habitats surrounding the interchange are _ primarily ruderal/landscaped. However, some native wildlife habitats are also .— present east and west of Interstate 5. s Northeast Quadrant Improvements Proposed intersection improvements within this quadrant are unlikely to affect any sensitive biological resources. Potentially affected habitat primarily consists of roadside landscaping. No potential wetlands or other water of the U.S. would .� be affected. No mitigation would be required. Southeast Quadrant Improvements Potential sensitive habitats within this quadrant are limited to a strip of seasonal wetland/freshwater ' marsh habitat near the northbound off-ramp. This potentially jurisdictional wetland feature could be affected by proposed interchange (off-ramp) improvements. The area provides very little habitat value G-16 Redding Oasis Center Final Master EIR Responses to Letter G: Diaz Associates for wildlife however, as it is completed surrounded by developed areas, it is disconnected from larger habitat polygons, and it is relatively small in size. Southwest Quadrant Improvements Intersection improvements at this location have the potential to affect relatively low quality wetlands and ephemeral water courses. An ephemeral channel runs along the base of the fill slope of the existing southbound I-5 on-ramp. This channel eventually feeds into a more robust channel near the south end of the on-ramp. The ephemeral channel would likely be considered other waters of the U.S. In addition, three other potential wetland areas were observed on the site. Most (if not all) of these features may be avoided by construction activities. Habitats within this quadrant are limited to blue oak woodland to the north and annual grasslands to the south. Most potential impacts would be isolated to annual grasslands on the site. The area is a relatively isolated patch of habitat, with developed areas surrounding it. However, oak trees on the site could provide suitable nesting habitat for.raptors and other sensitive bird species. Removal of these trees, or construction activities within 500 feet of an active nest site, could result in nest site abandonment and/or failure. However, mitigation �. within the EIR has been developed to address this potential impact (Mitigation Measure 8-2). Northwest Quadrant Improvements Proposed improvements within the northwestern quadrant would not affect any sensitive biological resources or waters of. the U.S. Construction of the new off- ramp would only affect planted landscaped areas and annual grasslands, which have little habitat value for special-status species. Impact Summary and Mitigation Measures ' Based on the above assessment, most potential impacts to biological resources would be associated with a slight loss of potentially jurisdictional wetlands and other waters of the U.S. This preliminary assessment indicates that up to 0.05 acre of wetlands and other waters of the U.S. may be affected by the proposed '� Redding Oasis Center Final Master EIR G-17 Responses to Letter G: Diaz Associates intersection improvements. These impacts could be addressed through the Corps Nationwide Permit Program (NWP 14, Linear Transportation Projects). In ,- addition, nesting raptors and other special-status bird species may be affected by , construction activities within the southwest quadrant. However, mitigation measures within the EIR to protect nesting birds would reduce this potential impact to a less-than-significant level. CHURN CREEK ROAD NORTHERN EXTENSION Habitats within the area of the proposed Churn Creek Road extension include blue oak woodlands, annual grasslands, lava cap, and an,ephemeral channel. Construction of the proposed roadway may require the removal of blue oaks and grasslands; lava cap ' areas and the ephemeral channel may be avoided depending on layout. The oaks on the site provide potential nesting sites for raptors and other bids (as discussed previously), while lava cap areas provide potential habitat for several species of sensitive plants. In addition, alteration or the discharge of fill into the ephemeral channel on the site would likely require permits from the Corps, RWQCB, and CDFG. Impact Summary and Mitigation Measures This preliminary assessment indicates that up to 0.04 acre of other waters of the U.S. (ephemeral channel) may be filled by the proposed road extension. This effect may be avoided if the channel is spanned by a bridge. The impact could also be addressed through the Corps Nationwide Permit Program (NWP 14, Linear Transportation Projects). In addition, nesting raptors and other special- status bird species may be affected by construction activities within the blue oak woodlands. However, mitigation measures within the EIR to protect nesting birds would reduce this potential impact to a less-than-significant level. Lastly, special-status plant species may be adversely affected by road construction if the road is constructed through lava cap habitat. This impact may be avoided through aligning the proposed roadway to avoid these potentially sensitive areas. G-18 Redding Oasis Center Final Master EIR S Associates . Response to Letter G: L7rnz A.sc antes CONCLUSION Although the proposed off-site improvements have the potential to affect biological resources, the impacts would be minor in magnitude. Potential impacts to wetlands would likely be less than 0.1 acre. Impact 8-3 in the Draft MEIR addresses loss of jurisdictional wetlands, an impact that is fully mitigated by Mitigation Measure 8-3(a). Any additional loss of wetlands (as a result of these off-site modifications resulting from the project impacts or modified mitigation related to the interchange) would be part of Impact 8-3 and would also be subject to Mitigation Measure 8-3(a). Total affected Waters of the U.S.' would increase from 1.341 acres to approximately 1.441 acres as a result of potential off-site mitigations. Existing mitigation measures within the EIR and MMRP (8-2 through 8-4) would address potential impacts to wetlands and nest sites. Based on these considerations, impacts to off-site biological resources would be less-than- significant. No surface evidence of hazardous wastes was identified in any of the areas surveyed, nor was there obvious evidence of any on-going remediation. In December 2004, City staff identified two addresses listed as "open site" on a hazardous waste list that covered Redding. Subsequent investigations found that the designation of these locations as "open sites"-was outdated. Both sites have bad previously been issued letters indicating that no further action is necessary (see Appendix 6 of this Responses to Comments Document). Page 8-40 of the Draft MEIR, end of the first paragraph, is revised to read as. follows (insertions underlined, deletions shown in strikethrough): ... This would include: 0.219 acres of wetlands (including 0.058 acres of vernal/intermittent pool habitat) and 0.207 acres of "other waters". In addition to on-site impacts to jurisdictional wetlands, off-site transportation improvements to mitigate traffic impacts could affect about 0.1 acre of wetlands. In a site visit on August 30, 2004, ESA biologists estimated about 0.05 acres would be affected by Oasis Road/1-5 interchange improvement and 0.04 acres would be affected by the Redding Oasis Center Final Master EIR G-19 Responses to Letter G: Diaz Associates northern extension of Churn Creek Road. Final design of these off-site roadway improvements could change the actual areas affected but no major changes in the estimates .are expected because no other major wetlands areas' were identified near the anticipated roadway improvements. Any loss of jurisdiction wetlands or other waters of the U.S. would be considered a significant impact. This would therefore be a significant impact. G7. The proposed project, which includes abandonment/realignment of Twin View Boulevard at the project site, could affect businesses located on Twin View Boulevard, both by providing retail space for the location of potential new competitors for the existing businesses, and by altering traffic patterns, which could affect visibility of,and accessibility to, these businesses. Abandonment/realignment of Twin View Boulevard would have potential environmental effects in several areas, including traffic, noise, air quality, biological resources, cultural resources, and hydrology and water quality. These impacts are analyzed in chapters 5, Traffic; 6, Air Quality; 7, Noise; 8, Biological Resources; 9, Cultural Resources; and 10, Hydrology and Water Quality of the DMEIR. Implementation of the proposed project, including abandonment/ realignment of Twin View Boulevard, could also have economic effects on the existing business located on Twin View Boulevard. These could be economically beneficial to the existing businesses, in the form of attracting additional traffic J and potential customers to Twin View Boulevard, or economically detrimental, r, by reducing the accessibility and/or visibility of the existing businesses to potential patrons. As discussed below, these economic effects are not considered an,environmental effect for the purposes of CEQA. J In addition to the economic effects of the abandonment/realignment of Twin View Boulevard, the proposed project would have economic effects on existing businesses by providing retail space for additional potential competitors. The topic of economic competition generated by the proposed project is addressed in new text that has been added to Chapter 16, Other CEQA Considerations, of this MSIR. See Chapter 4, Text Changes to the Environmental Impact Report, for the - newly added analysis. r G-20 Redding Oasis Center Final Master EIR Responses to Letter G: Diaz Associates G8. Closures and detours that could result from construction of transportation improvements would be temporary and limited in duration. As a result, these Itemporary transportation impacts of the project would be considered less-than- significant. Identification of specific dates for the.improvements is a level of detail that is not necessary in order to analyze the environmental impacts of the proposed project. However, the implementation of each mitigation measure will be required prior to occupancy of the project phase for which the associated impact was identified. G9. Moving the interchange is not a feasible project alternative. It would not meet the basic project objectives since it would result in closure of the adjacent existing highway interchange. Also, it would not avoid or substantially lessen the project's environmental impacts; rather, it would likely exacerbate them. In addition moving the interchange is infeasible since it has not been planned for by the applicable federal,State and local agencies. G10. This project is part of new development identified in the City of Redding General Plan as growth-inducing. See discussion beginning on page 16-2 of the Draft MEIR. The conclusion on page 16-2 is that this EIR has identified mitigation measures for significant environmental impacts that could occur from the proposed project, including infrastructure improvements. Impact and Mitigation Measure 5-30, page 5-88, and Impact and Mitigation Measure 5-31, pages 5-88 through 5-90, identify potential effects of weaving movements on I-5 between Oasis Road and Highway 273 northbound and southbound, respectively, and identify mitigation measures to reduce these impacts to a less-than-significant level. G11. Project and cumulative impacts on roads and transportation, mitigation measures, and the project's relation to existing and planned infrastructure, are discussed on pages 5-26 through 5-90 of. the. DMEIR. Project and cumulative impacts on wastewater collection and treatment, mitigation measures, and the project's relation to existing and planned infrastructure, are discussed on pages ' 14-17 and 14-18 of the DMEIR. Project and cumulative impacts on water service, mitigation measures, and the project's relation to existing and planned Redding Oasis Center Final Master EIR G-21 Responses to Letter G: Diaz Associates infrastructure, are discussed on pages 14-15 through 14-17 of the DMEIR. Project and cumulative impacts on storm water drainage, mitigation measures, and the - project's relation to existing and planned infrastructure, are discussed on pages 10-13 through 10-19 and 14-18 through 14-20 of the DMEIR. Project and cumulative impacts on electrical service, mitigation measures, and the project's relation to existing and planned infrastructure, are discussed on pages 14-20 and 14-21 of the DMEIR. Project and cumulative impacts on natural gas service, mitigation measures, and the project's relation to existing and planned infrastructure, are discussed on page 14-21 of. the DMEIR. Assessment of. impacts to communications facilities is beyond the scope of this EIR. The physical environmental impacts of the provision of the above utilities to the proposed project, are included in the analysis of environmental impacts of the project in the EIR. _. The project-related utility improvements would not foreclose development options for other properties in the Specific Plan area. G12. Responsibility and authority for the design of infrastructure improvements, and their capacity to accommodate ultimate area-wide development, rests with the pertinent service providers. Design of infrastructure improvements is not a part of the proposed project analyzed in this EIR. The financial mechanisms for reimbursement for extension of infrastructure improvements for the proposed .J project are an economic issue that is beyond the scope of this EIR. As identified in Response to Comment F10, the applicant for this project would be required to pay fair-share costs for many future infrastructure costs. G13. As discussed on pages 15.-2 through 15-6 of the DMEIR, one off-site alternative that is located northwest of the project site (Oasis Road/Cascade Boulevard) is �J analyzed in the EIR, and five other off-site alternatives were rejected because they were infeasible, did not meet the objectives of the .project, or would not reduce the significant environmental impacts of the proposed project. As discussed on page 15-6 of the DMEIR, a key question in the selection of alternatives for analysis is whether any of the significant impacts of the proposed project would be avoided or substantially lessened by putting the proposed G-22 Redding Oasis Center Final Master EIR �. Responses to Letter G: Diaz Associates project at another location. If another location would not avoid or substantially _ lessen the environmental impacts associated with the proposed project location, or if the alternate location would result in one or more significant adverse environmental effects in addition to those caused at the proposed location, then such alternate location may be rejected from further analysis in the EIR. Since the significant unavoidable impacts of the proposed project relate to air quality effects, including air pollutant emissions from vehicles using the regional commercial center, other off-site locations such as those suggested in the comment would not substantially reduce this impact or the cumulative impact of regional vehicle emissions. For this reason, the off-site locations mentioned in the comment were not analyzed as alternatives. Separation of the Phase IA, Phase IB, and Phase II onto different sites would not attain the goal of the proposed project to create a regional shopping center on one site rather than fragmented land uses spread over several locations (as discussed on page 3-2),and was not considered as an alternative for this reason. The comment requests that the alternatives analysis consider locations including "lands to the north of the proposed project site, and to the west on Thomason owned and/or controlled lands." Alternative 5.- Off-Site Alternative, discussed on pages 15-23 through 15-27, is located northwest of the project site, and is g P J owned and/or controlled by Thomason. The interrelationship of the project phases is discussed on pages 3-1 and 3-2, and 3-9 through 3-20. Pursuant to CEQA case law, no alternative location analysis is required since the project is consistent with its zoning. G14. Please see Response to Comment F1. G15. As discussed on page 1-6, while there is an application pending before the City that includes detailed plans for the initial phases of development (Phases IA and IB), no application has been submitted for the anticipated later phase (Phase II), and the plans for the project are still conceptual and subject to change. Therefore, the City of Redding has determined that preparation of a Master EIR Redding Oasis Center Final Master EIR 7-23 Responses to Letter G: Diaz Associates for the proposed project is appropriate because it will be developed in phases. This Master EIR provides detailed project description information for Phase II to the extent that it is available; however, as stated on page 3-16, the final Phase 1I site layout may vary.from the plan presented in the EIR. The impacts of Phase I and Phase II are identified and discussed separately throughout the EIR. As stated on page 1-6, when an application is submitted for Phase II,.the City will review the proposal to determine if it has been sufficiently evaluated in this MEIR, or if subsequent environmental review is required before any approvals can be issued. For discussion of the timing of Phase Il, see Responses to Comments F3, F4 and r' G3. G16. See Response to Comment F18. G17. Page 2-4, third paragraph, last sentence of the EIR is revised to read as follows (insertions underlined, deletions shown in strikethrough): - ^ Thomason has consistently stated that the alternative -a's^ a;^,i-is's a per-e-.i.vea need to close the existing Interstate 5/Oasis Road interchange and move it to the north should be evaluated as part of this EIR. The potential for relocating the existing I-5/0asis Road interchange to the north is discussed in Response to Comment G9. , J As discussed on pages 14-1 and 14-3, respectively, the Phase I and Phase I1 areas are served by the City of Redding Water Utility. As discussed on page 14-2, the City's contract with the Bureau of Reclamation (USBR) allows a maximum ^ diversion of 27,140 acre-feet, although this amount is subject to reduction of up to 25 percent in time of drought. As discussed on page 14-5, a water supply assessment (WSA) for the proposed project concluded that available water supplies would be sufficient to serve the City's needs, including the proposed project, through 2020 during normal years, single dry years, and multiple dry years. The Bella Vista Water District does not serve the project site, but could provide an alternative source of fire flow, as an interim measure, as discussed on page 14-17. The Bella Vista Water District shall obtain any necessary approvals - G-24 Redding Oasis Center Final Master EIR Responses to Letter G: Diaz Associates from the Bureau of Reclamation for water coming from the Bella Vista Water ' District to meet fire flow needs of the project on an interim basis. G18. As stated on page 3-3, the project site is relatively free of any trees, except for the Lnorthwest 10 acres of the project site, an area of native trees. Vegetation in the study area consists mainly of annual grasslands with interspersed blue oak woodlands, wetland features, and disturbed areas. Figure 3-2, page 3-5, is an aerial photograph that depicts the trees on the project site. G19. The fuel station is not proposed to operate beyond the anticipated hours stated. on page 3-10 (6 a.m. to 10 p.m.,with reduced hours on the weekend). G20. Provision of the public plaza area and bicycle parking spaces would be required for the project to comply with Chapter 18 of the Redding Zoning Ordinance. The City would ensure compliance with these requirements as part of the entitlement process for the project. Their specific design and location on the site would not �I relate to any environmental impacts of the project, and do not need to be ' addressed in this MEIR. G21. Figures 3-11 and 3-12 are produced at the scale required to portray elevations of the entire Phase 11 of the project. Figures 3-13, 3-14, and 3-15 are labeled as "Conceptual" views to clarify that these views are conceptual and subject to change, as stated on page 1-6 of the DMEIR. ' G22. The modifications are identified in the General Plan and the Buckeye Redevelopment Plan. Phase Il of the project cannot proceed without widening of the interchange. As stated in the comment and page 3-31 of the EIR, the Oasis Road/Interstate 5 interchange would need to be widened, before completion of Phase II, as mitigation to accommodate the traffic that would be created by completion of both phases of the project, as well as by other development anticipated in the vicinity. G23. Final grading plans have not been prepared for either Phase I or Phase 11, nor has a preliminary grading plan been prepared for Phase 11. The impacts of project- related grading are discussed in the EIR, including Chapter 4, Land Use and Planning; Chapter 6, Air Quality; Chapter 8, Biological Resources; Chapter 9, Redding Oasis Center Final Master EIR G-25 Responses to Letter G: Diaz Associates Cultural Resources; Chapter 10, Hydrology and Water Quality; Chapter 14, Utilities Systems and Services; and Chapter 15, Alternatives. See also Response to Comment F3. As stated on page 3-32, while a preliminary grading plan for Phase I provides for ^ balanced grading, without the need to import fill or dispose of excess soil, it is possible that a small amount of cut or fill could be required during project construction. Preparation of final grading plans, and approval by the City of Redding, would be required before the project could be implemented. Final grading plans are not required in order to analyze the proposed project at a level of detail sufficient to identify environmental impacts and appropriate mitigation measures, and to allow decision makers to make an informed decision on the project. As discussed in Response to Comment F3, Phase II is conceptual. The lack of preliminary grading plans for Phase II does not impair the integrity of the EIR's analysis of the project's significant environmental impacts relative to those issues that can be assessed without a preliminary grading plan (e.g., air quality; biological resources; cultural resources; hydrology and water quality). Additional environmental review will occur with submittal of a specific development application. G24. Preparation of a lighting plan, and approval by the City of Redding, would be J required before the project could be implemented. As stated on page 3-33 of the DMEIR, the project applicant plans to submit a lighting plan with the Building Permit application. A lighting plan is not required in order to analyze the proposed project at a level of detail sufficient to identify environmental impacts and appropriate mitigation measures, and to allow decision makers to make an informed decision on the project. The impacts of project lighting are discussed in the EIR, including Chapter 4, Land Use and' Planning; Chapter 6, Air Quality; Chapter 11, Aesthetics; and Chapter 13, Public Services. Please see Response to Comment F3. G25. Please see Response to Comment F3. A landscaping plan is not required in order to analyze the proposed project at a level of detail sufficient to identify G-26 Redding Oasis Center Final Master EIR ' Responses to Letter G: Diaz Associates environmental impacts and appropriate mitigation measures, and to allow decision makers to make an informed decision on the project. G26. Please see Response to Comment F3. Usually different materials, sizes, or colors of pavement or stones, or striping are used to identify pedestrian walkways. As part of the environmental review summarized in the DMEIR, TYLin/CCS evaluated the project site plans to identify potential safety or circulation problems associated with internal site circulation, including pedestrian safety hazards. Although no safety problems were identified, additional review by the City of pedestrian.facilities and pedestrian safety would be required once final scaled site plans are available. Review and approval by the City Engineer would ensure that final plans conform with Zoning Code requirements;and provide for adequate pedestrian safety. G27. A landscape plan, lighting plan, and other information cited in the comment are not required in order to analyze the proposed project at a level of detail sufficient to identify environmental impacts and appropriate mitigation measures, and to allow decision makers to make an informed decision on the project. Final versions of such plans need to be in accordance with the mitigation measures adopted to mitigate significant environmental impacts and must comply with City codes. Please see Response to Comment F3. G28. The statement regarding the "Draft Oasis Road Specific Plan" on page 4-1 ' identified in the comment refers to the preliminary alternatives for the Oasis Road Specific Plan discussed on pages 4-28 and 4-29. Page 4-1, first paragraph, seventh sentence of the EIR is revised to read as follows (insertions underlined, deletions shown in ct+i4wt4f b Therefore, the project's consistency with the preliminary alternatives for the Oasis Road Specific Plan Diwft Oa4s Rea4 Spe4fie Plaii is also evaluated in this chapter. G29. Removal of trees on the project site is a previous action that is not art of the J P P proposed project, and is therefore not analyzed in the EIR. Pursuant to CEQA Guidelines the setting of the project is the setting at the time of the publication of the NOP. ' Redding Oasis Center Final Master EIR G-27 Responses to Letter G: Diaz Associates G30 The area of encroachment of. Phase I of the proposed project into the floodplain is shown on Figure 10-1, page 10-2. G31. Policies that are relevant to the proposed project are listed on pages 4-12 through 4-28, by General Plan Element, and the consistency of the project with these policies is discussed at an appropriate level of detail following the list of policies for each Element. Given the voluminous amount of policies relevant to the project, a detailed explanation of consistency was not provided for each individual policy. Instead, where warranted, explanatory notes were provided r at the end of each group of policies from individual General Plan Elements.- More lements.More importantly, with respect to CEQA, the project's consistency with every policy listed in the DMEIR was evaluated and, where conflicts would or could occur, impacts were identified and discussed, with appropriate mitigation - measures recommended. Such policy conflicts were identified in the discussions of Impacts 4-2,4-3,4-5,4-6, 5-32, 10-2, 10-4, and 13-4. G32. As discussed on page 4-11, it is not up to the project sponsor to implement City policy. Compliance with applicable City policies is discussed in Chapter 4 Land ^ Use and Planning, but implementation of City policy is not addressed in the EIR, ` J as this is beyond the scope of an EIR. A listing of policies that are not relevant would be distracting to the environmental review of this project. Also see Response to Comment G31. G33. The proposed project would be subject to the City's Tree Preservation Ordinance. As stated on page 4-40, the applicant would be required to comply with the �J City's Tree Preservation Ordinance as a condition of project approval. Necessary mitigation measures that would reduce the impacts on oak trees to a less-than- ^ significant level are identified on pages 8-37 and 8-38 (Mitigation Measure 8-1). A definitive determination regarding project consistency with the City's Tree Preservation Ordinance is not required in order to describe and adopt this J mitigation measure. The mitigation measure appropriately identifies a performance standard that must be met as a condition of project approval. G34. Approval of encroachment into the flood fringe by the City is an action separate from preparation and certification of this EIR.. Such approval, if granted, would G-28 Redding Oasis Center Final Master EIR ' Responses to Letter G: Diaz Associates ' require that the proposed project comply with City regulations and procedures regarding the flood fringe. As stated on page 4-43, the project applicant would be required to receive City authorization for an encroachment, remove all project facilities from the flood fringe, or implement other mitigation identified in Section 4.4, Impacts and Mitigation Measures. Impact and Mitigation Measure 4- 3, pages 4-46 through 4-48, identify the measures that would necessary to reduce the impact of encroachment on the 100-year floodplain to a less-than-significant level. ' Mitigation Measure 4-3(d) is revised to make the summary table and MMP g Y consistent with the measure as presented in Chapter 4 of the DM:EIR and to acknowledge that an encroachment permit would be needed froin the City. Mitigation Measure 4-3(d) on pages 2-10, 4-48, and 18-6 are hereby revised as follows (insertions underlined, deletions shown in str-ikethr-^ug ): b ' d) The project sponsor shall construct engineered fill within the flood fringe to take all proposed development out of the 100—year flood zone (application and approval from the City for floodplain ' encroachment would be required), and shall subsequenti), i9r-elgar-e ) to the Federal EpAer-geiw�- Management Ageney (PUMA) and ebtain P; AND G35. It has not been determined which of the measures identified in Mitigation Measure 4-3 would be implemented. As stated on page 4-47, implementation of any one of these measures would reduce the impact to a less-than-significant level; therefore, it is not necessary to determine which measure would be implemented in order to reduce the impact of encroachment on the 100-year ' floodplain to a less-than-significant level. Approval of a Conditional Letter of Map Revision (CLOMAR) prior to project approvals are complete would not preclude this measure from beim; part of an adequate mitigation measure. A CLOMAR has not been submitted. For responses to the comments on the February 19, 2004 hydrology study, please ' refer to Responses to Comments G75 through G82, below. Redding Oasis Center Final Master EIR G-29 Responses to Letter G: Diaz Associates G36. If Mitigation Measure 4-7(a) is implemented, the proposed main driveway across the Phase I site would be designed in accordance with the City's standards for arterial roadways, including the provision of improvements identified in Section 16.13.040 of the Municipal Code, as set forth in Mitigation Measure 4-7(a), page 4-50. Modifications to the site plan implementing the mitigation would occur ` with revision of the use permit site plan in that subsequent review process. G37. As stated on page 4-51, approval by the City of a General Plan Amendment modifying the Circulation Element to be consistent with abandonment of Twin View Boulevard north of Oasis Road would constitute a mitigation measure that, J if selected and implemented, would, reduce the conflict with the Redding -- General Plan and Municipal Code to a less-than-significant level. Mitigation Measure 4-7(a), set forth on page 4-50, could also reduce this impact to a less- than-significant level. It has not been determined which of these mitigation measures would be implemented. If a General Plan Amendment were adopted, it would require an approval process by the City that would be separate from certification of this EIR. If Mitigation Measure 4.7b is chosen, the General Plan amendment would have to be approved prior to approval of the use permit in order that the project findings of consistency with the General Plan could be made. However, it should be noted that the Redding Oasis Center DMEIR addresses the potential impacts that would result from the abandonment of Twin View Boulevard. .As such, this MEIR would provide adequate environmental review under CEQA to permit the City to approve the General Plan Amendment option identified in Mitigation Measures 4-7(b). G38. The requirements for eligibility for a bonus FAR under Section 18.33.060 of the Zoning Ordinance, and how the requirements could be met, are discussed on J page 4-52 of. the DMEIR. r G39. Project effects on Hawley Road, including the number of additional lanes that would be required as mitigation, are discussed in Impact and Mitigation Measure 5-18, page 5-70; Impact and Mitigation Measure 5-19, page 5-70; Impact and Mitigation Measure 5-27, pages 5-84 and 5-85; and Impact and Mitigation Measure 5-28, page 5-85. As discussed on pages 5-62 and 5-74, these impacts would be the result, of, and the associated mitigation measures would be G-30 Redding Oasis Center Final Master EIR Responses to Letter G: Diaz Associates required by, cumulative traffic conditions rather than individual phases of the ' proposed project. As discussed on page 3-30, Phase Il of the proposed project would include construction of Churn Creek Road north of Oasis Road to the project driveway that is just to the southeast of Major 3, a distance of about 300 feet (see Figure 3-5, ' page 3-11). The Phase II project also includes construction of Churn Creek Road south of Oasis Road to the southernmost boundary of the Phase Il area (see Figure 3-9, page 3-1.7). This portion of Churn Creek Road would provide access to four project driveways. Construction of a new signalized intersection at Oasis Road and Churn Creek Road would be part of the Phase 11 development. The project would not include construction of Churn Creek Road south of the project site. The impacts of construction of these portions of. Churn Creek Road on noise are discussed in Chapter 7, Noise; impacts on air quality are discussed in Chapter 6, Air Quality; impacts on wetlands and biological resources are ' discussed in Chapter 8, Biological Resources; impacts on land use are discussed in Chapter 4, Land Use and Planning; impacts on hydrology and water quality ' are discussed in Chapter 10, Hydrology and Water Quality; and impacts on aesthetics are discussed in Chapter 11, Aesthetics. Impacts on socioeconomics ' are addressed in Section 16.6. See Chapter 4 of this Final HEIR for the text of this discussion, which has been added since publication of the DMEIR. As discussed ona e 4-17 of the DMEIR, Appendix B of the Transportation P g PP P Element of the General Plan identifies Churn Creek Road as an arterial street, and notes that the City's roadways should provide a right-of-way to ' accommodate a minimum of four lanes plus necessary turn pockets, center medians, and detached sidewalks. The Street Classification System presented in the Transportation Element of the General Plan indicates that right-of-ways sufficient to accommodate four- to six-lane arterials generally range from 84 feet to 135 feet. For discussion of the timing of Phases 1 and Il, see Responses to Comments F3, F4 and G3. G40. See Responses to Comments F4,G3, and G5. ' Redding Oasis Center Final Master EIR G-31 Responses to Letter G: Diaz Associates G41. Examining Saturday mid-day trip generation (in addition to weekday PM peak hour) is fairly common for commercial projects. The Institute of Traffic Engineers (ITE) "Trip Generation Manual" identifies peak usage of various land uses including commercial/retail establishments (i.e., shopping centers and big box retail). Saturday midday is identified as a peak usage period for such land uses.. Table 5-6 of the DMEIR shows a quantified breakdown of Saturday trip generation in comparison to a typical weekday PM peak hour, and shows that the Saturday trip generation is higher. The basis for this data was the ITE manual referenced above. G42. Since at the time the traffic study was prepared, no available data from the Rancho Cordova nor the Citrus Heights Costco was available, the trip generation rates used in the project analysis were obtained from the Kittleson & Associates study. These trip generation rates were approved by the City of Redding. Although internal trip reduction rates from that study were also previously used, in response to concerns expressed by Caltrans, the internal trip reduction between Costco and the onsite gas stations has been revised from the 72 percent r-, used in the DMEIR to 30 percent, per the City's direction. The 30-percent internal trip reduction rate was obtained from the ITE Trip Generation Handbook, 7th edition. The results of the revised analysis are presented in Appendix 1 of this document. G43. As stated on page 5-62, the Travel Demand Forecast (TDF) model was used to develop average daily traffic growth factors along individual roadways. These growth factors were applied to midday Saturday existing count traffic volumes to develop the forecasted cumulative background volumes for the Saturday midday peak hour. This is a reasonable way to forecast volumes and assess the associated impacts for the Saturday midday peak hours without the project. G44. To more distinctly isolate the project impacts from background growth, the analysis of 2025 cumulative no-project conditions addressed in Impacts 5-11 though 5-19 assumed no development on the project sites. The comparison of this scenario to the 2025 Cumulative Plus Project scenario addressed in Impacts 5-20 through 5-31 thereby highlights the effects of the project-generated traffic. In this respect, the analysis serves as a worst-case analysis and ensures that a G-32 Redding Oasis Center Final Master EIR Responses to Letter G: Diaz Associates greater share of the financial burden of traffic mitigation is borne by the project applicant. G45. All of the mitigation measures identified for project-related traffic :impacts are �. keyed to the implementation of the project phases for which the impacts were identified. These measures will become conditions of project approval, and their 1 implementation will be required before the City will grant occupancy permits for the project buildings. Thus, if Phase I1 is implemented in 2012, implementation of all mitigation measures identified for Phases I and II will be required prior to Phase 11 project occupancy. The costs of mitigation implementation will be the responsibility of the applicant unless other viable sources for cost-sharing are identified by the applicant and agreed to by the City. ' G46. The reference to the signal warrants in Mitigation Measure 5-20 was made in error, because signalization of all of the intersections identified would be required during Phase I of the project. Accordingly, the following revisions to the measure are made: Page 2-25, Mitigation Measure 5-20, is hereby revised as follows (insertions underlined, deletions shown in st+ikethr-eug4): The following mitigation measures shall be implemented -when ' . Coordination of these signals would continue to be required. Page 5-79, Mitigation Measure 5-20, is hereby revised as follows (insertions underlined, deletions shown inkethr-eug ): The following mitigation measures shall be implemented when tr-affie needed. Coordination of these signals would continue to be required. G47. In a City of Redding public meeting Howard Samuels, who works for Levenson Development, stated that, when Costco opened its doors, the applicant would pay for a signal at Gold Hills. Although the applicant proposed this in the meeting, signal warrants must be examined to determine the need for a signal at any location in the city. The applicant has madeno commitment regarding this ' Redding Oasis Center Final Master EIR G-33 Responses to Letter G: Diaz Associates signal since Costco withdrew from the EIR. No additional mitigation measure needs to be added to the EIR. G48. Several issues related to traffic mitigation measures are suggested to make the project consistent with the General Plan. It is not anticipated that a General Plan amendment would be required for this. G49. As noted in the comment and on page 4-51 of the EIR, the Phase II project would have a total FAR of 0.36, exceeding the maximum allowable FAR of 0.30. A detailed analysis of air quality impacts of the proposed project is presented in Chapter 6 Air Quality. A supplement. to the analysis that compares impacts under FARs of 0.25 vs. 0.30 is presented in Response to Comment F18. G50. The referenced statement should be clarified to indicate that the intersections affected by project traffic currently operate at acceptable levels of service and would continue to operate at acceptable levels of service with the addition of project traffic, following implementation of all identified traffic mitigation measures. Accordingly, page 6-11, third paragraph, is hereby revised as follows (insertions underlined, deletions shown in st-iket'_,-E)Ug ): r-, Carbon monoxide (CO) is the pollutant of greatest concern on the local scale. Concentrations of CO are related to the levels of traffic and congestion along streets and at intersections. The project would increase traffic volumes on streets near the project site, and therefore would increase local CO concentrations. However, high concentrations of CO can only be expected where background levels are quite high and traffic volumes and congestions levels are quite high. Shasta County can be expected to have very low concentrations of CO, and the intersections affected by project traffic currently operate at acceptable levels of service and would continue to operate at acceptable levels of service with the addition of project traffic, following implementation of all identified " traffic mitigation measures. Application of computer simulation models for forecasting local carbon monoxide concentrations is not recommended or required by the Shasta County Air Quality Management District.as part of the environmental review process. Project impacts on carbon monoxide concentrations would be less-than-significant. With respect to quantifying the statement, the entire previous 92-page chapter of the DMEIR (Chapter 5, Traffic) provides a detailed, quantified analysis of the G-34 Redding Oasis Center Final Master EIR Responses to Letter G: Diez Associates intersection operating conditions. The commenter is referred to that chapter for the quantified justification for the referenced statement. G51. The impact of removal of oak trees would be reduced to a less-than-significant level by implementation of Mitigation Measures 8-1(b) and 8-1(c), page 8-38, rather than Mitigation Measure 8-1(a), which calls .for development of a ' landscape plan. G52. The planted trees would be replacement for removed trees. The survival rate depends upon maintenance, especially to younger seedlings. The 15-gallon trees do not need to be oaks. Again, the survival of the 15-gallon trees (they do not need to be oak trees) depends upon maintenance and the type of tree selected. ' G53. As listed on page 3-36, the proposed project may require a U.S. Army Corps of Engineers 404 Permit, which governs specified activities in-"other waters of the United States," including wetlands. Mitigation Measure 8-3, pages 8-40 through 8-42, identifies measures necessary to reduce the impacts to wetlands, including .vernal pools, to a less-than- significant level. This mitigation measure states, among other actions, that "The project sponsor shall obtain a Section 404 permit from the U.S. Army Corps of Engineers and a Section 1603 Streambed Alteration Agreement from the ' California Department of Fish and Game, and shall comply with. all permit conditions and mitigation measures required by these agencies." The reference to Cottonwood Creek Mitigation Bank was an example of possible locations to purchase the credits, not a requirement. The identified agencies could require higher mitigation ratios, and in that case they would not :issue permits unless those mitigation ratios are met. Page 8-40 Mitigation Measure 8-3a, last sentence is revised as follows (insertions underlined, deletions shown in 1-1 )• These ratios shall iA be applied towards ani off-site mitigation credits required by the Corps or CDFG related to loss of these wetland features. Redding Oasis Center Final Master EIR G-35 Responses to Letter G: Diaz Associates G54. The impacts of diversion of the intermittent creek on the project site and required U.S. Army Corps of Engineers permits are discussed in Jurisdictional Wetlands and Regulation of Activities in Waters of the United States, pages 8-26 through 8- 33, and in Impact and Mitigation Measure 8-3, pages 8-39 through 8-42. Implementation of Mitigation Measure 8-6 would provide some stormwater to the intermittent creek south of the project site. See also Response to Comment B7. According to the project hydrologist, Dr. Humphrey, the hydrological modeling for the project looked at a worst-case situation with all of the runoff from the project site diverted to Salt Creek, directing some of that flow to the intermittent creek south of the project site would not have a substantial effect on results or conclusions of the hydrological modeling. ^ G55. As explained on page 10-17 of the DMEIR, first full paragraph, detention basins are a measure that is often used to mitigate increased 100-year.flood elevation increases. However, as explained in the paragraph, a detention basin would not be an appropriate mitigation measure at this location. Additional review and modeling of the project hydrology since the publication of the DMEIR has confirmed and further clarified the hydrology findings in the DMEIR. The results of those additional studies are included in this Responses to Comments Document in Appendix 5 under the detention analysis. The additional hydrological studies further document on-site and off-site options for detention and retention facilities to eliminate the peak flows on the property immediately north and south of the project site. Among the key findings and clarifications are: • As identified in the DMEIR, theproject would cause minor increased in peak stormwater flows and elevations from the new point where the intermittent stream enters Salt Creek (the rerouting of the intermittent stream changes the entry point to Salt Creek to the northern boundary of the project site, rather than the existing entry point which is about 1,200 feet south of the project site) to the existing confluence that is approximately 1,200 feet south of the project site. Due to the increased water in this portion of Salt Creek there is also an upsteam effect due to G-36. Redding Oasis Center Final Master EIR Responses to Letter G: Diaz Associates 1 the backwater. These effects are the result of rerouting the intermittent ' stream. • The property immediately downstream (on the west side) would have 0.255 acres of increased property area within the 100-year contour. Upstream effects would add 0.15 acres (an average of .06 feet in elevation ' for a distance of 900 feet) of increased property area within the 100-year contour. ' The increases in peak flows and elevations upstream and downstream are the result of the rerouting of the intermittent steam. The increase in ' impervious surfaces actually reduces the increase in peak flows and elevation that would occur from the rerouting of the intermi.ttent stream as compared to the rerouting of the intermittent stream with no site development (increase in impervious surfaces). • At all locations beyond 1,200 feet south of the project site, the project would have minor beneficial effect on peak stormwater flows and elevations because it would increase the separation between the timing of the peak flows in Salt Creek and Churn Creek. This is explained in the DMEIR on page 10-16 as follows. "Under current conditions, runoff from the project site enters Churn Creek approximately 1.1 hours before the ' Creek's peak flow. Following construction of the project, runoff from the project area would precede peak flows in Salt Creek and in Churn Creek by approximately 1.9 to 2.0 hours." • (1) Project Site Runoff Detention. Because the peak flow from Phase I of the proposed development would occur even earlier than the peak flow ' under pre-project conditions, it is not feasible to use a detention facility whose purpose is control on-site runoff to pre-project levels, as this site this type of detention facility would delay flows from the site and cause undesirable increases in Churn Creek flow downstream during or near the period of peak flow. Redding Oasis Center Final Master EIR G-37 Responses to Letter G: Diaz Associates • (2) Bypass Tributary Detention Storage. For bypass tributary detention storage, Appendix 5 indicates that an on-site retention facility of 17 acre- feet would reduce flows in Salt Creek by 50 cfs (compared to the project), less than 50 percent of the increase due to the bypass. The increase would still be considered a significant impact because it would still result in greater than a zero increase in the area of the 100-year flood on this portion of Salt Creek. This detention option would reduce peak flows on Churn Creek. • (3) Main channel detention storage. Main channel detention storage can be effective at reducing peak flows downstream, since the hydrograph peak coming from upstream runoff source areas usually determines peak discharge at all downstream locations. However, this alternative does not r have a reasonable location for a detention structure, since it requires extensive dikes, outlet works, scour control, a spillway, and has a large back-up inundation storage area. A potential structure was evaluated which reduced the 100-year discharge peak downstream on Salt Creek to pre-project values. It was located as shown on Figure 10 in Appendix 5 of the Final EIR, with an affected area for the 100-year flood of approximately eight acres, with a multiple opening box culvert six ft high and 50 ft wide, and 500 ft of embankment dikes. The 100-year water surface elevation at the detention dam would increase 2.0 ft from 634.0 to 636.0 ft MSL. The 100-year water surface increases upstream for 450 ft. r-. The additional inundated area, above the existing 100-year floodplain, is 1.4 acres. This alternative would require substantial land purchase and potential environmental studies and permitting. The feasibility of this alternative should be compared with the loss of 0.25 acres downstream on Salt Creek due to the project. The estimated upstream loss of 0.15 acres r would not be mitigated by this measure but the impact would be exacerbated. This mitigation does not seem practical or feasible to mitigate the 0.25 acre downstream impact. More property would be affected by the mitigation than would be affected by the impact being _. mitigated. This detention option would reduce peak flows on Churn Creek. _^ G-38 Redding Oasis Center Final Master EIR Responses to Letter G: Diaz Associates • (4) On-site Retention Storage of Bypass Tributary. The only way to reduce the Salt Creek 100-year flood increase on-site would be with on- site retention storage for the volume of the bypass 24-hour runoff (60 acre-feet). The retention facility would need to be pumped and drained after a storm event. A retention pond 6 feet deep would cover an area of 10 acres, near the north boundary of the Oasis Center project site, or approximately one third of the area of the project site north of Oasis Road. Site topography does not have a reasonable location for a retention ' pond of this size. Excavation of a storage pond of this size would require. extensive blasting of bedrock. This retention option would reduce peak ' flows on Churn Creek. L For reasons identified in (1), (2), (3), and (4) above, these on-site.and off- site mitigations for the loss of 0.4 acres off-site from the 100-year flood levels do not seem feasible for the project. Either detention or retention on-site would require far more land than the 0.4 acres that would be mitigated, and only option (4), the full retention option, could reduce the significant impact to a zero impact. Furthermore, eventual development of the property to the south would probably require an extension of Churn Creek Road. The increase identified by the rerouting of the intermittent stream for this project (the Redding Oasis Center) would all ' occur within the likely area of fill (on the property to the south) for the right of way of Churn Creek Road that is shown in the City General Plan. ' Mitigation Measure 10-2c would not mitigate any physical effect of the project and is removed as a mitigation measure. This requirement would be handled under the CUP process to conform with the requirements of Zoning Code Section 18.51.080. Several text changes to Chapter 10 of the DMEIR-are necessary to further clarify these points. These changes are described below. Pages 2-53 and 10-13, Impact 10-2 are revised as follows (insertions underlined, deletions shown in.s#r41c� atilt ' Redding Oasis Center Final Master EIR G-39 Responses to Letter G: Diaz Associates Impact 10- The Yfa„es en dne ro'a^ a..e to the proposed project could increase runoff and offsite flooding potential and affect the City's storm drainage system. (S) Page 10-16, the fifth sentence in the second paragraph is revised as follows (insertions underlined, deletions shown in �): Because the peak flow from Phase I of the proposed development would occur even earlier than the peak flow under pre-project conditions, - creation of off-stream stormwater detention facilities at the project site ate-type-e€.Eletention fae44y to control project site runoff would delay flows from the site and cause undesirable increases in Churn Creek flow downstream during or near the period of peak flow. Other scenarios reviewed in the Updated Hydrology Analysis AI212endix 5) could partially or fully mitigate peak flow increases on Salt Creek without having any undesirable increases in peak flows on Churn Creek. Page 10-16, the following paragraph is added before the last paragraph on the page (insertions underlined, deletions shown inkethr-eug4): It would be theoretically possible to build a regional detention facility on Salt Creek north of the project site to eliminate the increase in runoff and offsite downstream flooding caused by the project. However, such a project is not deemed practical because it would require flooding more acres north of the project site than would be mitigated by the measure south of the project site and require significant engineered structures within the main channel of Salt Creek north of the project site. In addition to the cost of such structures, which would be extremely expensive, modeling indicates that a detention facility north of the site would inundate about 8 acres north of the facility in the 100-year flood, an increase in this location of 1.4 acres, in order to eliminate the impact downstream of approximately 0.25 acres of land. Page 10-17, first paragraph, final two sentences are deleted as follows (insertions underlined, deletions shown in stfi1Nethr-eugh): J G-40 Redding Oasis Center Final Master EIR Responses to Letter G: Diaz Associates tnet be r-eqii-iir- Page 10-17, the second sentence in the paragraph is hereby revised as follows (insertions underlined, deletions shown in sty-iled-&eugk): However, detention basins or retention basins (see Updated. H ddrologY Analysis, Appendix 5) that would substantially reduce. the increase in peak flow on Salt Creek, including on-site or off-site on-strearn scenarios, are impractical for this project and therefore not feasible for this project because they would require far more land than the 0.4 acres that would be mitigated., a++�-tylge ef detention faeilit� for- the jqr-ejeet would delay t4ews f+8+n tl4e ' Page 10-17, the last paragraph is hereby revised as follows (insertions underlined, deletions shown in ): ' The increased peak storm flows and peak flood elevations caused by the rerouting of the intermittent stream would occur downstream of the Phase II site for a distance of approximately 1,200 feet. A minor increase in peak flood elevations (but not stormwater flows) was also found in the model results just upstream of the project site. The upstrearn increase in peak elevations averages 0.06 feet for 900 feet upstream and is estimated to increase the area inundated by the 100-year flood b ay bout 0.15 acres). It is City policy that there be no increase in peak runoff rates downstream of new development. General Plan Policy HS21-1 requires new development to demonstrate that existing and/or planned drainage facilities are adequate to accommodate stormwater runoff from a project site, to prevent an increase in offsite peak runoff rates, and to avoid L increases in flood elevations. However, such increases are permissible with the written consent of all affected property owners. Although the project applicant is in possession of written permission 'e-r f-he i^^r^-a^^a flews from the sole affected property owner immediately to the south of the Phase 11 site to divert the intermittent drainage running in a north- south direction across the Phase I and II sites to Salt Creek, the proposed project would still conflict with City policies restricting dewi-st+ea1:R off- site increases in peak storm flows and flood elevations Based on the assumption that detention of these increased flows is not a viable option, -and- %xiwheut -;; fi-4-11 df-ainage release agr-eei+ient -4.441; 41;e af-&-Qeted ' t Tack 14...,..191..-ey n-eje,,4 Hyd..a1..,.: . iFwAunieatian,P,,..,... ber-48,29 Redding Oasis Center Final Master EIR G-41 Responses to Letter G: Diaz Associates these increases in peak storm flows and peak flood elevations for approximately 900 feet north of the project site and 1,200 feet south of the project site along Salt Creek immediately south of the Phase II site constitute a significant unavoidable impact. Page 10-18, the fourth paragraph is hereby revised as follows (insertions underlined, deletions shown in s, _'"}i,, a- . . .t ) After implementation of Mitigation Measures 10-2a and 10-2b the physical increase in peak stormwater flows and flood elevations would remain 1441t Wgig 4AXA1414 R a significant, unavoidable impact. Pages 2-53, 10-18, and 18-40 Mitigation Measure 10-2 is hereby revised as follows (insertions underlined, deletions shown in str4 etl4r-aug1 ): Mitigation Measure 10-2 a) The project sponsor shall design and construct the proposed storm drainage channel leading to Salt Creek, along the northern boundary of " the Phase I site, to accommodate a 100—year storm. In addition, as required by Mitigation Measure 8-3(c), final design of the drainage channel or enclosed pipe along the north property line shall fiillp meet the requirements of the Streambed Alteration Agreement with the CDFG. Cnr_rg ;4di_„a_,a t4Qk Ae k4 ep*kent feasible 944; 41,1 i»a e b) The project sponsor shall provide landscaping to enhance the visual appearance of the drainage channel from adjacent development and r-, public areas. r-, Page 10-22, the first sentence is hereby revised as follows (insertions underlined, deletions shown in s# it 0): With the exception of increases in peak stormwater flows and flood elevations on the project site, the minor increase (a rise in peak 100-year elevation of 0.06 feet) starts where the tributary bypass enters Salt Creek and extends 900 feet north of the site, and for 1,200 feet immediately downstream of the project site, hydrological modeling has G-42 Redding Oasis Center Final Master EIR Responses to Letter G: Diaz Associates shown that tThe proposed project would not contribute to peak _ stormwater flows in Salt Creek or Churn Creek, and therefore would not contribute to cumulative flooding or stormwater impacts. G56. Impact and Mitigation Measure 10-2, pages 10-13 through 10-19, present the ' reasons detention would not be required to mitigate project-related storm water flows. Detention is not prescribed as mitigation because detention would not be an effective means of mitigating the peak stormwater flows in Salt Creek or Churn Creek. ' - G57. The commenter does not specify what changes in the fire protection policies of the City have occurred that might alter the validity of Mitigation Measure 13-1. However, as noted in the DMEIR, CEQA does not require a Lead Agency to impose additional mitigation requirements for impacts that have previously been radequately addressed. The project's impact related to an increase in demand for fire prevention and suppression services was previously identified in the Environmental Impact Report for the Buckeye Redevelopment Plan, and mitigation was identified to reduce the impact to a less-than-significant level. Mitigation Measure 13-1 simply incorporates the previously adopted mitigation measure from the Buckeye Redevelopment Plan EIR, with an additional requirement added by the City to require fair-share funding for any special additional fire- fighting training, equipment, or capital improvements needed to adequately ' serve the development. Fair-share funding would be based on the project's contribution to demand for fire services as a percentage of total demand for such services requiring any special training, equipment, or capital improvements. Compliance with the mitigation measure would be required as a condition of project approval. With respect to property tax revenue and its use to fund fire ' protection services, this is an economic issue rather than an environmental effect of the project, and as such is beyond the scope of this EIR. G58. As discussed on pages 14-17 and 14-18, the existing sewer lines between the project site and the Stillwater Treatment Plant have adequate capacity to convey anticipated wastewater flows from the proposed Phase I and Phase Il developments. Nevertheless, as discussed on page 14-8 of the EIR, the Master Sewer Plan currently projects that conveyance capacity of the mains serving the project site will need to be expanded within 20 years, if not sooner:. The City- Redding Oasis Center Final Master EIR G-43 Responses to Letter G: Diaz Associates wide sewer connection fees being charged to new residential and commercial development within the Churn Creek basin are planned to fund such capital improvements as this sewer line capacity expansion, and therefore would serve to adequately mitigate the impact of the proposed project. G59. No mitigation is required for Impact 14-1, which was identified as a less-than- significant impact in the DMEIR. However, it should be noted that, as discussed on page 14-5 of the DMEIR, the water supply assessment for the proposed project concluded that the projected water supplies available during normal years, single dry years, and multiple dry years should be sufficient to meet the projected domestic demand associated with the proposed project through the year 2020. Therefore, if implementation of the project is delayed beyond the projected dates identified in the DMEIR, there will still be a sufficient water supply to meet the demand of the project. The second sentence under Impact 14-1, page 14-15 of the EIR is revised to read as follows (insertions underlined, deletions shown in ): F+r A water supply assessment prepared for the project in compliance with SB 610 verified that domestic water supplies would be adequate for the proposed project through the year 2020. Phase II, page 14-17 of the. EIR is revised to read as follows (insertions underlined, deletions shown in Impacts 14-1 and 14-2 would apply to Phase II of the project. Similar to Phase I, commercial/retail buildings and a gas station are proposed for Phase I1 and fire flow requirements would be similar. As discussed in Impact 14-1, above, City water supplies are projected to be sufficient to meet water demand in 2005, the anticipated year of completion of Phase J II. A water supply assessment prepared for the project in compliance with SB 610 verified that domestic water supplies would be adequate for the proposed project through 1 the year 2020. Mitigation Measure 14-2 would also mitigate the impact related to adequate fire flow associated with development of Phase II. Implementation of Phase II would not create any additional impacts not already addressed for Phase 1. G60. The Bureau of Reclamation has indicated to the.City (in a January 14, 2003 e-mail message) that the agency would not object to the Bella Vista Water District providing water to the project, noting only that the water must be measured and G-44 Redding Oasis Center Final Master EIR Responses to Letter G: Diaz Associates accounted for under the City of Redding's existing water supply contract with the Bureau of Reclamation. Mitigation Measure 14-2 provides two valid options for mitigating the impact related to adequate fire flow, including installation of a 16-inch water line in Oasis Road, as suggested by the comment. Implementation of either measure would reduce the impact to a less-than-significant level. This approach of providing more than one option for meeting a performance standard is consistent with the CEQA Guidelines. G61. See Response to Comment G59. G62. If the intermittent creek could not be re-directed along the northern boundary, ' the applicant has no alternative plan. G63. No impacts associated with the gas line relocation were identified, aside from minor construction disruptions that have already been identified for the proposed project. Selection of a preferred gas line alignment will be up to PG&E. Three feasible alignments are described in Mitigation . Measure 14-7; identification of the ultimate alignment is not required to ensure the adequacy of Mthis MEIR. G64. A project's contribution is less than cumulatively considerable if the project is required to implement or fund its fair share of a mitigation measure or measures 1 designed to alleviate the cumulative impact, and as stated in Cumulative Impacts, page 14-22, last paragraph, the proposed project would be required to pay connection fees -and/or service .charges, which would offset the cost of providing the services. A cost-benefit analysis is not required under CEQA. ' G65. An EIR is required to describe a reasonable range of feasible alternatives that could feasibly attain most of the basic project objectives and would avoid or substantially lessen any of the significant environmental effects of the proposed project. As discussed on page 15-3, second paragraph, the Environmentally- Sensitive Alternative (Alternative 4) has been designed to reduce or eliminate the significant environmental effects of the project, including project elements that do not comply with the Redding General Plan. This alternative would be comparable in its environmental effects to an alternative that is consistent with the General Plan, and thus fulfills the purpose of the commenter's request with ' Redding Oasis Center Final Master EIR G-45 Responses to Letter G: Diaz Associates respect to the analysis of alternatives. The Reduced Project Alternative is also consistent with the General Plan. G66. Please see Response to Comment G13. J G67. Determination of project design is beyond the scope of an EIR. As required by CEQA, this EIR analyzes the project as proposed. The potential for any delay -� that may occur during the project approval process is both speculative and beyond the scope of this EIR. G68. As stated under Alternative 2 - No-Project Alternative B, page 15-10, this alternative would involve another similar land use application that also focuses on Regional Commercial uses, because the property is designated Regional Commercial in the General Plan and has appropriate zoning. As such, it would have similar effects on biological resources, including wetlands, as the proposed project. The EIR does include Alternative 1 -- No Project Alternative A, which could avoid all the wetlands. As state on page 15-9 of the Draft MEIR: Because smaller-scale development would not require the mass grading of the site, this alternative would be able to avoid the more sensitive biological resources on the site. It is likely that this alternative would allow for the preservation of most of the 1.341 acres of waters of the U.S. that are on the site (0.426 acres on the Phase I site and 0.915 acres on the Phase II site). This would include on-site avoidance of 0.257 acres of vernal/intermittent pool habitat (0.058 acres on the Phase I site and 0.199 acres on the Phase II site) that is potentially suitable habitat for special status species, such as vernal pool fairy shrimp, vernal pool tadpole shrimp, and California linderiella. The intermittent creek that runs through the center of both the Phase I and Phase II sites would probably not be filled given the less intensive development. r—, G69. With the latest trip generation information presented in this Responses to Comments Document, the broad comparison remains unchanged, the traffic impacts of Alternative 3 would be less (L) than the project. If it was not clear in the Draft MEIR, the simple conclusion is that with less traffic the level of service (intersection operations) should be better and the traffic impacts would be less (L) for Alternative 3 than the project. G-46 Redding Oasis Center Final Master EIR Responses to Letter G: Diaz Associates 1 Implementation of the Reduced-Density Alternative would result in the generation of fewer vehicles trips to and from project site, compared to the proposed project. Phase I of the project generates 32% more trips during Saturday midday peak hour. Phase 1I of the project generates 121% more trips during Saturday midday peak hour than Phase II of Alternative 3. The approximately 850,000 square feet of commercial development in Phase I1 of the proposed project would result in 2,931 weekday PM peak-hour vehicle trips (the sum of both inbound trips and outbound trips), and 4,238 Saturday midday peak-hour vehicle trips (see Table 5-17 of Appendix 1 in Volume II of the Responses.to Comments Document). The approximately 587,000 square feet of commercial development in Phase II of the Reduced-Density Alternative would result in 1,423 weekday PM peak-hour vehicle trips, and 1,921 Saturday midday peak-hour vehicle trips (see Table 1 of Appendix 2 in Volume II of the Responses to Comments Document). Compared to the proposed. project, the Reduced- Density Alternative would result in 1,508 fewer weekday PM peak-hour vehicle trips, and 2,317 fewer Saturday midday peak-hour vehicle trips. MAs stated above, the comparison is between Phase II traffic volumes of Alternative 3 compared to Phase II traffic volumes of the project. Detailed traffic analysis of Alternative 3 (as revised) is provided in Appendix 2 of this Responses to Comments Document. G70. The FAR would actually increase on the Phase I area north of Oasis Road. The overall shrinking of the site boundaries to address other environmental and planning constraints would reduce the area available for parking. As suggested in the comment, a final refinement to this alternative could be further reducing building areas so that parking ratios are met. However, as the alternative is defined, the referenced statement is correct. See pages 15-1 through 15-6 of the DMEIR regarding the range of alternatives evaluated in the DMEIR. G71. The last paragraph of Traffic, page 15-20 states "Based on trip generation, the traffic impacts of Alternative 4, in terms of level of service, are likely to be less than the proposed project." This conclusion is based on the estimated trip generation of this alternative, which is quantified in the first three paragraphs of Traffic, page 15-20. As the CEQA Guidelines (Section 15126.6(d)) state that Redding Oasis Center Final Master EIR G-47 Responses to Letter G: Diaz Associates discussion of environmental effects of alternatives may be in less detail than the discussion of the project as proposed, further quantification of the potential traffic impacts is not required. G72. The Circulation Plan contained in the Circulation Element of the General Plan identifies a future arterial extending from Oasis Road in a northeasterly direction across the alternative site, connecting with Cascade Boulevard. This alignment would bisect the alternative site. The Off-Site Alternative would also conflict with the General Plan in that the majority of the site is not designated for Regional Commercial land use. - The commenter is correct that it would be possible to design a project on this alternative site that would avoid displacement of the existing businesses on Cascade Boulevard. However, an integrated regional commercial development would be constrained in design if it were forced to integrate existing businesses, which include a gas station. This was the basis for the assumption of business displacement in the analysis of Alternative 5. Existing businesses not located on the alternative project site would not need to be displaced. The comparison to �~ the Phase I1 project is not a relevant one because the existing businesses along Twin View Boulevard are not located on the project site. The discussion on page 15-23 of the DMEIR states that the alternative could exceed the allowed FAR, depending on the site plan. This implies, as noted in the comment, that a site plan could be developed that would not exceed the FAR limit. The comment that the residential development southwest of the alternative site is not dense is noted. The referenced discussion does not state or imply that the existing residential development is dense. G73. As noted in Existing Land uses, On-Site Land Use, page 4-2, first paragraph, the J proposed project site was formerly covered to a large extent by blue oak woodland; the portion of the site west of Twin View Boulevard, approximately 10 acres, remains wooded. The majority of the trees on the rest of the site were r� removed about 12 years ago, though trees and other riparian vegetation growing along Salt Creek and the unnamed intermittent drainage that crosses the site G-48 Redding Oasis Center Final Master EIR r Responses to Letter G: Diaz Associates were left intact. This tree removal was not part of the proposed project analyzed in this EIR. As discussed in Biological Resources, page 15-25, the number of trees that would need to be removed at the off-site alternative would be more than two times more than the trees that would need to be removed on the proposed project site. As discussed in Biological Resources, page 15-25, this alternative would involve filling of ponded seasonal wetlands, actions similar to the proposed project. As ' indicated on page 15-25 (last paragraph), the determination of: biological resources on the Off-Site Alternative was made based upon a review of aerial photos of the site and site drive-bys. This being the case, the amount of wetlands was not quantified. The CEQA Guidelines (Section 15126.6(d)) state, discussion of environmental effects of alternatives may be in less detail than the discussion of impacts of the project as proposed; therefore, further quantification of the potential area of wetlands that would be filled is not required. G74. As discussed in Cultural Resources on page 15-26, this alternative would avoid destruction of archaeological site CA-SHA-551, resulting in no impact to this archaeological site; however, as discussed on page 15-26, available information indicates that implementation of the off-site alternative could adversely affect archaeological resources at the alternative site. Although the proposed project site would not require a detention basin (see Impact 10-2, pages 10-13 through 10-19), development of the Off-Site Alternative is anticipated to require a detention basin for two reasons. First, development further upstream is more likely to require detention. Previous studies in the area (as summarized in the Storm Drainage and Water Quality Chapter Buckeye Redevelopment 1998 Draft EIR and in the Oasis Road Hydrology Report for this EIR) have found that development upstream of 1-5 (such as the Off.-Site Alternative) normally requires detention, while developments downstream of I-5 - (such as the proposed project) generally do not. Secondly, unlike the proposed project, the Off-Site Alternative would not have a drainage channel that would have the effect of speeding flow to the creek, with the result that some form of detention could be needed. A site-specific hydrological analysis would be 1 needed to make final determinations on the need for detention at the Off-Site Redding Oasis Center Final Master EIR 7-49 Responses to Letter G: Diaz Associates Alternative location (Alternative 5). For additional information on why detention would not be required to mitigate project-related storm water flows, see Responses to Comments G55 and G56. The last sentence of Hydrology and Water Quality, page 15-26, is revised to read (additions underlined) as follows: Implementation of this alternative would probably delay the need for construction of Churn Creek Road and its consequent encroachment into the floodplain of Salt Creek, which also would probably delay any flood hazards associated with development within the 100-year floodplain. The large areas of.parking and buildings would be impervious surfaces at the project site or at the Off-Site Alternative location, which would both serve to impede groundwater recharge. G75. See Response to Comment G62. G76. See Response to Comment G77. G77. The numbers heading the columns of Tables 1a, 1b, and 1c (#1, #2, and #3) refer to the respective conditions listed under Land Use at the top of page F-3. "#3 minus #1" shows the flow changes between without-project and with-project conditions. G78. If "the tributary flow path and routing project subbasin runoff directly to Salt - Creek" does not occur, it is unlikely that detention storage would be required, based on earlier analysis for this alternative. The current models have not investigated this condition, since it is not part of the proposed project. G79. As discussed on page 10-16 of the DMEIR, there is a time lag before peak flows occur in downstream areas, such as Salt Creek and Churn Creek near the project site, due to the time required for stormwater to flow from the upper portions of a watershed to downstream areas such as the proposed project vicinity. As a result,'runoff from the project area, which is nearer to Salt Creek and Churn Creek, enters these waterways before peak flows occur. Under current conditions, runoff from the project site enters Churn Creek approximately 1.1 hours before the Creek's peak flow. Following construction of the project, runoff G-50 Redding Oasis Center Final Master EIR — ResF onses to Letter G: Diaz Associates from the project area would precede peak flows in Salt Creek and in Churn Creek by approximately 1.9 to 2.0 hours. Thus, the peak flow from the project site, both under current conditions and with the proposed project, would occur earlier than the peak storm flows in Salt Creek and Churn Creek below the Iconfluence with Salt Creek. The purpose of a detention facility is to delay flows of storm water, which in many cases aids in managing stormwater flows. tHowever, as discussed in Response to Comment G55 and Appendix 5, the Final EIR Updated Hydrology Report, a detention facility to contain ori-site runoff would delay flows from the site and would cause flow increases downstream in. Churn Creek during or near the period of peak flow. Any increase over 0 cfs is not allowed by the City. G80. The smaller hydrographs, labeled B4682B and B4690A, represent runoff from the ( project. The other hydrographs, C4652A (mouth of Salt Creek), C1108A (Churn Creek downstream of Salt Creek), C1292 (Churn Creek downstream of Dry rGulch), C3120 (Churn Creek downstream of Boulder Creek), and C1976 (Churn Creek near mouth) represent locations downstream. By reading the time scale, one can see that the peak flow for the "B" project hydrographs precedes the peak flow for the "C" hydrographs by one to two hours. This means that any attempt (via detention) to delay "B" project flows would increase the downstream "C" peaks. G81. "CN" means the NRCS curve number for runoff modeling. Overland Flow is one of several components describing the flow path: (1) overland flow (2) concentrated flow (3) ditch or pipe flow (4) additional ditch or pipe flow The three flow paths are described similarly: "TRAP" is a ditch. "GUTTER" is concentrated flow or street gutter. i Redding Oasis Center Final Master EIR G-51 Responses to Letter G: Diaz Associates "PIPE" is a storm drainage pipe. The three flow paths are cumulative and are further described by Length (feet), Width (bottom of diameter in feet), Slope (slope or gradient of path in feet/foot), and n (Manning's coefficient of friction). G82. The other lines on Figure 1, referred to in the comment, are the subbasin boundary lines for HEC-1. The existing (without project) and future (with- project) 100-year flood elevations, corresponding to the cross section locations shown on Figure 1, are presented in Table 1, page F-8. G-52 Redding Oasis Center Final Master EIR ' LETTER H June 3, 2004 Mr. Jim Hamilton Director of Development Services City of Redding 760 Parkview Redding, CA 96001 Re: Comments on Redding Oasis Center(EIR.-2-.022) Dear Sirs: We, the undersigned business and landowners along.Twin View south of Oasis would like to propose a different alignment for Twin View Boulevard. i The alignment as proposed by the mitigation in the EIR will be dama ina to our g P p g g b businesses and is not consistent or necessary for the well planned future of the area. H1 Because the Specific Plan has been directed to be prepared without Twin View going north of Oasis, it is not appropriate or necessary to consider Twin View south of Oasis as a major arterial, especially as regards the radius curve of 1000 foot that is shown on the site plan. The result of this design will be to bypass the businesses on Twin View, thereby damaging their ability to offer convenience to their customers. We propose a different alignment, which is attached.. It allows for traffic to safely pass through the area and not bypass the existing businesses. Please use this alignment when certifying the ETR California Trailer.and RV Harrison's Marine H-1 i _ ._.. w -�'xtiiartrty _ • •� � yypq� (r�Q, ,R i � 1 � �� a� ry ++I 0 < qh f 'F I ^' i .ill _ f v! N� 08 W E� H-2 r Responses to Letter H: California Trailer and RV and Harrison's Marine . ' Responses to Letter H: California Trailer and RV and Harrison's Marine 1-11. Comment noted. See Response to Comment E8. CEQA Section 15131(b) notes that an economic effect of a physical change to the environment may be `. considered to determine the significance of that physical change on the environment. In either alignment, the impact to the physical environment is essentially the same. CEQA Section 15131(a) directs that economic effects of a project shall not be treated as significant effects on the environment, When a specific project design is considered and the project site plan is reviewed for the use permit, the specific alignment of Twin View Boulevard south of Oasis Road ' will be considered and the impacts to businesses further considered. i 1 1 1 1 Redding Oasis Center Final Master EIR H-3 I Responses to Letter H: California Trailer and RV and Harrison's Marine n (This page intentionally left blank) 77 i i �1 i • +I ?'r I � i J H-4 Redding Oasis Center Final Master EIR LETTER I 1 Wildauer, Jim 1 From: w Manuel, Kent Sent: Tuesday, June 15, 2004 1:04 PM To: Wildauer, Jim Subject: FW: Redding Oasis Center DMEIR Comments &OSP NOP Comments Follow Up Flag; Follow up ' Flag Status: Flagged Jim. Gail`s cooments on.the DMEIR are attached. Kent ---=Original Message----- From: Gail.Rich@CH2M.com [mailto;Gail.Rich@CH2M.com] Sent:Tuesday, June 15, 2004 10:45 AM To: Manuel, Kent le4tree@c-zone.net; rdajo@snowcrest.net; Cc: Corontz@aol.com; john.schuller@beale.af.mil; eag flobob@shasta.com; RNBVFZ@webtv.net; bwilliam@chw•edu;babeshelll@charter.net; car{sc@a-zone.net; r carolynh pasta. om; R stacyguthriel@sbcglobal.net;jenndale@batnet.com; dencourt@sbcglobal.net; cturbin@shast rkl2. @n nc ta tnd@te .net, bud1035@digitaltarompncefam@zonenestmit h@charter.n et; kakliewer@aol.com; erdocsmom@charter.net;.puamana9c@juno.com; Ifleck@charter.net; jay_32655@msn.com; mego530@chZrtee.net; karlsson@charterenetepat999@ harter.netzone.net; mncgrandfield@juno.com; dread@co pcpollock@shastacollege.edu; oldhack@c-one..net; sbarth@interstateoil.com; heywoodmail@sbcgloba .ne ; ktswanson@charter.net;.othy@shasta.c om Subject: Redding Oasis Center DMEIR Comments & OSP NOP Comments Kent ritten cornn-tent", Per o-ur conversa.tiori on.this past Friday, please :f.ind attache(f tOashe iSrCenter DMEIR. Lf: you. associated witl' the Oasis Spedfic Plan NOP and the Redding would please, as ciiscu.ssed fo:rttira.rd the Div1BIR cc?n�mc'tl e to Jim.cin 1-11vWill at (530) 604 cl_90l Ga 1 I appreciate it. if yoci Have any clulestions, ple,jse contact 1 a n.curi.ently- in Olclah.orn:a City on :1,1y wil, to)San �1:nto:nio `�:'exas a.n�I dont Yl.ave consititi�.n.t access to e1u.a_l.l. 1 ['hank you. Gail L. Rich I AA/i h/?.004 _ r i I t the extension of Churn Creek/.Hawley Road nt in or around Oasis Road that includes with r es Hawley Road,Churn Any develop me eam impacts to the area extendh1g tat�'°f the Oasis Road area significant cumulative and downstr. s will have signif' as well as the wetlands areas justnorth O Hawleydthat the 's area includes the Blossom ParkFairway Estates,Ridgewood to SR299E• This DMEIR is reported Creek Park and North Ridge terDraftft En r nrnental Impact Report( ) makes nu ddin Oasis the extension of Churn Creek it still,honWe�sesunumerous 1� While the Redding Creek/Hawley Road extens am,to the Churn Creek/ Y development of OaY�X and in di�t requrr references,both u1 as be included in the EIP�for this development on the basis o guidelines mandate that the aforementioned are ` cumulative and downstream impacts. . discussing this particular subjectac�e extensionion of.Churn ed in the ma oad carries with it the following brief description of imp As has been stmany meetings Creek/Hawley R Hawley Road. 1. The loss of homes along residents especi�ly along Hawley Roaens from 2. The loss wetlands and inhabitants due to the filling of these area • rd from ent as well as residents of.Blossom Park and North Ridge a i Increase in traffic accidents and�vrgatron difficulties or r 3. tiro traffic to the Oasis develop j tiro traffic to the Caterpillar Industrial pax tier traffic 4. ' Substantial increase in noise from the resul g `` I 5. Increase in pollutionin a I 6. Increase in crime. e commercial development of the Oasis A��years flo aplain• potential for flooding due to th 7. Increased p the wetlands,including a good deal of area that is in the sizeable portion of od capacity of the creek channel causing increased water surface elevations Doing so will reduce areas(i.e•backwater effect). CEQA because it does not either � upstream of the filled �. As such,the Redding Oasis Center DMEIR does not meet the requirements ac s. J ' above issues or,if it does, does not adequately address the we formally submit the following address the ab Oasis Center DME Of the issues that Were addressed in the Redding cor'nments: 12 Wastewater Collection &Treatment b means that"have section,Pages 14-7 and 14-8 it is stated under the heading w it The DMEIR does not state if there is adequ to Under the Wastewater Collection& Treatment Phase 2 that the 15 main and 8" ma are Linked to floStillwater Treatment an capacity an z More importantly adequate capacity to convey anticipated wastewater SYS tem. to convey anticipated wast s n th oe isti gt have adequate man internal Ci capacity for Phase 1 capacity John Keaney,Planning Manager acts should)could be expected from both phases) what imp 15" m -� statement contradict the statement made to nt that the existing to 1-Iannilton,Development Services Director entitled Detailed does this s . July 16,2003 to Jim of Redding memo dated,) y e 14-7 where he states that the statement ed to no longer be Comments on Costco Ell.,,reference page f Redding, the Blossom Park Subdivision ater b .a trunk line with adequaCrcaof Re has been determrn m Park whi - and 8 main get to Stillw Y e 1 and Phase 2 of the Redding Oasi Brous sewer problems at Bea.urnoas Court located in Glosso tro e correct"� Based on internal job orders and bids with �Ph cin already been suffering from ected to what is defined as they a sewer main as note e 2 can only be expected to cause onn read an issue and if existing developments are already experiencing c is-already Y Center DMEIR. If capacity the existing line,the addition of.the flows from Phase 1 an / m se issues will.thoroughly be evaluated and all issues addresse • from L problems. Please explain h°�^' the r 1-2 Traffic The size of the traffic DMEIR is at a minimum daunting for the public in general. The report consists of 92 pages of text.and diagrams in the main volume of the DMEIR and 331 pages of capacity analysis in the ' appendix. Without a legend the,capacity analysis is impossible for the average layman to understand. In an 13 effort to grasp the size and scope of the traffic numbers the following information is necessary in order to accurately assess the impacts associated with the extension of Churn Creek/Hawley Road and numerous otl,er ' roads that either directly or indirectly impact the aforementioned area. - Current traffic counts at all roads/intersections that support the.Redding'Oasis Center. . - Projected daily traffic counts at all roads/intersections from current to 2025 in the smallest increments available with preference for yearly. This should reflect any variations by alternative. Air Quality On page 6-11 under Impact 6-2 and Mitigation Measure 6-2 the DMEIR states that the proposed project will. result in an incremental increase in carbon monoxide.concentration,but would not result in a violation of ambient air quality standards' This statement does not appear to be factually based. To state that the.project would have only an incremental increase in carbon monoxide would betrue if carbon monoxide levels were 14 ' monitored. Per the City of Redding General Plan Final EIR,page 8-22,Shasta County discontinued monitorir g carbon monoxide levels in 1992. It goes on to state that even though traffic volumes would increase, it is unlikely that carbon monoxide air quality problems will result from development under the general plan. If monitoring of carbon monoxide levels has not occurred in as much as.12 years, a simple statement that the resulting impact from,the development is only incremental does not demonstrate that thebest available technology has been used to support this. What are the current carbon monoxide levels and what are they projected to be and how do the results compare to air quality standards? With respect to Impact 6-3 table 6-4 Phase 1 and Phase 2 operational emissions (pounds per day) the DMEIR states that the regional air quality will be significantly impacted. Phase 1 and Phase 2 is projected to generate ' 520 pounds per day of reactive organic gases (ROG). This equates to a total of 189,800pounds or 94.9 tons per year! This exceeds Shasta County Air Quality Management District(SCAQMD) Level B thresholds by 383 pounds per day equating to a total exceedence per year of 139,795 pounds or 69.897 tons per year! There are similar results with Oxides of Nitorogen.(NOx) and particulate matter PMio. NOx is reflecting total emissions of 524.6 pounds per day and 265.1 pounds per day of PM,o. This equates to 191,479 pounds per year or 95.739 tons of NOx and PM,o of 96,761.5 pounds per year or 48.38 tons. The NOx exceeds the SCAQMD Level B thresholds by 387.6 pounds per day for a cumulative total of 1.41,474 pounds per year which is equal to 70.737 tons! -PM,o exceeds thresholds by 128.1 pounds per day or 46,756 per year or 23.378 tows. ' In total the ROG, NOx and PM,o for phase 1 and phase 2 will generate 898.7 pounds per day, 328,025.5 pounds per year or 164.01 tons of emissions that exceed the SCAQMD Level B thresholds. These emissions relate only to the project as it is described. When you consider the cumulative impacts of the project,.the 59K vehicles per day that travel just on I-5 (per the 2003 Cal-Trans traffic count at I-5 and Twin View) plus the proximity of the Knauf.Fiberglass Plant(less than 2.miles away) which is currently significantly out of compliance with SCAQMD Level B thresholds, and the aforementioned unmonitored carbon monoxide levels the totals are 15 staggering! To state the project will have significant impact on regional air quality is an.understatement! When all factors are combined, the concerns of the health risks to the arearesidents, including the K-8 school currently proposed for the area just south of the Phase 2 development is a gross understatement. How can a statement of overriding considerations even be considered with.not only this magnitude of non-compliance but knowing full well that the regional air quality has changed substantially since the adoption of the General Plan EIR. The City of. Redding must go further to protect the health of its residents. Has the City considered restricting the use of drive-thru restaurants,banks etc or even limiting development and growth.as a possible . mitigation measure for air quality? At some.point in time the State of California will mandate measures to correct non-compliance. / -3 77 Responses to Letter L• Gail L. Ricl2 r7 I I i (This page intentionally left blank) i I U i I i t i ; I i , u I I I-4 Redding Oasis Center Final Master EIR Responses to Letter I: Gail L. Ric12 ' Responses to Letter I: Gai1,L. Rich I1. It must be emphasized that the Redding Oasis Center project does not propose ' the extension of Churn Creek Road from the south, nor does it require the extension to mitigate project impacts. Discussions of the extension have been ' included in the DMEIR to reflect and coordinate with the City's planned construction of this roadway, as set forth in the Transportation Element of the ' General Plan. However, CEQA does not require the Redding Oasis Center MEIR to evaluate the impacts of constructing this future roadway, which will require a. ' separate review under CEQA before construction is undertaken. That said, some impacts from the Churn Creek Road extension. have been captured in the ' cumulative impact analyses conducted in the DMEIR. The remainder of this response directs the reader to"appropriate locations in the document-in response ' to the specific concerns raised in the comment. Please also see :Response to Comment 2-1 regarding the DMEIR's discussion of cumulative impacts of the ' Churn Creek/Hawley Road extension. Please see Response to Comment 1-4 regarding "1. The loss of homes along Hawley Road," "2. The loss of wetlands and inhabitants due to the filling of these areas," "4. Substantial increase in noise from the resulting traffic," and "6. tIncrease in crime." ' Regarding "3. Increase in traffic accidents and navigation difficulties ...," although both the project and cumulative development would generate ' additional traffic on Hawley Road, this additional traffic should not create additional safety hazards or substantially increase traffic accidents on Hawley Road. ' Regarding "5. Increase in pollution," bothproject-related and cumulative effects ' on air quality are discussed in Chapter 6, Air Quality; project-related and cumulative effects on water quality are discussed in Chapter 10, Hydrology and ' Water Quality; and project-related and cumulative effects on hazardous materials are discussed in Chapter 12,Hazards and Hazardous Materials. Redding Oasis Center Final Master EIR 1-5 i Responses to Letter I: Gail L.Ricli Regarding "7. Increased potential for flooding project-related and �- cumulative effects on flooding are discussed in Chapter 10, Hydrology and Water Quality. i As discussed above, the Draft EIR adequately address the impacts listed above, in compliance with CEQA. I-2. As stated on page 14-17, Impact 14-3, the sewer mains between the site and the ,_. Stillwater Treatment Plant currently have adequate capacity to convey r, anticipated wastewater flows from the proposed Phase I development. Impacts and mitigation measures relating to sewage collection and treatment capacity are j discussed in Impact 14-3, pages 14-17 and 14-18. Comment I-2 cites a July 16, 2003 internal City of Redding memorandum that included a City staff comment on the analysis of sewer main capacity in an administrative review draft of the EIR. Subsequently, in response to the July 16, ^� 2003 memorandum, the internal administrative draft of the EIR was revised to include the following discussion (reproduced from page 14-7, first full -, paragraph, of the circulated DMEIR): i The Master Sewer Plan currently projects that conveyance capacity of these mains will need to be expanded within 20 years. Expansion of conveyance capacity could be needed sooner, depending on how much sewage is allowed to drain to the Churn Creek basin from projects currently planned to drain to the Stillwater basin. The City-wide sewer connection fees being charged to new residential and commercial development within the Churn Creek basin are planned to fund such capital improvements as the subject sewer line capacity expansion in 20 years, and therefore would serve to adequately mitigate the impact of the proposed project (Phases I and II) if the capacity is not used up prior to that time; therefore, no mitigation measures should be necessary. Thus, as discussed in the circulated DMEIR, the existing sewer mains between the proposed project and the treatment plant currently have adequate capacity to convey wastewater flows from both phases of the proposed project, but the Master Sewer Plan projects that future development will necessitate the `J expansion of this sewer main capacity within the next 20 years. Expansion ^"? would be funded by sewer connection fees levied on new development. In a ' i i telephone conversation on August 10, 2004, Steve Craig, Public Works Manager- { I-6 Redding Oasis'Center Final Master EIR r �J tir I Responses to Letter 1: Gail L. Rich Wastewater Utility, City of Redding Municipal Utilities Department, confirmed that the analysis in the DMEIR reproduced above remains accurate. .13. As noted in the comment, Appendix C of the DMEIR contains worksheets on Level of Service calculations. These worksheets are supporting detail for the extensive calculations that are summarized and explained in Chapter 5, Traffic, ' of the DMEIR. The traffic analysis in Chapter 5 includes an analysis of impacts to Hawley Road, presented in Impacts and Mitigation Measures 5-1.8 and 5-19, ' pages 5-69 to 5-70, and Impacts and Mitigation Measures 5-27, 5-28, pages 5-84 to 5-85. ' Traffic counts for the study intersections that would be affected by the proposed project are discussed on page 5-11, and existing peak-hour volumes are shown on Figure 5-3, page 5-12. Projected traffic volumes under the various scenarios are shown on: ' Figure 5-5, Existing + Phase 1A Saturday Midday &Weekday PM Peak Hour Volumes, page 5-19 (see Revised Figure 5-5 in Appendix 1 of this ' Responses to Comments Document) • Figure 5-6, Existing + Phase 1A Freeway Traffic Volumes, page 5-24 (see ' Revised Figure 5-6 in Appendix 1 of this Responses to Comments Document) • Figure 5-9, Existing + Phase 1A & 1B Saturday Midday & Weekday PM Peak Hour Volumes, page 5-35 (see Revised Figure 5-9 in Appendix 1 of this Responses to Comments Document) • Figure 5-10, Existing + Phase 1A & 1B Freeway Traffic Volumes, page 5- 45 (see Revised Figure 5-10 in Appendix 1 of this Responses to Comments ' Document) • Figure 5-11, 2005 + Phase 2 Midday & Weekday PM Peak Hour Volumes, ' page 5-48 (see Revised Figure 5-11 in Appendix 1 of this Responses to Comments Document) • Figure 5-13, 2005 + Phase 2 Freeway Traffic Volumes, page 5-59 (see Revised Figure 5-13 in Appendix 1 of this Responses to Comments Document) • Figure 5-14, 2005 Cumulative No Project Saturday Midday & Weekday PM Peak Hour Volumes, page 5-63 (see Revised Figure 5-14 in Appendix 1 of this Responses to Comments Document) Redding Oasis Center Final Master EIR I-7 Responses to Letter I: Gail L. Rich • Figure 5-16, 20825 Cumulative (No Project) Freeway Traffic Volumes, page 5-73 (see Revised Figure 5-16 in Appendix 1 of this Responses to Comments Document) • Figure 5-17, 2025 Cumulative + Project Saturday Midday & Weekday PM Peak Hour Volumes, page 5-75 (see Revised Figure 5-17 in Appendix 1 of this Responses to Comments Document) • Figure 5-19, 20825 Cumulative Plus Project Freeway Traffic Volumes, page 5-89 (see Revised Figure 5-19 in Appendix 1 of this Responses to Comments Document) The traffic volumes shown in the figures listed above are projected for future J years in order to depict impacts at the time of completion of the project phases (1A, 1B, and 2), as well year 2025 cumulative conditions. Projection of traffic ` levels "in the smallest increments available with a preference for yearly" would greatly increase the complexity and length of the transportation analysis, without contributing to the ability of decision makers to evaluate the traffic impacts of the I proposed project in order to make an informed decision about the project. Such an undertaking would also greatly exceed the requirements of CEQA and would be inconsistent with standard traffic impact analysis. Traffic impacts of the alternatives are discussed in Chapter 15, Alternatives. n i I4. Carbon monoxide is no longer monitored in Redding because concentrations of that pollutant had dropped so far below the State and federal ambient standards that monitoring could no longer be justified: Carbon monoxide is a pollutant mainly generated by automobiles, and in the 1980s many communities in r California regularly exceeded the ambient standards. The introduction of J catalytic converters, SMOG check programs, and reformulated gasoline have drastically cut the emissions of this pollutant by the automobile population to the point that the carbon monoxide standards have been attained in all air basins except the South Coast Air Basin. The conditions under which a violation of the ambient standards for carbon monoxide could occur would be massive congestion locally and very high background concentrations from an extensive �- roadway system. These conditions only occur in California within the densely- populated South Coast Air Basin and do not exist in the largely rural Northern t; Sacramento Valley Air Basin (NSVAB). l,J I I-8 Redding Oasis Center Final Master EIR �? U Responses to Letter 1: Gail L. Rich The DEIR utilized guidance from the Shasta County AQMD in addressing carbon monoxide. The qualitative analysis concluded that CO impacts would be less than significant based on: 1. The historical trend of CO that showed the standards attained in Redding more than 12 years ago. 2. Continued declines in Shasta County emissions of this pollutant based on vehicle activity within the County. ' 3. Measurements from Chico (the last remaining CO monitoring'site in the NSVAB) that show concentrations. well below the standards and a gradual down trend in concentrations over time. ' I5. The air quality analysis was prepared using thresholds of significance recommended by the Shasta County Air Quality Management District. The tguidelines require quantification of total emissions and comparison of the emissions to the threshold quantities. The SCAQMD significance thresholds are mass emissions thresholds expressed in pounds per day. The thresholds are equivalent to the District trigger level (25 tons/year) for Best Available Control Technology (BACT) for stationary sources in the District rules and regulations, and are not based on any level of air quality deterioration. The exceedance of the ' threshold of 137 pounds per day is not considered being "out of compliance" with the threshold, as there is no requirement that a project meet the threshold. ' What is required is application of. Best Available Mitigation Measures (BAMM) and, if emissions still exceed 137 pounds per day, adoption of a Statement of Overriding Considerations as part of the Environmental Impact Certification. Traffic on I-5 would not be considered to have a cumulative effect together with new project emissions for the purpose of comparison with SCAQMD significance thresholds. Traffic on I-5 is an existing source and is included in the inventory of emissions for Shasta County. The URBEMIS program used to analyze project impacts calculates the sum of emissions from all trips to or from the site, regardless of location. In fact, very little of the emissions calculated would occur in proximity to the site, but would occur within the larger Redding area and Shasta County. Localized impacts that would occur at sensitive receptors that were identified in the DMEIR were Redding Oasis Center Final Master EIR I-9 Responses to Letter I: Gail L. Rich I construction-period emissions and increases in carbon monoxide related to vehicle traffic. The Knauf Fiberglass Plant is a stationary source subject to the SCAQMD rules and regulations. It is a permitted and operational source that has been found to be out of compliance with its permit restrictions with respect to NOX emissions. The statement that regional air quality has changed substantially since the adoption of the General Plan EIR is not supported by air quality measurements made in Redding since the General Plan was adopted in October 2000. The table below shows a summary of air quality standards violations for 1999-2003. No major change is shown except an apparent downward trend in the number of exceedances. No exceedance of any standard was recorded in 2003, at a time r-, when the Knauf Fiberglass Plant was in operation. The statement that"the State of California will mandate measures to correct non- compliance" would seem to apply to compliance with State ambient air quality standards, but would not be applicable to "non-compliance" with the SCAQMD impact threshold nor "non-compliance" of the Knauf Fiberglass Plant with its permit requirements, neither of which is under State jurisdiction. The State City of Redding Ambient Air Quality,1999-2003 p i a f3 a r�F ' ` QA1ti h#R'F,. tandardB a i fD� 11�1n q3 F3 @` s <3 i��'@ g ;'�k 3£.µ 3Efr '3. 3 R f•�dES 3 G!£ $Fi ff SF{ 5i .1" E R� s11Yfry3 f 2 a� B1 t{3��(] £Cil 3 /��]3..,f ,i C 3 f.bYd` $d£ �}.iR C B Sd #E{. £#y :..a; l_J £ €3 Vy.Ta;B f 35Z " aRpj3 FgVi �§St 4 ) x % �S fr p3 ss�}� ?Y i k ✓a7 'R f ayLY003 a 1 F ,�t'�� £Y' �V £?a �.FF1?R 3:i 3B xt. ^, NCnQ��f..P. f w a1,'N.R9; SiF3'.3;R'.Y A.,.0 . w£n.�,.,Ayn� A R.df 4•?J?: Ozone Federal 1-Hour Redding 0 0 0 0 0 Ozone State 1-Hour Redding 21 3 0 4 0 `J Ozone Federal 8-Hour Redding 11 1 0 0 0 PM10 Federal 24-Hour Redding 0 0 0 0 0 L J PM,o State 24-Hour Redding 3 0 1 1 0 n PM2.5 Federal 24-Hour Redding 0 0 0 0 0 Source: California Air Resources Board,Aerometric Data Analysis and Mmiagement(ADAM),2004. u I-10 Redding Oasis Center Final Master EIR i I r Responses to Letter I: Gail L. Rich alreadyfound Shasta Count and the Northern Sacramento Valle Air Basin out Y Y of compliance with the State ambient ozone standard in 1988, and imposed planning requirements for an Air Quality Attainment Plan in 1991, with triennial updates. 1 . .1 i 1 . 1 1 r 1 t 1 Redding Oasis Center Final Master EIR I-11 Responses to Letter I: Gail L. Rich J o (This page intentionally left blank) �i E r-, I I-12 Redding Oasis Center Fugal Master EIR LETTER J Wildauer, Jim From: Manuel, Kent Sent: Wednesday, May 12, 2004 7:26 AM To: Cbats, Jim Cc: Jim Wildauer Subject: RE: Oasis EIR Thank you for your comments regarding the Redding Oasis Center EIR. They have been ' forwarded to Mr. Jim Wildauer who is the project manager for the Redding Oasis Center, Kent Manuel -----Original Message----- From: Coats, Jim Sent: Wednesday, May 12, 2004 6:35 AM To: Manuel., Kent ' Subject: FW: Oasis EIR James Coats, GIS Manager, City of Redding - GTS Division 777 Cypress Avenue, Redding, CA 96001 530-225-1161, Fax 530-215-7126 ' coats@.ci .redding.oa.us -----Original Message----- From: main [mailto:invent ory0297@sbcglobal.net] Sent: Tuesday, May 11, 2004 9: 10 PM To: devsery Subject: Oasis EIR ' Mr. Kent Manuel Redding Planning Department Dear Mr . Manuel : Regarding the Redding Oasis Center Plan, I respectfully request you address several departures from the General Plan. Specifically, these are: 1) inward growth and utilizing existing roads and infrastructures; �J1 2) attraction, retention and expansion of business to create high f paying jobs, . etc. (Redding has a history of box, store closures, low paying IJ2 jobs with these box stores, and existing vacant properties) ; ' 3) enhancing the City0s compatability with the natural environment. {This plan clearly states the entire 'project will be parking J3 lot and facility with loss of trees, vernal pools, and wetlands . The plan further states there will be significant impact -on Salt Creek, a waters of the U.S .. ) J-1. - How will the City address the air quality impacts and conflicts with General Plan Policy HS2H. If this J4 I y project is implemented the air quality r--, Impacts will be Osignificant and cumulative0. I r-1 Please address the abandonment of Twin View Blvd as it relates to the J5 i aforementioned General Plan and to current business financial viability. '_J i Please address Hydrology impact 10-2 and Utility Systems and Services J6 Impact 14-4 . How will structures in the flood plane and run-off from this amount paving be dealt with? Please address., specifically and for each Mitigation Measure listed below, the agencies and personnel who will monitor, implement, and enforce. Jy aforesaid Measures. Please also address specific enforcement measures in the event they become necessary. The City has a history -of non-enforcement which has resulted in substantial fines. _J i Please address the specific and cumulative cost to the taxpayers of implementation of the Mitigation Measures listed below: U A 6-1, 7-1, 13-1, 13-3, 4-3, 4-4, 4-5 4-6, 4-7, 4-8, 4-9, 5-1, 5-3, 5-4, 5-5, 7 5-7, 5-8, 5-9, 5-11, 5-16, 5-17, 5-18, 5-19, 5-29, .5-22, 5-23, 5-24, 5-25, 5-26, 5-27, 5-28, 5-29, 5-30, 5-31, 5-32, 6-1a, 6-lb, 6-3, 7-1, 7-2, 7-3, `J 8-1, 8-2, 8-3, 8-4, 8-6, 9-1, 9-2,, 9-3, 10-1, 10-2, 10-3, 10-4, 11-4, 12-1, 12-3, 13-1, 13-3, 13-41 14-2, 14-4, and 14-7. i The number of Mitigations and their complexity would seem to .be 7 overwhelming and extremely costly. Given the sensitivity of this site, I J9 would feel a ONo Project Alternative A or Alternative 4, Environmentally Sensitive Alternative would be appropriate for this site. r Given the well publicized reasons we are enjoying a population boom, it would be in the best interest of the City to stick to their General Plan J10 and work to make. this an area which recognizes and supports itOs natural beauty and uniqueness. Continued sprawl anduclear cutOdevelopment has consistently worked against the City in the past Please leave the trees, creeks, waterways alone and work to provide shopping and industrial OparksOin lieu of this type of plan. r-, Sincerely, Krista Stanfield 15046 Vista Knolls Reddina, Ca. 96001 u ! J-2 1 Responses to Letter : Krista 'Stanfield � I Responses to Letter J: Krista Stanfield J1. It is not'clear what the comment regarding "inward growth" refers to. Project inconsistencies with General Plan policies regarding roads and infrastructure/ services are discussed in Impact and Mitigation Measure 4-5, page 4-49; Impact and Mitigation Measure 4-6, pages 4-49 and 4-50; and Impact and Mitigation Measure 4-7, pages 4-50 and 4-51. The proposed development is consistent with a long-standing intention by the City of Redding to develop the project site (both phases) with regional commercial development, as set forth in the General Plan ' and Buckeye Redevelopment Plan,as well as the Oasis Road Specific Plan,which has been in preparation for more than four years. jJ2. Attraction, retention, and expansion of business, pay levels, store closures, and vacant properties are economic and social effects, which are not considered environmental effects under CEQA (CEQA Guidelines, Section 15382), although a social or economic change related to a physical change may be considered in ' determining whether the physical change is significant. The phySical environmental effects of the proposed project, and their significance, are discussed in Chapters 4 through 16 of the Draft E1R. - The topic of economic competition generated by the proposed project is addressed in new text that has been added to Chapter 16, Other CEQA Considerations, of this MEIR. See Chapter 4, Text Changes to the Final Environmental Impact Report,for the newly added analysis. J3. Project inconsistency with General Plan policies regarding Salt Creek and its floodplain, and impacts on Salt Creek, are discussed in Impact and Mitigation Measure 4-3,pages 446 through 4-48; Impact and Mitigation Measure 8-5,pages 8-44 and 8-45; and Impact and Mitigation Measure 8-6, pages 845 and 8-46. Impacts on trees, vernal pools, wetlands, and waters of the U.S. are discussed in Chapter 8, Biological Resources, and Impact and Mitigation Measure 8-1, pages 8-37 and 8-38; Impact and Mitigation Measure 8-3, pages 8-39 through 8-42; and ' Impact and Mitigation Measure 8-4,pages 8-42 through 8-44. Redding Oasis Center Final Master EIR I-3 Responses to Letter f. Krista Stanfield J4. Conflicts with General Plan Policy HS2H are discussed in Impact and Mitigation Measure 10-2, pages 10-13 through 10-19. Air quality impacts and mitigation measures are discussed in Chapter 6. As discussed in Impact and Mitigation Measure 6-1, pages 6-9 through 6-11, temporary construction-related fugitive particulate emissions would be a significant unavoidable impact of the project on local air quality. As discussed in Impact and Mitigation Measure 6-3,pages 6-12 ! and 6-13, operation-related vehicle emissions would be a significant unavoidable impact of the project on regional air quality. As the commenter states, and as discussed on page 6-15 of the Draft EIR, cumulative air quality impacts of the project would be significant and unavoidable. J5. The abandonment of Twin View Boulevard and conflicts with the General Plan are discussed in Impact and Mitigation Measure 4-7, pages 4-50 and 4-51. The n possible effects of the abandonment of Twin View Boulevard on business financial viability are economic and social effects that are beyond the scope of this EIR. J6. Impact 10-2 is discussed on pages 10-13 through 10-19 and Impact 14-4 is discussed on pages 14-18 through 14-20. The effects of construction of structures in the flood plain is discussed in Impact and Mitigation Measure 10-4 on page 10- 20 and Impact and Mitigation Measure 10-5 on page 10-21. Increased runoff from the proposed project is discussed in Impact and Mitigation Measure 10-2 on pages 10-13 through 10-19. J7. Chapter 18 presents a Mitigation Monitoring Program for the proposed project, which identifies the entities that would be responsible for monitoring, reporting, and enforcement at a level of detail sufficient for the City of Redding and other r. participating agencies and parties to ensure the implementation and enforcement of adopted mitigation measures and permit conditions. The Mitigation r-. Monitoring Program addresses all mitigation .measures in the Draft EIR, including those identified in the comment. The identification of specific individuals and enforcement measures is a level of detail that is not necessary or required in a Mitigation Monitoring Program. Evaluation of past effectiveness of enforcement by the Cityis beyond the scope of this EIR. 7 i I J-4 Redding Oasis Center Final Master EIR i I Responses to Letter J. Krista Stanfield J8. The cost of implementing.the mitigation measures cited in the comment is an economic issue that is beyond the scope of this EIR. However,it should be noted that, in general,mitigation of impacts that are directly and wholly attributable to a proposed project are the sole financial responsibility of the project applicant. Where a project contributes to an existing or projected impact, it is generally P assessed a "fair-share" cost of the mitigation that is correlated to the proportional ' share of the project's contribution to the impact. J9. Comment noted. The decision makers will carefully review and consider this ' and all other comments received on the DMEIR prior to making a decision about whether or not to approve the proposed project or one of the project altgrnatives. No additional response is required. ' J10. Comment noted. The decision makers will carefully review and consider this and all other comments received on the DMEIR prior to making a decision about whether or not to approve the proposed project or one of the project alternatives. No additional response is required. 1 ' 1 Redding Oasis Center Final Master EIR J-5 Responses to Letter j: Krista Stanfield (This page intentionally left blank) r— r, I ^ ^ i 1-6 Redding Oasis Center Final Master EIR e i LETTER K June 23, 2004 City Planning Box 496071 Redding, CA 96049-6071 ' At.t: Cit Planning g This area includes the'Blossorn Park, fairway.Estates, Ridgewood Estates, Hawley Road, Chum Creek Park and North Ridge Gardens subdivisions as well as the wetlands areas just north of.Hawley Road. While the Redding Oasis Center Draft Environmental Impact K1 Report (DMEIR) is reported to indicate that the development of Oasis Road does not require the extension of Churn Creek it still, however, makes numerous references, both in text and in diagram, to the Churn Creek/Hawley Road extension. As such, CEQA guidelines mandate that the aforementioned areas be included in the EIR for tills development on the basis of cumulative and downstream impacts. Regarding the EIR, failed for the oasis project appears to based with some substantial flaws. The first falsity appears as to the calculation and traffic flow at the K2 oasis and I-5 interchange- The second;the traffic flows on the projected Churn Creek extension. It would appear that the over all impact of the regional growth of"Twin View and additional growth of the oasis area are not included. As the report states the air quality will be negatively effected. The impact of.the noise and air quality does not K3 appear to be adequately defined on the biological habitat. Further.more the wetland habitat's impact has not been adequately addressed. One can only believe that this is an jK4 attempt to segregate the issue of environmental impact to the general plan, i The impact to the region and wetland habitat could cause increased overflow frorr> K5 the parking lot and buildings. The report states that it will result in potential' hazards and JK6 is an issue. 'One cannot forget the people or biological life in the wetland of Churn IK7 Creek. Respectfully, .y ' Clary Ang D.C. -._. K-1 Responses to Letter K: Gary Anglen, D.C. n (This page intentionally left blank) I I . u K-2 Redding Oasis Center Final Master EIR ', u Responses to Letter K: Gary Anglen,D.C. Responses to Letter K: Gary Anglen, I .C. Kl. See Responses to Comments I1,I-4,and 2-1. K2. Traffic counts for the Oasis Road/I-5 interchange are discussed on page 5-11 and / Pg existing peak-hour volumes are shown on Figure 5-3, page 5-12. Impacts on the Oasis Road/I-5 interchange are discussed in Impact and Mitigation Measure 5-1, pages 5-26 through 5-31; Impact and Mitigation Measure 5-10, page 5-60; Impact and Mitigation Measure 5-11, pages 5-64 through 5-67; and Impact and Mitigation Measure 5-20,pages 5-78 and 5-79. Supporting documentation in the form of detailed Level of Service worksheets is contained in Appendix C of the DMEIR. Updated traffic information, based on revised mitigation measures, is presented in Appendices 1-4 in this Responses to Comments Document. Impacts on Churn Creek Road and Hawley Road are discussed in Impact and Mitigation Measure 5-27, pages 5-84 and 5-85, Impact and Mitigation Measure 5- 28,page 5-85,and Impact and Mitigation Measure 5-29,page 5-85. See Responses to Comments 14 and 2-1 regarding the inclusion of regional growth in the DMEIR's cumulative impact analysis. K3. Unless there are extremely unusual circumstances, the effects of air quality'on wildlife are usually not addressed in EIRs. In general, the effects of typical ambient concentrations of air pollutants upon wildlife are not well understood or studied. The air quality standards are.set for public benefit and Manan health. The MEIR presents information on air quality standards (pages 6-2 and 6-3), health effects of pollutants (pages 6-5 and 6-6),and sensitive receptors(page 6-6). Impact 8-2 in the MEIR addresses potential noise impacts of construction on nesting raptors. Mitigation Measure 8-2 is meant to protect nesting species including white-tailed kite, red-shouldered hawk, American kestrel, great horned owl,and the barn owl. See Draft MEIR pages 8-38 and 8-39. K4. The DMEIR analyzes impacts resulting from the proposed project in Chapters 4 through 14, including the project's contribution to cumulative impacts. As ' discussed in Chapter 16.5, Cumulative Impacts, pages 16-4 and 16-5, the Redding Oasis Center Final Master EIR K-3 1 • r, Responses to Letter K: Gary Anglen, D.C. cumulative impact analyses are based on the information contained in the City of Redding 2000-2020 General Plan; thus, the effects of implementation of the General Plan are incorporated into the cumulative impact analysis of this EIR. Project-related (non-cumulative) impacts of implementation of the General Plan, which were analyzed in the EIR for the General Plan, are not attributable to the J proposed Redding Oasis Center project. 7 K5. Potential construction-related impacts on erosion are discussed in Impact and `1 Mitigation Measure 10-1, pages 10-12 and 10-13. Impacts on.runoff, flooding, and the City's storm drainage system due to the proposed increase of impervious- surfaces mpervioussurfaces on the site are discussed in Impact and Mitigation Measure 10-2, pages 10-13 through 10-19. Impacts on wetlands are discussed in Impact and Mitigation Measure 8-3,pages 8-39 through 8-42. K6. As noted in the comment, the proposed project could result in hazards. These are discussed in Chapter 12,Hazards and Hazardous Materials. n K7. Potential impacts on humans are discussed in Chapter 4,Land Use and Planning; Chapter 5, Traffic; Chapter 6,Air Quality; Chapter 7, Noise; Chapter 9, Cultural Resources; Chapter 10, Hydrology and Water Quality; Chapter 11, Aesthetics; Chapter 12, Hazards and Hazardous Materials; Chapter 13, Public•Services; and Chapter 14, Utility Systems and Services. Impacts on wetlands are discussed in �J Impact 'and Mitigation Measure 8-3, pages 8-39 through 8-42. Biological resources in Churn Creek are listed in Table 8-4 and discussed on page 8-20,page 8-23,and page 8-26. J I ^' J i J I ti! I J U K-4 Redding Oasis Center Final Master EIR n u 4. ORAL COMMENTS AND RESPONSES This chapter addresses the oral comments received in on the Draft MEIR during the public hearing of the City of:Redding Planning Commission on the Draft MEIR on June 8, 2004. The transcript of the public hearing (pages 4-3 to 4-26) immediately follows this introduction to the oral comments, followed immediately by the responses to oral comments (beginning on page 4-27). The responses emphasize issues related to the adequacy of the Draft MEIR in identifying and analyzing the possible environmental impacts of the project and possible approaches for avoiding or mitigating these impacts. Some comments include issues that are not related to the adequacy of the Draft MEIR. Detailed responses have not been prepared for these comments, but they are acknowledged in this document. Because of all the comments received regarding the Draft MEIR are reproduced here, they are part of the Final MEIR for this project. As such, they will be considered by project decisionmakers as they decide whether to approve the proposed project or one of the,alternatives evaluated in this report. Oral comments are presented in the order in which the speakers were heard. Each organization or individual has been assigned a number (e.g., "1"), and each'individual comment by the organization or individual has been assigned a sequential number (e.g., "1"). Therefore, a unique descriptor, consisting of a number, hyphen, and number, applies to each comment and response. For example, "response 1-1" refers to the response to the first comment from the first speaker at the hearing. These descriptors appear on each page of the transcript where a comment was given to indicate what text is considered part of each comment. 1 Redding Oasis Center Final Master EIR 4-1 n Oral Comments and Responses r-, Table 4-1 List of Commenters gib' 3z °ae aS m a r ,si f a l i `sa P ads 2ES t o 1(Ilf11i�1f1111 OTJI�li8t�Y3' s i s a Il xst#¢ 1)(11© �s1t6 a t a g q. �s 1. Gail L. Rich Oral Comments June 8,2004 2. John Schuler 3. Planning Commissioners r—, �J F� �l 4-2 Redding Oasis Center Final Master EIR r, L, I 1 APPEARANCES : 2 REDDING PLANNING COMMISSION: 3 RANDALL SMITH RANDY MEMEO 4 BERT MEYER MARK WOODWARD JIM CHAPIN GARY BRICKWOOD 5 MICHELE GOEDERT 6 7 ALSO PRESENT: 8 ANNETTE FREDIANI , CITY ATTORNEY 9 10 GARY OTREMBA, LAND DEVELOPMENT MANAGER 11 12 JIM HAMILTON, DEVELOPMENT SERVICES 13 14 JOHN KEANEY, PLANNING MANAGER 15 16 DANIEL FROST, ESQ. 17 JIM WILDAUER 18 19 20 TRANSCRIPT OF PROCEEDINGS, taken at the City 21 Council Chambers, 777 Cypress Avenue, Redding, 22 California, on Tuesday, June 8 , 2004, commencing at the 23 hour of 4 : 00 p.m. , before DEBBIE J. BENSON, C. S.R. 24 25 2 J.V. KILLINGSWO.TH & ASSOCIATES REDDING, CA (530) 241-2224 4-3 1 (Earlier proceedings reported but not 2 transcribed. ) 3 P R O C E E D I N G S 4 MR. CHAPIN: The next item, C, is public 5 hearing. The first, C1, is Draft Environmental Impact 6 Report ETR-.2-02 , by Levenson Development Company. And 7 the staff report ' s going to be done by Jim Wildauer; is 8 that correct? 9 MR. HAMILTON: Yes . 10 MR. WILDAUER: Good afternoon, Commissioners. 11 This item is a Draft Environmental Impact Report for' the 12 Oasis Road area . It is the Redding Oasis Center, 13 approximately 1 .2 million square feet of regional retail _ 14 uses. It ' s being proposed in two phases . Phase I, also i5 accompanied by a use permit application, and that is 16 also broken into minor phases, A and B. I 17 So lA would be 143 , 000 square foot regional 18 retail . 1B would be -- that would include some 19 satellite fast food parcels as. well as tire center and r"1 20 fueling station. 1B is an additional 170, 000 square 21 feet of regional retail . 22 The Phase I.I is a conceptual 850, 000 .square 23 feet of regional retail , also a part of DEIR, which a 24 master DEIR which is the intent for the document to r 25 address as much of the environmental impact of the 3 J.V. KILLINGSWOTH & ASSOCIATES REDDING, CA (530) 241-2224 4-4 - t . 1 Phase II development as possible as is known today. 2 The purpose of today' s meeting is to take 3 comment . The draft EIR notice was given inviting 4 comment on April 26th of this year and will close on the 5 15th which is next Tuesday. We 're not here to address 6 any kind, of solutions to any of the issues that have 7 been identified with the environmental document, just to 8 raise questions, and if it ' s the Commission' s pleasure, 9 the consultants are here to answer any questions that 10 staff may not be able to answer. 11 The consultants for this project are here today 12 and would like to give a brief presentation and overview 13 of the project itself and part of the environmental 14 process that has gone on until now. 15 And Paul Miller is here in the audience and 16 would like to address the Commission in that regard, 17 will be followed by Swin Sarakono who is the traffic 18 engineer consultant on the project .. 1.9 MR. HAMILTON: To complete Jim' s comments, 20 again, this is a Draft Environmental Impact Report . 1 21 It ' s an opportunity for public comment . The process 22 will be after comments are received here and the close 23 of comment's occurs on the 15th, I believe, Jim, then 24 comments will be evaluated and specific responses to 25 those comments developed in what would be called the 4 fJ.V. KILLINGSWOTH & ASSOCIATES REDDING, CA (530) 24.1-222.4 4-5 1 Final Environmental Impact Report that will be brought 2 back to the Planning Commission for action at a future 3 date. 4 MR. CHAPIN: Thank you. Any questions at this 5 point of the staff? Okay. Would the applicant and his 6 staff or his representatives like to address the 7 Commission? 8 MR. FROST: Good afternoon, Mr. Chairman, 9 members of the Commission. I 'm Dan Frost . I 'm an 10 attorney. I represent Levenson Development Company. We 11 do have three members of the DEIR team. They are Howard 12 Samuels, the project manager; Swin Sarakono, the traffic 13 consultant ; and Paul Miller of Douglas Herring and 14 Associates, who was one of the principal authors of the 15 DEIR. 16 Since the real purpose of this hearing is to 17 take public comment; they' re here today anxiously 18 .awaiting whatever public comments are submitted at 19 today' s hearing. I 'm not sure that the Commission ' 4� 20 wishes or it is necessary to present a project 21 description, and I think the DEIR lays it out in a great 4 22 deal of detail . 23 One of the things that we are a bit concerned �y 24 about today is since this .item was noticed at the same 25 time as the public hearing on the specific plan, that 5 J.V. KILLINGSWOTH & ASSOCIATES REDDING, CA (530) 241-2224 4-6 I 1 perhaps the Commission could be alert to make sure that 2 witnesses who may be confused on the two items limit 3 their comments to this DEIR. Other than. that, we ' re 4 happy to answer any questions here today and we are 5 anxious to hear the public. comments. 6 MR. CHAPIN: Thanks. Who ' s going to .be next? 7 MR. FROST: I think we 're prepared to listen to 8 public comments . Thank you, Mr... Chairman. 9 MR. CHAPIN: Okay. Have we gotten any cards? 10 This first item is public comment and input for the 11 Draft Environmental Impact Report for the Redding Oasis 12 Center. This is a project specific DEIR for the 13 development of the center. This is not the 14 environmental report for the Oasis Road specific plan. 15 So I 've got two .cards here . Gail Rich, if 16 you' d like to address, the Commission. 17 MS . RICH: Good afternoon and thank you once 18 again for allowing me this opportunity to speak. I 19 wasn' t actually quite as prepared for speaking 20 specifically about the Oasis Center DMEIR because I 21 didn' t learn that it was going .to -- learn it was going 22 to be a component of this meeting until I read the 23 newspaper today. I 'm still in the process of reviewing 24 the 900-and-some-odd-page document itself, but I have 25 already found within that document some concerns that I 6 J.V. KILLINGSWOTH & ASSOCIATES REDDING, CA (530) 24.1-2.224 4-7 1 would like either some clarification or understanding on 2 or just to express, like I said, some concerns. 3 For instance, tiering was mentioned and 4 references the General Plan and the Buckeye 5 Redevelopment District . And in one particular instance 6 with respect .to air quality, it goes in and says that 7 the -- this is my interpretation, so please correct me 1-1 8 if I 'm wrong. Because the General Plan has already 9 recognized that we cannot , "we" meaning the regional 10 area, cannot satisfactorily meet all of the requirements 11 for air quality, that that statement in the General Plan 12 is going to take precedence, or not precedence, but is 13 going to apply to the Oasis Center DMEIR and that 14 development . 15 However, the General Plan was adopted in 2000 16 prior to, ,.if my memory serves correctly, the actual ^' 17 startup of Knauf. We all know, at least from an article 1-2 18 just a couple of days ago, that Knauf is not in 19 compliance. 20 Knauf itself is only two miles or approximately 4 21 two miles from the Oasis Center. Can we reasonably 22 expect to adopt something that says, yeah, we have a 1-3 23 problem, we ' re going to do a statement of overriding 24 considerations on. this when we know that the conditions 2.5 at the time that that plan was adopted have changed? 7 J.V. KILLINGSWOTH & ASSOCIATES REDDING, CA (530) 241-2224 4-8 �= I 1 I have serious concerns about that . 2 My initial intent on standing here in front of 3 you has been the same for the last year. Our goal is to 4 have any component of either the Oasis specific plan or a 5 the. Oasis Center DMEIR exclude the extension of Churn 1 6 Creek/Hawley Road. 7 But in doing this process and trying to 1-4 8 encourage and ensure that the cumulative impacts and the 9 downstream effects associated with any development in 10 that area properly evaluate the impacts associated with ii the wetlands between Blossom Park and Ridgewood Estates, 12 the families that are going to be displaced along Hawley 13 Road, the air quality issues, the crime issues, noise 14 issues. _ 15 I need to make sure that we have a firm 16 understanding that those areas need to- be included and I 17 will be submitting a written response to that DEIR. 18 Thank you. 19 MR. CHAPIN: Thank you. 20 Staff, do you have any response to her 21 questions about air quality? 22 MR. HAMILTON: Not at the moment . 23 MR. CHAPIN: 'Thank you for your input . 24 John Schuler. 25 MR. SCHULER: My name is John Schuler, 8 ' J.V. KILLINGSWOTH & ASSOCIATES REDDING, CA (53.0) 24.1-2224 4-9 1 1655 Spanish Bay in Redding. I will comment, just make 2 one comment on the DESR since• I just got it. 3 The thing that I 'm concerned about is it .� 4 says -- I notice in here there are some statements where 5 it says Churn Creek Road, the extension past Highway 29921 ~� 6 is not part of this project . It clearly says that in 7 there, but I do believe it will need to be covered and 8 evaluated under the CEQA provision that discusses . 9 cumulative impacts . 10 So once again in order to save your time, I r-, 11 will submit that in writing which I think would be more 12 convenient for everybody concerned and I can address 13 this thoroughly. And thank you very much and I ' ll be 14 back to talk about the Oasis Road specific plan. 15 MR. CHAPIN: Okay. Thank you. 16 'Is there. anybody else that hasn' t submitted a 17 card that wishes to address the Commission on the Draft 18 Environmental Impact Report for Redding Oasis Center? i 19 How about the representatives of the applicant? Any of 20 you want to give us some additional information on 21 what ' s in the DETR? Mr. Frost? .r 22 MR. FROST: Mr. Chairman, we think the Draft -7 23 Environmental Impact Report is quite complete as it 24 stands. However, if the Commissioners have 'specific i 25 questions, perhaps one of the members of the team could 9 J.V. KILLINGSWOTH & ASSOCIATES REDDING,, CA (530) 241-2224 4-10 1 respond. 2 MR. CHAPIN: They don' t have any presentations, 3 they want to just respond to questions? 4 MR. FROST: Correct . 5 MR. CHAPIN: All right . Are there any 6 questions 'at this time from the Commission? 7 MR. BRICKWOOD: No. ' 8 MR. SMITH: I have one . - 9 MR. CHAPIN: Go ahead, Randy. 10 MR. SMITH: I want to make sure I 'm clear on 11 the picture which is there because I recall the 12 extension of Twin View Boulevard being contested and 13 going to the City Council . And my memory was that the 14 Council had done something different from what it was 15 that we thought we were doing, and yet here I see Twin 16 View Boulevard again appearing as a through street . 17 Did I misunderstand something? Is there 18 . something that I didn' t get or can you help me? 19 MR. WILDAUER: The location map is just that, 20 to give a location of where the project is . It is not a 21 project map which is contained in the environmental 22' document itself where it will show where Twin View is 23 not on that section of land. This is just the location 24 map itself to identify the layout of the project . 25 MR. SMITH: Thank you. 10 J.V. KILLINGSWOTH & ASSOCIATES REDDING, CA (.530) .241-2224 4-11 J 1 MR. HAMILTON: We can discuss that further in 2 the specific plan, but the City Council in the project 3 that they identify as the project for environmental 4 review specific plan includes the elimination of Twin 5 View Boulevard north of Oasis Road. kJ 6 This project also proposes that as a component 7 of its project design; certain mitigations in the EIR 8 also address that issue as well . 9 MR. CHAPIN.: Commissioner Goedert, go ahead. 10 MS. GOEDERT: I 'd like to know how your team 11 would respond to Ms. Rich' s concern about Knauf and her 3-1 12 argument that. you should not be using the 2000 General 13 Plan baseline air quality measurements associated with 14 Knauf since they' re in noncompliance with those 15 measurements. f i 16 MR. FROST: First of all, I guess I think we i 17 all do not necessarily take as true everything that is 18 said by a person who submits a public comment. All I. . 19 know about Knauf is what I read in the paper. What is r- 20 true and what isn' t true, I don't know anybody here 21 today is prepared to say. I think Mr. Miller can 22 probably address that if you wish. 23 Maybe the best way to do that is see if we have 24 other questions so we know what he needs to address and 25 he come forward. 11 J.V. KILLINGSWOTH & ASSOCIATES REDDING, CA (530) 241-2224 `J i 4-12 1 MR. MEYER: I have just -- I don' t know if this 2, is directed toward Dan and all, maybe more like f or Jim ' 3 Hamilton. 4 First question would be the changes that were 5 made by City Council. I 'm not exactly sure what they 6 are and how they affect this project and/or how they ' 7 affected the draft for the entire area. And I 'm 8. assuming that we ' re going to know exactly what the City ' 9 Council did and didn't approve. 10 MR. HAMILTON: The NOP that you're going to be 11 hearing, the second item on the agenda, they are going 12 to detail about what that includes . 13 MR. MEYER: My next question is this. This is 14 just for a clarification. When somebody creates this 15 document and is it supposed to be an unbiased document 16 that any quote-unquote consultant, et cetera., would 3-2 17 create so that, I mean, it isn' t slanted towards 18 anything? Does the developer pay for it? Who pays for .� 19 it and how do you know if the information is accurate, 20 biased, whatever. 21 MR. HAMILTON: Just first under CEQA, prior to 22 approval of the project, the City is required to certify 23 the document -as being adequate and complete, in 24 conformance with the law, and representing the 25 independent judgment of' the City or the approving body. 12 �- J.V. KILLINGSWOTH & ASSOCIATES REDDING, CA (5'30) 241-2224 ' 4-13 1 In this case, it is the City. So we comment on this 2 project, we've reviewed information, made extensive 3 comments regarding it . 4 We also listened to those comments received by 5 the public, other agencies, et cetera. And finally the 6 EIR that comes before the City Council or the Planning 7 Commission must represent .the City' s independent -, 8 judgment . _ 9 So I think that you'd certainly have 10 disagreement among experts about different issues . 11 Obviously a very complex issue we 're talking about . But 12 ultimately that decision rests with the City Council or -, 13 the Planning Commission in certifying the document ~" 14 making that determination. 15 In the particular case of this document, it was 16 started before the City adopted its most recent zoning 17 ordinance update. Our current practice is that the City 18 actually selects and hires all its consultants that work `yl 19 on an EIR, and there ' s a third-party relationship 20 between the City, the applicant, and the consultants . I 21 In this particular case, the project started 22 before that City adopted its current unapproved 23 procedures, so the document and the consultants work on i 24 behalf of. the applicant for the project . However, 25 again, the City makes the final determination on whether 13 J.V. KILLINGSWOTH & ASSOCIATES REDDING, CA (530) 241-2224 - I I 4-14 ' 1 or not the document is adequate and meets the law. 2 MR. CHAPIN: I 'd like to expand. Basically the. ' 3 environmental impact report has to meet the CEQA 4 guidelines and law and to show alternatives . So it 3-3 5 should show several different alternatives and it has to ' 6 meet all the guidelines before it can be certified. 7 MR. WOODWARD: Jim, it begs me to ask a t8 question. I think this might be partially where Bert 's 9 going. Who- determines that the data is accurate? ' 3-4 10. Because the Planning Commission, the City Council cannot ' 11 be expected to , be experts on the data itself, how it was 12 accumulated and whether it ' s accurate' or not, we ' re 13 being asked to certify a document. We ' re going to be 14 required to have a certain amount of input from staff on, 15legitimacy of the data. And so how .are we, goin.g to get 16 to that point on this? 17 MR. HAMILTON: Well., you'll see an ending 18 response to comments and you've gotten some attachments 19 with your staff report with various comments related to 20 the content within the EIR. ' 21 In a typical case, the City staff professionals 22 that work with the City review this information. Our 23 traffic department views that information. We also are 24 in contact with outside agenc'ie's. In the case of "the 25 Oasis Road area, Caltrans is a prime individual , also 14 J.V. KILLINGSWOTH. & ASSOCIATES REDDING, CA (530) 241-2224 4-15 i 1 federal highway administration, Fish and Game, variety 2 of other agencies . r, 3 The staff will be making a recommendation on 4 certification. We ,will have reviewed the information. 5 where we have identified a concern or a question 6 regarding the accuracy of the information; a response 7 would have been prepared by the applicant or his 8 consultant team in response to that and the City will 9 have to agree with it or not. We also rely on the 10 professionalism, the legal certifications, et .cetera, of 11 those professionals that prepare the information 12 contained in the document to ensure that it is in fact .- 13 accurate . 14 MR. CHAPIN: I have a question I guess for you, 15 Jim. How does this document coordinate with the Oasis y 3-5 16 Road specific plan Draft Environmental Impact Report and - 17 final approval? Can this move forward to approval in 18 the process before the Oasis Road specific plan is 19 finalized? 20 MR. HAMILTON: Yes. City Council has not I 7 21 placed a moratorium in the plan area so any project can 22 proceed to approval subject to compliance with City 23 ordinance, et cetera. So this project EIR stands on its �- I 24 own. This project is a significantly smaller component 25 of the area that ' s contained within the specific plan. 15 J.V. KILLINGSWOTH & ASSOCIATES REDDING, CA (5.30) 241-2224 4-16 J I 1 So bottom line =- 2 MR. CHAPIN: Can we assume as it ' s planned it ' s ' 3 going to. meet the requirements of the specific plan? 3-6 ' 4 MR. HAMILTON: If the project is certified and 5 moves forward or the EIR is certified and the project ' 6 moves forward and ultimately the use permit is approved, 7 they will have a standard, a legal right to proceed ' 8 under the approval that was granted to them. If in the 9 future a specific plan is adopted, an inconsistency 10 between the specific plan and the project itself will be 11 just that . It will be a nonconformity we see in many 12 other areas of the City. 13 In my own mind, I don' t see any dramatic ' 14 differences in this project from what is being proposed 15 in the project that the City Council has directed us to 16 evaluate. There are some differences from the general 17 plan. ' 18 MR. CHAPIN: Any other questions? Okay. ' 19 Is there anybody else? Go ahead and ask it 20 again. 21 MS. GOEDERT: Could you ask the appropriate 22 team member to respond to.my question. ' 23 MR. FROST: I already made plans for him to 24 come forward. I ' wanted to make sure we have everybody. ' 25 and all the. questions are .on the table . 16 ' J.V. KILLINGSWOTH & ASSOCIATES REDDING, CA (530). 241-2224 4-17 a 1 MR. CHAPIN: I think any of the staff working 2 for Mr. Levenson, if they want to address the 3 commission, this would be the time to do it . 4 MR. FROST: This is Paul Miller, one of the 5 principal authors of the Draft Environmental Impact r-, 6 Report. 7 MR. MILLER: Thank you, Planning Commission. 8 One of my roles is to supervise air quality and y 9 noise work. I did not actually do this air quality 10 noise work. This was done by Don Balanti who had also 11 worked on the prior work for the City of Redding for the �J 12 general plan, but I 'm in agreement with what they _ 13 f ound. i 14 On page 61.5 it really lays out the issue about 15 Knauf. The Knauf question we ' ll look at in the final ' 16 EIR. That ' s an individual source that 's near the 3-7 17 project site, so we ' ll look at, update .any of the 18 information related to that site. We ' ll look into how I i 19 that could affect the site. 20 But basically when we looked at the cumulative j 21 impacts as it shows on page 615 of the last paragraph, j 22 it talks about how the air quality element of the 23 general plan, actually the first paragraph there, it 24 says the project would be consistent with the general 25 plan, sort of the overall zoning of the project . And 17 J.V. KILLINGSWOTH & ASSOCIATES REDDING, CA (530) 241-2224 I i i 4-18 1 the general plan forecasts growth. And population and 2 employment under the general plan would result in ' 3 significant and unavoidable air quality impacts. 4 That ' s basically the air guideline sets forth 5 pounds per day of emissions of vehicles . It says if any 6 project exceeds 82 pounds per day of the reactive 7 organic gases or the -- let ' s see, the nitrogen oxides, 8 then that would be considered a significant impact . So ' 9 the City when they did. the general plan EIR had to 10 identify that . And this project exceeds that limits. 11 So this project also identifies the same 12 impact . It ' s not a different impact than what was ' 13 identified in the general plan. So that was a long ' 14 answer. Did that answer your question? 15 MS . GOEDERT: I think so. I ' ll have to dwell 16 on it a little bit . 17 MR. MILLER: That 's sort of where it ' s 18 summarized. ' 19 MR. CHAPIN: Okay. Thanks. 20 Anybody else that has any comments before we go 21 on to the next item? All right . 22 Is there comments to staff from the Commission? 23 Okay. 24 MR. WOODWARD: Jim, I had a little bit of a 25 hard time. I spent a lot of time going through. traffic 18 1 J.V. KILLINGSWOTH & ASSOCIATES REDDING, CA (5.30) 241-2224 ' 4-19 1 studies in this report . A lot of areas in there I felt 2 were lacking or I just couldn't understand what it was 3_8 3 asking. For one of them I couldn' t understand was, were 4 they taking into account increases in population? 5 It appeared to me what they were really doing y 6 is assuming how many trips or visits were going to be 7 made to a particular type of business and then they 8 accumulated those. I can only assume that as the 9 project expands and grew by 2025 and fully built out, 10 that ' s when the maximum amount of vehicles would be 11 visiting the site as a whole. 12 But I couldn' t quite tell if they'd taken into 13 account the traffic -- I mean, excuse me, the population 14 growth between now and then, which could be 50, 000 15 people . And some percentage of those are going to add 16 onto the numbers . That was one of the things not clear 17 to me. i 18 One of the big ones was it became apparent in 19 order to mitigate all the traffic issues and keep the 3-9 20 LOS to anything reasonable, we were going to be I � 21 signaling virtually ever intersection within reasonable 22 distance of this project . ' And I 'm joking a little, but 23 did seem that way, any major intersection is going to 24 end up being signaled. '^ 25 What I could not determine was the stacking 3.10 19 J.V. KI.LLINGSWOTH & AS`SOCIATES REDDING, CA (530) 241-2224 4-20 1 1 that was going to occur as a result of this development 2 in between the stoplights . Now, there ' s a couple points 3-10 (Cont) 3 in here where they mention inventory and referred to 4 Appendix C. Well, anybody up here that tried to read 5 Appendix C probably gave up. 6 So I.need to better understand the role of ' 7 staffing in relation to the number of turning points 8 they have going into the development, coming out of the ' 9 development at various points because there ' s no way for 10 me to determine how significant the traffic patterns are ' 11 going to be. 12 On page 5-48 , it lists 2005 plus Phase II 13 midday and weekday p.m. peak hour volumes of traffic. 14 If you look at item No. 3, whichis the intersection 15 accessing onto the overpass, if you count the trips ' 16 there and you divide it, you come out with about 89 car 17 per minute . And yesterday going eastbound on Cypress, 18 we couldn' t have gotten 89 cars per minute through the 19 Cypress/Bechelli intersection in three lights, which 20 means I was there for over five minutes . 21 So what that tells me is that these numbers ar 22 really serious , and that makes the stacking issue .all 23 that more important . So in order forme to grasp the ' 24 magnitude of these numbers, I really need to compare it 25 to something. And so what I 'd like to see is 20 J.V. KILLINGSWOTH & ASSOCIATES REDDING, CA (530.) 241-2224 ' 4-21 i 1 comparative figures for the same time frame. 3-10 2 If we have those from the traffic study for the (Cont) 3 Bechelli/Cypress intersection and the Hilltop/Cypress t 4 intersection, since. those both are fairly representative 5 of what ' s going to happen at the Oasis overpass , I feel 6 that can give me and the. Commission abetter feel for 7 the traffic impact that these numbers are going to 8 have. 9 There' s other concerns in here, but that ' s the 10 big one . I just could not get my .hands around how r-, 11 significant this traffic is going to be. 12 The other issue is Hawley and 299 . ' If you 3-11 13 go according to the study, there is no hope for that 14 intersection, particularly going northbound on Churn 15 Creek turning onto 299 going westbound. So I probably J 16 need a little more information on what ' s going to be 17 done. I 18 And I know we've had discussions about Caltrans 19 having the same concerns, but the level of service just 20 drops to F levels basically at that particular location 21 in 2025 for this development. And obviously there has 22 to be more mitigation than what ' s being represented in 23 this study to solve that problem. 24 So I don't need answers to those today. I was .- i 25 hoping by the time we get back together next time that 21 J.V. KILLINGSWOTH & ASSOCIATES REDD.ING; - CA (530) 241-2224 , 4-22 �- j ' 1 the applicant or staff might have some additional ' 2 information to help us on. I 'm sure there ' s more 3 issues, but those .are the big ones that kind of hit me 4 over the head. 5 MR. MEYER: Chairman Chapin said now is a good 6 time for me to provide some concerns that I have. And 3=12 ' 7 so the. first one deals with the FAR of 3 . 6 .on Phase II . 8 Seems fairly aggressive . You don' t have to answer this ' 9 now. You can do it on the next one. I think somebody 10 has to justify that to me. ' 11 I .look at the impact on Twin View- Boulevard 3-13 12 being closed and what that ' s going to do with the 13 businesses as well as what '.s happening to. Shasta Lake 14 City, how that ' s going to impact that area. I noticed 15 in the report had letters from Shasta Lake City they 16 didn' t want it closed, and so I didn' t -- when you have3-14 17 these parking garages; I don' t know if you're supposed 18 . to be landscaping them on the two-story jobs . But when 19 I looked at that, I don't know how you take a' sea of 20 asphalt, and somebody is going to be looking at it, I 21 don' t know how you make that look attractive . 22 I don' t. know much about dynamite and noise. I3-15 23 tried. to read the doggone thing. I know somebody' s 24 going to do some blasting. It ' s got to impact the area 25 I 'd sure like to find .out how that works. Even if you 22 ' J.V. KILLINGSWOTH & ASSOCIATES REDDING, CA (530) 241-2224 4-23 �y 1 close Twin View Boulevard, I 'm real concerned about 316 2 getting traffic to the north. 3 And in the Phase I of the project, it seems to 317 I 4 me that is a major issue. And by closing off Churn 5 Creek at the top of the end of the project and not 6 having some s-ort of turnout going through the Phase I, I i ' 7 don' t get it. 8 I have a problem with the-way the local traffic <_y 3-18 9 is going to be using the freeway. I know that Caltrans 10 says the state highway interstate system, isn' t supposed 11 to be used for people going up and down, the locals, an 12 this is forcing everyone out on the freeway before .you i 13 can get onto the project . 14 I don' t have a good feel from the EIR of what ^s 3-19 15 the people on Oasis Court are going to get out of this 16 deal . I look at this and I just, I don' t know how this 17 project works with those people. And those are my r 1.8 comments . > 19 MR. CHAPIN: Any other comments? Okay. I r• 20 guess that ' s the comments. So go ahead and close this 21 part of the public meeting and move on to the .next 22 item. 23 (Conclusion of Transcript .of Proceedings . ) 24 ' 25 23 i J.V. KILLINGSWOTH & ASSOCIATES REDDING, CA (530) 241-2224 4-24 1 2 CERTIFICATE OF REPORTER 3 STATE OF CALIFORNIA ) 4 ) 5 COUNTY OF SHASTA ) 6 7 I, DEBBIE BENSON, do hereby certify: ' 8 That the foregoing Transcript of Proceedings 9 constitutes a true and complete transcript of the 10 proceedings had at the time and place therein stated, ' 11 that such proceedings were taken down in computer-aided 12 shorthand by me, and thereafter reduced to typewriting 13 under my direction. 14 I further certify that I am not of counsel- or 15 attorney for any of the parties hereto, or in any way • 16 interested in the event of this cause, and that , I am not 17 related to any of the parties thereto. 18 1p 20 WITNESS MYnHAND THIS 15th day of June, 2004. 21 22 — ' DEBBIE J. BENSON 23 Certified Shorthand Reporter No. 6527 24 25 24 J.V. KILLINGSWOTH & ASSOCIATES REDD.ING, CA (530) 241-2224 4-25 Oral Comments and Responses i (This page intentionally left blank) I ; i i J I i 7 i I r-, I j 4-26 Redding Oasis Center Final Master EIR r Oral Connnents and Responses Oral Comment Responses 1: Gail Rich 1-1. See Response to Comment F18. 1-2. The Knauf Fiberglass Plant was the subject of an EIR and approved by the City of Shasta Lake on November 5, 1997. On March 14, 2000, the Shasta County Department of Resources, Air Quality Management District, granted a federal Prevention of Significant Deterioration (PSD)/Authority to Construct (ATC) Permit No. 97-PO-06. As required under its permit, emission testing for the Knauf facility was conducted after the plant was operational in April,September, ' and December of 2002. The results showed that the emissions that formed the basis of the permit for two sources (Fiberglass Forming/Curing/Cooling Section) and the Glass Melting Furnace were underestimated. The problem pollutant was Nitrogen Oxides (NO,,) for the former and particulate matter for the latter. On May 21, 2003 Knauf submitted an Air Permit Modification to the U.S. Environmental Protection Agency. On August 12, 2003 Knauf also applied for a modification to the ATC permit from the SCAQMD. The requested modifications included an increase in the NOX emissions and a decrease in PM10 ' emissions. On July 10, 2003, the SCAQMD held a public meeting to receive comments regarding the scope of a Supplemental EIR on the Knauf Plant. The Supplemental EIR on the Knauf Fiber Glass Plant, prepared by Sierra Research, Inc., was completed in March 2004. The purpose of the SEIR was to disclose the potential environmental impacts of the proposed changes to the Authority to Construct. The changes proposed were:. 1. Increase the limit on emissions of NOX from the facility's main stack from 5.66 pounds/hour to 22.6 pounds/hour; 2. Reallocate 0.9 pounds/hour of PMlo.from the Main Stack to the ' Furnace Stack, resulting in a PMlo emission of 1.0 pound/:hour for the furnace Stack; and 3. Decrease the PMlo emission limit for the Main Stack from 28.4 pounds/hour to 21.6 pounds/hour. Redding Oasis Center Final Master EIR 4-27 Oral Cominents and Responses The SEIR addressed a single topic: operational air emissions. { The SEIR utilized an air quality analysis based on the ISC-PRIME (Industrial source Complex with Plume Rise Model Enhancements) Gaussian Dispersion Model. The SEIR concluded that the project ... will not cause or. contribute to violations of the NAAQS (National Ambient Air Quality Standards) or CAAQS (California Ambient Air Quality Standards) in the local area nor contribute significantly to air quality deterioration in the Class I PSD areas ... the Project would exceed the emissions-base significance thresholds for ozone and NO,,. Therefore, the Project, without mitigation, may have a significant impact on regional air quality in the Sacramento Valley Air Basin. The SEIR identifies the utilization of an additional 74.2 tons/year of emission offsets to reduce the project's impact to a less-than-significant level. The General Plan was adopted in 2000, which is subsequent to the approval of the Knauf Fiberglass Plant but prior to the opening of the plant. The revised, emissions from the Knauf plant have been incorporated into the emission inventory for Shasta County and are reflected in the air quality data for the years 2002-2003. See Response to Comment I5 for a summary of air quality changes that have occurred since adoption of the General Plan. 1-3. See Responses to Comments 15 and 1-2. i a 1-4. As stated on page 3-30 of the DMEIR, the City of Redding 2000-2020 General Plan identifies full buildout of Churn Creek Road, which includes a northward i extension of Hawley Road/Churn Creek Road to connect with Twin View Boulevard. The adopted General Plan, which specifies extension of Churn Creek Road, is separate and distinct from the proposed project, and would remain in effect regardless of approval or denial of theproposed Redding Oasis Center project. As noted on page 3-30 of the DMEIR, Phase 1I of the proposed project includes construction of Churn Creek Road north of Oasis Road to the project �^ driveway that is just to the southeast of Major 3, as well as construction of Churn Creek Road south of Oasis Road to the southernmost boundary of the Phase II area. At its discretion, the Planning Commission may choose to approve the i i 4-28 Redding Oasis Center Final Master EIR i .Y Oral Comments and Responses proposed project subject to modification of any aspect of the project, including construction of the segments of Churn Creek Road described above. The project's contributions to cumulative impacts are discussed in the pertinent chapters of the DMEIR (please see discussion below). Contributions to cumulative impacts that. would result from implementation of the City of Redding 2000-2020 General Plan, including full buildout of Churn Creek Road with a northward extension of Hawley Road/Churn Creek Road to connect with ' Twin View Boulevard, are not attributable to the proposed project. These impacts would occur as a result of implementation of the General Plan, ' regardless of whether the proposed project is implemented. Regarding the comment on potential impacts on "wetlands between Blossom Park and Ridgewood Estates," the proposed project would have no direct effect on offsite wetlands. Project effects on wetlands are discussed on pates 8-39 through 8-42, and cumulative effects on biological resources, including wetlands, are discussed on pages 8-46 and 8-47. No displacement of residents along Hawley Road would result directly from the proposed project, which includes construction of Churn Creek Road north of ' Oasis Road to the project driveway that is just to the southeast of Major 3, as well as construction of Churn Creek Road south of Oasis Road to the southernmost ' boundary of the Phase II area. As discussed above, any displacement of residents along Hawley Road that could result from implementation of other ' plans or projects, including the. General Plan, would be attributable to those plans or projects. The proposed project's impacts on air quality are discussed in Chapter 6, Air Quality, and cumulative air quality impacts are discussed on page 6-15. As stated on that page, "The proposed project would therefore have a significant cumulative air quality impact on regional air quality." The pr6posed project impacts on police protection services are discussed on pages 13-12 and 13-13, and cumulative impacts on police protection services are discussed on page 13-15 ' (see response to comment F1). The project's impacts on noise are discussed in Redding Oasis Center Final Master EIR 4-29 Oral Comments and Responses i ,.7 Chapter 7, Noise, and cumulative noise impacts are discussed on pages 7-21 and IJ 7-22. After mitigation, only the air quality effects of the project would be cumulatively considerable and be identified as significant impact. Oral Comment Responses 2: John Schuler 2-1. As noted by the commenter, and on page 3-30 of the DMEIR, extension of Churn Creek Road north of Highway 299 is not part of the proposed project. As is appropriate for a cumulative impact analysis, the northward extension of 4� Hawley Road/Churn Creek Road to connect with Twin View Boulevard is included in the cumulative impacts analysis of the DMEIR. As stated on page 16-5 of the DMEIR, the cumulative impact analyses are based on information contained in the City of Redding 2000-2020 General Plan, which, as stated on page 3-30 of the DMEIR, identifies full buildout of Churn Creek Road. The cumulative impact analysis of the individual chapters incorporates buildout of Churn Creek Road as appropriate to the impact category in question. This includes the cumulative traffic analysis of the DMEIR (2025 buildout), which incorporates the extension of Churn Creek Road, as stated in Scenario 5: 2025 Cumulative No Project, page 5-6 of the DMEIR, and the cumulative noise f analysis, which is based on the cumulative traffic scenarios, as discussed on pages .7-20 through 7-22. Please see also Response to Comment 1-4, which discusses cumulative impacts including those associated with extension of Churn .,.i Creek Road. i Oral Comment Responses 3: Planning Commissioners .� 3-1. See Responses to Comments I5 and 1-2. The issue of non-compliance with j respect to the Knauf Plant is with respect to conditions of the permit, not non- compliance of air quality. The SEIR on the Authority to Construct modifications found that emissions from Knauf as permitted under the original permit or 4-30 Redding Oasis Center Final Master EIR i i I Oral Continents and Responses under the proposed modified permit would not violate any national or State ambient air quality standard. 3-2. As stated in the response by Jim Hamilton, Development Services.Director, City ' of Redding Development Services Department, at the June 8, 2004 public hearing, the EIR consultants for the proposed project are compensated by the 1 project applicant, consistent with City policies that were in effect at the time the project was initiated. During preparation of the Draft EIR, the City of Redding ' Planning Department reviewed and commented on internal administrative drafts, and these administrative drafts of the EIR were modified in response to City staff comments to produce the published Draft EIR. The final determination as to the adequacy of the EIR is the responsibility of the City of Redding. At the time of Planning Commission consideration of the Final EIR, City staff will, after reviewing the Final EIR, make a recommendation on certification .to the Commission. The Commission may then, at its discretion, certify that, in its independent judgment,the EIR is adequate,complete,and conforms to CEQA. 1 It should be noted that it is standard practice throughout the State of California for project applicants to fund the costs of environmental review, whether they contract directly with the environmental consultant, as in the case of the Redding Oasis Center MEIR, or whether the contract is let and administered by the Lead Agency. In the latter situation, the Lead Agency recovers the costs of the EIR preparation from the applicant, usually with the addition of an administrative fee. In all cases, the Lead Agency is legally responsible for ensuring that the EIR is unbiased and conforms with the requirements of CEQA. ' 3-3. As noted by the commenter, the EIR is required to analyze alternatives to the proposed project, which are presented in Chapter 15 of. the DMEIR. Please see Response to Comment 3-2 for a discussion of certification of the Final EIR. 3-4. As discussed in Response to Comment 3-2, City staff has reviewed the data and analysis in internal administrative drafts of the EIR, and the Draft EIR was modified to the satisfaction of City staff before publication. After the Final EIR is Iprepared by the consultants, reviewed by City staff, and revised in response to staff comments, the staff would make a recommendation on certification of the Redding Oasis Center Final Master EIR 4-31 Oral Comments and Responses Final EIR to the Planning Commission. The data collection, analysis, and conclusions presented in the DMEIR were prepared by a group of qualified professionals with many years of experience, training, and expertise in their individual specialties (e.g., biology, air quality, noise, traffic, etc.). In some cases, the City drew on the review of its own specialists to confirm the findings J presented in the document. In addition, numerous regional and State regulatory agencies with their own staffs of qualified experts were provided the opportunity to review and comment on the DMEIR. Comment letters from the r-, California Department of Fish and Game and the California Department of Transportation (Caltrans) are presented in this Responses to Comments Document, with responses to their comments provided. (See comment letters B and D,respectively.) 3-5. As stated in the response by Jim Hamilton, Development Services Director, City of Redding Development Services Department, at the June 8, 2004 public hearing, the proposed project and other projects in the Oasis Road Specific Plan area may proceed, and may be approved subject to compliance with City ordinances and requirements, before approval of the Oasis Road Specific Plan and certification of its EIR. I j 3-6. As stated the response by Jim Hamilton, Development Services Director, City of Redding Development Services Department, at the June 8, 2004 public hearing, if,prior to adoption of a Specific Plan, the proposed project is approved, it would I have a legal right to proceed, subject to any conditions of approval that may be adopted. If a Specific Plan is subsequently adopted, there could be one or more inconsistencies between the Specific Plan and.a Redding Oasis Center project that could have been approved previously. Any nonconformities between a possible future adopted Specific Plan and possible approved Redding Oasis i Center project would be analogous to those that exist in other areas of the City. .J 3-7. See Responses to Comments I5 and 1-2. 3-8. The traffic analysis evaluated roadway conditions in the vicinity, of the project site (examining 15 study intersections, listed on pages 5-3 and 5-4 of the DMEIR and shown on Figure 5-2) in 2025 with full buildout of the Redding General Plan. i 4-32 Redding Oasis Center Final Master EIR Oral Comments and Responses The General Plan projected population growth in the Ci� to increase from 78,518 in 1998 to 113,500 by 2020, reflecting an increase of 34,982 people. This ' population growth was assumed in the future 2025 traffic scenarios evaluated in the DMEIR and was distributed in accordance with the City of Redding's Travel Demand Forecasting model, which assumes planned urban development identified.in the General Plan: 3-9. The cominenter has a point: following implementation of mitigation measures ' identified in the DMEIR, all but two of the fifteen study intersections would be signalized by 2025 conditions. However, even without implementation of the proposed project, all but one of these intersections (Oasis Road at Twin View Boulevard) would require signalization in any event. The project would contribute to but would not be the only cause of growth in traffic volumes and tcongestion in the project vicinity. Implementation of project mitigation identified in the DMEIR would reduce the project's traffic impacts to less-than- significant levels. 3-10. Even with comparable,existing traffic estimates (provided below), other factors would make an apple to apples comparison between Oasis Road and these other intersections impossible.due to variations in lanes.configurations, signal timing and intersection spacing. Standard traffic analysis techniques have been used in the MEIR to estimate future queuing as described below. With that said, a comparison of peak hour traffic for 2006 Oasis Road between ' Twin View Drive and the northbound ramps and Cypress Avenue between Hilltop Drive and the northbound ramps would be the most useful comparison. John Abshier, City Traffic Engineer, reviewed available data and MEIR estimates and indicates there would be 822 westbound trips and 840 eastbound trips during the PM. peak hour at the Oasis Road location versus 1,950 westbound trips and 1,590 eastbound trips during`the PM peak hour at the location on ' Cypress Avenue. (based on counts done in 2004). The Oasis Road scenario consists of two through lanes while the Cypress scenario consists of six through lanes. ' Redding Oasis Center Final Master EIR 4-33 Oral Comments and Responses The DEIR has recommended installation and operation of traffic signals on Oasis Road at the intersections with Cascade Boulevard, 1-5 southbound off.-ramp, 1-5 northbound on-ramp, and 1-5/Twin View Boulevard as a coordinated signal system for Phase 1A development. When traffic signals are coordinated, signal phasing and timing can be set to provide efficient green time progression for motorists to drive from the first to the last intersection. This would minimize queue (or stacking) between intersections. Table 5-11 (see Appendix 1) compares the estimated queue lengths and the -storage lengths being provided by the required roadway improvements (mitigation measures). Roadway J improvements are being recommended to . minimize queue between intersections. _J The same approach has been applied to the subsequent phases of development. r, Phase 1B would require the addition of a new signal at the Oasis Road/Eastern Driveway intersection. Table 5-15 (see Appendix 1) shows the comparison of estimated queue and storage lengths for all the intersections within the expanded and coordinated signal system. Table 5-28 (see Appendix 1) shows the estimated queues at and between intersections for the same coordinated signal system on i Oasis Road under the. Cumulative Project conditions. Implementation of the i identified roadway improvements would accommodate the estimated queue lengths. However, ongoing fine tuning of the coordinated signal phasing and timing plans would be essential to minimize stacking and delays along Oasis Road during different times of the day and different days of the week. 7 i 3-11. As stated in Impacts 5-18 and 5-19 on page 5-70 under the Cumulative No Project ri condition, the intersections of Hawley Road/Highway 299 westbound ramps and Hawley Road/Highway 299 eastbound ramps would both operate at LOS F during both the weekday and Saturday peak hours. Mitigation Measure 5-18 requires that the intersection with the westbound ramps be signalized and widened to provide two left-turn lanes and two through lanes in the northbound approach, one left-turn and one shared through/right lane in the westbound approach. Mitigation Measure 5-19 requires that the intersection with the eastbound ramps be signalized and widened to provide one left-turn lane and one shared through/right lane in the eastbound approach. Implementation of 4-34 Redding Oasis Center Final Master EIR Oral Connnents and Responses these measures would improve operating conditions to acceptable levels of LOS C or better. With the addition of project-generated traffic to these intersections under Cumulative Plus Project Conditions, the same mitigation measures described above would be required and their implementation would still result in operating conditions of LOS C or better during all peak hours. Thus, the assertion that "there is no hope" for these intersections is not valid, nor is the contention that the identified mitigation is inadequate. ' 3-12. The FAR is 0.36 for Phase II only. As indicated on page 4-51 of the Draft MSIR, the Phase II FAR would exceed the maximum allowable FAR of 0.30 established in Schedule 18.33.040-A of the Zoning Ordinance and Table 1-3 of the General ' Plan, which was identified as a significant but mitigable impact of the project. The proposed FAR for the Phase I project of 0.22 would be well within the FAR limit for the RC zoning district in which the project is located. In addition to identifying alternative options for mitigating the impact related to exceedance of ' the FAR limit by the Phase II project, the DMEIR evaluates two - alternatives to the project (Alternative 3 and 4) that have reduced Phase II FARs that would conform with the General Plan and Zoning Ordinance limits on FAR. These alternatives are summarized on pages 2-5 and 2-6 of the DMEIR and discussed in ' detail in Chapter 15 of the DMEIR. See. Response to Comment 13-16 that describes further refinements to the Reduced-Density Alternative (Alternative 3). Phase I under the revised Alternative 3 is located south of Oasis Road. Additional traffic modeling was also conducted as can be seen in Appendix 2. 3-13. The comment refers to the effect on businesses resulting from closure of Twin View Boulevard. Unless they result in a physical environmental impact, any effects on businesses would be .economic and social effects, which are not considered environmental effects under CEQA. Nonetheless, in response to this and similar concerns expressed as comments on the DMEIR, additional analysis addressing the socioeconomic impacts of the proposed project has been provided ' in this Responses to Comments Document. See Response to Comment G7 and the newly added Section 16.6, presented in Chapter 5, Text Changes to the Environmental Impact Report. Physical environmental impacts resulting from Redding Oasis Center Final Master EIR 4-35 Oral Coimnents and Responses —� closure of Twin View Boulevard are discussed in the DMEIR, including Chapter U 5, Traffic; Chapter 6, Air Quality; and Chapter 7, Noise. r I U 3-14. The significance criteria for Chapter 11, Aesthetics, come from Appendix G of the CEQA Guidelines. The first and third bullets in the list are the ones that most closely apply to this comment (see page 11-8 of the Draft MEIR). For environmental purposes, a significant impact is one that creates a substantial adverse effect on a scenic vista or the existing visual character of a site and its surroundings. The EIR identifies an impact related to this general issue in -7 Impact 11-1, on pages 11-9 and 11-10. The analysis concludes that the project's- impacts on the visual character of the site would be less than significant. That said, it is in everyone's interest to make the project attractive. Adherence with --J the Zoning Ordinance will help with effective implementation of design criteria codes regulating parking, trees in parking areas, lighting, and signs. 3-15. The potential need for blasting is discussed beginning on page 7-13 of the Draft MEIR. As discussed, heavy equipment would be used initially to break up the rock and should be effective in most cases. . Should blasting be needed, Mitigation Measure 7-1(b) provides details of the blasting plan that would be required. The requirements for the blasting plan are very comprehensive and i include consideration of a variety of factors. The type and quantity of explosives must be identified in the blasting plan, as stipulated by Mitigation Measure 7- r1; 1(b)(10)). 3-16 Traffic to the north of Oasis Road using Twin View Boulevard would have two options for continuing to the north without getting on the freeway. Drivers will either be able to continue across the Phase I site via the private driveway and reconnect with Twin View to the north of the site, or continue north via the future Churn Creek Road adjacent,to the eastern boundary of the project site, which would require heading east on Oasis Road for approximately 900 feet before resuming northward travel. Using either option, the traffic analysis presented in Chapter 5 of the DMEIR has demonstrated that all study intersections would operate at acceptable service levels, following 17 implementation of all identified mitigation measures. I� I i 4-36 Redding Oasis Center Final Master EIR r I Oral Comments and Responses Alternative 3: Reduced-Density Alternative has been modified to develop the property south of Oasis Road first,which would delay the need to abandon Twin View Boulevard across the site north of Oasis Road. The revised Reduced- Density Alternative would result in improved traffic flow on Oasis Road during the early stages of the project because it would eliminate the need for eastbound vehicles to turn left into the project site; instead they would turn right into the developed area south of Oasis Road. A quantified analysis of the traffic impacts of this modified alternative has been completed subsequent to the publication of ' the DMEIR. See Appendix 2 of this Responses to Comments Document for a, summary of this traffic analysis. The phasing of this revised alternative is shown on Figures 15-2a and 15-2b. Changes to pages starting on 15-13 of the Draft MEIR. ALTERNATIVE 3 - REDUCED-DENSITY ALTERNATIVE The Reduced-Density Alternative (see Figure 15-2) is similar to the project site plan with the following modifications: The intensity of the site use (both Phase I and Phase II) would be reduced 1 to a Floor Area Ratio (FAR) of 0.25. The Redding General Plan identifies 0.25 as the average FAR used for commercial land use forecasts in the General Plan. Since north of Oasis Road (Phase I as described in the proposed project) has an FAR of 0.21 no reductions would be required for the site plan north of Oasis Road. The area south of Oasis Road (Phase II as described in the proposed project) has an FAR of 0.36. To reduce the FAR on the area south of Oasis Road to 0.25 would require a reduction in the building area from 850,000 square feet to 587,000 square feet. This is a reduction of approximately 262,000 square feet of floor space on the Phase II area. Alternative 3 would propose Phase I be constructed on the south side of Oasis Road and consist of 310,000 square feet of regional commercial uses (the traffic study analyzed 250,000 square feet of shopping center and a 60,000 square foot multiplex theater). Phase 2 would be constructed on both the north and south sides of Oasis Road consisting of 320,000 sq. ft. of regional commercial uses north of Oasis Road and 277,000 square feet ' Redding Oasis Center Final Master EIR 4-37 Oral Comments and Responses of regional commercial uses south of Oasis Road (see Figures 15-2a and U 15-2b). ._ U Land Use and Planning-(L) Most of the land use and planning impacts of the Reduced-Density Alternative would be the same as under the proposed project. However, the impact associated with exceeding the allowable FAR on the Phase II site would be avoided. This impact would have similar but lesser operational impacts identified for the proposed project, including degradation of police and fire services below standards established in the General Plan; encroachment on the Salt Creek flood plain, in conflict with the General Plan and Zoning Ordinance; exceedance of the.maximum allowable sign area; and conflict with General Plan policies pertaining to the provision of public transit and other transportation facilities. This alternative would not result in new land use or planning impacts. The Reduced-Density Alternative would also delay the impacts associates with the abandonment of. Twin View Boulevard north of Oasis Road (the impacts that would be reduced [delayed] include Impacts 4-6, 4-7 and 4- 8). Mitigation Measures 4-6; 4-7, and 4-8 would be revised to reflect the phasing changes proposed with Alternative 3 should it be selected. r , Changes starting on page 15-15. Traffic-(L) �- Please refer to Appendix 2 of the Responses to Comments Document for the analysis of the traffic impacts of the Reduced-Density Alternative (Alternative 3); assuming development of the project begins in the area south of Oasis Road. site, eempar-ed to eemmer-eial development in Phase P ef the pr-apesed project weuld result in 2,;Z65 weekday PN4 pea-k -he-of vehiele t+ips (the suas of r-, , Pens" Alle-m- -atiWe %;euld result in 534 fewer- %xeekday PN4 Peak he . U i 4-38 Redding Oasis Center Final Master EIR I ;:o SHM Z N 1-4 s:c rn o' rn Nona 1 = T I �, � I � � , / • 1 ah • r I I � a � d3tiyt��yy�� N a I i PAD- I oi • •N O^ � I i ¢ a �S N W 1 N H H HHH�H u 41 rnr'Mnrnrnii�rt pzpz l° 8 LOW FFFFFFF DDD DDDD z z m \P IY-I t;- K 1+ K K K I+l+ 14- 6+ W K K K Kz 40 ' 12, o N D = � a�11o$� zvTi 11 11 II II N� N lP O11 N N r M M M, M m Mao r m M � M M m M vmZ zonm gqcy Z r \ T 4 / \ 4 [}OQf+H+° ine + AAA-AAl a g PAD I 4 V i fl + + b O I �� ° + b PADMMTR— PAD Z At _I �r ii�iuinn r L. . ' `r rJTfTITLJ r PADi ' +� ul'�Illflu'I'II x Y �I� i PAD 9 a 20 tc x I I r ► b \ RerAL *-D 1 - s ".I t ;rn ° bbb�bbg��ggbbb � so��a�ut �c�N _ DD DDDDDDDD>A = 6 C rD, wN _ DDDD . W6- 6 Ci y ..� r in * wN—p r-rrr= r=r-Fr= r=Fr=r 70 Frrr F WN q�tAD D WN - _ � ' + � D � � i P "az*Z D G; j :cn o > j m cn C: ; Z b µ µ w µ µµ µ w 1+ µ µI+ 1+ 6+µ µ µ1+ I+ I+ 1+I+ 1+ 1+ M µ µ µ µ 1+ µ 1+ µ µ 1+ C 1+ 1+1+ 1+ 1+ µ µ 1+ 1+ I+ 1+ µ >� y Ur�+UI �* ��. � CAN �UINWCA� CpN�O D -1J UI UI D > i b b bb bb bb b b bo bb b_ wNfD $fig ,� � b 00000 000 0000 0 0 0 00 0 1 00 o W �, IV LOral Comments and Responses Changes starting on page 15-16. ` Public Services-(L) The impacts of this alternative on police and fire protection services would be essentially the same as those identified for the proposed project. However, a proportionally smaller increase in calls for service generated from the south of Oasis Road portion of the P4ase11 site would be expected due to the reduction in total square footage of new development. Developing the south of Oasis Road portion of the site first would delay the effect of Impact 13-3 regarding abandonment-of Twin View Boulevard and access to properties north of the site. Mitigation Measure 13-3 would be revised to reflect the phasing changes proposed 1 with Alternative 3 should it be selected. Changes starting on page 2-5. The second bullet under alternative 3 is revised to read: „c4 Q-2 --� i 12 the py-opesed pfajeet has an FAR ef 0.36. To FeadurCe tht�a FAR An Phase A te 0.25 wauld Y-eqttife a Feduetien iffn 0he building area f4affi 850,900 squar-e feet to 597,090 squar-e feet. T-14is is a fedmetiAn R4 44e Phase 11 area (replacing tkefn w44 par-king plaEes) al4d . Alternative 3 would propose Phase I be constructed on the south side of Oasis Road and consist of 310,000 square feet of regional commercial uses. Phase II would be constructed on both the north and south sides of Oasis Road consisting of 320,000 square feet of regional commercial uses north of Oasis Road and 277,000 square feet of regional commercial uses south of. Oasis Road (see Figures 15-2a and 15-2b Page 2-6 of the Draft MEIR, first full paragraph, first sentence, is hereby revised to read as follows (insertions underlined, deletions shown in s44EetIq,-aUgI4): 1 This alternative would result in reduced impacts as compared to the project on land use and planning, transportation/circulation, air quality (#tee of the air quality impacts would still be significant and unavoidable), noise, hydrology and water quality (one hydrology impact Redding Oasis Center Final Master EIR 4-43 r-, , Oral Comments and Responses 17 would still be significant and unavoidable), public services, and utility _ systems and services (one storm drainage impact would still be significant and unavoidable). 3-17. Although the traffic analysis demonstrated that extension of the future Churn r } Creek Road north from Oasis Road to Twin View Boulevard would not be i I required in order for all study intersections to operate at acceptable levels of w service (following implementation of project mitigation), completion of the roadway segment was identified as necessary mitigation for land use and public services impacts. Therefore, a through public roadway connecting to Twin View Boulevard to the north of the project site would be required as a condition of project approval. Please also see Response to Comment 3-16. ' � J 3-18. Ultimately, Churn Creek/Hawley Road and Twin View Boulevard north of the project site will be a continuous north-south arterial street from south of Route i i 299 to north of. Pine Grove Avenue to serve the local traffic, as designated in the w� General Plan. During all interim phases of project development, at least one public roadway would provide adequate north-south access across the project sites without requiring local traffic to resort to the freeway. See also Responses to Comments 3-16 and 3-17. 3-19. As discussed in Impact 4-1, page 4-45, noise and dust from the construction of the proposed project would adversely affect neighboring residents, including those on Oasis Court. As discussed in Impact 6-1, page 6-9, exhaust emissions J and fugitive particulate mater emissions would temporarily affect local air r i quality at adjacent land .uses, including residences on Oasis Court. Mitigation Measure 6-1, page 6-10, would reduce construction impacts related to particulate emissions to a less-than-significant level, but emissions of ROG (reactive organic L; gases) and NOx (nitrogen oxides) would remain significant and unavoidable. As discussed in Impact 7-1, page 7-13, project construction would increase noise u levels in the project vicinity, including Oasis Court. Mitigation Measure 7-1, !-1 pages 7-15 through 7-17, would reduce construction-related noise impacts to a i less-than-significant level. r7 As discussed in Impact 5-8, page 5-56, the expanded roadway width on Oasis �— Road would encroach upon an existing single-family residence located at the u 4-44 Redding Oasis Center Final Master EIR (7 i i IOral Connments and Responses existing intersection with Oasis Court. Mitigation Measure 5-8 (a) calls for the project sponsor to negotiate a relocation agreement with the affected property ' owner, and for the property owner to receive fair-market value for the property or be relocated to a comparable property and residence. As discussed in Impact 7-2, page 7-17, traffic and other on-site project noise sources would increase noise levels in the project vicinity, including Oasis Court. Mitigation Measure 7-2, page 7-19,would reduce operation-related noise impacts to a less-than-significant level. As discussed in Impact 7-3, page 7-20, the project would increase cumulative traffic-related noise levels in the project vicinity, including Oasis Court. Cumulative noise impacts to the existing residences on Oasis Court would be mitigated by the project-specific noise mitigations of Mitigation Measure 7-2. As discussed in Impact 11-3, page 11-11, private views of the Phase I project site from neighboring residences (the four residences on Oasis Court) would be 1 changed. This impact would be less-than-significant. As discussed in Impact 11- 4, page 11-12, private views of the Phase II project site from neighboring residences (on Oasis Court) also would be changed. Mitigation Measure 11-4 would reduce this visual impact to a less-than-significant level. ' Effects of the project alternatives on Oasis Court residences are discussed under Noise, pages 15-8, 15-11, 15-15, 15-21 and 15-25; and under Aesthetics, pages 15-10, 15-12, 15-16, 15-22,and 15-26. i . Redding Oasis Center Final Master EIR 4-45 I Oral Comments and Responses n `j I I i i . (This page intentionally left blank) I I I _ I I rvl i I � I I, I � I i I I it I 4-46 Redding Oasis Center Final Master EIR II U - CHAPTER 5. PLANNING COMMISSION ' COMMENTS AND RESPONSES (12-14-2004) A previous version of the Final MEIR for the proposed project was published in November 2004, and considered by the City of Redding Planning Commission on December 14, 2004. At that meeting, Commissioners and members of the public raised ' comments and questions regarding the November Final MEIR, and the Commission determined that the Final EIR should be revised and resubmitted to the Commission. In addition, written comments were received from Caltrans in a letter dated December 9, 2004. This section addresses the substantial comments received during the Planning Commission meeting on December 14, 2004, and contained in the December 9, 2004 Caltrans letter. These comments, and the corresponding responses, are summarized below, grouped by source (Planning Commission meeting and Caltrans letter). Some of the comments at the Planning Commission meeting and the Caltrans letter relate to the same topic, some comments refer to topics that have already been responded to in other chapters in this Responses to Comments Document, and some comments are non-substantive or do not address CEQA-related issues of the proposed project. Responses to these comments are provided even though CEQA does not require individual responses to comments received after the end of the Draft MEIR comment period. For these reasons,this section summarizes substantive new comments, rather than providing an exhaustive enumeration of all comments received. Comments are presented and numbered in the order in which they were raised in the Planning Commission meeting or Caltrans letter. For each commenter, the name and title/identification of the individual making the comment is shown in parentheses. Redding Oasis Center Final Master EIR 5-1 Planning Commission Comments and Responses I Table 5-1 List of Commenters at December 14, 2004 Public Hearing t:S£Vx.{R xF3 $.YR. i 3� £ASF C Fb k3 FJ F £bs 3� H F>tiS 4 YT. :'N 3 x ✓ 3 'F. .',`k RAF Fi t h.' A$��.: F i i- £lis xd x. [ P e€, Y q'z a S�+` 'ak z�, as s ,� �11t N."'Idu' OBJ'1natoU , a ,I'xx�Af lluatlon s, ; }x 3 x` '� tr�a F�l ate a cR a :sax..€1'•g's.i )P $ #t F :'�"� :s i.a .,.,SaN,�� °i, t ,F: 4 ,aria�:,x M a G. dsy ..,'H.uia st3'31 H -yrs es i..;� E ? BT Barry Tippin City Engineer December 14,2004 JH Jim Hamilton City Director of Community December 14,2004 Development Department TH Tim Huckabay Caltrans District 2 December 14,2004 7-1 CC Commissioner Chapin Redding Planning December 14,2004 Commission GR Gail Rich Area Resident December 14,2004 CB Cafla Bloxham Area Resident December 14,2004 r- PP Parker Pollock Area Resident December 14,2004 JS John Schuller Area Resident December 14,2004 I SW Scott Wilson Area Resident December 14,2004 VW Virgil Weld Area Resident December 14,2004 t� ED Eihnard Diaz Area Resident December 14,2004 NP Nancy Panks Area Resident December 14,2004 r i AS Anna Shimko Area Resident December 14,2004 ~ i CT Tim Huckabay, Caltrans District 2 December 9,2004 .__1 r-^ ORAL COMMENTS AT PLANNING COMMISSION MEETING J OF DECEMBER 14, 2004: I Substantial Comments by Barry Tippin, City Engineer BT-1 In Table 5-11, Phase IA queuing length is 555 feet, while available storage area is 1 510 feet; no mitigation provided. Response: Revisions made to the traffic mitigations have eliminated queuing in excess of storage areas. I 5-2 Redding Oasis Center Final Master EIR 4 � U Planning Commission Comments and Responses BT-2 In Table 5-15 has queue length for the westbound through lane at northbound I-5 ramps of 506 feet, while Phase 1A has queue length at this location of 555 feet; this is inconsistent. Response: Revisions made to the traffic mitigations have eliminated queuing in excess of storage areas. BT-3 The project does not provide mitigation in the form of detention or retention to control storm water runoff. The model being utilized to analyze and identify adequate mitigation might not accurately reflect the facilities necessary to convey storm water. Response: H dmet Inc. has presented the Ci� Engineering Department with an expanded report (Appendix 5 of this Responses to Comments Document) to further document the prior results and conclusions regarding hydrology impacts as presented in this MEIR. There is an expanded discussion of detention and retention options. Please see Response to Comment G55. BT-4 The determination that construction of a storm water mitigation facility (as required by Council Policy 1806) would increase downstream peak flows in Churn Creek is a concern to Engineering staff. Response: Please see Response to Comment G55 for more discussion of detention facilities, and the Updated Hydrology Report (Appendix 5 of this Responses to Comments Document). BT- The e cumulative impact analysis (reflecting future development of the entire drainage basin) shows lower peak flows-than that resulting from the model reflecting current (2004) development. Engineering staff is concerned with the lack of clear, precise documentation as to how the scenarios occurred. Response: In the expanded.hydrology report (see Response to Comment BT-3, above),future peak flows exceed those attributable to current development. Redding Oasis Center Final Master EIR 5-3 i 1 i Planning Commission Connnents and Responses Substantial Comments by Jim Hamilton, Development Services Director JH-1 The document should be reorganized so that it could be easily read and. understood. 47 Response: In response to this comment several ideas have been implements to make this Responses to Comments Document easier to read. The comment letters and responses have been reorganized so that the responses to.each letter 4_j directly follow the letter. The Oral Comments have been reorganized so that the transcript of the comments on the Draft MEIR is presented, followed ! immediately by the responses to all the oral comments. An Executive Summary Chapter has also been added that includes the Revised Table 2-1 (Summary of Environmental Effects). The Executive Summary identifies key 4 revisions to the traffic 'analysis and modification to Alternative 3. Finally, a ti Table of Commenters is provided at the-beginning of Chapters 3,4-and 5. � JH-2 There are errors in Traffic Mitigation Measure 5-5, which did not capture the essence of what needed to be done. Response: Revisions to Mitigation Measure are identified .in the Revised Table 2-1 (Summary of Environmental Effects) and shown in Response to Comment D23. Substantial Comments by Tim Huckabay,Caltrans Deputy District Director TH-1 The EIR should be recirculated because significant new impacts to the 1-5 r" interchange were not identified, for example,Table 5-21 in Draft EIR between 273 and Oasis is Level of Service (LOS) C, and the Final EIR shows an unacceptable LOS D. tty Response: Recirculation is discussed in the Areas of Controversy section of the Executive Summary of this Responses to Comments Document. The traffic modeling in the MEIR has been adjusted multiple times in response to detailed comments by Caltrans, including adjustments to letter from Caltrans i i dated December 24, 2004, with a detailed attachment addressing "Recommended Changes To the Synchro Files as of December 21, 2004". A follow-up meeting was conducted between TYLin/CCS, the City staff and 5-4 Redding Oasis Center Final Master EIR hI { 1 Planning Commission Comments and Responses Caltrans on January 21, 2005 to agree on appropriate responses to all of Caltrans' requests. The appendices in this Responses to Comments Document reflect the refined modeling assumptions and mitigations have been identified to reduce the significance of all the potentially significant traffic impacts. TH-2 All the capacity of the I-5 interchange could be used up by the proposed project and additional projects that would result in significant impacts could only be mitigated by major modifications_to the interchange. Response: The comment refers to the impacts of potential future projects,_ which would be required to be mitigated as part of the approval process for those future projects. The impacts of these potential future projects, by definition, would not be attributable to the proposed project, and mitigation of impacts of future project is not the responsibility of the proposed project. If the Redding Oasis Center were built out to the trip limits included in Mitigation Measure 5-5, then additional traffic from other projects would likely result in deterioration of LOS to levels below LOS C, until the Oasis Road/1-5 interchange is rebuilt. TH-3 Regarding Mitigation Measures 5-1 and 5-7, CEQA requires demonstrating that the mitigation is feasible, but applicant has not done this. Response: As discussed in Response to Comment CC-1 by Commissioner Chapin, below, the two hazardous waste sites on Cascade Boulevard (2403 Cascade Boulevard and 2415 Cascade Boulevard) have been cleared by the RWQCB and Shasta County Department of Resource Management, respectively, and do not constitute an impediment to implementation of the proposed Mitigation Measures. Implementation of the Mitigation Measures may require additional right-of- way for widening and/or relocation of ramps, Oasis Road between the ramps, and Twin View Boulevard. Caltrans has the legal authority to acquire right-of- way as required. See Response to Comment CT-5 for additional details on secondary impacts that could occur from right-of-way acquisitions. Redding Oasis Center Final Master EIR 5-5 I Planning Commission Comments and Responses r--` { I The Mitigation Monitoring Program (MMP), Chapter 18 of the Draft MEIR, as revised by the Final MEIR (Responses to Comments), constitutes the process that would assure that implementation of the mitigation measures would occur before Phase II construction can begin. Additional detail, including identification of sources of funding for interchange improvements, is not required by CEQA, and no capital outlay or capital improvement plan is needed to assure the mitigation can be built. ' _ fJ PRELIMINARY INTERCHANGE DESIGN CONCEPT Preliminary design information (plan and profile views) for the Oasis Road Interchange Phase II Improvements has been prepared by TYLin/CCS and presented to the City and Caltrans for a preliminary assessment of the feasibility of the design. See the following Figures of Phase II Interchange r� Conceptual Design (Figure FEIR-1) and Phase II Interchange Conceptual Design Profile (Figure FEIR-2). The TYLIN/CCS design concept,which differs from the design. of the interchange (Alternative I) contained in the 1995 Caltrans Design Study Report,features a new Phase II bridge that is parallel to and overlaps the existing bridge. The reason for this change is to avoid the new gasoline filling station at the southwest corner of the interchange. The TYLIN/CCS design concept would overlap the existing structure by �J staging the construction of the new structure. 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',,, J� � ?,•,: tv •; IY ry ,i t, , v ! , rIl1 (° I i \._I}� � `n .)'1 Ci,�sl 11\. � !a { � ��.. -II �•_-''�{ I - 'a., �1�_ � .;` Drawing: P:\02040\Masters\OSphose2alt2.dwg !� Layout: Loyoutl Feb 14, 2005, 12:50pm m Mon MON we mm M Elevatlon w A Q V � I I N + __ I j Co l.'Jlj ---_.__..._.... -------- yw Cq CD ON CD OD CD cz N m� ---1----- { - , C 0 NI C2 �� I !I! pir NO p T h - -- - r I N41 Ll N I // Flu � o.----- CD w CD po ro �i I j bits Conforr� ._------ ch .._.r_ ...... cm I I i 0 0 o io o o uol�.ona13 Planning Connnission Comments and Responses Staging and Grade Differences The profile of the grade differences of the TYLIN/CCS design concept are similar to what the City of Redding and Caltrans have previously indicated; this profile would have a design speed of 45 mph. A.disadvantage of the new ' profile is that on the west side at the current ramp intersection (southbound off- and on-ramps) there is a grade difference of 11.5 feet. On the east side at ithe ramp intersection the grade difference is approximately ten feet. On the west side, the profile of the TYLIN/CCS design concept would reach existing grade about 50 to 100 feet west of the new filling station (about 150 feet west of intersection of Cascade Boulevard and Oasis Roads), At the Cascade Boulevard intersection it would be about 3.5 feet above existing grade. On the east side the design concept would return to existing grade about 100 feet west of the Oasis Road/Oasis Court intersection (the future intersection of Oasis Road with the realigned Twin View Drive). These grade differentials would require creative staging (especially the ten- foot grade), to keep all turn movements open -at all times. ' This could potentially be done through a detour, depending on where construction is at any given time. At the intersection of the southbound off- and on-rams it may be necessary on-ramps, Y to realign the southbound off-ramp to the west to intersect with Cascade Boulevard as a temporary detour. One option is a hook ramp into Cascade Boulevard (not shown in Figure FEIR-1) to allow construction work to proceed on Oasis Road at the ramp intersection. This option would consist of a quick hookramp or curve passing south of the California Highway Patrol (CHP) building toward Cascade Boulevard, crossing the two parcels closest to Oasis _ Road between Cascade Boulevard and the southbound off-ramp. A second option would be to cut off the Phase I loop and divert this traffic to the left, while having the southbound off-ramp go across the loop and intersect with a higher grade on Oasis Road closer to the bridge. All traffic would be on the new bridge at this time. At the northbound on-ramp, the grade separation between the higher grade and the existing structure to the north would probably require a temporary Redding Oasis Center Final Master EIR 5-11 and ResponsesPlannin Connnission Comments detour of eastbound Oasis Road traffic headed to northbound Interstate 5. This is a low volume movement and the detour could be a signed U-turn , movement ori Oasis Road such that all movements onto northbound Interstate 5 are from westbound Oasis'Road. In summary, there are multiple otions for staging to accommodate the large increase in elevation. Access to the southbound on-ramp would require ' transitions from Cascade Boulevard, and access to the northbound on-ramp would require that all traffic be re-routed to westbound Oasis Road. Issues such as this are common in.interchange reconstruction. ' Other Interchange Reconstruction Issues The southbound on-ramp would pass near several buildings. Tightening this curve, to make it closer to the freeway and farther from the structures, would , be done during the detailed final design of the interchange. The TYLIN/CCS concept assumes that 1-5 is widened to its ultimate planned , alignment (four lanes in each direction). Depending on the timing of the interchange reconstruction and the I-5 widening, some of the Phase I and , Phase II improvements could tie into the existing freeway (three lanes in each direction) and reduce the total amount of construction work. , In contrast to the TYLIN/CCS design concept, Alternative I in the 1995 Caltrans Design Study Report would leave existing interchange bridge in place until a new interchange is built. This new bridge would be built to the south of the existing bridge and avoid the staging costs of the TYLIN/CCS , concept, but would require demolition of the new gasoline filling station at the southwest corner of the interchange. Thus, there would be a tradeoff between the costs of additional right-of-way and relocating the new gasoline filling station (Caltrans Alternative I) and staging of construction (TYLIN/CCS concept). Final Design of Interchange Reconstruction t, City staff and Caltrans indicate that the TYLIN/CCS design concept appears to be feasible although potentially more expensive than Alternative I for design , of the interchange contained in the 1995 Caltrans Design Study Report. The 5-12 Redding Oasis Center Final Master EIR ' Planning Commission Comments and Responses purpose of TYLIN/CCS design was to take a closer look at the feasibility of a ' design that would incorporate all of the expanded interchange. mitigation measures necessary for Phase II of the proposed project. Other aspects of the design review included a review of the traffic impacts of the transition from Phase I to Phase II. Caltrans will make the ultimate determination of the appropriate design for rebuilding the interchange. Caltrans could ultimately select Alternative I from the 1995 Caltrans Design Study Report, a hybrid solution, or another alternative solution such as that developed by TYLIN/CCS. This EIR cannot make that determination. TH-4 When interchange is replaced, it could not be widened in' its current vertical alignment. There is a lack of appropriate vertical sight distance, and existing structure would not meet design standards for an urban interchange. Response: See the discussion of interchange design in the response to Oral P g g P ' Comment TH-3 of Tim Huckabay, Caltrans Deputy District Director, above. Substantial Comments by Planning Commissioner Chapin CC-1 Inquired about the potential hazardous waste site. Response: Jim Wildauer, Associate Planner, explained at the Planning Commission meeting that there are two hazardous waste sites; one site (2403 Cascade Boulevard) has been closed by RWQCB, but the second site (2415 Cascade Boulevard) is listed as "open". This parcel would be affected if additional right-of-way were needed. According to a letter from the Shasta County Department of Resource Management, received after the planning commission meeting, the 2415 Cascade Boulevard site has also been closed? See also Appendix 6 of this Responses to Comments Document. Substantial Comments by Gail Rich,citizen GR-1 Extension of Churn Creek Road is not required, and the Circulation Element of ° General Plan should be modified to reflect this. ' Mark Cramer, R.E.H.S., Senior Environmental Health Specialist, Shasta County Department of Resource , Management,letter to Jim Harrison,6436 Clear View Drive,Anderson,California,re: Underground Storage Tank Removal Investigation,2415 Cascade Boulevard, Redding, California,May 28,1999. Redding Oasis Center Final Master EIR 5-13 Planning Commission Comments and Responses Response: Extension of Churn Creek.Road from 299 to the southern part of the project site is not part of the project, and would be subject to a separate decision process. ' Substantial Comments by Carla Bloxham,property owner CB-1 Spoke in support of the proposed project. Response: No response required. Substantial Comments by Parker Pollock, citizen PP-1 The commenter agreed with Carla Bloxham's comments. Response: No response required. Substantial Comments by Phyllis Pollock,resident of Hawley Road PP-2 The commenter is concerned about flooding and traffic, and wants more development in the downtown area instead of at the proposed project site. 1 Response: Flooding and transportation issues are addressed in the pertinent sections of the MEIR, including Chapter 5, Traffic and Chapter 10, Hydrology and Water Quality of the Draft MEIR. The comment supporting more development in the downtown area instead of proposed project is noted. Substantial Comments by John Schuller,resident on banks of Churn Creek JS-1 Disagrees with page 8-3 of Draft EIR stating Redding receives 26 inches of rain, and says his area receives much more than 26 inches. Disagrees with conclusions of hydrologic analysis, and thinks decisions should not be based on models using only a 24-hour storm. Churn Creek is currently being designated as critical habitat by National Marine Fisheries Service (NMFS). Response: The climatic information presented in the Setting section of Chapter 8, Biological Resources, page 8-3, including the figure of 26 inches of annual rainfall, describes the setting for biological resources in the project ' vicinity. The analysis of offsite flooding potential in Chapter 10, Hydrology and Water Quality (page 10-14), was based on 10-year, 25-year, and 100-year , 5-14 Redding Oasis Center Final Master EIR Planning Connnission Comments and Responses storm events, rather than the annual rainfall information presented on page 8- 3. As discussed in Chapter 8, Biological Resources, page 8-26, NMFS is in the process of revising the Critical Habitat designations of the project area. Churn Creek may be included in the final determination of Critical Habitat. See also ' comment B1 from California Department of Fish and Game. The Department agrees that neither Salt Creek nor the intermittent creek, which flows through the project site, provide suitable spawning or rearing habitat for anadromous fish. JS-2 Map for Phases I and II shows Churn Creek/Hawley Road extension, and Anna Shimko's statement that this extension is not part of the project is disingenuous. Response: The extension of Churn Creek Road south of the project site is not part of the project, as discussed on page 3-30 of DMEIR. Churn Creek Road is shown on the maps.in the EIR, along with other nearby non-project features, for informational purposes and to orient the reader. Placement of Churn Creek Road on maps in the EIR does not mean that extension of Churn Creek Road is part of the project. Substantial Comments by Scott Wilson,representing neighbors of Dry Gulch Creek SW-1 Questions accuracy of hydrology analysis. Final MEIR needs to address the impact of Churn Creek further downstream. He agrees with Gail Rich. He and ' his neighbors are affected by flooding when it rains. Response: Past and current flooding impacts to the commenter and his neighbors are the result of development to date, not the proposed project. The ' project would not affect flood levels on Dry Gulch Creek. The hydrologic analysis of the proposed project shows that it also would not adversely affect ' peak flooding on Churn Creek. Substantial Comments by Virgil Weld,citizen VW-1 The commenter spoke in support of the proposed project. Response: No response required. Redding Oasis Center Final Master EIR 5-15 Planning Commission Comments and Responses Substantial Comments by Eihnard Diaz,representative for Thomason Development ED-1 Additional information was submitted by applicant, but there was no time for , thorough review. The document should be more user friendly. The effect.of the project on interchange is a concern, and his client is worried that, potential ' development could be foreclosed if the traffic/interchange issue is not addressed. Response: Substantive comments on issues raised at the Planning Commission hearing of December 14, 2004, and the Caltrans letter of December. 9, 2004, which address, among other topics, additional information submitted by the applicant, are addressed in this chapter (Chapter 5 of the Responses to Comments Document). Please also see Response to Comment JH-1, which addresses issues to make this Responses to Comments Document more user friendly. Impacts of the proposed project on traffic and necessary-mitigation measures are discussed in Chapter 5, Traffic of the Draft MEIR; and Chapter 2, Written Comments and Responses, Chapter 3, Oral Comments and Responses, Chapter ' 4, Text Changes to the Environmental Impact Report, and Appendices 1, 2, 3, and 4 of the Final EIR (Responses to Comments). While this EIR addresses the traffic impacts of the proposed project, it is not the responsibility of the proposed project to mitigate the effects of possible future developments. ' Please see Response to Comment TH-2 that addresses the issue of remaining capacity at the interchange prior to the interchange being rebuilt. Substantial Comments by Nancy Panks, citizen NP-1 The commenter spoke in support of the proposed project. ' Response: No response required. , Substantial Comments by Anna Shimko, attorney for proponent AS-1 The conditions triggering recirculation have not been met, and EIR is ready to be presented to City Council. Replacement of interchange is identified in General 5-16 Redding Oasis Center Final Master EIR ' ' Planning Commission Comments and Responses Plan, and with this, there would be capacity for project plus cumulative projects ' envisioned in General Plan. Response: Comment noted, no response required. ' WRITTEN COMMENTS BY TIM HUCKABAY, DEPUTY DISTRICT DIRECTOR, CALTRANS, IN DECEMBER 9, 2004 ' LETTER TO JIM WILDAUER, CITY OF REDDING DEVELOPMENT SERVICES DEPARTMENT: CT-1: Due to new information and analysis in FMEIR supporting revised Mitigation Measures 5-1 and 5-5, recirculation is requested. ' Response: See the response to Comment TH-1 and the discussion regarding P P g g recirculation in the Executive Summary Chapter in this Responses to ' Comments Document. CT-2: Impacts to interchange need to be clearly stated, revised Mitigation 5-1 includes loop onramp. ' Impacts to the interchange are described in Chapter 5, Traffic, of the Draft MEIR,as modified by the Final MEIR,including Impacts 5-1,5-7,5-8,5-10,.and 5-11. The loop on-ramp is identified in Mitigation Measure 54•for Phase I, as mentioned by the commenter,as well as Mitigation Measure 5-7 for Phase II. CT-3: Implementation of Mitigation Measure 5-7 is confusing when considering the transition between Phase I and Phase II. Mitigation Measure 5-7 states that in order to allow Phase II the westbound approach shall be widened to provide a 1 loop onramp to southbound I-5 and three through lanes. This questions whether the loop onramp required for Phase 1A will have to be relocated and reconstructed due to the proposed widened approach for Phase II. Response: The loop ramp installed for Phase I may need to be relocated to ' accommodate the interchange widening that would be required for Phase I1. Design of the Phase II loop ramp, including any possible relocation, has not ' yet been completed, as discussed in Response Comment TH-3 regarding feasibility of the proposed mitigation measures. If relocation of the loop ramp Redding Oasis Center Final Master FIR 5-17 Planning Commission Comments and Responses ' were necessary, the proposed project would be required to pay its fair share of the cost of the loop ramp relocation. CT4: Mitigation Measure 5-7 needs to clearly state that in order for Phase II to be permitted or constructed a seven-lane or larger overcrossing must be constructed ' to provide the described lane configuration which appears to include Westbound right turn lane, through lane, and two left turn lanes and three Eastbound ' through lanes in addition to a loop onramp. Response: As described in Mitigation Measure 5-7 and mentioned in the comment, modifications required for Phase II would involve an interchange with a total of seven lanes or more. Preliminary design of the interchange is ' discussed in the Response to Comment TH-3. Caltrans will make the ultimate determination of.the appropriate design for rebuilding the interchange; this ' EIR cannot make that determination. CT-5: Caltrans requests preliminary design information to assess feasibility of i constructing the proposed Mitigation Measures. This is required by CEQA. There could be other unidentified impacts resulting from implementation of the ' mitigation measures. Response: See the Response to Comment TH-3 regarding feasibility of mitigation measures. An analysis of the secondary impacts of the Phase II Interchange (using Figure FEIR-1: Phase II Conceptual Plan, and standard 4:1 ' slope to Right of Way) was conducted to identify other impacts of the project. ' Biological information was included in the assessment (see Response to Comment G6). The analysis was a parcel-by-parcel review of secondary impacts of the Phase II Interchange construction. The review used the City of ' Redding on-line maps with aerial photo overlays to identify parcels affected by the Phase II Conceptual Plan for the interchange improvement. A site visit ' was used to verify and refine the matrix determination. The results are shown in Table CT-1 below. Since hazardous materials are not expected on any of the ' parcels (see Response to Comment TH-1) they were not included in Table CT- 1. Mitigation Measure 12-1 would mitigate any unanticipated hazardous , wastes identified during construction. Of the 7 parcels showing potential for 5-18 Redding Oasis Center Final Master EIR ' ' Planning Commission Comments and Responses Table CT-1 Redding Oasis Center Phase II Secondary Impacts Matrix s1 4 a g g£r f , g aasggfs£s: @s p g s f f t ifsf e i j 3: Impact(��ndreates potential impactl ' fr g :a a s r r a �,6t_ ;g g& �E ?_£ 26� Fz: `BYo�ogical, , 6C11itural 3�' 55tructxtre3 fi g E Loss}o#6�; } Loss of 6 yi.oss,o� a L,oss of '''3 :F 3 p3@ id a £ ; a= Resource5�° Resourcesz 4 'Elsminatlnn/f Display' ' kAceessarkangl{' JLandf 6 3 £ CS 3 Y 61 6 f a f { } 1 f N 1 ��.W{n3 3 _..j 5�� ff{d�� F '.�:• §�}(,. � !<e+ fw`(3�f 1 Pf,.. Yrs Ih ;+.6 3$ t:i: t fE 6 ,F�♦u''. {e 0} {pP '.r£y T9p :""'':€ : MdCM,- Vn �,1 e4.£3w'Y� t !f'Sli eu1V1_lg s3 .,tea P } IV �.�'� '$f '!I'1 $ {i R :1 f 3 6 $} }'...}E LA F 6L 8 t F. 3 } f p$ Et } 6 6a f FSf £�f 31 aY6.Y�. 5 Area gF 6 6�6,.a°j.o, _ r, $ S.t. 2 ova,l..... ... _3 Parcel Number Southwest Quadrant 074-120-005 • • • 074-100-003 • • • • • • ' 074-100-009 • • • • • • 074-110-017 • • • • • • Northwest Quadrant 074-110-005 074-110-009 074-120-004 • • • • 074-120-003 • • • • 074-120-002 . • • • t 074-120-001 • • • Northeast Quadrant 074-150-043 • • • • ' 074-150-008 • • . • 074-160-007 • • • Southeast Quadrant 074-150-009 • • • • • 074-150-010 • • • • 074-150-011 • • • • 074-150-013 • • • • • 074-150-016 • • • • . • • 074-150-01.7 • • • • • • ' 074-150-018 • • • • • 074-150-044 • • • • • • 074-130-002 • • • • • • • 074-130-033 • . • • 074-130-038 • . • • • • 074-130-039 074-130-040 074-130-041 NOTES: 1. Biological resources impacts would be reduced to a less than significant level by Mitigation Measures 8-2(nesting raptors) and 8-3 (wetlands). 2. Cultural resources impacts(undiscovered cultural resources)would be reduced to a less than significant level by Mitigation Measures 9-2 and 9-3. Redding Oasis Center Final Master EIR 5-19 Planning Commission Corninents and Responses demolition or building Y.modification, only the residential structure on Oasis Court could clearly not be saved with minimum Right of Way and retaining walls. As can be seen in the matrix, many of the parcels could lose other amenities to the expanded interchange, including display area, access, parking/queuing and/or landscaped areas. CT-6: All existing facility capacity would be used by proposed project, thus future , projects would result in significant impacts that can only be mitigated by total replacement of interchange. Response: Please see Response to Comment TH-2. CT-7: Modifications to interchange have been identified as necessary in Mitigation Measure 5-1, which will require a Caltrans encroachment permit, which will ' require more detailed CEQA and NEPA assessment, etc. Response: The Caltrans process for an encroachment permit, which includes additional environmental review, will follow any approval by the City for the proposed project, because the loop ramp needs to be in place prior to Phase I ' operations. CT-8: Alternative 3 of the DMEIR is revised in the FMEIR, and the reader could be , mistaken that the project has been modified to the new Alternative 3 along with the traffic generation thresholds of Mitigation Measure 5-5. t Response: Alternative 3 is clearly identified as an alternative to the project, and distinguished from the project itself, in the Draft MEIR. The Final MEIR, which presents changes to Alternative 3, also clearly differentiates the , alternative from the proposed project. The revised traffic analyses for Alternative 3 are included in Appendices 2 and 4 of the Responses to Comments Document. CT-9: FMEIR shows that queue on the westbound approach to Oasis/1-5 northbound onramps intersection extends into/beyond the Oasis/Twin View intersection. This issue is not discussed in the FMEIR and changes to address it (signal timing, striping, etc.) could result in substantial and unacceptable queuing on the northbound I-5 off-ramp. , 5-20 Redding Oasis Center Final Master EIR ' Planning Commission Cornnnents and Responses Response: Revisions made to the traffic mitigations have eliminated queuing in excess of storage areas. CT-10: FMEIR shows that queue on the westbound approach to Oasis/I75 southbound ' onramps intersection extends into/beyond the .point at which vehicles would enter the loop ramp from westbound Oasis to southbound'I-5. The queue on the westbound approach is in fact "metered" by the signal at Oasis/I-5 northbound ramps intersection. This issue is not discussed in the FMEIR and changes to any ' signal(s) in the system could result in queue lengths at the Oasis/I-5 southbound ramps intersection that block access to the loop ramp. ' Response: Revisions made to the traffic mitigations have eliminated queuing in excess of storage areas. CT-11: There are inconsistencies in'traffic volumes and otherP arameters between the Traffix files, Synchro files and tables/figures in the FMEIR such that it is unclear what information is used to reach the conclusions presented in the FMEIR. ' Response: Appendices 1, 2, 3, and 4 of the Final MEIR (which include'the Traffix and Synchro files mentioned in the comment) have been revised to identify the assumptions used in the traffic analysis, and to resolve inconsistencies. ' CT-12: Caltrans has requested information to evaluate the feasibility of implementing the mitigation measures proposed for Phase 1, particularly the loop on-ramp. FMEIR said this is beyond the scope of the MEIR. Caltrans has independently identified secondary impacts of implementing the loop on-ramp relating to right- of-way acquisition for the northwest quadrant of the interchange and potential hazardous material due to historical fuel station use. Response: See the response to Oral Comment 3 by Tim Huckabay (TH-3) regarding feasibility of mitigation measures. Also see Response to Comment CC-1 that shows both potential hazardous waste sites have been closed. Redding Oasis Center Final Master EIR 5-21 Planning Commission Comments and Responses (This page intentionally left blank.) 5-22 Redding Oasis Center Final Master EIR r r 6. TEXT CHANGES TO THE ENVIRONMENTAL IMPACT REPORT i r The California Environmental4 h' Act uali A) provides that a Final MEIR shall (CE Q include revisions to the Draft MEIR and any other information added by the lead agency. This chapter presents a consolidation of all of the text revisions identified in Chapters 2 and 3 in responses to comments submitted on the Draft MEIR. The information makes minor changes or clarifications, but does not represent significant new information that would change the conclusions of the EIR regarding potential significant impacts, mitigation measures, or alternatives. Additions are shown in underlined text. Deletions are shown in ^t4text. All page number and paragraph ' references pertain to the published DMEIR. Original footnotes from the DMEIR are not included in the text revisions presented in this chapter unless the footnotes themselves ' are being revised. rFollowing are all of the official revisions to the Draft MEIR: • Page vii (Table of Contents), Title for Figure 5-14 is revised as follows: ' 20025 Cumulative No Project Saturday Midday & Weekday PM Peak Hour Volumes r • Page vii (Table of Contents), Title for Figure 5-15 is revised as follows: 20025 (No Project) Lane Configurations • Page vii (Table of Contents),Title for Figure 5-16 is revised as follows: 20025 Cumulative (No Project)Freeway Traffic Volumes ' • Page vii (Table of Contents), Title for Figure 5-17 is revised as follows: 2025 Cumulative + Project Saturday Midday & Weekday PM: Peak Hour Volumes 1 1 Redding Oasis Center Final Master EIR 6-1 i r-, Text Changes to the EIR r7 • Page vii (Table of Contents),Title for Figure 5-18 is revised as follows: 20025 Cumulative + Project Lane Configurations • Page vii (Table of Contents),Title for Figure 5-19 is revised as follows: 20025 Cumulative Plus Project Freeway Traffic Volumes • Page 1-3 of the Draft MEIR, last paragraph (under "Previous CEQA Documentation" heading), is hereby revised to read as follows: This EIR makes reference in many locations to iii-off a two previous EIRs prepared by the City of Redding: the Final Environmental Impact Report for the Buckeye Redevelopment Plan. (Buckeye Redevelopment Plan EIR) (SCH #97072098) and the City of Redding General Plan Final Environmental Impact Report (General Plan EIR) (SCH #1998072103). These Final EIRs both incorporate the associated DEIRs. As provided in Section 15150 of the CEQA Guidelines, an EIR may incorporate by reference all or portions of other publicly available documents. These incorporated EIRs are available for inspection by the public at the City of Redding Planning Division offices at 777 Cypress Avenue. • Page 1-4 of the Draft MEIR, second and third paragraphs under "Tiering" heading, is hereby revised to read as follows: It should be noted that tiering is limited to situations where the project is consistent with the general plan and zoning of the city or county in which the project would be located.t Since the project may not be consistent with densi requirements and because of the proposed abandonment of Twin View Boulevard, the project may not be consistent with the General Plan. Therefore the MEIR will not rely on tiering from the General Plan or the Buckeye Redevelopment Plan EIR to address any of the potential impacts of the project. `J El L.,a..fe) the Phase 1; .. eet r „t.-1 alse be istea t 44414 al.,, !-1-21-an and Zoning Or-din-anemea. Thus, the i9fojeet passes the ser-eening er-iter-ien establislhed in See ien 4515-2(e), and tiefing @4 tke Redevelap-m—e-Rt PIMP EIR is appr-ol9viate q4 e i CEQA Guidelines,Section 15152(e). 6-2 Redding Oasis Center Final Master EIR r7 i Li I ' Text Changes to the EIR I ams.?— a • Page 1-6 of the DMEIR (first complete paragraph) discusses review for both Phase I and Phase 11. This paragraph is hereby revised to read as follows: ' The City of. Redding has determined that preparation of a Master EIR for the proposed project is appropriate because it will be developed in phases, and while there is an application pending before the City that includes detailed plans for the initial phases of development (Phases IA and IB), no application has been submitted for the anticipated later phase (Phase II), and the plans for the project are still conceptual and subject to change. This MEIR is intended to fully address ]2roiect-specific environmental effects of Phases IA and IB. Aspects of Phase II that can be analyzed at a project-specific level of detail (e.g., biological resources, cultural resources, noise, air quality, traffic, land use,-hydrology, etc.) are analyzed in as much detail as 12ossible. Even though Phase II is conceptual, it is clearly understood that Phase II is planned for Regional Commercial uses and the site will be mass graded prior to development. Given this understanding, many areas of the Phase II project are ripe for ' discussion at this time and there is no reason not to analyze these areas in detail in this MEIR. When an application is submitted for Phase 11, the City will review the proposal to determine if it has been sufficiently evaluated in this MEIR, or if subsequent environmental review is required before any approvals can be issued. ' Pages 2-3 of the Draft MEIR, the second paragraph is hereby revised to read as follows: If. the City of Redding decides to approve the project, a Statement of Overriding Considerations must be adopted by the City Council for any ' identified significant and unavoidable impacts, as required by the State CEQA Guidelines, Section 15093(b). this impaet uslyidentified in–theCity's ��al I' C-EQ.4 gioideliiies,See-tion 45452(d). Redding Oasis Center Final Master EIR 6-3 Text Changes to the EIR ` J Therefore, the Qty of Redding has deter-fnifled— th—M 4he siglnif4eaRt J -A Statement of Overriding Considerations would only be required for. the c.r�o air quality impacts identified above, and the Hydrology -- Impact 10-2,and Utility Systems and Services Impact 14-4. r • Page 2-4, third paragraph, last sentence of the EIR is revised to read as follows: >> Thomason hasconsistent) stated that the alternative also discuss a _ y pefeei -fixed to close the existing Interstate 5/Oasis Road interchange and move it to the north should be evaluated as part of this EIR. • Page 2-5 of the Draft MSIR, Alternative 2 - No-Project Alternative B, third i paragraph, second sentence, is hereby revised to read as follows: There would still be significant and unavoidable air quality, hydrology, and storm drainage impacts under this alternative. • Page 2-5. The second bullet under alternative 3is revised to read: -� • .587,900 squaine feet. T-his is a r-eduetian ef appr-@�Eifflately 262,000 square a r7 I -feet A4 -fl-A-A-r. space en the Pifl_ase 1_1 T-4he site plan E1&Ve18J9eE1 fef tlii-, r-, . Alternative 3 would propose Phase I be constructed on the south side of Oasis Road and consist of 310,000 square feet of regional commercial uses. Phase 2 would be constructed on both the north and south sides of Oasis Road consisting of 320,000 square feet of regional commercial uses 4 California Governor's Office of Planning and Research, Guidelines for the Implementation of the California Environmental Qualihj Act,Section 15152,December 1998. U I 6-4 Redding Oasis Center Final Master EIR r u Text Changes to the EIR north of. Oasis Road and 277,000 square feet of regional commercial uses _ south of. Oasis Road (see Figures 15-2a and 15-2b). • Page 2-6 of the Draft HEIR, first full paragraph, first sentence, is hereby revised to read as follows: This alternative would result in reduced impacts as compared to the project on land use and planning, transportation/circulation, air quality (#tee--of the air quality impacts would still be significant and unavoidable), noise, hydrology and water quality (one hydrology impact would still be significant and unavoidable), public services, and utility ' - systems and services (one storm drainage impact would still be significant and unavoidable). Page 2-7 of the Draft MEIR, first full paragraph, first sentence, is hereby revised to read as follows: This alternative would result in reduced impacts as compared to the project on land use and planning, transportation/circulation, air quality (the air quality impacts would still be significant and unavoidable), noise, biological resources, cultural resources, hydrology and water.quality one hydrology impact would still be significant and unavoidable), public services, and utility systems and services (one storm drainage impact would still be significant and unavoidable). • Page 2-7 of the Draft MEIR, last paragraph, is hereby revised to read as follows: This alternative would result in greater impacts as compared to the project for land use and planning, biological resources, cultural resources, hydrology and water quality (one hydrology iml2act would still be potentially significant and unavoidable), and aesthetics.z Impacts related to transportation/circulation, air quality (two air quality impacts would still be significant and unavoidable), noise, hazards and hazardous materials, public services, and utility systems (one storm drainage impact would still be potentially significant and unavoidable) would be comparable to those of the project. • The heading of the second column of Table 2-1 on pages 2-9 through 2-64 of the Draft MEIR, last paragraph, is hereby revised to read as follows: ' Redding Oasis Center Final Master.EIR 6-5 Text Clianges to the EIR ` &3 # ea 83 Yd E3 3asS }4 3 8`„�fiyty �R ' ^� 4 A �' �pptlCa'bxe� naI11IC811CQ3 -J f Ea}$� N as j a g 3 ry 3 1 1 1 i F a s a€ 3s p $ z s a €L f F }}stE.lE tir ai�xX1�2C £ i j'{ LaEZI S A 4 £F d a��i��' �'y{ A,�'�}8 3ffr{3 Y3 FF„�€ $�✓e¢kt Y 4n '.N Rw.rl h�'�9{{ � ¢ y�'{'L 8 F �$�� s d dV v.w Y-£ w F € Sn^ ra sasP aes"ai}a ,s � �3'` z • Page 2-10, Mitigation Measure 4-3(d) is revised as follows: d) The project sponsor shall construct engineered fill within the flood fringe to take all proposed development out of the 100-year flood zone (application and approval from the City for floodplain encroachment would be required), and shall subsequently prepare Federal Effier-geney Managefnent Ageney (FEMA) and obtain ; AND • Page 2-11, Mitigation Measure 4-6 is revised as follows: Mitigation Measure 4-6 J a) Prior to issuance of occupancy permits for the Phase I project, Churn Creek Road shall be constructed from Oasis Road northward to a new connection with Twin View Boulevard, to the north of the Phase I site2 OR j e) The proposed main driveway across the Phase I site shall be constructed and dedicated as a public street and shall be desi i ed in ` accordance with the City's standards for arterial roadways, including the provision of improvements identified in Section 16.13.040 of the Municipal Code. • Page 2-12, Mitigation Measure 4-8 is revised as follows: Mitigation Measure 4-8 Prior to issuance of an occupancy permit for the Phase IA lie project, one of the following measures shall be implemented: a) Churn Creek Road shall be constructed from Oasis Road northward to connect with Twin View Boulevard to the north of the Phase I site; OR r b) Mitigation Measure 4-7(a) shall be implemented. I' i 6-6 Redding Oasis Center Final Master EIR ►-� Text Changes to the EIR • Page 2-13, Impact 5-1, is hereby revised to read as follows: Impact 5-1 The intersection of Oasis Road & I-5 Southbound Ramps weeld eper- IPoseT-�^ :iar-ie, wkile 4h of and Oasis Road & 1-5 Northbound Ramps would operate at LOS E or F during both peak hours under the Existing Plus Phase IA same scenario. Queuing on the • Pages 2-13 through 2-14, Mitigation Measure 5-1, are hereby revised to read as follows: Mitigation Measure 5-1 Prior to the issuance of occupancy permits for the Phase IA project, the following traffic improvements shall be constructed: a) The following intersections shall be signalized: Oasis Road at I Cascade Boulevard; Oasis Road & 1-5 Southbound Ramps; Oasis Road & I-5 Northbound Ramps; a+il-Oasis Road & Western Driveway; Oasis Road & Eastern Driveway; and Oasis Road & ' Churn Creek Road. Peak-hour volume signal warrants would be met for the intersections of Oasis Road at 1-5 Southbound Ramps, at I-5 Northbound Ramps, and at Western Driveway. Signalization of the intersection of Oasis Road & Cascade Boulevard and Oasis Road & Eastern Driveway would be recommended based on excessive vehicle queues. Coordination of these signals would be required due to their close proximity to one another. b) At the Oasis Road & P'-5 Southbound Ramps intersection, the eastbound approach shall be widened to provide ah exclusive through lane and an exclusive right-turn lanes. The southbound on-ramp should be widened to provide 300-feet of side-by-side lanes followed by 40:1 taper. The westbound approach shall be widened re-striped to provide one through lane fie. The aEEemmedate the dual left tur-nii4g 1 1 Redding Oasis Center Final Master EIR 6-7 Text Changes to the EIR C) At the Oasis Road & I-5 Northbound Ramps intersection, the _ northbound approach shall be widened and re-striped to provide a shared through/left lane and ao two exclusive right-turn lanes. The westbound approach shall be widened to provide an exclusive through lane and an exclusive right-turn lane. All proposed ramp/roadway widening may include relocation of utilities and drainage and would be subject to Caltrans and/or Ci 's approval during_project design review. d) Twin View Boulevard south of Oasis Road shall be shifted to align with the intersection of Oasis Road & Western Driveway, effectively eliminating the existing intersection of Oasis Road & Twin View Boulevard. The westbound approach of the intersection shall be widened to provide one left-turn lane, one through lane and one shared through/right lane. The eastbound a1212roach shall provide two exclusive left-turn lanes, one through and shared through-right lane and may require additional right- of-way acquisition from the southerly property owners. The northbound approach shall provide one shared left-through lane and one exclusive right-turn lane. The project sponsor shall dedicate to the City of Redding the road right-of-way under the project sponsor's ownership for both the interim Phase I alignment as well as the ultimate alignment (to be constructed as part of Phase II) of Twin View Boulevard across the Phase II sife. e) A one-lane loop-ramp from Westbound Oasis Road/Overpass to Southbound I-5 Freeway shall be constructed and may require relocation of the southbound off-ramp to the west in order to meet Caltrans design requirements. This may require additional right- , ,-, of-way acquisition from the property owners to the west. All proposed ramp/roadway improvements may include relocation of utilities and drainage and would be subject to Caltrans and/or City's approval during project design review. f) At the intersection of Oasis Road and Cascade Boulevard, the southbound approach shall be widened to provide one exclusive left-turn lane and one shared through-right lane. This may require additional right-of-way acquisition from the adjacent _ property owner(s). g Right-of-way acquisition necessary to accomplish Mitigation Measures 5-1 c, d, e, and f would be required prior to issuance of a building,permit for Phase 1. The project sponsor shall negotiate with the affected property owners for purchase of the necessary right-of-way. The project sponsor may enter into agreements with r� the City of Redding, the Redding Redevelopment Agency, and/or Li 6-8 Redding Oasis Center Final Master EIR t LJ ' Text Changes to the EIR Caltrans to'participate partially or fully in the implementation of this mitigation measure. • Page 2-16, Impact 5-5, is hereby revised to read as follows: Impact 5-5 The-Sets 44h 44P i44e4'sPC#JA;R ef-QaSjS RO rd4 VAcrrceiz4 . Under 2006 Plus Phase IA Scenario, Oasis Road would experience significant queuing in the westbound direction at the intersection of I-5 Northbound Ramps Saturday midday peak hour. Under 2006 Plus Phase IB Scenario, Oasis Road would experience significant queuing in the westbound direction at the intersection of I-5 Northbound Ramps during both the Weekday peak hour and Saturday midday peak hour.. In addition, the intersection of Oasis Road & 1-5 Northbound Ramps would operate at LOS D in the Saturday midday peak hour. (S) • Page 2-16, column 2 "Applicable Project Phase" for Impact and Mitigation Measure 5-5, is hereby revised to read as follows: t 19IA • Page 2-16, Mitigation Measure 5-5, is hereby revised to read as follows: Mitigation Measure 5-5 44er-seetion af .0asis Read &- Eastern IDY-iveway shall be signalized.- -ce othis si sha'n�eeeedknated with-t �- �cer. �� i � f l�a1 __,_______ ?o__a_s on OasisRead {i.e., Oasis a�=w „--.Z , 15 , Project floor area and/or proposed uses shall be reduced to a level such that trip generation would not exceed the following thresholds based on current Institute of Transportation Engineers (I.T.E.) trip generation standards: i. Weekday PM peak hour trips: 740 Inbound and 800 Outbound (total 1,540) trips, and ii. Saturday midday peak hour trips: 742 Inbound and 764 Outbound (total 1,506) trips Redding Oasis Center Find Master EIR 6-9 Text Changes to the EIR • Page 2-16, Impact 5-6, is hereby revised to read as follows: I L J r, r 1 • Page 2-16, column 2 "Applicable Project Phase" for Impact and Mitigation Measure 5-6, is hereby revised to read as follows: r-, • Page 2-16, column 3 "Significance Before Mitigation" for Impact and Mitigation Measure 5-6, is hereby revised to read as follows: LT9 • Page 2-16, Mitigation Measure 5-6, is hereby revised to read as follows: �J Phiene required-. u • Page 2-16, column 5 "Significance After Mitigation" for Impact and Mitigation Measure 5-6, is hereby revised to read as follows: LT-9 I • Page 2-16, Impact 5-7, is hereby revised to read as follows: Impact 5-7 - Tom„into-Seetion of Oasis Read 4 Under 2012 Plus Phase 1I Scenario, Oasis Road would experience significant queuing in the westbound direction at the intersection of I-5 Northbound Ramps during both the Weekday PM peak hour and Saturday midday peak hour. The intersection of Oasis Road & Case de rz,..,',.*a f-a I-5 Northbound Ramps would operate at LOS F during both the PM peak hour and tiie Saturday midday peak hour der the 2905 Plus nt-.,,,.,, It , The intersections of. Oasis Road & Western Driveway, and Oasis n,..,a ,e_ F-aster-~ PAve way would operate at LOS F during both peak hours and the intersection of Oasis Road & Eastern Driveway would operate at LOS D 6-10 Redding Oasis Center Final Master EIR r`+ I I Text Changes to the EIR during the Saturday midday peak hour under the 2012 Plus Phase II scenario. Additionally, weaving movements along northbound I-5 between Route 273 and Oasis Road would operate at LOS D. The • Pae 2=16, column 2 "Applicable Project Phase" for Impact and Mitigation Page Pp J p g Measure 5-7, is hereby revised to read as follows: Any portion of the project proposing to exceed trip generation thresholds of Mitigation Measure 5-544 • Pages 2-16 through 2-19, Mitigation Measure 5-7, are hereby revised to read as . follows: Mitigation Measure 5-7 Prior to the issuance of occupancy permits for any portion of the project which would exceed the trip generation thresholds identified in Mitigation Measure 5-5the P14ase 11 project, the following traffic improvements shall be constructed: a) At the Oasis Road. & 1-5 Southbound Ramps intersection, the southbound approach shall be widened to provide two left-turn lanes, one through lane, and one right-turn lane. The eastbound approach shall be widened to provide three through lanes and twe-one free-flow right-turn lanes. The westbound approach shall be widened to provide a loop on-ramp to southbound I-5 and tive three through lanes. The widening of the Oasis Road & 1-5 Southbound Ramps intersection would also require widening at the Oasis Road & Cascade Boulevard intersection due to its close proximity. At the Oasis Road & Cascade Boulevard intersection, the northbound approach shall be widened to provide one exclusive left-turn lane and one shared through-right lane. The eastbound approach shall be widened to provide one shared through-left lane and one shared through-right lane. The westbound approach shall be widened to provide one shared through- left lane, one exclusive through lane, and one right-turn lane. The southbound approach shall be widened to provide one exclusive left-turn lane and one shared throu h-right lane. This may require additional right-of-way acquisition from the adjacent property owners . b) At the Oasis Road & 1-5 Northbound Ramps intersection, the northbound approach shall be widened to provide one ex e left tur-p lane, shared through-left lane, and two right-turn Redding Oasis Center Final Master EIR 6-11 Text Clianges to the EIR J lanes. The eastbound approach shall be widened to provide one left-turn lane and three through lanes. The westbound approach shall be widened to provide three through lanes and one shared through/right-turn lane. C) At the Oasis Road & Western Driveway/Twin View Boulevard intersection, the northbound approach shall be widened to provide two left-turn lanes, one through lane, and one right-turn lane. The southbound approach shall be widened to provide one left-turn lane, one through lane, and one right-turn lane. The eastbound approach shall be widened to provide two left-turn lanes, three through lanes, and one right-turn lane. The westbound approach shall be widened to provide one left-turn lane, tive three ewe_14_484;.=e—through lanes, and a shared through/right lane. d) At the Oasis Road & Eastern Driveway intersection, the northbound approach shall be widened to provide two left-turn lanes and one shared through-right lane. The southbound approach shall be widened to provide one left-turn lane, one shared right/through lane, and one right-turn lane. The eastbound approach shall be widened to provide e++,—two left-turn lanes, two through lanes, and two ane right-turn lanes. The westbound approach shall be widened to provide one left-turn lane, eee e?(elusiue—two through lanes and one shared through/right lame. e) At the Oasis Road & Churn Creek Road intersection, the J northbound approach shall be constructed to provide two left- turn lanes, one through lane, and one right-turn lane. The southbound approach shall be constructed to provide one left- turn lane, one through lane, and one right-turn lane. The eastbound approach shall be constructed to provide one left-turn lane, one through lane, and one right-turn lane. The westbound _J approach shall be constructed to provide one left-turn lane, one through lane, and one shared through/right-turn lane. f) In order for the development which triggers Mitigation Measure 5-7 to be permitted or constructed, a seven (7)-lane (or larger) over crossing must be constructed to provide the lane configuration described above which includes one left-turn lane, and three through lanes on the Eastbound approach to Oasis Road and the Northbound ramps and a loop on-ramp and three through lanes on the Westbound approach to Oasis Road and the Southbound ramps. Additional auxiliary lane and/or acceleration and deceleration lanes between the on-and off-ramps ma,, b�quired. �- I 6-12 Redding Oasis Center Final Master EIR i ' Text Changes to the EIR Signalization of the reconstructed intersections are to continue to be provided. City of Redding and Caltrans approval of the layout and design of the intersection improvements identified in this mitigation measure shall be required prior to approval of the Use Permit for the project. • Page 2-19, column 2 "Applicable Project Phase" for Impact and Mitigation Measure 5-8, is hereby revised to read as follows: Any portion of the project proposing to exceed trip generation thresholds of Mitigation Measure 5-514 • Pages 2-19 through 2--20, Mitigation Measure 5-8, are hereby revised to read as follows: Mitigation Measure 5-8 a) Prior to implementation of Mitigation Measure 5-7P44a-,-44 roadway/,intersection improvements at the intersection of Oasis Road and realigned Twin View Boulevard, the project sponsor shall negotiate a relocation agreement with 2D�L_the affected property owner. The property owner shall receive fair-market value for the property or be relocated to a comparable property and residence. The project sponsor may enter into agreements ' with the City of. Redding, the Redding Redevelopment Agency, and/or Caltrans to participate partially or fully in the implementation of this mitigation measure. b) Prior to implementation of Mitigation Measure 5-7P44ase-44 roadway/intersection improvements at the intersection of Oasis ' Road and Cascade Boulevard (Old Oasis Road), the project sponsor shall negotiate a relocation agreement with the affected property owner to relocate the affected' gasoline pumps or otherwise compensate the owner. The project sponsor may enter into agreements with the City of Redding, the Redding Redevelopment Agency, and/or Caltrans to participate partially or fully in the implementation of this mitigation measure. C) Right-of:-way acquisition for the realigned Twin View Boulevard south of Oasis would be required prior to issuance of a building permit for development which triggers Mitigation Measure 5-7 improvements Phase It. The project sponsor shall negotiate with the affected property owners for purchase of the necessary right- of-way. The project sponsor may enter into agreements with the ,City of Redding, the Redding Redevelopment Agency, and/or 1 Redding Oasis Center Final Master EIR 6-13 Text Changes to the EIR r7 i Caltrans to participate partially or fully in the implementation of this mitigation measure. i d) Roadway improvements for realignment of Twin View Boulevard south of Oasis shall be completed prior to occupancy of development which triggers Mitigation Measure 5-7 improvements Phase 11. • Page 2-20, Impact 5-9, is hereby revised to read as follows: • Page 2-20, column 2 "Applicable Project Phase" for Impact and Mitigation Measure 5-9, is hereby revised to read as follows: • Page 2-20, column 3 "Significance Before Mitigation" for Impact and Mitigation Measure 5-9, is hereby revised to read as follows: Page 2-20, Mitigation Measure 5-9, is hereby revised to read as follows: J i I project, the r7 r7 . Theti aiRid- Asioe right ter-n The fesukiijg 1,06 would be 1.06 C in both r r^ • Page 2-20, column 5 "Significance After Mitigation" for Impact and Mitigation Measure 5-9, is hereby revised to read as follows: I� i 6-14 Redding Oasis Center Final Master EIR ' Text Changes to the EIR i • Pages 2-20 and 2-21 Impact 5-10 are hereby revised to read as follows: g � P � Y Impact 5-10 Construction activities associated with widening of. Oasis Road and modification of the I-5/Oasis Road interchange du-inn Ph T' may disrupt and impact background and project related traffic. • Page 2-20, column 2 "Applicable Project Phase" for Impact and Mitigation Measure 5-10, is hereby revised to read as follows: t ' Any portion of the 12roject Rroposing to exceed trip generation thresholds of MitigationMeasure 5-5.4 • Page 2-24, Impact 5-18, is hereby revised to read as follows: Impact 5-18 The intersection of Hawley Road & Highway 299 Westbound Ramps would operate at LOS EP during the PM bet4 peak hours2A=5 • Page 2-24, column 2 "Applicable Project Phase" for Impact and Mitigation Measure 5-18, is hereby revised to read as follows: IA IB • Page 2-24,Mitigation Measure 5-18, is hereby revised to read as follows: ' Mitigation Measure 5-18 The intersection of Hawley Road & Highway 299 Westbound Ramps shall be signalized rd ,idee..e ' ene shared jiff Bugh right lane. (This mitigation would not apply to the proposed project because the impacts would be caused by background trafficrg_owth.) ' Redding Oasis Center Final Master EIR 6-15 Text Changes to the EIR J • Pages 2-24 and 2-25, Mitigation Measure 5-19, is hereby revised to read as I follows: Mitigation Measure 5-19 The intersection of Hawley Road & Highway 299 Eastbound Ramps shall be signalized. The eastbound approach shall be re-striped to provide one left-turn lane, one right turn lane, and one shared through/right lane. (This mitigation would not apply to the proposed project.) I • Page 2-25, Impact 5-20, is hereby revised to read as follows: Impact 5-20 The intersections of Oasis Road & Cascade Boulevard would operate at LOS E and asis Road & Churn Creek would operate at LOS F during both peak hours under the 2025 Cumulative Plus Project scenario. The intersection of Oasis Road & I-5 Northbound Ramps would operate at LOS EP during the Saturday midday peak hour under this scenario. The intersections of. Oasis Road & Western Driveway would operate at LOS E and F during the Midday PM and Saturday.midday peak hour, respectively, under the 2025 Cumulative Plus Project scenario. • Page 2-25, Mitigation Measure 5-20, is hereby revised to read as follows: ,7 Mitigation Measure 5-20 r7 The following mitigation measures shall be implemented - 4;tQ4; '*.,cr,,, . Coordination of these signals would continue to be required. a) At the Oasis Road & Cascade Boulevard intersection, the `J northbound approach shall be widened to provide one left-turn lane, one sled through74 k lane, and one exclusive right-turn lane. The southbound approach shall be widened to provide two left-turn lanes, one shar-ed throught lane, and one exclusive r right-turn lane. The eastbound approach shall be widened to provide one sh-a-r-e-d- dA_r-eu#1-,-left-turn lane, two ene exel .si through lanes, and one shared through/right lane. The westbound approach shall be widened to provide one left-turn. j lane, three through lanes, and one right-turn lane. b) , the i i 6-16 Redding Oasis Center Final Master EIR r i Text Changes to the EIR At the Oasis Road & I-5 Northbound Ramps p s intersection the northbound approach shall be widened to provide two one ' ^��c�celu4re left-turn lanes, one shared through/right le€t lane, etre shar-ed lane, and two right-turn lanes. The westbound approach shall be widened to provide four through ' lanes and one right-turn lane. c,d) At the Oasis Road & Western Driveway/Twin View Boulevard intersection, the westbound approach shall be widened to provide two left-turn lanes, four through lanes, and one right-turn lane. The eastbound should be widened to provide two left-turn lanes, ' four through lanes, and one right-turn lane. The northbound al2proach should be widened to provide two left-turn lanes, one through lane, and two right-turn lanes. de) At the Oasis Road & Eastern Driveway intersection, the northbound approach shall be re-striped to provide one exclusive left-turn lane, one shared through/left lane, and one right-turn lane. The southbound approach shall be re-striped to provide one exclusive left-turn lane, one shared through/left lane, and one ' right-turn lane. The eastbound approach shall be widened to provide two left-turn lanes, three through lanes, and one right- turn lane. The westbound approach shall be widened to provide .two left-turn lanes, two exclusive through lanes, and one shared through/right lane. e� At the Oasis Road & Churn Creek Road intersection, the eastbound approach shall be widened to provide two left-turn lanes, two through lanes, and one right-turn lane. The westbound ' approach shall be widened to provide two left-turn lanes, two through lanes, and one right-turn lane. The northbound approach shall be widened to provide two left-turn lanes, two through ' lanes, and one right-turn lane. The southbound approach will be widened to provide one left-turn lane, one through lane, one shared through/right lane, and one right-turn lane. • Page 2-26, Mitigation Measure 5-21, is hereby revised to read as follows: Mitigation Measure 5-21 The intersection of Oasis Road & Gold Hills Drive shall be signalized as in Mitigation Measure 5-12. Thls }e the- :,me,__ r itig tie Measmrc 5 1:1 onde" the '! w . The westbound approach shall be widened to provide one left-turn lane and two through lanes. The eastbound approach shall be widened to provide one through lane, and one through/right shared lane. .The project shall contribute its fair ' share of this mitigation. Prior to approval of a use permit, the applicant ' Redding Oasis Center Final Master EIR 6-17 � r i Text Changes to the EIR shall submit for approval calculations for its fair share amount based on what percentage the project traffic is of the existing and projected background traffic. • Page 2-27, Impact 5-22, is.hereby revised to read as follows: r, Impact 5-22 The intersection of Oasis Road & Akrich Street would operate at LOS F during the-1244 both peak hours under 2025 Cumulative Plus Project `J conditions. • Page 2-27, Mitigation Measure 5-22, is hereby revised to read as follows: Mitigation Measure 5-22 The intersection of Oasis Road & Akrich Street shall be signalized as in Mitigation-Measure 5-13 and reconfigured. The northbound approach shall be re-striped to provide one exclusive left-turn lane-and shared I eft/through/right lane. The eastbound approach shall be widened to r provide one shared through/left lane, one exclusive through lane, and one right-turn lane. The westbound approach shall be widened to provide one shared through/left lane and one shared through/right bane. The project shall contribute its fair share of this mitigation. Prior to approval 'of a use permit, the applicant shall submit for approval calculations for its fair share amount based on what percentage the project traffic is of the existing and projected background traffic. • Page 2-27, Mitigation Measure 5-23, is hereby revised to read as follows: Mitigation Measure 5-23 The intersection of Pine Grove.Avenue & 1-5 Southbound Ramps shall be signalized. This mitigation measure is the same as Mitigation Measure 5-14 under the Cumulative No Project conditions. The project shall contribute its fair share of this mitigation. Prior to approval of a use permit, the a1212licant shall submit for approval calculations for its fair share amount based on what percenta ege the project traffic is of the existing and projected background traffic. I • Page 2-27, Mitigation Measure 5-24, is hereby revised to read as follows: Mitigation Measure 5-24 The intersection of Pine Grove Avenue & 1-5 Northbound Ramps shall be signalized. The northbound approach shall be re-striped to provide 6-18 Redding Oasis Center Final Master EIR i ' Text Changes to the EIR ' one left turn lane and one shared through/right lane. The project shall contribute its fair share of this mitigation. Prior to approval of a use ' permit, the applicant shall submit for approval calculations for its fair share amount based on what percentage the project traffic is of the existing and projected background traffic. • Page 2-27 is hereby revised to add the following new text after Impact 5-24: ' Impact 5-24B The intersection of Pine Grove Avenue &.Twin View Boulevard would ' operate at LOS F during the Saturday midday peak hour under the Cumulative Plus Project scenario. ' Page 2-27, column 2 "Applicable Project Phase" for new Impact and. Mitigation Measure 5-24B, is hereby revised to add the following'new text: ' II • Page 2-27, column 3 "Significance Before Mitigation" for new Impact and ' Mitigation Measure 5-24B, is hereby revised to add the following new text: S • Page 2-27, column 4 "Mitigation Measure" for new Impact and Mitigation Measure 5-24B, is hereby revised to add the following new text: ' Mitigation Measure 5-24B The intersection shall be signalized and reconfigured. The northbound ' approach shall be widened to provide one left-turn lane and one shared through/right lane. The southbound approach shall be widened to provide one left-turn lane and one shared through/right lane. The ' eastbound approach shall be widened to provide one shared left/through lane and one :right-turn lane. Prior to approval of a use permit, the ' applicant shall submit for approval calculations for.its fair.share amount based on what percentage the project traffic is of the existin,. and projected background traffic. ' • Page 2-27, column 5 "Significance After Mitigation" for new Impact and Mitigation Measure 5-24B, is hereby revised to add the following new text: LTS ' Redding Oasis Center Final Master EIR 6-19 Text Changes to the EIR • Page 2-28, Mitigation Measure 5-25, is hereby revised to read as follows: u Mitigation Measure 5-25 i The intersection of Constitution Way & I-5 Northbound Ramps shall be signalized as in Mitigation Measure 5-16 and widened. The northbound approach shall be widened to provide one shared left/through lane and `J two right-turn lanes. The eastbound approach shall be widened to provide one left-turn lane and one through lane. The project shall contribute its fair share of this mitigation. Prior to approval of a use permit, the applicant shall submit for approval calculations for its fair .- share amount based on what percenta eg the project traffic is of the existing and projected background traffic. With implementation of Mitigation Measure 5-25, the resulting LOS would be LOS B in the PM peak hour and LOS C in the Saturday midday peak hour. • Page 2-28, Mitigation Measure 5-26, is hereby revised to read as follows: Mitigation Measure 5-26 - The intersection of Constitution Way & Twin View Boulevard shall be widened. The southbound approach shall be widened to provide one left-turn lane, one through lane, and two right-turn lanes. The eastbound approach shall be widened to provide two left-turn lanes and one shared through-right lane. The westbound approach shall be re-striped to provide one left-turn lane and one shared through/right lane. The project shall contribute its fair share of this mitigation. Prior to approval of a use permit, the applicant shall submit for approval calculations for its fair share amount based on what percenta eg the project traffic is of the existing and protected background traffic. J Pages 2-28 and 2-29, Mitigation Measure 5-27, are hereby revised to read as follows: Mitigation Measure 5-27 The intersection of Hawley Road & Highway 299 Westbound Ramps shall be widened with signal modification as in Mitigation Measure 5-18. The northbound approach shall be widened to provide two left-turn lanes and one through lane. The westbound approach shall be widened to provide.one left-turn lane and one shared through/right lane. This mitigation would not apply to the proposed project.) 6-20 Redding Oasis Center Final Master EIR Text Changes to the EIR • Page 2-29 Mitigation Measure 5-28 is hereby revised to read as follows: g - g � Y ' Mitigation Measure 5-28 The intersection of Hawley Road & Highway 299 Eastbound Ramps shall ' be signalized and widened as in Mitigation Measure 5-19. The northbound approach shall be widened to provide three through lanes and one right-turn lane. The eastbound approach shall be widened to provide one left-turn lane, one through lane, and two right-turn lanes. T-lie pfajeet-4This ' mitigation would not apply to the proposed project.) • Page 2-29 is hereby revised to add the following new text after Impact 5-29: ' Impact 5-29B The intersection of Churn Creek & Northern Driveway would operate at LOS D during the Saturday midday peak hour under 2025 Cumulative Plus Project conditions. • Page 2-29, column 2 "Applicable Project Phase" for new Impact and Mitigation Measure 5-29B, is hereby revised to add the following new text: ' II ' • Page 2-29, column 3 "Significance Before Mitigation" for new :Impact and Mitigation Measure 5-2913, is hereby revised to add the following new text: 1 S ' • Page 2-29, column 4 "Mitigation Measure" for new Impact and Mitigation Measure 5-29B, is hereby revised to add the following new text: Mitigation Measure 5-29B The intersection of Churn Creek Road & Southern Driveway shall be signalized. The project shall contribute its fair share of this mitigation. • Page 2-29, column 5 "Significance After Mitigation" for new Impact and Mitigation Measure 5-29B, is hereby revised to add the following new text: ' LTS ' Redding Oasis Center Final Master EIR 6-21 Text Changes to the EIR • Page 2-29, Impact 5-30, is hereby revised to read as follows: Impact 5-30 The weaving section of northbound I-5 between Highway 273 and Oasis Road would operate at LOS E and F during the weekday PM and Saturday midda _betk peak hours, respectively under the 2025 Cumulative Plus Project scenario. • Page 2-29, Mitigation Measure 5-30, is hereby revised to read as follows: J Mitigation Measure 5-30 The weaving section of northbound I-5 between Highway 273 and Oasis Road shall be widened by one lane and a two-lane off-ramp to Oasis Road shall be constructed. The timing of the implementation of this mitigation measure shall be determined by Caltrans. The project shall contribute its fair share of this mitigation. Prior to approval of a use permit, the applicant shall submit for approval calculations for its fair share amount based on what percentage the project traffic is of the existing and projected background traffic. • Page 2-30, Mitigation Measure 5-31, is hereby revised to read as follows: I Mitigation Measure 5-31 The weaving section of southbound I-5 between Oasis Road and j Highway 273 shall be widened by one lane. The timing of the implementation of this mitigation measure shall be determined by Caltrans. The project shall contribute its fair share of this mitigation. Prior to approval of a use permit, the applicant shall submit for approval calculations for its fair share amount based on what percentage the proiect traffic is of the existing and projected background traffic. • Pages 2-30 and 2-31, Mitigation Measure 5-32, are hereby revised to read as I j follows: I� Mitigation Measure 5-32 Mitigation measures would include the following: • Dedicate needed right-of-way for public roadways. I r i 6-22 Redding Oasis Center Final Master EIR Text Changes to the EIR alibi • Pay applicable City of Redding development impact fees. ' Use intelligent transportation control systems, where appropriate, to improve traffic flow and safety on the street and highway system. This should include the use of interconnected signal timing to optimize vehicle progression along Oasis Road. • Provide pedestrian-oriented features, such as benches, enhanced landscape, and trash receptacles. • Provide sidewalks or other pedestrian-dedicated facilities on both sides of new public streets. Exceptions may be appropriate where topography is difficult, or where the development plan illustrates that pedestrians will be accommodated by alternative means. • Provide pedestrian facilities of a sufficient width to ensure pedestrian comfort and safety and to accommodate the special needs of the physically disabled. • Prohibit on-street parking on arterial streets to reduce congestion and ' conflicts. • Incorporate facilities suitable for bicycle use in the design of ' interchanges, intersections, and other street-improvement/maintenance facilities. • Provide bicycle facilities or pay in-lieu fees based on a fair share portion. • :Provide bus pull-outs along arterial streets at approximately 1/4-mile intervals or as indicated in the Shasta County Transit Development .Plan. Determine the precise locations during development plan review or at the time; of major street improvement or reconstruction. • Install passenger amenities at designated bus stops when identified as a mitigating measure. • Provide attractive, well-lighted, comfortable, and protected waiting areas for bus passengers. • Pages 2-44 and 2-45, Mitigation Measure 8-3 are hereby revised to read as follows: Mitigation Measure 8-3 Prior to issuance of a grading permit,tThe project sponsor shall obtain a 1 Section 404 permit from the U.S. Army Corps of Engineers and a Section 1603 Streambed Alteration Agreement from the California Department of Fish and Game, and shall comply with all permit conditions and mitigation ' Redding Oasis Center Final Master EIR 6-23 Text Changes to the EIR measures required by these agencies. In addition, the project sponsor shall perform the following mitigation: r-, a) Since onsite mitigation is not considered feasible, off-site mitigation shall include purchasing credits at an approved mitigation bank (i.e., IesStillwater Plains Mitigation Bank and/or CDFG's Cottonwood Creek Mitigation Bank or CDFG's Battle Creek Riparian Mitigation Site) at the following ratios. Vernal Pools: A minimum 2:1 preservation credits and 1:1 creation credits5 If protocol surveys identify that the vernal pools are not occupied by federally threatened or endangered shrimp species, this requirement would be reduced to a minimum 2:1 preservation credits and , no creation credits. Other.Wetland types: A minimum 2:1 preservation credits Other Waters of U.S.: A minimum 1:1 preservation credits `J These ratios shall inc-lude-be applied towards any off-site mitigation credits required by the Corps or CDFG related to loss of these J wetland features... r, • Page 2-47, Mitigation Measure 8-5, is hereby revised as follows: Mitigation Measure 8-5 hiene . The applicant shall consult with DFG re arg_dn appropriate vegetation within the buffer area and provide the final plan for Cit3:approval. • Page 2-48 of the Draft MEIR, Mitigation Measure 8-6, is hereby revised to read as follows: / Mitigation Measure 8-6 To reduce the potential adverse effects of reduced flows within this channel, a portion of stormwater from the project site should be collected, filtered, and discharged into this intermittent channel. The drainage south of Oasis Road should not be modified during Phase I development north of Oasis Road. When the area south of Oasis Road is developed, 5 Programmatic Formal Endangered Species Act Consultation on Issuance of 404 Permits for Projects with Relatively Small Effects on Listed Vernal Pool Crustaceans Within the Jurisdiction of the Sacramento Field Office,California,February 28,1996. 6-24 Redding Oasis Center Final Master EIR Text Changes to the EIR drainage of the south of Oasis area should be designed so that the intermittent stream south of the site would receive runoff from the project site during storm events. C--h-A4q4qe1S eur-r-entl�, the 44 ..x-ater--Swhed. For- example, if the s4td-y ---- - -R-Rc1 tieeI}ai4;;P1 'I��s ElawRstr-eaFA, is Pews would- be se-m-ev.-IRE4 -4; fnagRitude to • Page 2-53, Impact 10-2 is revised as follows: ' Impact 10-2 ' The 1Rer-ease- proposed project could increase runoff and offsite flooding potential and affect the City's storm drainage system. (S) • Pages 2-53 and 2-54, Mitigation Measure 10-2 are hereby revised as follows: Mitigation Measure 10-2 a) The project sponsor shall design and construct the proposed storm ' drainage channel leading to Salt Creek, along the northern boundary of the Phase I site, to accommodate a 100-year storm. In addition, as required by Mitigation Measure 8-3(c), final design of the drainage channel or enclosed pipe along the north property line shall fully meet the requirements of the Streambed Alteration Agreement with the CDFG. C;PPG 14asindir---ated tette toe-exteR-t feasi�Ie supper-t b) The project sponsor shall• provide landscaping to enhance the visual appearance of the drainage channel from adjacent development and public areas. --The P+q Ise-lette eeeie� Redding Oasis Center Final Master EIR 6-25 Text Clianges to the EIR • Pages 2-60 and 2-61, Mitigation Measure 13-4(b)(1), are hereby revised as follows: Mitigation Measure 13-4 a) The City shall monitor the rate of additional police calls per year associated with the proposed project and, if and to the extent warranted by the monitoring data, allocate funds for additional City police services from the City general fund. b) In addition, to further reduce project impacts on police services, the project sponsor shall implement the following measures: r 0) For project landscaping, unless otherwise approved by the Planning Division, shrubbery shall be limited to 4 feet in height and tree can shall be maintained above 6 feet in height in order to discourage potential criminals from loitering under concealment. The project applicant shall perform regular maintenance of landscaping to ensure these height requirements are sustained throughout the life of the project. • Pages 2-63 and 2-64, Mitigation Measure 14-7, are hereby revised as follows: Mitigation Measure 14-7 The existing gas lines shall be relocated to accessible alignments to be approved by PG&E. The' relocation shall be reflected on the project grading improvement plans. Possible alignments for the 10-inch gas line would be east under Oasis Road, then north under the future Churn Creek Road alignment; east across the southern edge of the Phase II site, then north under the future Churn Creek Road alignment; or east across the floodplain along Churn Creek south of the Phase II site, then north under the future Churn Creek Road alignment. • Page 3-32 of the Draft MEIR, last paragraph (under Drainage heading), is hereby revised to read as follows: The project drainage would be collected onsite through a series of catch basins, drop2 inlets, manholes, pipes, and outfall structures and discharged into Salt Creek. The project includes biological mitigation to route a portion of the stormwater runoff from the project site south of Oasis Road to the intermittent creek south of the site (drainage from an 0.5 to 1.0 acres of the project site south of Oasis Road). Because of the impermeable nature of the shopping center parking areas, more runoff r7 would occur from on-site, some of the flashier runoff would be channeled to the intermittent stream south of the project site. The project sponsor is proposing to install a SIFT-type filter at all of the onsite drainage inlets to "- 6-26 Redding Oasis Center Final Master EIR I �; Text Changes to the EIR reduce potential water quality impacts. Drainage would be carried away from the Boxco Warehouse, fuel station, loading area, and other building areas without flowing over the sidewalks. Stormwater runoff from public streets would be collected and discharged in a similar manner. Both the public and private drainage systems would be designed in accordance with applicable laws. • Page 4-1, first paragraph, seventh sentence of the EIR is revised to read as follows: Therefore, the project's consistency with the preliminary alternatives for the Oasis Road Specific Plan Piwft Qq4,t Rea4 gpe4fie 421aii is also evaluated in this chapter. • Page 4-24 of the Draft MEIR, first paragraph (after "Policy HS9D" and above "Noise Element" heading), is hereby revised to read as follows (insertions underlined, deletions shown in ): The project's potential conflicts with Policies HS2E, HS4, HS4B, and HS4J are discussed in Section 4.4, Impacts and Mitigation. Measures. The project'sop tential conflict with Policy HS2H is discussed under Impact 10-2, pages 10-17 and 10-1.8. The proposed project would be consistent with all other applicable Health and Safety Element policies. • Pages 4-28 and 4-29. Page 4-1, first paragraph, seventh sentence of the EIR is revised to read as follows: Therefore, the Project's consistency with the Preliminar alternatives for the Oasis Road Specific Plan is also evaluated in this chapter. • Page 4-48, Mitigation Measure 4-3(d) is revised as follows: 1 d) The project sponsor shall construct.engineered fill within the flood fringe to take all proposed development out of. the 100-year flood zone (application and approval from the City for floodplain encroachment would be re uired $e; 4A4 �, AND ' Redding Oasis Center Final Master EIR 6-27 Text Changes to the EIR • Impact 4-5 on page 4-49 of the Draft MEIR is hereby revised as follows: -= Project planning had not progressed sufficiently at the time of preparation of this EIR to make a definitive determination on the project's consistency with the General Plan policies cited above. Offsite bicycle and pedestrian facilities are substandard on the Oasis overcrossin dg ue to limited overcrossing width and would remain substandard until Phase II when the overcrossing/interchange is modified. For purposes of this - analysis, the proposed project is assumed to be inconsistent with General Plan policies CDD10D, CDD10F, and CDD13E, which would be a `J significant impact. Implementation of the following measure would reduce the impact to a less-than-significant level. • On page 4-50, Mitigation Measure 4-6 is hereby revised as follows: �J Mitigation Measure 4-6 al Prior to issuance of occupancy permits for the Phase.I project, Churn �J Creek Road shall be constructed from Oasis Road northward to a new connection with Twin View Boulevard, to the north of the phase I site;. OR b) The proposed main drivewa}t across the Phase I site shall be constructed and dedicated as a public street and shall be designed in accordance with the City's standards for arterial roadways, including the provision of improvements identified in Section. 16.13.040 of the Municipal Code. • On page 4-51, Mitigation Measure 4-8 is revised as follows: Mitigation Measure 4-8 Prior to issuance of an occupancy permit for the Phase IA e project, one of � the following measures shall be implemented: a) Churn Creek Road shall be constructed from Oasis Road northward to connect with Twin View Boulevard to the north of the Phase 1 site; OR b) Mitigation Measure 4-7(a) shall be implemented. i Page 5-26, Impact 5-1, is hereby revised to read as follows: ` I Impact 5-1 �J The intersection of Oasis Road & I-5 Southbound Ramps ;vel Existing Plus Phase !A Seenar-io, while the inter-seetion and Oasis Road & I-5 Northbound Ramps would operate at LOS E or F during 6-28 Redding Oasis Center Final Master EIR Text Changes to the EIR both peak hours under the Existing Plus Phase IA same scenario. 15 Nor-thbound 12---- would bleek- the iffltefseetien of Oasis Read • On page 5-26, Mitigation Measure 5-1, for Phase IA is hereby revised as follows: Mitigation Measure 5-1 Prior to the issuance of occupancy permits for the Phase IA project, the following traffic improvements shall be constructed: a) The following intersections shall be signalized: Oasis Road at Cascade- Boulevard; Oasis Road & I-5 Southbound Ramps; Oasis Road & I-5 Northbound Ramps; Oasis Road & Western Driveway; Oasis Road & Eastern Driveway; and Oasis Road & Churn Creek Road. Peak-hour volume signal warrants would be met for the intersections of Oasis Road at 1-5 Southbound Ramps, at I-5 Northbound Ramps, and at Western Driveway. Signalization of the intersection of Oasis Road & Cascade Boulevard and Oasis Road & Eastern Drivewau! would be recommended based on excessive vehicle queues. Coordination of these signals would be required due to their close proximity to one another. ' b) At the Oasis'Road &I-5 Southbound Ramps intersection, the eastbound approach. shall be widened to provide an exclusive through lane and #ee an exclusive 'right-turn lanes. The southbound on-ramp should be widened to provide 300-feet of side-bl-side lanes followed by 40:1 taper. The westbound approach shall be iyi4eiieEl re-striped to provide one through lane . i . c) At the Oasis Road & I-5 Northbound Ramps intersection, the northbound approach shall be widened and re-striped to provide a shared througl0eft lane and a* two exclusive right-turn lanes. The westbound approach shall be widened to provide an exclusive through lane and an exclusive right-turn lane. All proposed ramp roadway widening main include relocation of utilities and drainage and would be subject to Caltrans and/or Ciht's approval during project design review. d) Twin View Boulevard south of Oasis Road shall be shifted to align with the intersection of Oasis Road & Western Driveway, effectively eliminating the existing intersection of Oasis Road & Twin View Boulevard. The westbound approach of the intersection shall be widened to provide one left-turn lane, one through lane and one shared throughl-right lane. The eastbound approach shall provide two exclusive left-turn. lanes, one through and shared .through-right lane and may 1 Redding Oasis Center Final Master EIR 6-29 Text Changes to the EIR require additional right-of-way acquisition from the southerly property owners. The northbound approach shall provide one shared left-throw lane and one exclusive right-turn lane. The project sponsor shall dedicate to the City of Redding the road right-of-way under the project sponsor's ownership for both the interim Phase I alignment as well as the ultimate alignment (to be constructed as part of Phase II) of Twin View Bottlevard across the Phase II site. e) A one-lane loop-ramp from Westbound Oasis Road/Overpass to Southbound 1-5 Freeway shall be constructed and mai reqyire relocation of the southbound o[-ramp to the west in order to meet Caltrans design requirements. This matt require additional right-of-way acquisition from the property owners to the west. All proposed ramp/roadway improvements may include relocation bf utilities and drainage and would be subject to Caltrans anal/or CiW's approval during project design review. fl At the intersection of Oasis Road and Cascade Bottlevard, the f southbound approach shall be widened to provide one exclusive left-turn lane and one shared throe h-right lane. This may require additional right-of-wait acquisition from the adjacent property owner(s). g) Right-of-way acquisition necessary to accomplish Mitigation Measures � 5-1 c, d, e, and f would be required prior to issuance of building,permit for Phase I. The project sponsor shall negotiate with theaffected property owners for purchase of the necessary ri lit=of-way. The project sponsor may enter into agreements with the City of Redding, the Redding Redevelopment Amy, and/or Caltrans to participate partially or fidly t in the implementation of this mitigation measure. -� • On page 5-29, Figure 5-8 is hereby deleted, because it no longer conforms to the mitigation measures. • On page 5-41, Impact 5-5 and the associated Mitigation Measure 5-5 for phase IB are hereby revised as follows: -- Impact 5-5 Pr-iveivay would @per-ate at LOS F during the Saturday midday peak hour-under-the E*istiag Plu� Phase 113 . Under 2006 Plus Phase IA Scenario, Oasis Road would experience significant queuing in the westbound direction at the intersection of 1-5 Northbound Ramps Saturday middgy peak hour. Under 2006 Plus Phase IB Scenario, Oasis Road would experience significant queuing in the westbound direction at the intersection of I-5 Northbound Ramps during both the Weekday i 6-30 Redding Oasis Center Final Master EIR ' Text Changes to the EIR PM peak hour and Saturday midday peak hour.. In addition, the intersection of Oasis Road & I-5 Northbound Ramps would operate at LOS D in the Saturday midday peak hour. (S) Mitigation 5-5 e�-9�s-rem &is -46-4 -Ihq&be eeeo-,44qate,4 with t4iefew-a4jac-eW signals eii Qt?sis Read O.e., Cg,;r-ga rzC-lese project floor area and/or proposed uses shall be reduced to a level stick that trig generation would not exceed the following thresholds based on current Institute of Transportation Engineers (I.T.E.) trip generation standards: ' i. Weekday PM peak hour trips: 740 Inbound and 800 Outbound (total 1,540) trips, and ' ii. Saturday midday peak hour trips: 742 Inbound and 764 Outbound (total 1,506) tril2s ! • Page 5-42, Impact 5-6, is hereby deleted: Phase !A ,,, e-1-ated I...,cc: . 1 • Page 5-42, second full paragraph is hereby deleted: a fie signal at the V-4asteifn —I I V4 fleiving t+a an Oasis the site. Read, ___ - - -•- R:€eet ilite-'seetien �eb=e�s of sepyiee. This r aL „la .,,..,.L,-.,,,. he 1, .; than • Page 5-42, Mitigation Measure 5-6, is hereby deleted: see-5-� TT,,,,.,. „ ,-ed ' Redding Oasis Center Final Master EIR 6-31 P Text Changes to the EIR i u • On pages 5-49- through 5-55, Impact and Mitigation Measure 5-7 are hereby revised as follows: Impact 5- The -~te.-seefie" of Oasis Rea p- Under 2012 Plus Phase II Scenario, � Oasis Road would experience significant queuing in the westbound direction at the intersection of I-5 Northbound Ramps during both the Weekday PM peak hour and Saturday midday peak hour. The intersection of Oasis Road & GaseadeH-Au=e:ar-d I-5 Northbound Ramps would operate at LOS F during both the PM peak hour and UDS i Saturday midday peak hour under- the 2005 Pitts Ph seenar-ie. The intersections of , Ramps, Oasis Road & Western Driveway, would operate at LOS F during both peak hours and the intersection of Oasis Road & Eastern _ Driveway would operate at LOS D during the Saturday midday peak hour under the 2012 Plus Phase II scenario. Additionally, weaving movements along northbound I-5 between Route 273 and Oasis Road would operate at LOS D. The - -e-f-seepti-A-0 of Oasis Road p_ G-huFn ho peak hoe • .� Mitigation Measure 5-7 j Prior to the issuance of occupancy permits for any_portion of the proiect which would exceed the trip_generation thresholds identified in Mitigation Measure 5- 5 , the following traffic improvements shall be constructed: a) At the Oasis Road & I-5 Southbound Ramps intersection, the ; southbound approach shall be widened to provide two left-turn lanes, one through lane, and one right-turn lane. The eastbound approach shall be widened to provide three through lanes and#gone ee;flow right-turn lanes. The westbound approach shall be widened to provide a loop on- ramp to southbound I-5 and three through lanes. The widening of 7 the Oasis Road &I-5 Southbound Ramps intersection would also require widening at the Oasis Road & Cascade Boulevard intersection due to its close proximity. At the Oasis Road & Cascade Boulevard intersection, the northbound approach shall be widened to provide one exclusive left- turn lane and one shared through-right lane. The eastbound approach shall be widened to provide one shared through-left lane and one shared through-right lane. The westbound approach shall be widened to provide J one shared through- left lane, one exclusive through lane, and one right- turn lane. The southbound approach shall be widened to provide one r, exclusive lei-turn lane and one shared through-right lane. This may require additional right-of-way acquisition from the ad'act ent property owner (s). i 6-32 Redding Oasis Center Final Master EIR U Text Changes to the EIR b) At the Oasis Road & 1-5 Northbound. Ramps intersection, the northbound approach shall be widened to provide one e e'usive let htf-ig A+me,-&h,f,—shared through-left lane, and two right-turn lanes. The eastbound approach shall be widened to provide one left-turn lane and three through lanes. The westbound approach shall be widened to provide three through lanes and one shared through/right-turn lane. c) At the Oasis Road & Western 'DrivewaylTwin View Boulevard intersection, the northbound approach shall be widened to provide two left-turn lanes, one through lane, and one right-turn lane. The southbound approach shall be widened to provide one left-turn lane, one through lane, and one right-turn lane. The eastbound approach shall be widened to provide two left-turn lanes, three through lanes, and one right-turn lane. The westbound approach shall be widened to provide one left--turn lane, three hee „*eht,iye through lanes, and a shared through/right lane. d) At the Oasis Road & Eastern Driveway intersection, the northbound approach shall be widened to provide two left-turn lanes and one shared through--right lane. The southbound approach shall be widened to provide one left-turn lane, one shared right/through lane, and one right- turn lane. The eastbound approach shall be widened to provide ene-two left-turn lanes, two through lanes, and two efre right-turn lanes. The westbound approach shall be widened to provide one left-turn lane, eHe ff elfrsive two through lanes, and one shared through/right lane. e) At the —Oasis Road & Churn Creek Road intersection, the northbound approach shall be constructed to provide two left-turn lanes, one through lane, and one right-turn lane. The southbound approach shall be constructed to provide one left-turn lane, one through lane, and one right-turn lane. The eastbound approach shall be constructed to provide one left-turn lane, one through lane, and one right-turn lane. The westbound approach shall be constructed to provide one left-turn lane, one through lane and one shared throttg2h right-turn lane. 0 In order for the development which triggers Mitigation Measure 5-7 to be permitted or constructed, a seven (7)-lane (or larger) over crossing must be constructed to provide the lane configuration described above which includes one left-turn lane, and three through lanes on the Eastbound approach to Oasis Road and the Northbound ramps and a loop on-ramp and three through lanes on the Westbound approach to Oasis Road and the Southbound ramps. Additional auxiliary lane and or acceleration and deceleration lanes between the on-and off-ramps may be required. Signalization of the reconstructed intersections are to continue to be provided. City of Redding and Caltrans approval of the layout and design of the intersection improvements identified in this mitigation measure shall be required prior to approval of the Use Permit for the project. Redding Oasis Center Final Master EIR 6-33 i Text Changes to the EIR • Pages 5-56 through 5-57, Mitigation Measure 5-8, are hereby revised to read as follows: Mitigation Measure 5-8 a) Prior to implementation of Mitigation Measure 5-7P4ase-g roadway/ intersection improvements at the intersection of Oasis Road and realigned Twin View Boulevard, the project sponsor shall negotiate a relocation agreement with gfiL44e affected property owner. The property owner shall receive fair-market value for the property or be relocated to a comparable property and residence. The project sponsor may enter into agreements with the City of Redding, the Redding Redevelopment Agency, and/or Caltrans to participate partially or fully in the implementation of this mitigation.measure. b) Prior to implementation of Mitigation Measure 5-7P4iose 1 J roadway/intersection improvements at the intersection of Oasis Road and Cascade Boulevard (Old Oasis Road), the project.sponsor shall negotiate a relocation agreement with the affected property owner to relocate the affected gasoline pumps or otherwise compensate the owner. The project sponsor may enter into agreements with the City of Redding, the Redding Redevelopment Agency, and/or Caltrans to participate partially or fidly in the implementation of this mitigation measure. C) Right-of-way acquisition for the realigned Twin View Boulevard south of Oasis would be.required prior to issuance of a building permit for development which triggers Mitigation Measure 5-7 improvements #ase-W The project sponsor shall negotiate with the affected property owners for purchase of the necessary right-of-way. The project sponsor may enter into agreements with the City of Redding, the Redding Redevelopment Agency, and/or Caltrans to participate partially or fiilly in the implementation of this mitigation measure. d) Roadway improvements for realignment of Twin View Boulevard south J of Oasis shall be completed prior to occupancy of development which triggers Mitigation Measure 5-7 improvements e-t . • Page 5-57, Impact and Mitigation Measure 5-9, is hereby revised to read as follows: r• 2005 Plus ph-Ase IN sopnaria. 6-34 Redding Oasis Center Final Master EIR Text Changes to the EIR This ul,d be a ;s i ' n , to .. I Illy • Page 5-60, Impact 5-10, is hereby revised to read as follows: Impact 5-10 Construction activities associated with widening of Oasis Road and modification of the I-5/Oasis Road interchange during Phase 11 may disrupt and impact background and project related traffic. • Page 5763, Title for Figure 5-14 is revised as follows: 20825 Cumulative No Project Saturday Midday & Weekday PM Peak Hour Volumes • Page 5-70, Impact 5-18, is hereby revised to read as follows: 1 Iml2act 5-18 The intersection of Hawley Road & Highway 299 Westbound Ramps would operate at LOS Ef during the PM both peak hour 3 Projeet eenditions. • Page 5-70, Mitigation"Measure 5=18, is hereby revised to read as follows: ' Mitigation Measure 5-18 The intersection" of Hawley Road & Highway 299 Westbound 'Ramps shall be signalized and Fes. a ai mitigation would not apply to the proposed project because the impacts would be caused by background traffic growth.) IRedding Oasis Center Final Master EIR 6-35 Text Changes to the EIR L_J • Page 5-70, Mitigation Measure 5-19, is hereby revised to read as follows: Mitigation Measure 5-19 The intersection of Hawley Road & Highway 299 Eastbound Ramps shall be signalized. The eastbound approach shall be re-striped to provide one left-turn lane, one right turn lane, and one shared through/right lane. (This mitigation would not apply to the proposed project.) • Page 5-71,Title for Figure 5-15 is revised as follows: -' 20825 (No Project) Lane Configurations .J • Page 5-73, Title for Figure 5-16 is revised as follows: 20825 Cumulative (No Project) Freeway Traffic Volumes • Page 5-75, Title for Figure 5-17 is revised as follows: ` 2025 Cumulative + Project Saturday Midday & Weekday PM Peak Hour Volumes • Page 5-78, Impact 5-20, is hereby revised to read as follows: Impact 5-20 The intersections of Oasis Road & Cascade Boulevard would operate at LOS E and Oasis Road & Churn Creek would operate at LOS F during both peak hours under the 2025 Cumulative Plus Project scenario. The intersection of Oasis Road & I-5 Northbound Ramps would operate at LOS EE during the Saturday midday peak hour under this scenario: The intersections of Oasis Road & Western Driveway would operate at LOS E and F during the Midday PM and Saturday "7 midday peak hour, respectivelL under the 2025 Cumulative Plus j Project scenario. • Page 5-79, Mitigation Measure 5-20, is hereby revised as follows: Mitigation Measure 5-20 The following mitigation measures shall be implemented w FFONA; emenstr-We they ^^a^d. Coordination of these signals would continue to be required. 6-36 Redding Oasis Center Final Master EIR Text Changes to the EIR a) At the Oasis Road & Cascade Boulevard intersection, the northbound approach shall be widened to provide one left-turn lane, one ;4Q,;-j24 through,4& lane, and one exclusive right-turn lane. The southbound approach shall be widened to provide two left-turn lanes, one wed through74 lane, and one exclusive right-turn lane. The eastbound approach shall be widened to provide one, left-turn lane, two eite-^,�ve through lanes, and one shared through/right lane. The westbound approach shall be widened to provide one left-turn lane, three through lanes, and one right-turn lane. b) A -tie-G 4-At the Oasis Road & I-5 Northbound Ramps intersection, the northbound approach shall be widened to provide two=me- ve left- turn lanes, one shared throughlL• it h-f4 lane, ire and two right-turn lanes. The westbound approach shall be widened to provide four through lanes and one right-turn lane. cel) At the Oasis Road & Western Driveway/Twin View Boulevard intersection, the westbound approach shall be widened to provide two left-turn lanes, four through lanes, and one right-turn lane. The eastbound should be widened to provide two left-turn lanes, four through lanes, and one right-turn lane. The northbound approach should be widened to provide two left-turn lanes, one through lane, and two rigl2t- turn lanes. de) At the Oasis Road & Eastern Driveway intersection, the northbound approach shall be re-striped to provide one exclusive left-turn lane, one shared througli/left lane, and one right-turn lane. The southbound 1 approach shall be re-striped to provide one exclusive left-turn lane, one shared through left lane, and one right-turn lane. The eastbound approach shall be widened to provide two left-turn lanes, three through. lanes, and one right-turn lane. The westbound approach shall be widened to provide two left-turn lanes, two exclusive through lanes, and one shared through/right lane. efi At the Oasis Road & Churn Creek Road intersection, the eastbound approach shall be widened to provide two left-turn lanes, two through lanes, and one right-turn lane. The westbound approach shall be widened to provide two left-turn lanes, two through lanes, and one right- turn lane. The northbound approach shall be widened to provide two left-turn lanes, two through lanes, and one right-turn lane. The southbound approach will be widened to provide one left-turn lane, one through lane, one shared throu 1�i right lane, and one right-turn lane. ' Redding Oasis Center Final Master EIR 6-37 Text Changes to the EIR • Page 5-80,Mitigation Measure 5-21, is hereby revised to read as follows: Mitigation Measure 5-21 The intersection of Oasis Road & Gold Hills Drive shall be signalized as in Mitigation Measure 5-12. Thi,. is kr,a S n,r,;,,,,.;,,, 414--,,.,,,,,, 5 4� ";gap,, the C-4om ulg4ve Ne-Po:ejeet ee#4,4i4ens. The westbound approach shall be `"J widened to provide one left-turn lane and two through lanes. The eastbound approach shall be widened to provide one through lane, and one througlilriQht shared lane. The protect shall contribute its fair share of this mitigation. Prior to approval of a use permit, the applicant shall submit for approval calculations for its fair share amount based on what percentage the project traffic is of the existing and projected background traffic. U • Page 5-80, Impact 5-22, is hereby revised to read as follows: Impact 5-22 The intersection of Oasis Road &Akrich Street would operate at LOS F during the PA4 both peak hours under 2025 Cumulative Plus Project conditions. • Page 5-80, Mitigation Measure 5-22, is hereby revised to read as follows: Mitigation Measure 5-22 The intersection of Oasis Road & Akrich Street shall be signalized as in Mitigation Measure 5-13 and reconfigured. The northbound approach shall be re-striped to provide one exclusive left-turn lane and shared left/through/right lane. The eastbound approach shall be widened to provide one shared through/left lane, one exclusive through lane, and one right-turn lane. The westbound approach shall be widened to provide one shared through/left lane and j one shared through/right lane. The project shall contribute its fair share of this mitigation. Prior to approval of a use permit, the applicant shall submit for approval calculations for its fair share amount based on what percentage the .- project traffic is of the existing and projected background traffic. • Page 5-83, Mitigation Measure 5-23, is hereby revised to read as follows: Mitigation Measure 5-23 The intersection of Pine Grove Avenue & 1-5 Southbound Ramps shall be signalized. This mitigation measure is the same as Mitigation Measure 5-14 under the Cumulative No Project conditions. The project shall contribute its fair share of this mitigation. Prior to approval of a use permit, the applicant shall submit for approval calculations for its fair share amount based on what percentagethe project traffic is of the existing and projected background traf zc. 6-38 Redding Oasis Center Final Master EIR Text Changes to the ETR • On page 5-83, Mitigation Measure 5-24 is hereby revised as follows: Mitigation Measure 5-24 The intersection of Pine Grove Avenue & I-5 Northbound Ramps shall be signalized. The northbound approach shall be re-striped to provide one left-turn lane and one shared through/right lane. The project shall contribute its fair share of this mitigation. Prior to approval of a use permit, the applicant shall submit for approval calculations for its fair share amount based on what percentage the project traffic is of the existing and projected background tra ec. • On page 5-83, Mitigation Measure 5-24, the resulting LOS would be LOS B duringt_he midday PM peak hour and LOS C 4; Lett }'-ea RA4 a;a during the Saturday midday peak:hours. • Page 5-83 is hereby revised to add the following new text before Impact 5-25: Impact 5-24B ' The intersection of Pine Grove Avenue &Twin View Boulevard would operate at LOS F during the Saturday midday peak hour under the Cumulative Plus Project scenario. This would be a significant, adverse impact. Implementation of the following measure would reduce the impact to a less-than-significant level: Mitigation Measure 5-24B tThe intersection shall be signalized and reconfigured. The northbound approach shall be widened to provide one left-turn lane and one shared through/right lane. The southbound approach shall be widened to provide one left-turn lane and one shared through/right lane. The eastbound approach shall be widened to provide one shared left/through lane and one right-turn lane. Prior to approval of a use permit, the applicant shall submit for approval calculations for its fair share amount based on what percentage the project traffic is of the existing and projected background traffic. • Page 5-84, Mitigation Measure 5-25, is hereby revised to read as follows: Mitigation Measure 5-25 The intersection of Constitution Way & I-5 Northbound Ramps shall be signalized as in Mitigation Measure 5-16 and widened. The northbound approach shall be widened to provide one shared left/through lane and two right- turn lanes. The eastbound approach shall be widened to provide one left-turn lane and one through lane. The project shall contribute its fair share of this Redding Oasis Center Final Master EIR 6-39 Text Changes to the EIR U mitigation. Prior to approval of a. use permit, the applicant shall submit for approval calculations for its fair share amount based on what percentage the project traffic is of the existing and projected background tragi With implementation of Mitigation Measure 5-25, the resulting LOS would be LOS B �. in the PM peak hour and LOS C in the Saturday midday peak hour. • Page 5-84, Mitigation Measure 5-26, is hereby revised to read as follows: Mitigation Measure 5-26 The intersection of Constitution Way & Twin Viezo Boulevard shall be widened. The southbound approach shall be widened to provide one left-turn lane, one through lane, and two right-turn lanes. The eastbound approach shall be i widened to provide two left-turn lanes and one shared through-right lane. The westbound approach shall be re-striped to provide one left-turn lane and one shared through/right lane. The project shall contribute its fair share of this mitigation. Prior to approval of a use permit, the applicant shall submit for approval calculations ,tor its ,fair share amount based on what percentage the project traffic is of the existing and proiected background traffic. _ • Pages 5-84, Mitigation Measure 5-27, is hereby revised to read as follows: Mitigation Measure 5-27 The intersection of Hawley Road & Highway 299 Westbound Ramps shall be gig4.,a ,,,,a widened with signal modification as in Mitigation Measure 5-18. The northbound approach shall be widened to provide tzoo left-turn lanes and one through lane. The westbound approach shall be widened to provide one left-turn lane and one shared through/right lane. i (Tluis mitigation would not apply to the proposed pro'et ct.) • Page 5-85, Mitigation Measure 5-28, is hereby revised to read as follows: Mitigation Measure 5-28 ` The intersection of Hawley Road & Highway 299 Eastbound Ramps shall be signalized and widened as in Mitigation Measure 5-19. The northbound approach shall be widened to provide three through lanes and one right-turn lane. The eastbound approach shall be widened to provide one left-turn lane, one through lane, and two right-turn lanes. (This mitigation would not apply to the proposed project.) i 4 F•--q 6-40 Redding Oasis Center Final Master EIR Text Changes to the EIR • Page 5-85 is hereby revised to add the following new text before the last paragraph of the page: Impact 5-29B The intersection of Churn Creek & Northern Driveway would operate at LOS D during the Saturday midday peak hour under 2025 Cumulative Plus Project conditions. This would be a significant, adverse impact. Implementation of the following measure would reduce the impact to a less-than-significant level: Mitigation Measure 5-29B The intersection of Churn Creek Road & Southern Driveway shall be signalized. The project shall contribute its fair share of this mitigation. • Page 5-86, Title for Figure 5-18 is revised as follows: 20925 Cumulative + Project Lane Configurations ' • Page 5-88, Impact 5-30, is hereby revised to read as follows: g p Y Impact 5-30 The weaving section of northbound 1-5 between Highway 273 and Oasis Road would.operate at LOS E and F during the weekday PM and Saturday midday be& peak hours, respectively, under the 2025 Cumulative Plus Project scenario. • Page 5-88, Impact 5-30, is hereby revised to read as follows: Mitigation Measure 5-30 The weaving section of northbound I-5 between Highway 273 and Oasis Road shall be widened by one lane and a two-lane off-ramp to Oasis Road shall be constructed. The timing of the implementation of this mitigation measure shall be determined by Caltrans. The project shall contribute its fair share of this mitigation. Prior to approval of a use permit, the applicant shall submit.r approval calculations for its fair share amount based on what percentage the project traffic is oT the existing and projected background traffic. • Page 5-89, Title for Figure 5-19 is revised as follows: 20925 Cumulative Plus Project Freeway Traffic Volumes Redding Oasis Center Final Master.EIR 6-41 Text Changes to the EIR • Page 5-90, Mitigation Measure 5-31, is hereby revised to read as follows: Mitigation Measure 5-31 The weaving section of southbound 1-5 between Oasis Road and Highway 273 shall be widened by 'one lane. The timing of the implementation of this mitigation measure shall be determined by Caltrans. The project shall contribute its fair share of this mitigation. Prior to approval of a use permit, the applicant ,- shall submit for approval calculations for its fair share amount based on what percentage the pro'ec1 t traffic is of the existing and proiected background traffic. • Pages 5-91 and 5-92, Mitigation Measure 5-32, are hereby revised to read as follows: Mitigation Measure 5-32 Mitigation measures would include the following: �- • Dedicate needed right-of-way for public roadways. Nifrg. •. Pay applicable City of Redding development impact fees. • Use intelligent transportation control systems, where appropriate, to improve traffic flow and safety on the street and highway system. This should include the use of'interconnected signal timing to optimize vehicle progression along Oasis Road. • Provide pedestrian-oriented.features, such as benches, enhanced landscape, and trash receptacles. • Provide sidewalks or other pedestrian-dedicatedfacilities on both sides of'new public streets. Exceptions may be appropriate where J topography is difficult, or where the development plan illustrates that pedestrians will be accommodated by alternative means. • Provide pedestrian facilities of a sufficient width to ensure pedestrian comfort and safety and to accommodate the special needs of the physically disabled. • Prohibit on-street parking on arterial streets to reduce congestion and conflicts. • Incorporate facilities suitable for bicycle use in the design of interchanges, intersections, and other street-improvement/maintenance facilities. 6-42 Redding Oasis Center Final Master EIR Text Changes to the EIR . • Provide bic ,cle acilities or a in-lieu fees based on a air.share y f pay .� .� portion. • Provide bus pull-outs along arterial streets at approximately 1/4-mile intervals or as indicated in the Shasta County Transit Development Plan. Determine the precise locations during development plan review or at the time of major street improvement or reconstruction. • Install passenger amenities at designated bus stops when identified as a mitigating measure. • Provide attractive, well-lighted, comfortable, and protected waiting areas for bus passengers. • Page 5-92, end of chapter, is hereby revised to add the following new text: INDIRECT TRAFFIC EFFECTS RESULTING FROM ECONOMIC IMPACTS OF THE PROPOSED PROTECT Economic effects of the proposed project could lead to indirect traffic impacts, which are discussed in Section 16.6, Economic and Social Effects, page 16_5. • Page 6-11, third paragraph, is hereby revised as follows: Carbon monoxides the pollutant of greatest concern on the local (CO)� ) p scale. Concentrations of CO are related to the levels of traffic and congestion along streets and at intersections. The project would increase traffic volumes on streets near the project site, and therefore would increase local CO concentrations. However, high concentrations of. CO can only be expected where background levels-are quite high and traffic volumes and congestions levels are quite high. Shasta County can be expected to have very low concentrations of CO, and the intersections affected by project traffic currently operate at acceptable levels of service and would continue to operate at acceptable levels of service with the addition of project traffic, following implementation of all identified traffic mitigation measures. Application of computer simulation models for forecasting:local carbon monoxide concentrations is not recommended or required by the Shasta County Air Quality Management District as ' part of the environmental review process. Project impacts on carbon monoxide concentrations would be less-than-significant. Redding Oasis Center Final Master EIR 6-43 r Text Changes to the EIR ` r-- • Page 6-15, end of chapter, is hereby revised to add the following new text: INDIRECT AIR QUALITY EFFECTS RESULTING FROM ECONOMIC IMPACTS OF THE PROPOSED PROTECT Economic effects of the proposed project could lead to indirect air quality impacts, which are discussed in Section 16.6, Economic and Social Effects, page 16-5. • Page 7-21, end of chapter, is hereby revised to add the following new text: INDIRECT NOISE EFFECTS RESULTING FROM ECONOMIC IMPACTS OF THE PROPOSED PROTECT Economic effects of the proposed project could lead to indirect noise impacts, which are discussed in Section 16.6, Economic and Social Effects, Rage 16-5. Page 8-40 of the Draft MEIR, end of the first paragraph, is revised to read as follows: I .......This would include: 0.219 acres of wetlands (including 0.058 acres of vernal/intermittent pool habitat) and 0.207 acres of "other waters". In addition to on-site impacts to jurisdictional wetlands, off-site transportation improvements to mitigate traffic impacts could affect , about 0.1 acre of wetlands. In a site visit on August 30, 2004, ESA biologists estimated about 0.05 acres would be affected by Oasis Road/I-5 interchange improvement and 0.04 acres would be affected by the northern extension of. Churn Creek Road. Final design of these off-site roadway improvements could change the actual areas affected but no major changes in the estimates are expected because no other major wetlands areas were identified near the anticipated roadway improvements. Any loss of jurisdiction wetlands or other waters of the U.S. would be considered a significant impact. This would therefore be a significant impact. • Pages 8-40 through 8-42, Mitigation Measure 8-3 are hereby revised to read as i follows: Mitigation Measure 8-3 Prior to issuance of a grading permit, 4 project sponsor shall obtain a Section 404 permit from the U.S. Army Corps of Engineers and a Section 1603 Streambed Alteration Agreement,from the California Department of Fish and.Game, and shall comply with all permit conditions and r., 6-44 Redding Oasis Center Final Master EIR I Text Chang es to the EIR mitigation measures required by these agencies. In addition, the project sponsor shall perform the following mitigation: b) Since onsite mitigation is not considered feasible, off-site mitigation shall include purchasing credits at an approved mitigation bank (i.e., dies fir-Stillwater Plains Mitigation Bank and/or CDFG's Cottonwood Creek Mitigation Bank or CDFG's Battle Creek Riparian Mitigation Site) at the following ratios. Vernal Pools: A minimum 2:1 preservation credits and 1:1 creation credits6 If protocol surveys identify that the vernal pools are not occupied by federally L threatened or endangered shrimp species, this requirement would be reduced to a minimum 2:1 preservation credits and no creation credits. Other Wetland types: A minimum 2:1 preservation credits Other Waters of U.S.: A minimum 1:1 preservation credits These ratios shall ii4ehi4e-be applied towards anit off-site mitigation credits required by the Corps or CDFG related to loss of these wetland features... • Page 8-45, Mitigation Measure 8-5,is hereby revised as follows: Mitigation Measure 8-5 -The applicant shall consult with DFG re ars appropriate vegetation within the buffer area and provide the final plan for City a0roval. • Page 8-46 of the Draft MSIR, Mitigation Measure 8-6, is hereby revised to read as follows: Mitigation Measure 8-6 To reduce the potential adverse effects of reduced flows within this channel, a portion of stormwater from the project site should be collected, filtered, and discharged into this intermittent channel. The drainage south of Oasis Road should not be modified during Phase I development north of Oasis Road. When the area south of Oasis Road is developed, drainage of the south of Oasis area should be designed so that the intermittent stream south of the site would receive runoa from the project site during storm events. Ae 4isehar�*', shp;44--lie 6 Programmatic Formal Endangered Species Act Consultation on Issuance of 404 Permits for Projects with Relatively Small Effects on Listed Vernal Pool Crustaceans Within the Jurisdiction of the Sacramento Field ' Office,California,February 28,1996. Redding Oasis Center Final Master EIR 6-45 Text Changes to the EIR . f F� • Drainage is also covered on a fair-share basis, as noted on page 10-4 of the Draft MEIR: LJ The primary mechanism identified by the City for implementation of drainage facilities is project-specific drainage improvement requirements. for all new development, including stormwater retention and off-site improvements where warranted. In addition, a citywide Storm Drain Fee for new commercial development and a fair-share Storm Drain Utility Tax, established in 1993, which assesses each existing parcel of land in the city in proportion to its area of impervious surface, provide funding for ongoing maintenance of the City's storm drain infrastructure. • Page 10-13, Impact 10-2 is revised as follows: Impact 10-2 The " proposed project could increase runoff and offsite flooding potential and affect the City's storm drainage system. (S) • Page 10-14 of the Draft MEIR, second sentence in the fourth paragraph, is hereby J revised to read as follows: Stormwater from the site itself would be collected onsite through a series of catch basins, drop inlets, manholes, pipes, and outfall structures and discharged into Salt Creek. The project sponsor proposes to install a SIFT-type filter at all of the onsite drainage inlets to reduce potential water quality impacts (see Impact 10-3, below). The project includes biological mitigation to route a portion of the stormwater runoff from the project site south of Oasis Road to the intermittent creek south of the site (drainage from an 0.5 to 1.0 acres of the project site south of Oasis Road). Because of the impermeable nature of the shopping center parkin areas, reas, more runoff would occur from on-site, some of the flashier runoff would r� be channeled to the intermittent stream south of the project site. i • Page 10-16, the fifth sentence in the second paragraph is revised as follows: Because the peak flow from Phase I of the proposed development would occur even earlier than the peak flow under pre—project conditions, 6-46 Redding Oasis Center Final Master EIR 1 Text Changes to the EIR creation of off-stream stormwater detention facilities at the ro'ect site — 1 ate-type-ef to control project site runoff would delay flows from the site and cause undesirable increases in Churn Creek flow downstream during or near the period of peak flow. Other scenarios reviewed in the Updated Hydrology Analysis (Appendix 5) could partially or fully mitigate peak flow increases on Salt Creek without having_anv undesirable increases in peak flows on Churn Creek. • Page 10-16, the following paragraph is added before the last paragraph on the page: ' It would be theoretical) possible to build a regional detention y p ,� facility on Salt Creek north of the project site to eliminate the increase in runoff and offsite downstream flooding caused by the project. However, such a project :is not deemed practical because it would require flooding more acres north of the 2roject site than would be mitigated by the measure south of the project site and require significant engineered structures within the main channel of Salt Creek north of the-project site. In addition to the cost of such structures, which would be extremely expensive, modeling indicates that a detention facility north of the site would inundate about 8 acres north of the facility in the 100-year flood, an increase in this location of 1.4 acres, in order to eliminate the impact downstream of approximately 0.25 acres of land. • Page 10-17, second sentence in the first full paragraph, is hereby revised as follows: However, detention basins or retention basins (see Updated Hydrology Analysis, Appendix 5) that would substantially reduce the increase in peak flow on Salt Creek, including on-site or off-site on-stream scenarios, are impractical for this project and therefore are not feasible for this project because they would require far more land than the 0.4 acres that would be miti ag t` ed. ' d^T. „St+eam d'afing-er near- the-peried ef-peaky-flair=-(see-psi r - • Page 10-17, first paragraph, final two sentences are deleted as follows: These iREr-eases al:e a emtiLthe aeerxr-aeythr-esheld of theWF�,C-U4F:q Redding Oasis Center Final Master EIR 6-47 Text Clianges to the EIR ufld—not be ifequifed for-this pr-ejeet. • Page 10-17, the last paragraph is hereby revised as follows: The increased peak storm flows and peak flood elevations caused b, the rerouting of the intermittent stream would occur downstream of the Phase II site for a distance of. approximately 1,200 feet. A minor increase in peak flood elevations (but not stormwater flows) was also found in the model results just upstream of the project site. The upstream increase in peak elevations averages .06 feet for 900 feet upstream (and is estimated to increase the area inundated by the 100-year flood by about 0.15 acres). ` J It is City policy that there be no increase in peak runoff rates downstream of new development. General Plan Policy HS21-1 requires new development to demonstrate that existing and/or planned drainage facilities are adequate to accommodate stormwater runoff from a project A, site, to prevent an increase in offsite peak runoff rates, and to avoid increases in flood elevations. However, such increases are permissible J with the written consent of all affected property owners. Although the •- project applicant is in possession of written permission for- the finer-e sed- s from the sole affected property owner immediately to the south of the Phase II site to divert the intermittent drainage running in a north- south direction across the Phase I and II sites to Salt Creek, the proposed project would still conflict with City policies restricting Flew.s .,aFA off- site increases in peak storm flows and flood elevations -R . Based r--� on the assumption that detention of these increased flows is not a viable option, and without -a full dF.-Moage release agr-eement with the afft-r-tt-d these increases in peak storm flows and peak flood --, elevations for approximately 900 feet north of the project site and 1,200 feet south of the project site along Salt Creek immediately south of the Phase II site constitute a significant unavoidable impact. E • Page 10-18, the fourth paragraph is hereby revised as follows (insertions U underlined, deletions shown in After implementation of Mitigation Measures 10-2a and 10-2b the physical increase in peak stormwater flows and flood elevations would remain 4niglementati-en A--f tine Mitigation 1-0 2(e) weu!4 biot this •144 a significant, unavoidable impact. 1 .I L-RFAFAi-RkQatia++,PeeeiAbef 48,2003. r"t 7 6-48 Redding Oasis Center Final Master EIR I Text Changes to the EIR • Page 10-18,Mitigation Measure 10-2 is hereby revised as follows: Mitigation Measure 10-2 a) The project sponsor shall design and construct the proposed storm drainage channel leading to Salt Creek, along the northern boundary of the Phase I site, to accommodate a 100 year storm. In addition, as required by Mitigation Measure 8-3(c),final design of the drainage channel or enclosed pipe along the north property line shall fully meet the requirements of the Streambed Alteration Agreement with the CDFG. r''r' ' imdieaha that. rte the ; b) The project sponsor shall provide landscaping to enhance the visual appearance of the drainage channel from adjacent development and public areas. 1 is , . flewsell his 1q'eI ' • Page 10-22, the first sentence is hereby revised as follows: With the exception of increases in 12eak stormwater flows and flood elevations on the project site, the minor increase (a rise in peak 100-year flood elevation of .06 feet) starts where the tributary bypass enters Salt Creek and extends 900, feet north of the site, and for 1,200 feet immediately downstream of the project site, hydrological modeling has shown that tT-he proposed project would not contribute to peak stormwater flows in Salt Creek or Churn Creek, and therefore would not contribute to cumulative flooding or stormwater impacts. • Page 11-13, end of chapter, is hereby revised to add the following new text. INDIRECT AESTHETICS EFFECTS RESULTING FROM ECONOMIC IMPACTS OF THE PROPOSED PROTECT Economic effects of the proposed project could lead to indirect visual impacts, which are discussed in Section 16.6, Economic and Social Effects, page 16-5. Redding Oasis Center Final Master EIR 6-49 Text Changes to the EIR • Page 13-9 of the Draft MEIR, last paragraph before Mitigation Measure 13-1 is hereby revised to read as follows: r The ieapaet en €ire--pr-eteetion ser-Aees—Qssee��ed�o� ee�e�c €n�ire��nte�tt�tl lonpaet Rep e4 #;, the lir{ekeye RedeveleponeHt Plai4, wl need that such dei=elepineot wooki require iner-eases—m-per-seiqner , and . Implementation of #4i-, the following measure would reduce the impact to a less-than- significant level: • Page 13-12 of the Draft MEIR, last paragraph before Mitigation Measure 13-4 is hereby revised to read as follows: Mitigatie+i PS r is ther-efer-e le r r n pflepesed r i r r MitigatiafiMeasufe4g 4(194 . Implementation of the following mitigation would reduce Impact 13-4 to a less-than-significant level: • Page 13-13, Mitigation Measure 13-4(b)(1), is hereby revised as follows: Mitigation Measure 13-4 a) The City shall monitor the rate of additional police calls per year associated with the proposed project and, if and to the extent warranted by the 6-50 Redding Oasis Center Final Master EIR r`t u I Text Changes to the EIR monitoring data, allocate fiends for additional City police services from the City general fund. b) In addition, to further reduce project impacts on police services, the project sponsor shall implement the following measures: 1) For project landscaping, unless otherwise approved by the Planning Division, shrubbery shall be limited to 4 feet in height and tree canopies shall be maintained above 6 feet in Weight in order to discourage potential criminals from loitering under concealment. The project applicant shall perform regular maintenance of landscaping to ensure these height requirements are sustained throughout the life of the project. • Page 13-15 of the Draft MEIR, last paragraph is hereby revised to read as follows: CUMULATIVE IMPACTS ear of 01;-ea Biuekeye Red&velspment Plan, r-espec-6vely. As r'haptErT44iS EIgr-tie�'s "F�irnf--�"vv}c4 ofrthese.-dvccmci=rcT Implementation of Mitigation Measures 13-1 and 13-4 would mitigate cumulative impacts on fire and police services, respectively. Similar to this project, all development projects are required to fully mitigate project specific impacts. Future projects would also be required to mitigate project-specific impacts to fire and police services. Because this project is required to mitigate its project-specific impacts to fire and 1olice services this proiect would not have a cumulatively considerable impact on fire and police services. Cumulative impacts on medical response services would be less-than-significant for the same reasons discussed under Impact 13-2. The applicant's payment of school impact fees would mitigate the project's contribution to any potential cumulative impacts to schools that may occur with future development in and around Redding. No additional cumulative impacts on public services were identified. Redding Oasis Center Final Master 17IR 6-51 r-. Text Changes to the EIR i • Page 13-15, end of chapter, is hereby revised to add the following new text: INDIRECT PUBLIC SERVICES EFFECTS RESULTING FROM ECONOMIC IMPACTS OF THE PROPOSED PROTECT Economic effects of the proposed project could lead to indirect public services impacts, which are discussed in Section 16.6, Economic and Social Effects, page 16-5. r • From page 14-7, first full paragraph, of the circulated DMEIR: - The Master Sewer Plan currently projects that conveyance capacity of these mains will need to be expanded within 20 years. Expansion of conveyance capacity could be needed sooner, depending on how much sewage is allowed to drain to the Churn Creek basin from projects currently planned to drain to the Stillwater basin. The City-wide sewer connection fees being charged to new residential and commercial r ' development within the Churn Creek basin are planned to fund such capital improvements as the subject sewer line capacity expansion in 20 years, and therefore would serve to adequately mitigate the impact of the proposed project (Phases I and II) if the capacity is not used up prior to that time; therefore, no mitigation measures should be necessary. • Page 14-15, the second sentence under Impact 14-1 is revised to read as follows: A water supply assessment prepared for the project in compliance with SB 610 verified that domestic water supplies would be adequate for the proposed project throughyear 2020.- Page 020.Page 14-17 of the DMEIR,Phase I1, is revised to read as follows: r Impacts 14-1 and 14-2 would apply to Phase II of the project. Similar to Phase.I, commercial/retail buildings and a gas station are proposed for Phase II and fire flow requirements would be similar. As discussed in Impact 14-1, above, City water supplies are projected to be sufficient to meet water demand in 2005, the anticipated year of completion of Phase ` J II. A water supply assessment prepared for the project in compliance with SB 610 verified that domestic water supplies would be adequate for f the proposed project through the year 2020. Mitigation Measure 14-2 would also mitigate the impact related to adequate fire flow associated r with development of Phase II. Implementation of Phase II would not create any additional impacts not already addressed for Phase 1. r--ti i 6-52 Redding Oasis Center Final Master EIR u Text Changes to the EIR • Page 14-19 of the Draft MEIR, first full paragraph, last sentence, is hereby revised to read as follows: However, implementation of the measure described below would reduce A-4 site Ste fvn c',.._,S impacts from design of the storm drainage system to a less-than-significant level, but the impact of increased stormwater runoff remains a significant unavoidable impact as discussed in Impact 10-2. • Pages 14-21,Mitigation Measure 14-7, is hereby revised as follows: Mitigation Measure 14-7 , The existing gas lines shall be relocated to accessible alignments to be approved by PG&E. The relocation shall be reflected on the project grading improvement plans. Possible alignments for the 10-inch gas line would be east under Oasis Road, then north under the fitture Churn Creek Road alignment; east across the southern edge of the Phase II site, then north under the future Churn Creek Road alignment, or east across the floodplain along.Churn Creek south of the Phase II site, then north under the fiiture Churn Creek Road alignment. • Page 14-22, end of chapter, is hereby revised to add the following new text: INDIRECT UTILITIES EFFECTS RESULTING FROM ECONOMIC IMPACTS OF THE PROPOSED PROTECT Economic effects of the proposed project could lead to indirect impacts on utilities, which are discussed in Section 16.6, Economic and Social Effects, page 16-5. • Page 15-13, text is revised as follows: ALTERNATIVE 3 - REDUCED-DENSITY ALTERNATIVE The Reduced-Density Alternative (see Figure 15-2) is similar to the project site plan with the following modifications: The intensity of the site use both Phase I and Phase II would be reduced to a Floor Area Ratio (FAR) of 0.25. 'The Redding General Plan identifies 0.25 as the average FAR used for commercial land use forecasts in the General Plan. Since north of Oasis Road (Phase I as described in the proposed project) has an FAR of 0.21 no reductions would be required for the site plan north of Oasis Road. The area south of Oasis Road (Phase II as described Redding Oasis Center Final Master EIR 6-53 17 Text Changes to the EIR ' in the proposed project) has an FAR of 0.36. To reduce the FAR on the area south of Oasis Road to 0.25 would require a reduction in the building area from 850,000 square feet to 587,000 square feet. This is a reduction of approximately 262,000 square feet of floor space on the Phase II area. Alternative 3 would propose Phase I be constructed on the south side of Oasis Road and consist of 310,000 square feet of regional commercial uses (the traffic study analyzed 250,000 square feet of shopping center and a 60,000 square foot multiplex theater). Phase 2 would be constructed on both the north and south sides of Oasis Road consisting of 320,000 square feet of regional commercial uses north of Oasis Road and 277,000 square r feet of regional commercial uses south of Oasis Road (see Figures 15-2a- and 15-2b). Land Use and Planning-(L) Most of the land use and planning impacts of the Reduced-Density r ' Alternative would be the same as under the proposed project. However, J the impact associated with exceeding the allowable FAR on the Phase II site would be avoided. This impact would have similar but lesser operational impacts identified for the proposed project, including degradation of police and fire services below standards established in the General Plan; encroachment on the Salt Creek flood plain, in conflict with the General Plan and Zoning Ordinance; exceedance of the maximum allowable sign area; and 'conflict with General Plan policies pertaining to the provision of public transit and other transportation facilities. This alternative would not result in new land use or planning impacts. The Reduced-Density Alternative would also delay the impacts associates with the abandonment of. Twin View Boulevard north of Oasis Road (the impacts that would be reduced [delayed] include Impacts 4-6, 4-7, and 4- 8). Mitigation Measures 4-6; 4-7, and 4-8 would be revised to reflect the phasin changes proposed with Alternative 3 should it be selected. I � • Page 15-14, Figure 15-2 is replaced by Figures 15-2a and 15-2b. j Page 15-15,Traffic is revised as follows: r i Traffic-(L) Please refer to Appendix 2 of the Responses to Comments Document for ; the analysis of the traffic impacts of the Reduced-Density Alternative (Alternative 3), assuming development of the project begins in the area isouth of Oasis Road. i i i 6-54 Redding Oasis Center Final Master EIR �- , z rn rn Z rn o . i Il I i " 7Q N 7m 4 I Olf womb Ull i PFD- N it M Y Y I it � PAD- I + 1 0�++�fIfH-f}IH�tfI�I�Iff1�0 "p Y � I I I N ty p ♦ y g "� '.� - - - - - i� yyy�yyoyu �ii �iirn-fir�n�n�ii• � D pzpx � C -� p� avv DDDDDAD \ LO — Fr-r "_-FFF 0_ was ro i N ip- µ 1+ µ µli 1+ µ K µ µ 1+ µ a on O Ab A ' l>iNbca�+ �O prn oo$; $ o� $g oo o z�N � cn N ' T n N N I I � i i I m mm mom MM m mm mm m 0 rn Z Z 4C) n ` N M r � rn i T Monk Ln P I � 7i1 lop , Cz P W + a • �� PAD I + a 3 EE tt it {t K u{tK w �( b • � �, ( ; It # -i m _ #u p PAD I PAD Z I !; K f Iliniliilnn x u K PARI �I PAD9 OF >r awma WH WNW RETAIL . UTTTTU N e \ y l7TTTTTTNTTTTTT�CJ 1 � \ RETAIL S 1 �- ----------- >>>--Ck-f-E- �*-D \ y DbD bbt7 3 D I pig 8 r- —Ocr-w4WM r=rrr ==r= ===r _ rr=r—q D — DwN ! - Z f j( Z I D D I: n Z N M µ µ µ1+ µ µ I+ 14 µµ µ µR µ µl+ I+ I+ K I+ µ 1+ H µ µ µ 14 µ µ µ {F N µ C 1+ µ N -N 4 4+ *4-NUl4w -N �� N ali5 N U\UI wU) �� -�� Su CP 1+ 1+1+ 141+ 1+ 1+ K µ C 0' WN O toN 0► � rnW �^ w -ice -- >7 a b a $R � bp- Qp o g � �^ D NOOOOOOV00500� 0 0688g0�� gpp� T � I 1 Text Chang es to the ETR of 4ne -Reed. .,.a Tl., it, A jte ati mIxe-uld Fesolt in tile genefatioh e€ feFlxel• ;=ehieles drips to and €fem-prejeet site, eempafed to the-p-epesed—pr- }eet--the appr-exit:nately 950,800sqiaane fret of 1� Y in 2,765 weekday PN4-peak he1-14• ;=ehiele gips-(0he so-w. ef beth inbeHBE trips trips), -P14ase II e€ the Density Alter-natiN,e would Fesult in 2,24 weekday PN4 peak vea-hicde t+ips, -Hid 9,259 gatufday FAidday pea4�, heeu• vehirle-&ips. C=emipar•ed to the-pr•e-pesedpr•ejeet, the Redueed Pensity Zereem�,�=-PN4 peak o� yay peak-nvccr'Pcnicrecazps Based en 44p genefatien, the tlra€€ie imparts e€ �44er•natik=e 3, in tczxrrs v€ • Page 15-16,Public Services is revised to read as,follows: Public Services-(L) The impacts of this alternative on police and fire protection services would be essentially the same as those identified for the proposed project. However, a proportionally smaller increase in calls for service generated from the Phase Il site would be expected due to the reduction in total square footage of new development. Developing the Phase II area first would delay the effect of Impact 13-3 regarding abandonment of Twin View Boulevard and access to properties north of the site. Mitigation Measure 13-3 would be revised to reflect thevhasing changes proposed with Alternative 3 should it be selected. • Page 15-23 of the Draft MEIR, first paragraph, last sentence (under "Utilities Systems and Services" heading), is hereby revised to read as follows: This alternative would have a somewhat smaller impact on wastewater ' collection and treatment, storm drainage, and solid waste collection and disposal, although these impacts (except for S/U Impact 14-4) would be less-than-significant under both the proposed project and this alternative. • Page 15-26, the last sentence of Hydrology and Water Quality is revised to read as follows: Implementation of this alternative would probably delay the need for construction of Churn Creek Road and its consequent encroachment into Redding Oasis Center Final Master EIR 6-59 Text Changes to the EIR r7 the floodplain of Salt Creek, which also would probably delay any flood hazards associated with development within the 100-year floodplain. • Page 16-3 of the Draft MEIR, after the first bullet point and before the first full paragraph, is hereby revised to add the following new text: • The proiect would be consistent with the Redding General Plan, which forecasted that growth in population and employment under the General Plan would result in significant and unavoidable air quality impacts. The proposed project would therefore have a significant cumulative air quality impact on regional air quality. (See the Cumulative Impacts discussion at the end of Chapter 6). The following impacts in the Hydrologypter Chapter 10) and Utility ' Systems and Services (Chapter 14) would be significant and unavoidable impacts of the project. The increase in impervious surfaces on the site due to the proposed project could increase runoff and offsite flooding potential and affect the City's storm drainage system see Impact • The proposed project could result in increased stormwater runoff see Impact 14-4). • Page 16-3 of the Draft MEIR, first full paragraph, is hereby revised to read as follows: J r- Although t4e Air- Quality chapter- also diseosses a signif4eant eiai:Aalat air- Etualit�, if:npaet en regional &4 Etuality (see the Cumolati*e !IiAtqaets I t 1 /' L i y c r` i the ci yf s Gei eeral Plan lan EIR, ANY 11 et L l for-eeasteEl that papaia en and efnpleyiitent l#3lf ei 'heGenei:al T'lan iveuld result in a.�d 11iiaee}da13le air �> aIilIlnpaeis Tl, ( >rnn guijelines State 04at, ,t, lead ageney Elete-i-:V-sines fl;M l ti,xp „u,,,.� ha f a project (...,,.1-. ., ii EIR F.,,._a g ..1 .pian) al..,-„444,,,.4: of a,.eated 1, a' a 1 '1 4 Tl, a a .,l,a be stent pr of with the Redding gener-al -421-an. here€eye, the Qty of Redding 14as 8 California Governor's Office of Planning and Research, Guidelines for the thnplementation of the California Environmeltal Quality Act,Section 15152,December 1998. 6-60 Redding Oasis Center Final Master EIR I � e r• Text Changes to the EIR Chapter-in He4isidei-ed sig A Statement of Overriding Considerations would only be required for the G r-st Ave air quality t impacts identified above, and the Hydrology Impact 10-2, and Utility Systems and Services Impact 14-4. • Page 16-5, end of chapter, is hereby revised to add the following new text: 16.6 ECONOMIC AND SOCIAL EFFECTS INTRODUCTION The environmental effects analvzed under CEQA, such as those analyzed in this EIR, must be related to a physical change in the environment (CEQA Guidelines, Section 15358(b)). Economic and social effects are not considered environmental effects under CEQA (CEQA Guidelines Section 15131(a)), and.need to be considered in EIRs only if they would lead to an environmental effect. However, agencies may choose to evaluate and include an analysis of economic or social effects of the proposed project in a CEQA document. Furthermore, an economic or social change causally related to a physical change may be considered when the significance of th�hysical change is determined (CEQA Guidelines, Sections 15064(f) ' and 15382), and economic or social changes that lead, in turn to physical environmental changes. may be considered in EIRs (CEQA Guidelines Section 15131(a)). Although economic effects are not considered environmental effects 1 under CEQA, this section presents an analysis of economic effects of the proposed project for informational purl2oses, along with an analysis of indirect environmental effects resulting from the project's economic effects. DEMAND FOR THE PROPOSED PROJECT'S RETAIL COMMERCIAL SPACE The proposed Redding Oasis Center project located adjacent to 1-5 in northern Redding, would provide approximately 320,000 square feet of regional commercial space in Phase I and approximately 850,000 square feet in Phase Il, for a total of 1.17 million square feet. The economic rationale for the proposed development is to provide the additional commercial space that will be required as the population of Redding and . the surrounding area increases in the future: Based on an analysis of the future demand for commercial space conducted by Economic and Planning_Systems (EPS) an economic Redding Oasis Center Final Master EIR 6-6.1 I Text Changes to the EIR consultant,9 Redding is a regional retail node in a market area spanning seven counties (Shasta, Siskiyou, Trinity, Tehama, Plumas, Lassen, and Modoc). Within this seven-county area, 62 percent of Redding s retail customers come from a 288-square-mile area defined as the primary -? trade area, and 80 percent of all customers come from a 3,000- square- mile area defined as the secondary trade area. Based on population Projections by the California Employment Development Department, an additional 1.4 million square feet of organized shopping center space (beyond existingspace) will be needed to serve the primary trade area by the year 2020. As the City of Redding is the largest concentration of population in the County, most of this additional retail space would a_propriately be located in the City. Demand for an additional 900,000 square feet is projected to come from the secondary trade area. Thus, the Redding market is projected to support a total of 2.3 million square feet of r---ti retail space by the year 2020. The current vacancy rate of commercial retail property is estimated to be between 7 and 10 percent, significantly lower than the estimated rate of r several years ago. This indicates that most of the future demand for retail space will be fulfilled by new construction rather than use of existing vacant space. Furthermore, most of the vacancy is in smaller retail space (less than 5,000 square feet). At the time the EPS report was prepared, therewas no vacant retail space in the larger 15,000-to-20,000-square- foot range. As a comparison with the EPS report's projected demand of 2.3 million square feet, the City's General Plan indicates that 465 acres of commercial space will be needed by 2020. Usingassumptions about the proportion of this land that is retail in nature, plus standard commercial densities, the EPS study calculated that 465 acres of commercial space is equivalent to about 2.9 million square feet of retail space. As with all projections, the actual future supportable retail space could rl differ from the 2.3 million square feet discussed above, dependiniz on factors such as actual population growth rates, economicrg owth patterns, and whether or when the commercial real estate market attains equilibrium. However, the analysis summarized above, along_with the i applicant's statement that prospective tenants have expressed interest in over 350,000 square feet of retail mace in Phase I of the proposed project, Provide evidence of future demand for the retail space in the proposed project. 9 Economic and Planning Systems, Inc. (EPS), Wllite Paper, Redding Oasis Center Project, Prepared for: Levenson Development,October 6,2003. 6_62 Redding Oasis Center Final Master EIR I Text Changes to the EIR PROTECT EFFECTS ON EXISTING BUSINESSES IN REDDING As discussed above, long-term year 2020) demand for additional retail space in Redding is anticipated to be sufficient to absorb the space that would be provided by the proposed Oasis Center project. This means that the retail businesses that would locate in the proposed project, if approved, would serve new demand, rather. than competing for the existing customers served by existing businesses in Redding. Thus, in the Ion g term, no substantial or large-scale displacement of existin businesses is anticipated as a result of the proposed project. However, the timing,of the additional supply of retail space (which tends to increase in a step-wise fashion as the phases of the proposed project, or others, are built and become available for occupancy)may not always synchronize with the additional demand (which tends to increase incrementally at a more measured rate, as population increases). Thus even if the proposed project ultimately would contribute to an equilibrium of demand and supply of Redding retail s2ace in the year 2020, there could be periods of relative abundance or scarcity of retail 1 space. If there are periods when the proposed project contributes to a relative abundance of retail space and relatively high vacancy rates competition in the commercial real estate market would be expected to create more favorable lease terms for new entrants to the retail market in Redding. As a result, even if the proposed project would lead to a long- term equilibrium of supply and demand for retail space in Redding, new retail businesses attracted in part by availability of space at the proposed project could increase competitive pressures on existing businesses. This along with other economic factors, could contribute to failures of some existing businesses. However, a dynamic free-market economy is characterized by a continuous turnover of businesses entering and exiting the market resulting from a combination of economic "factors including changing consumer tastes, changing relative price levels of competing products and services, newly-introduced products and services, innovation in retailing techniques, macroeconomic policy and financial conditions demographic changes, etc. Business failures resulting from these factors, which would occur with or without the proposed project, are difficult to distinguish from those that may result, partially or completely, from competition by new retail businesses located at the proposed proms Although difficult to differentiate from other economic factors competition from retail businesses at the proposed project nevertheless could contribute partially or completely to the failure of existinZ businesses in Redding, affecting business owners, employees and customers. While most or all of the customers of the closed businesses would or could be served by the new retail businesses at the proposed Redding Oasis Center Final Master EIR 6-63 Text Changes to the EIR project, and some former employees of the closed businesses may find employment at the new businesses, at least some of the employees of the closed businesses would be expected to suffer loss of income until they have found new jobs, and owners of the closed businesses would likely suffer loss of income. As discussed above, this is an economic and social effect that is not considered an environmental effect for the purpose of �. CEQA. However, these economic effects could lead to physical `J environmental effects,as discussed below. INDIRECT ENVIRONMENTAL EFFECTS OF ECONOMIC EFFECTS OF THE PROPOSED PROTECT To the extent that local businesses close due to competition from new businesses located in the proposed Oasis Center project, the following physical environmental effects could occur. `1 Customers of the closed businesses would be expected instead to n patronize businesses at the proposed project. This would reduce the traffic, noise, and air quality effects in the vicinity of the closed business(es), a beneficial environmental effect, and result in a corresponding increase in traffic, noise, and air emissions at the proposed Oasis Center, impacts which are analyzed in chapters 5, Traffic; 6, Air Quality; and 7, Noise, of the DMEIR. Closure of affected businesses could result in a reduced demand for ~ utilities by those businesses, such as water service, wastewater collection and treatment, solid waste collection, and disposal. This would be .a beneficial environmental effect. The effect of the proposed project's increased demand for these utilities is analyzed in Chapter 14, Utilities Services and Systems. `J Commercial buildings formerly occupied by closed business(es) would probably remain vacant for a period of time until occupied by a new tenant. This change in the visual quality of the vicinity of the vacant buildings would be considered less than significant because the overall visual character of the affected buildings and neighborhood would not change,and the vacancy would be temporary in nature. It is possible that a substantial number of businesses concentrated in one area could close, contributing to potential visual and economic blight in the affected neighborhood but this is more likely to occur due to the characteristics of the affected area. It is unlikely that a set of adjacent existing business would close solely due to competition from a corresponding_ set of businesses occupying he proposed Oasis Center project. During the period that they are unoccupied, vacant commercial buildings could be subject to increased crime or vandalism, and may represent an ! increased risk of fire. However, it is unlikely that isolated vacant 6-64 Redding Oasis Center Final Master EIR — I � Text Changes to the EIR buildings would 12resent an increase in demand for 12olice or fire protection of a magnitude such that new police or fire personnel or ' facilities would be required, resulting in a significant environmental impact. If a substantial number of businesses concentrated in one area close and the buildings remain vacant, the potential for increased demand for police and fire protection services would be higher than for isolated vacant commercial buildings, but, as discussed above, it is unlikely that a set of adjacent business would close solely due to competition from a corresponding set of businesses occupying the proposed Oasis Center project. • Page 18-6,Mitigation Measure 4-3(d) is revised as follows: d) The project sponsor shall construct engineered fill within the flood fringe to take all proposed development out of the 100-year flood zone_ application and approval from the City for floodplain encroachment would be required), and shall s+ibsequentl�, pr-epar-ee 1,x'1 sub i:nit ., Tette.. of Map Re.xis to L'1....,J..1, iii /T Aran L'\ a r approval 49m F-ENIA fer-the ; AND ,. • Page 18-7, Mitigation Measure 4-6 is revised as follows: Mitigation Measure 4-6 21 Prior to issuance of occupancy permits for the Phase I project, Churn Creek Road shall be constructed from Oasis Road northward to a new connection with Twin View Boulevard, to the north of the Phase I sitel OR 1 ]21 The 2roposed main driveway across the Phase I site shall be constructed and dedicated as a public street and shall be designed in accordance with the City's standards for arterial roadways including the provision of improvements identified in Section 16.13.040 of the Municipal Code. • Page 18-8. Mitigation Measure 4-8 is revised as follows: Mitigation Measure 4-8 Prior to issuance of an occupancy permit for the Phase IA Berme project, one of the following measures shall be implemented: a) Churn Creek Road shall be constructed from Oasis Road northward to connect with Twin View Boulevard to the north of the Phase I site; OR Redding Oasis Center Final Master EIR 6-65 Text Changes to the EIR r, b) Mitigation Measure 4-7(a) shall be implemented. • Pages 18-8 through 18-10, Mitigation Measure 5-1 is revised as follows: I r7 Mitigation Measure 5-1 Prior to the issuance of occupancy permits for the Phase IA project, the J following traffic improvements shall be constructed: a) The following intersections shall be signalized: Oasis Road at Cascade Boulevard; Oasis Road & 1-5 Southbound Ramps; Oasis Road & 1-5 Northbound Ramps; aFA Oasis Road & Western Driveway; Oasis Road & Eastern Driveway; and Oasis Road & LJ Churn Creek Road. Peak-hour volume signal warrants would be met for the intersections of Oasis Road at I-5 Southbound Ramps, at 1-5 Northbound Ramps, and at Western Driveway. Signalization of the intersection of Oasis Road & Cascade Boulevard and Oasis Road & Eastern Driveway would be recommended based on excessive vehicle queues. Coordination of these signals would be required due to their close proximity to one another. b) At the Oasis Road & 1-5 Southbound Ramps intersection, the eastbound approach shall be widened to provide an exclusive through lane and #eve—an exclusive right-turn lanes. The southbound on-ramp should be widened to provide 300-feet of side-by-side lanes followed by 40:1 taper. The westbound approach shall bewidened re-striped to provide one through lane seut4beund en r-afnp shall be widened t8 pr-evide appr-emiFAMely 71 LJ Red—ate 4he ,a, „1 1„L} t C) At the Oasis Road & 1-5 Northbound Ramps intersection, the northbound approach shall be widened and re-striped to provide a shared through/left lane and ae two exclusive right-turn lanes. , The westbound approach shall be widened to provide an exclusive through lane and an exclusive right-turn lane. All proposed ramp/roadway widening may include relocation of utilities and drainage and would be subject to Caltrans and/or City's approval during_project design review. - d) Twin View Boulevard south of Oasis Road shall be shifted to align jwith the intersection of Oasis Road & Western Driveway, effectively eliminating the existing intersection of. Oasis Road & Twin View Boulevard. The westbound approach of the intersection shall be widened to provide one left-turn lane, one j 6-66 Redding Oasis Center Final Master EIR Text C12anges to the EIR ' through lane and one shared through/right lane. The eastbound approach shall provide two exclusive left-turn lanes, one through and shared through-right lane and may require additional right- of-way acquisition from the southerly property owners. The northbound approach shall provide one shared left-through lane and one exclusive right-turn lane. The project sponsor shall dedicate to the City of Redding the road right-of-way under the project sponsor's ownership for both the interim. Phase I alignment as well as the ultimate alignment (to be constructed as part of Phase II) of Twin View Boulevard across the Phase II site. ' e A one-lane loop-ramp from Westbound Oasis Road Over ass to Southbound I-5 Freeway shall be constructed and may require relocation of the southbound off-ramp to the west in order to meet Caltrans design requirements. This may require additional right- of-way acquisition from the property owners to the west. All proposed ramp/roadway improvements may include relocation of utilities and drainage and would be subject to Caltrans and/or City's approval during Project design review. ' f) At the intersection of Oasis Road and Cascade Boulevard the southbound approach shall be widened to provide one exclusive left-turn lane and one shared through-right lane. This may require additional right-of-way acquisition from the adjacent property owner(s). g) Right-of-wav acquisition necessary to accomplish Mitigation Measures 5-1 c, d, e, and f would be required prior to issuance of a building permit for Phase 1. The project sponsor shall negotiate ' with the affected property owners for purchase of the necessary right-of-way. The project sponsor may enter into agreements with the City of Redding, the Redding Redevelopment Agency and/or Caltrans to participate partially or fully in the implementation of this mitigation measure. • Pages 18-10 and 18-11, Mitigation Measure 5-5 is revised as follows: Mitigation Measure 5-5 Qpexat enal timi+4g E)f this signal shall be eee444ieated with the-four- adjaFeet-signals eo Oasis Read-(i.e., Oasis at 'f'Yvin View hem , ' due to their- elesepr-e3Elfi#-y-te ene anetherProaect floor area and/or proposed uses shall be reduced to a level such that trip generation would not exceed the following thresholds based on current Institute of Transportation Engineers I.T.E.) trip generation standards: Redding Oasis Center Final Master EIR 6-67 Text Changes to the EIR i. Weekday PM peak hour trips: 740 Inbound and 800 Outbound (total 1,540) trips, and ii. Saturday midday peak hour trips: 742 Inbound and 764 Outbound (total 1,506) trips Pages 18-11 through 18-13, Mitigation Measure 5-7, are hereby revised to read ,J as follows: Mitigation Measure 5-7 Prior to the issuance of occupancy permits for any portion of the project which would exceed the trip generation thresholds identified in Mitigation Measure 5-5 , the following traffic improvements shall be constructed: a) At the Oasis Road & I-5 Southbound Ramps intersection, the southbound approach shall be widened to provide two left-turn lanes, one through lane, and one right-turn lane. The eastbound approach shall be widened to provide three through lanes and #gone free-flow right-turn lanes. The westbound approach shall be widened to provide a loop on-ramp to southbound 1-5 and two three through lanes. The widening of the Oasis Road & I-5 Southbound Ramps intersection would also require widening at the Oasis Road & Cascade Boulevard intersection due to its close J proximity. At the Oasis Road & Cascade Boulevard intersection, the northbound approach shall be widened to provide one exclusive left-turn lane and one shared through-right lane. The eastbound approach shall be widened to provide one shared r through-left lane and one shared through-right lane. The westbound approach shall be widened to provide one shared through- left lane, one exclusive through lane, and one right-turn lane. The southbound approach shall be widened to provide one exclusive left-turn lane and one shared through-right lane. This J may require additional right-of-way acquisition from the adjacent property owner(s). . u b) At the Oasis Road & I-5 Northbound Ramps intersection, the northbound approach shall be widened to provide one etet left turn lane, shared through-left lane, and two right-turn lanes. The eastbound approach shall be widened to provide one left-turn lane and three through lanes. The westbound approach shall be widened to provide three through lanes and one shared through/right-turn lane. c) At the Oasis Road & Western Driveway/Twin View Boulevard intersection, the northbound approach shall be widened to 6-68 Redding Oasis Center Final Master EIR i L I - I Text Clianges to the EIR right-turn lane.provide two left-turn lanes, one through lane, and one ri P g g lane. The southbound approach shall be widened to provide one ' left-turn lane, one through lane, and one right-turn lane. The eastbound approach shall be widened to provide two left-turn lanes, three through lanes, and one right-turn lane. The westbound approach shall be widened to provide one left-turn lane, three tive exel .s through lanes, and a shared through/right lane. d) At the Oasis Road & Eastern Driveway intersection, the northbound approach shall be widened to provide two left-turn ' lanes and one shared through-right lane. The southbound approach shall be widened to provide one left-turn lane, one shared right/through lane, and one right-turn lane. The ' eastbound approach shall be widened to provide eee tw7o left-turn lanes two through lanes, and two eee right-turn lanes. The westbound approach shall be widened to provide one left-turn ' lane, ene exelusive two through lanes and one shared through/right lane. e) At the newOasis Road & Churn Creek Road intersection, the northbound approach shall be constructed to provide two left- turn lanes, one through lane, and one right-turn lane. The ' southbound approach shall be constructed to provide one left- turn lane, one through lane, and one right-turn lane. The eastbound approach shall be constructed to provide one left-turn lane, one through lane, and one right-turn lane. The westbound approach shall be constructed to provide one left-turn lane, one through lane, and one shared through/right-turn lane. 1 f) In order for the development which triggers Mitigation Measure 5-7 to be permitted or constructed, a seven (7)-lane or larger) over ' crossing must be constructed to provide the lane configuration described above which includes one left-turn lane, and three through lanes on the Eastbound approach to Oasis Road and the Northbound ramps and a loop on-ramp and three through lanes on the Westbound approach to Oasis Road and the Southbound ramps. Additional auxiliary lane and/or acceleration and ' deceleration lanes between the on-and off-ramps may be required. Signalization of the reconstructed intersections are to continue to be provided. ' City of Redding and Caltrans approval of the layout and design of the intersection improvements identified in this mitigation measure shall be ' required prior to approval of the.Use Permit for the project. Redding Oasis Center Final Master EIR 6-69 Text Changes to the EIR • Pages 18-13 through 18-14, Mitigation Measure 5-8, are hereby revised to read as follows: Mitigation Measure 5-8 a) Prior to implementation of Mitigation Measure 5-7P4iase-4 roadway/ intersection improvements at the intersection of Oasis ' Road and, realigned Twin View Boulevard, the project sponsor shall negotiate a relocation agreement with any, #fie affected property owner. The property owner shall receive fair-market value for the property or be relocated to a comparable property and residence. The project sponsor may enter into agreements with the City of Redding, the Redding Redevelopment Agency, and/or Caltrans to participate partially or fully in the implementation of this mitigation measure. b) Prior to implementation of Mitigation Measure 5-7P4iase--U ... roadway/intersection improvements at the intersection of Oasis Road and Cascade Boulevard (Old Oasis Road),-the project sponsor shall negotiate a relocation agreement with the affected property owner to relocate the affected gasoline pumps or otherwise compensate the owner. The project sponsor may enter into agreements with the City of Redding, the Redding .,. Redevelopment Agency, and/or Caltrans to participate partially ' or fully in the implementation of this mitigation measure. C) Right-of-way acquisition for the realigned Twin View Boulevard south of Oasis would be required prior to issuance of a building permit for development which triggers Mitigation Measure 5-7 improvements Pkase-N. The project sponsor shall negotiate with the affected property owners for purchase of the necessary right- of-way. The project sponsor may enter into agreements with the .- City of Redding, the Redding Redevelopment Agency, and/or Caltrans to participate partially or fully in the implementation of this mitigation measure. d) Roadway improvements for realignment of Twin View Boulevard south of Oasis shall be completed prior to occupancy of development which triggers Mitigation Measure 5-7 improvements Phase 4. • Page 18-14, Mitigation Measure 5-9, is hereby deleted: .r, Prior--te issuanee of veccepaney per-micser_' the Phase11project he I a ter-seetien of Constitution Way & Ti lin View 13auleyafd Shall be I 6-70 Redding Oasis Center Final Master EIR i Text Changes to'tlie EIR 1 c1n(The „ 44 VA AP e+4 py-e—pel; shall be ivideiwd to pr-a*ide ene left --w. -]--.e, e , approaches shall ige widened to each i9r-evide one shar-ed thi:eugh/lef lane and ene right tUfn lane-the 4-estflting-LOS OUld 19e bDS (' }o beth • Page 18-14, column 2 "Applicable Project Phase" for Mitigation Measure 5-9, is hereby deleted: • Page 18-14, column 3 "Timing/Implementation" for Mitigation Measure 5-9, is hereby deleted: • Page 18-14, column 4."Enforcement/Monitoring" for Mitigation Measure 5-9, is hereby deleted: • Pages 18-15 and 18-16, Mitigation Measure 5-20, are hereby revised to read as follows: Mitigation Measure 5-20 The following mitigation measures shall be implemented wl;en tva fr;,. i . Coordination of these signals would continue to be required. ' a) At the Oasis Road & Cascade Boulevard intersection, the northbound approach shall be widened to provide one left-turn lane, one sha,-ed through44g4t lane, and one exclusive right-turn ' lane. The southbound approach shall be widened to provide two left-turn. lanes, one shay-ed-through4+tgl-t lane, and one exclusive right-turn lane. The eastbound approach shall be widened to provide one left-turn lane, two esteextet through lanes, and one shared through/right lane. The westbound approach shall be widened to provide one left-turn lane, three through lanes, and one right-turn lane. ' Redding Oasis Center Final Master EIR 6-71 t-. Text Changes to the EIR b) e�-At the Oasis Road & I-5 Northbound Ramps intersection, the northbound approach shall be widened to provide two eee P," left-turn lanes, one shared through/Light_Ie€t lane, one i lane, and two right-turn lanes. The westbound approach shall be widened to provide four through lanes and one right-turn lane. c4) At the Oasis Road & Western Driveway/Twin View Boulevard intersection, the westbound approach shall be widened to provide two left-turn lanes, four through lanes, and one right-turn lane. The eastbound should be widened to provide two left-turn lanes, four through lanes, and one right-turn lane. The northbound al2proach should be widened to provide two left-turn lanes, one through lane, and two right-turn lanes. de) At the Oasis Road & Eastern Driveway intersection, the northbound approach shall be re-striped to provide one exclusive left-turn lane, one shared through/left lane, and one right-turn lane. The southbound approach shall be re-striped to provide one exclusive left-turn lane, one shared through/left lane, and one right-turn lane. The eastbound approach shall be widened to provide two left-turn lanes, three through lanes, and one right- turn lane. The westbound approach shall be widened to provide �! two left-turn lanes, two exclusive through lanes, and one shared through/right lane. ef) At the Oasis Road & Churn Creek Road intersection, the eastbound approach shall be widened to provide two left-turn lanes, two through lanes, and one right-turn lane. The westbound approach shall be widened to provide two left-turn lanes, two through lanes, and one right-turn lane. The northbound approach shall be widened to provide two left-turn lanes, two through lanes, and one right-turn lane. The southbound approach will be widened to provide one left-turn lane, one through lane, one shared through/right lane, and one right-turn lane. • Page 18-16, Mitigation Measure 5-21, is hereby revised to read as follows: I I 1 Mitigation Measure 5-21 The intersection of Oasis Road & Gold Hills Drive shall be signalized as in Mitigation Measure 5-12. The westbound approach 6-72 Redding Oasis Center Final Master EIR r-- Texthes to the IR C e E shall be widened to provide one left-turn lane and two through lanes. The eastbound approach shall be widened to provide one tlu•ou h lane, and one through/right shared lane. The project shall contribute its fair share of this mitigation. Prior to approval of a use permit, the applicant shall submit for approval calculations for its fair share amount based on what percentage the project traffic is of the existing and projected background traffic. • Pages 18-16 and 18-17, Mitigation Measure 5-22, are hereby revised to read as follows: Mitigation Measure 5-22 The intersection of Oasis Road & Akrich Street shall be signalized as in Mitigation Measure 5-13 and reconfigured. The northbound approach shall be re-striped to provide one exclusive left-turn lane and shared left/through/right lane. The eastbound approach shall be widened to provide one shared through/left lane, one exclusive through lane, and one right-turn lane. The westbound approach shall be widened to ' provide one.shared through/left lane and one shared through/right lane. The project shall contribute its fair share of this mitigation. Prior to approval of a use permit, the applicant shall submit for approval calculations for its fair share amount based on what percentage the project traffic is of the existing and projected background traffic. ' Page 18-17, Mitigation Measure 5-23, is hereby revised to read as follows: Mitigation Measure 5-23 The intersection of Pine Grove Avenue & I-5 Southbound Ramps shall be signalized. This mitigation measure is the same as Mitigation Measure 5-14 under the Cumulative No Project conditions. The project shall contribute its fair share of this mitigation. Prior to approval of a use permit, the applicant shall submit for approval calculations for its fair share amount based on what percentage the project traffic is of the existingand nd projected background traffic. • On page 18-17, Mitigation Measure 5-24 is hereby revised as follows: Mitigation Measure 5-24 The intersection of Pine Grove Avenue & 1-5 Northbound Ramps shall be signalized. The northbound approach shall be re-striped to provide one left-turn lane and one shared through/right lane. The project shall contribute its fair share of this mitigation. Prior to approval of a use ' permit, the applicant shall submit for approval calculations for its fair Redding Oasis Center Final Master EIR 6-73 Teat Clianges to the EIR share amount based on what percentage the project traffic is of the existing and projected background traffic. • Page 18-17, column 1 "Mitigation Measure", is hereby revised to add the �. following new text after Mitigation Measure 5-24: I u Mitigation Measure 5-24B r7 The intersection shall be signalized and reconfigured. The northbound approach shall be widened to provide one left-turn lane and one shared throu h/right lane. The southbound approach shall be widened to provide one left-turn lane and one shared through/right lane. The eastbound approach shall be widened to provide one.shared left/through lane and one right-turn lane. Prior to approval of a use permit, the applicant shall submit for approval calculations for its fair share amount based on what percenta eg the project traffic is of the existing and projected background traffic. • Page 18-17, column 2 "Applicable Project Phase" for Mitigation Measure 5-2413, is hereby revised to read as follows: II � • Page 18-17, column 3 "Timing/Implementation" for Mitigation Measure 5-2413, is hereby revised to read as follows: Prior to issuance of a certificate of occupancy- • Page 18-17, column 4 "Enforcement/Monitoring" for Mitigation Measure 5-2413, is hereby revised to read as follows: Development Services Department i • Page 18-17, Mitigation Measure 5-25, is hereby revised to read as follows: Mitigation Measure 5-25 The intersection of Constitution Way & I-5 Northbound Ramps shall be signalized as in Mitigation Measure 5-16 and widened. The northbound approach shall.be widened to provide one shared left/through lane and two right-turn lanes. The eastbound approach shall be widened to r, provide one left-turn lane and one through lane. The project shall contribute its fair share of this mitigation. Prior to approval of a use permit, the applicant shall submit for approval calculations for its fair J 6-74 Redding Oasis Center Final Master EIR j Text Changes to the EIR share amount based on what percenta eg the project traffic is of the existing_ and projected background traffic. With implementation of Mitigation Measure 5-25, the resulting LOS would be LOS B in the PM peak hour and LOS C in the Saturday midday peak hour. • Page 18-18, Mitigation Measure 5-26, is hereby revised to read as follows: Mitigation Measure 5-26 The intersection of Constitution Way & Twin View Boulevard shall be widened. The southbound approach shall be widened to provide one left-turn lane, one through lane, and two right-turn lanes. The eastbound. approach shall be widened to provide two left-turn lanes and one shared through-right lane. The westbound approach shall .be re-striped to provide one left-turn lane and one shared through/right lane. The project shall contribute its fair share of this mitigation. Prior to approval of a use permit, the applicant shall submit for approval calculations for its fair share amount based on what percentage the project traffic is of the existing and projected background traffic. • Page 18-18, Mitigation Measure 5-27, is hereby deleted: 114itg�t}e;,;iea>i4r-P Fo �;zr shall be signahzeo and widened. The ner-04beuRd appfeaeh shall he .. appr-eaeh shall be widened te pr-evide one left ttii:n lane and ene shar-ed the e�tghf igh lane The-pr-eteet s14�11-ee te-itezair- sn�e • Page 18-18, column 2 "Applicable Project Phase" for Mitigation Measure 5-27, is hereby deleted: 4 • Page 18-18, column 3 "Timing/Implementation" for Mitigation Measure 5-27, is hereby deleted: Redding Oasis Center Final Master EIR 6-75 Teat Changes to the EIR • Page 18-18, column 4 "Enforcement/Monitoring" for Mitigation Measure 5-27, is �-- hereby deleted: • Page 18-18, Mitigation Measure 5-28, is hereby deleted: ,. -►fiti�--atien A4eas S lane,T-ke inter-seet4en of 14awley Read Highway 29-9 F—Aasthbeeund- Ramps S,4all r-. . of this mitigation. - . r • Page 18-18, column 2 "Applicable Project Phase" for.Mitigation Measure 5-28, is ' hereby deleted: • Page 18-18, column 3 "Timing/Implementation" for Mitigation Measure 5-28, is �r hereby deleted: • Page 18 48, column 4 "Enforceiilent/Monitoring" for Mitigation Measure 5-28, is hereby deleted: • Page 18-19, column 1 "Mitigation Measure", is hereby revised to add the following new text before Mitigation Measure 5-30: Mitigation Measure 5-29B 4a The intersection of Churn Creek Road & Southern Driveway shall be signalized. The project'shall cortribu'te its fair share of this mitigation. • Page 18-19, column 2 "Applicable Project Phase" for Mitigation Measure 5-29B, is hereby revised to read as follows: 6-76 Redding Oasis Center Final Master EIR i Teat Changes to the EIR II • Page 18-19, column 3-Timing/Implementation" for Mitigation Measure 5-2913, is hereby revised to read as follows: Prior to issuance of a certificate of occupancy, • Page 18-19, column 4 "Enforcement/Monitoring" for Mitigation Measure 5-2913, is hereby revised to read as follows: Development Services Department • Page 18-19,Mitigation Measure 5-30, is hereby revised to read as follows: Mitigation Measure 5-30 The weaving section of northbound I-5 between Highway 273 and Oasis Road shall be widened by one lane and a two-lane off-ramp to Oasis Road shall be constructed. The timing of the implementation of this mitigation measure shall be determined by Caltrans. The Project shall contribute its fair share of this mitigation. Prior to approval of a use . permit, the applicant shall submit for approval calculations for its fair share amount based on what percentage the project traffic is of the existing and projected background traffic. • Page 18-19, Mitigation Measure 5-31, is hereby revised to read as follows: Mitigation Measure 5-31 The weaving section' of southbound I-5 between Oasis Road and Highway 273 shall be widened by one lane. The tuning of the implementation of this mitigation measure shall be determined by Caltrans. The project shall contribute its fair share of this mitigation. Prior to approval of a use permit, the applicant shall submit for approval calculations for its fair share amount based on what percentage the proiect traffic is of the existinjz and projected background traffic. • Pages 18-19 through 18-21, Mitigation Measure 5-32, are hereby revised to read ' as follows: Mitigation Measure 5-32 Mitigation measures would include the following: • Dedicate needed right-of-way for public roadways. Redding Oasis Center Final Master EIR 67 - r-. Text Changes to the EIR I OeeUpaflt > , a"d-walking. that do not eeineide with peak pefied tr-affie. • Pay applicable City of Redding development impact fees. • Use intelligent transportation control systems, where appropriate, to r, improve traffic flow and safety on the street and highway system. This should include the use of interconnected signal timing to optimize vehicle progression along Oasis Road. • Provide pedestrian-oriented features, such as benches, enhanced J landscape, and trash receptacles. • Provide sidewalks or other.pedestrian-dedicated facilities on both sides of new public streets. Exceptions may be appropriate where topography is difficult, or where the development plan illustrates that pedestrians will be accommodated by alternative means. • Providd pedestrian facilities of a sufficient width to ensure pedestrian comfort and safety and to accommodate the special needs of the physically disabled. • Prohibit on-street parking on arterial streets to reduce congestion and conflicts. Incorporate facilities suitable for bicycle use in the design of • interchanges, intersections, and other street-improvement/maintenance facilities. • Provide bicycle facilities or pay in-lieu fees based on a fair share portion. • Provide bus pull-outs along arterial streets at approximately 1/4-mile intervals or as indicated in the Shasta County Transit Development Plan. Determine the precise locations during development plan review U or at the time of major street improvement or reconstruction. • Install passenger amenities at designated bus stops when identified as a Y? mitigating measure. j Provide attractive, well-lighted, comfortable, and protected waiting r, areas for bus passengers. I 6-78 Redding Oasis Center Final Master EIR L__J Text Clzan ges to the EIR • Pages 18-31 through 18-34, Mitigation Measure 8-3 are hereby revised to read as . follows: i Mitigation Measure 8-3 Prior to issuance of a grading permit,tThe project sponsor shall obtain a Section 404 permit from the U.S. Army Corps of Engineers and a Section 1603 Streambed Alteration Agreement from the California Department of Fish and Game, and shall comply with all permit conditions and mitigation measures required by these agencies. In addition, the project sponsor shall perform the following mitigation: c Since onsite mitigation is not considered feasible off-site mitigation g � g shall include purchasing credits at an approved mitigation bank (i.e., Hawes Ratak--Stillwater Plains Mitigation Bank and/or CDFG's Cottonwood Creek Mitigation Bank or CDFG's Battle Creek Riparian ' Mitigation Site) at the following ratios. Vernal Pools. A minimum 2:1 preservation credits and 1:1 ' creation creditslo. If. protocol surveys identify that the vernal pools are not occupied by federally threatened or endangered shrimp species, this requirement would be reduced to a minimum 2:1 preservation credits and no creation credits. _ Other Wetland types. A minimum 2:1 preservation credits Other Waters of U.S.: A minimum 1:1 preservation credits These ratios.shall inelude applied towards any off-site mitigation credits required by the Corps or CDFG related to loss of these wetland features... • Page 18-35,Mitigation Measure 8-5, is hereby revised as follows: Mitigation Measure 8-5 The applicant shall consult with DFG regarding appropriate vegetation within the buffer area and provide the final plan for City approval. . , 10 Programmatic Formal Endangered Species Act Consultation on Issuance of 404 Permits for Projects with Relatively Small Effects on Listed Vernal Pool Crustaceans Within the Jurisdiction of the Sacramento Field Office,California,February 28,1996. Redding Oasis Center Final Master EIR 6-79 i Telt Changes to the EIR j Page 18-35 for revised Mitigation Measure 8-5. Appropriate Project Phase would be IA, IB, and 1I. Timing Implementation would be immediately after Churn Creek Road is built with buffer areas less than 50 feet to the bank of Salt Creek. Enforcement/Monitoring would be Development Services Department. • Page 18-35 of the Draft MEIR, Mitigation Measure 8-6, is hereby revised to read as follows: Mitigation Measure 8-6 LJ To reduce the potential adverse effects of reduced flows within this -, channel, a portion of stormwater from the project site should be collected, filtered, and discharged into this intermittent channel. The drainage south of Oasis Road should not be modified during Phase I development north of Oasis Road. When the area south of Oasis is developed, drainage of the south of Oasis area should be designed so that the intermittent stream south of the site would receive runoff from the project site during storm events. if the StUdy Li I as • Page 18-40,Mitigation Measure 10-2 is hereby revised as follows: r i Mitigation Measure 10-2 a) The project sponsor shall design and construct the proposed storm u drainage channel leading to Salt Creek, along the northern boundary of the Phase I site, to accommodate a 100—year storm. In addition, as —I required by Mitigation Measure 8-3(c), final design of the drainage channel or enclosed pipe along the north property line shall fully meet the requirements of the Streambed Alteration Agreement with the CDFG. GT _PC__--as4;die-ated 4nat te- the exte��asi Elr-aifiage eliannel should be apen be vegetated to support b) The project sponsor shall provide landscaping to enhance the visual appearance of the drainage channel from adjacent development and public areas. 6-80 Redding Oasis Center Final Master EIR i Text Clian es to the EIR r • Page 18-45, Mitigation Measure 134(b)(1), is hereby revised as follows: Mitigation Measure 13-4 r a) The City shall monitor the rate of additional police calls per year associated with the proposed project .and, if and to the extent warranted by the monitoring data, allocate funds for additional City police services from the City general fund. b) In addition, to further reduce project impacts on police services, the project sponsor shall implement the following measures: 1) For project landscaping, unless otherwise approved by the Planning Division, shrubbery shall be limited.to 4 feet in height and tree canopies shall be maintained above 6 feet in height in order to discourage potential criminals from loitering under concealment. The project applicant shall perform regular maintenance of landscaping to ensure these height requirements are sustained throughout the life of the project. • Pages 18-47 and 18-48, Mitigation Measure 14-7, are hereby revised as follows: 1 Mitigation Measure 14-7 1-2-4-A-0 te the initiation of site The existing gas lines shall be relocated to accessible alignments to be approved by PG&E. The relocation shall. be reflected on the project grading iml2rovement plans. Possible alignments for the 10-inch gas line would be east under Oasis ' Road, then north under the future Churn Creek Road alignment; east across the southern edge of the Phase 11 site, then north under the future Churn Creek Road alignment; or east across the floodplain along Churn Creek south of the Phase II site, then north under the future Churn Creek Road alignment. 1 i r . i Redding Oasis Center Final Master EIR 6-81 Text Changes to the EIR (This page intentionally left blank) i n vw I r 1 t I I 6-82 Redding Oasis Center Final Master EIR • i 7. INDEX OF COMMENTS Bold and underlined comments in this index (e.g., G50) identify Comments or Responses to Comments that contain substantial information about the listed topic. AestheticImpacts ....................................................................................................................3-14 Air Quality ................ E1, E2, F18, G16, G49, G50, 14 15 4 K3 1-1, 1-2. 1-3, 3-1, 3-7, 13-19 Alternatives (See EIR Alternatives below)................................................................................... Archaeological Resources........................................................................................................ G74 Army Corps of Engineers..................................................................................... G53, G54, G61 Bella Vista Water District......................................................................................F17, G17, G60 Biological Resources..................................................................................................G6 K7,L BonusFAR........................................:........................................................................................G38 Buckeye Redevelopment Plan EIR............................................................... F1, F-15, G57, 1-1 Bureauof Reclamation.........................................................................................................:..G60 Cascade Boulevard (businesses)............................................................................................ G72 CEQAcompliance........................................................................................................ Al, A2, F5 ChurnCreek................................................................................................................B5,15-1,K7 CLOMAR.................................................................................................................................. G35 Conditionsof Approval........................................................................................................... F17 Cultural Resources........................................................................................................C1, C2, C3 Cumulative Impacts............................................BT-5, F1 G56, G64, 11, 15, 16,J4, K1, 1=4 2-1 Corps of Engineers................................................................................................ G53, G54, G61 CostcoProject........................................:.....................................................................................F8 CulturalResources.................................................................................................................. G74 Density Bonus Requirements.,_... ..........F1 G14 Detention of Stormwater.......................................................BT-3, BT-4, G55, G56� G74, G78 Drainage Channel (northern)..................................................................B3,B7, G55, G62, G75 Economic Impacts.....................................................................G7 G72, Hl,12 J5,.I8,J10, -13 EIR Accuracy, Compliance with CEQA...................................................................3-2, 3-3, 3-4 EIR Alternatives.............................................................CT-8, G13, G65, G66, G67, G68, G69, ....................................................................................G70, G71, G72, G73, G74, I3,J9, 3-3, 3-16 EIR Reduced-Density Alternative .........3-16, Appendix 2 EIRCertification by City...........................................................................................................3-2 EIR Cumulative Impacts.....................................................................................F17, F18, F19, I3 EIR Environmentally Superior Alternative .......................................................................... F15 Redding Oasis Center Final Master EIR 7-1 hidex of Comments EIR Impacts of Mitigation................................................................ CT-5,.F14, F15, G11,J8,J9 EIR "Piecemealing"..................................................................................................................F13 r. EIR Project Level of Detail.....................................................F3 G2 G15, G21, G23, G24, G25 EIRPurpose...............................................................................................................E1, G15, G16 k, EIR Recirculation.......................................................................AS-1, CT-1, TH-1, F5, F14, F15 EIR Statement of Overriding Considerations...........................................................F18, 15, 1-3 , EIR TieringF1 F15 F18 G14 G15, 1-1 ......................................................................................... , Emergency Access D6 Fair-share Costs ...............................................................................................................F10, G12 FAR Calculations E6, F1, F18, G16, G38, G49,Kim G72, 3-12 Fire Protection ....G57, G60 Fish and Wildlife Service ....................................................................................................... G53 Fish Habitat .B1,L Flooding..............E2, E7, F19 G30, G35, G55, G74, G79, 11,J3,J6,15L-1 LK5, K6, PP-2, SW-1 Floodplain Encroachment......................................................... G30, G34, G35, G74, 11,J6, K5 to FuelStation...................................................... ............................... G19 GasService................................................................................................................................ G63 General Plan.........................................................................................................EB, G16,J10, 1-1 General Plan Amendment...............................................................................F1, F14, G37, G48 General Plan Consistency Analysis (conflicts)...........................F6, F7, F8, F9, F11, F12, F18, .............................................G16, G31, G32, G36, G44, G48, G49, G65, G67, G72,J1,J2,J3,J5 General Plan EIR..............................................................................F1, F15, G16, G49, 14, 16, K4 I General Plan Policy NR6D........................................................................................................B5 General Plan Policy HS2H..........................................................................................................J4 Grading and Grading Plans.............................................................. .................F3 G23 -y Graphics......................................................................................................................:.............G21 GroundwaterRecharge...........................................................................................................G74 Growth Inducing Impacts G10 Habitat (impacts on)...................................................................................................TS-1,K3, K7 Hazardous Waste Contamination...........................................................................CC-1,CT-12 Hydrology 100-year Storm......................................................................................B7, G55,L Hydrology Study (Appendix F)................G55, G77, G78, G79, G80;,G81, G82„1S4, SW4 Hydrology, City of Redding Policy (HS2H).....................................................................E2, E7 ..4 Infrastructure Planning(Costs)...................................F9, F10, G3, G.11, G12, G45, G57, G60, .........................................................................................................................G63, G64, Hl,J1, J8 r-* Infrastructure "fair share" cost assignment.......F10, F17, F19, G12; G45, G57, G60, G64,J8 �p Infrastructure, Environmental Impacts of..................................................................G11, G63 Intermittent Stream Diversion ................................B7, G53, G54, G55, G62 LandscapePlan................................................................................................F3 G25, G27, G51 7-2 Redding Oasis Center Final Master EIR Index of Connients Lighting and Lighting Plan.....................................................................................F3G24, G27 Master EIR................................................................................................ F2, F3 F4, 175, G2, G15 MitigationBank.................................................................................................................B2, G53 Mitigation Monitoring Program (monitoring and enforcement) ....................................J7,J8 Native American Cultural Resources........................................................................C1, C2, C3 National Marine Fisheries Service (NMFS) ........................................................................ L NaturalGas Service..................................................................................................................G63 NEPA............................................................................................................................................D5 Noise...................................................................................................................I1, K3, 3-15, 13-19 NOP.................................................................................................................................B7, E9, G1 Oak Trees(impacts and mitigation).............................................................................G51, G52 Oasis Court Residents (impacts on)......................................................................................3-19 Oasis Road Specific Plan (Plan Area and ORSP EIR).....................D31, F6, F7 F9 F11, F12, ..............................................................................................................F13, F17,G4 G28, 3-_5 3-6 Off-site Mitigation .....................................................................................................................B2 Organizationof EIR .....................................................................................................ED-1, H-1 Phasing of Project...............................................................G3 G13, G15, G21, G59, G61, 3-17 Project vs. Program-Level EIR........................................................................................G2, G15 Project Description .............................................G3, G18, G19, G21, G22, G36, G49, G67, 2-1 PublicOpen Space................................................................................._..................Q G20, G27 Rechargeof Groundwater...................................................................................................... G74 Retention of Stormwater................. BT-3, BT-4 RiparianHabitat.........................................................................................................................B4 SacramentoRiver .......................................................................................................................B5 SaltCreek................................................................................................................................B4,J3 Salt Creek Stormwater Flows......................................................................................E2, E7, F19 Salt Creek Set-back Requirements .....................................................................................BS, B6 Section404 Permit.................................................................................................................... G53 SewerLine Capacity..................................................................................................... G58, I1, I2 SignPermit................................................................................................................................G27 Significant Unavoidable Impacts -.....................................................................................E2, E7 SocialImpacts........................................................................................................................G7,I1 Streambed Alteration Agreement (Fish and Game Code 1602).....................................B3, B6 Stormwater Flows............................BT-3, BT-5, E2, E7, F19, G55, G56, G62, G75,J6, K5, K6 Tiering (the EIR)................................................................................Fl F15, F18, G14, G15, 1-1 Timing of Project..........:............................................................F3 F4,G3 G15, G59, G61, G67 Redding Oasis Center Final Master EIR 7-3 Index of Comments Traffic................................................................................................................................................ Additional Traffic Studies.........................................D1, D4, ED-1, G5, G6, G9, TH-2 Bechelli/Cypress Intersection....................................................................................3-10 BicycleFacilities...................................................................................................D7 G20 Caltrans disagreement with Traffic Values...............................................................D1 Caltrans Slope Requirements (Figure 5-8)...............................................................D17 U Capacity Analysis.................................................................CT-6, ED-1,TH-2, I3, 3-10 Churn Creek Road (north of Oasis Blvd.).........................D6, D27, E8, F14, F16, G6, ......................................................................................................G39, 11, I3, K1, K2, 3-17 Churn Creek Road (Oasis Blvd. To 299)...............................D30, E8, G6G39, GR-1, ..........................................11, 13, L2, K1, K2, 2-1, 3-11 Churn Creek Roadenvironmental impacts) G6 G39, I1 I3 K1 J ( P ) ...............................G6 City of Redding EIR review.........................................................................................E5 Construction Impacts...................................................................................................G8 Cooperative Agreement Cumulative Traffic..................................G43, G44, G45, 13, K2, TH-2, 3-8, 3-10, 3-11 Cypress/Bechelli Intersection....................................................................................3-10 Cypress/Hilltop Intersection...................................................................._................3-10 Drainage Catch Points D16 Driveways (onsite project driveways)......................................................................D22 EIR Reduced-Density Alternative......................................................3-16, Appendix 2 EIR Certification Process..............................................................................................E4 EIR Consultant QualificationsEll ` ................................................................................... Encroachment Permits.......................................................................CT-7, D1, D3, D21 FAR Calculations..................................................................E6, F1, F18, G16, G44, G49 FHWA.............................................................................................................................D4 Feasibility of Mitigation Measures TH-3, CC-1, CT-5,CT-12 Funding for Improvements .......................................................................................D32 General Plan (consistency).........................................................................................G48 Gold Hills Drive/Oasis Road .....................................................................................G47 Hawley/Churn Creek Road............................................................ G39, Il, I3, K1, 3-11. Hilltop/Cypress Intersection.....................................................................................3-10 1-5 Level of Service (LOS) 1-5 Northbound Offram D19 I-5/Oasis Traffic Impacts............................................................................K2, 3-10, 3-18 I-5/Oasis Road Interchange Modifications.........D21,D32, F15, G9 G17, G22, TH-4 I-5 Southbound Onramp from Oasis Road ............................................................D18 I-5 Weave Analysis.....................................................................D8D9, D10, G10, 3-18 Impacts.........................................................................................CT-2, CT-6, ED-1, PP-2 Internal Capture Rate/Internal Trips.............................................................D12, D26 r LaneConfiguration.....................................................................................................D28 LargerProject Proposed...............................................................................................D5 Level of Service..................................................................E3, G50, G71, 3-9, 3-10, 3-11 7-4 Redding Oasis Center Final Master EIR ' U Index of Comments LoopRamp............................................................................................CT-3, CT-7, CT-12 Meetings with City, Developer............................................................................ D2, D4 Mitigation Measures (traffic) .............CT-2, CT-3, CT-4, CT-7, D32, ED-1., F16, G36, ...............................G44, G45, G46, G47, G48, H1, jH-2,TH-2, TH-3,3-9, 3-10, 3-11 Mitigation Measures for Traffic (cost)...........................................................CT-3, G45 NEPA...............................................................................................................................D5 Oasis/I=5 Traffic Impacts..................................................................................... K2, 3-10 Oasis/I-5 Interchange Improvements..................D1, D2, D3, D4, G8,G9 G17, G22 Oasis/I-5 Interchange Alternative.....................................................................G9 G17 OasisRoad...................................................................................................................G72 Oasis Road cross-sections...........................................................................................D15 Oasis Road/Gold Hills Drive .....................................................................................G47 Oasis Road Specific Plan (inconsistency).................................................................D31 Onsite Project Driveways..................................................................................D22, G36 Parking..................................................................... ...........................................G70, 3-14 Pedestrian Facilities..............................................................................D7 F3 G26, G27 Phase IA Development...............................................................................D3, G39, G47 PhaseIB........................................................................................................D5, D23, G39 Phase IB (analysis year).....:..................................................................... D23,G3 G40 PhaseII..................................................................................................D5, D24,G3 G39 Phase Il (2012 analysis year) ..............................................................D25,G3 G5 G40 Project Driveways Cross Section.......................................... ..................................D15 Project Schedule.................................................................D23, D25,D32, G3 G5, G40 Project Study Report/Project Report (PSR/PR)........................................:.................D5 PublicPlaza Space...................................................................................................... G20 Queue lengths......:........................................BT-1, BT-2, CT-9, CT-10, D1.4, D28, 3-10 Retail to retail capture rate.............................:...........................................................D12 Rightof Way Needs..........................................................................................D16, D32 Safety ......................................................................................................................G26, I1 Scenarios (traffic modeling).....................................................G5 G40, G41, 3-8 3-10 Scope of Work (TYLin/CCS) .........................................................................E9, E10, G5 Saturation Flow Rate.........................................................................................D13, 3-10 Storage Lengths .............................................................................BT-1,BT-2, D14, D28 Synchro files................................................................... ................................CT-11,D10 TDFModel............:..............................................................................................G43, G44 Timing of Transportation Improvements............................CT-3, G8, G39, G45, G47 TrafficCounts........................................................................................................... I3, K2 TraffixFiles................................................................................................................CT-11 TrafficSignal Warrants...............................................................................................G46 Trip Generation/Distribution Data .................................................D11, E3, G42, G43 Turningmovements.................................................... ..............................................D28 Twin View North of Oasis Road..............................D20, E8 F14, F15, F16,G7 G36, ...............H1J5, K2, 3-13, 3-16, 3-17, 3-18 Redding Oasis Center Final Master EIR 7-5 Index of Comments Twin View South of Oasis Road.....................................E8 G7 H1 J51 K2, 3-13, 3-16 TYLin/CCS..............................................................................................................E9, E10 _ r- Warrants (Traffic Signal).............................................................................................G46 Trees (on project site) ............G19, G29, G52, G73,.J3 Tree Preservation Ordinance........................................................................................G33,G51 n US Army Corps of Engineers...............................................................................G53, G541, G61 USBureau of Reclamation.......................................................................................................G60 r^. USFish and Wildlife Service..................................................................................................G53 ,..; Use Permit Application ........................................................................G1 G24, G27, G48, G67 Vernal Pools .................G53,J3 ....................................................................................................... WaterService .........................................................................................................G59, G60, G61 Wetlands (impacts and mitigation)...............................G53, G68, G73, I1,J3, K1, K3, K5, K7 ZoningOrdinance ...................................................................................................................... F1 ; r. 7-6 Redding Oasis Center Final Master EIR ^� 8. ALTERNATIVE 3 COMPARISON TABLE ■ The proposed project would consist of a total of approximately 1,170,000 square feet of floor area, and be constructed in two phases: Phase I (north of Oasis Road) would include approximately 320,000 square .feet, and Phase II (south of Oasis Road) would include approximately 850,000 square feet. Phase I of the proposed project would have a Floor Area Ratio (FAR) of 0.25, in conformity with the Redding General Plan, while Phase II (south of Oasis Road) of the proposed project would have a FAR of 0.36. As required by California Environmental Quality Act (CEQA), the Master Environmental Impact Report (MEIR) evaluates a range of alternatives to the proposed project, one of which is Alternative 3, Reduced Density Alternative. This alternative, described in Chapter 15 of the Draft MEIR and further refined by the Final MEIR, is similar to the proposed project but the intensity is reduced to a FAR of 0.25, in conformance with the Redding General Plan. Furthermore, Phase I of Alternative 3 would be constructed south of Oasis Road and Phase 11 would be constructed on both the north and south sides of Oasis Road. Phase I of Alternative 3 would consist of approximately 310,000 square feet, and Phase II would consist of approximately 597,000 square feet (320,000 square feet north of Oasis Road and 277,000 square feet south of Oasis Road). Thus, Alternative 3 would have a total of 907,000 square feet. To allow the decision makers to make an informed decision, Table Alt-3rovides a comparison P P between the proposed project and Alternative 3. The format of Table Alt-3 is similar to Table 2- 1, Summary of Environmental Effects of the Final MEIR, which has columns for each impact identified in the MEIR identifying Impact, Applicable Project Phase, Significance Before Mitigation, Mitigation Measure, and Significance After Mitigation. Table Alt-3 lists impacts and mitigations applicable to Alternative 3 in a format similar to Table 2-1, but has an additional column entitled "Alternative 3 Mitigations Relative to Proposed Project," which identifies differences, if any, between Alternative 3 and the proposed project. In addition, differences in impacts and mitigations between Alternative 3 and the proposed project are highlighted, with additions underlined and deletions shown in strikethrough. It should be noted that, in Table Alt-3, "Phase I" refers to Phase I of Alternative 3 (which is south of Oasis Road), and "Phase 11" refers to Phase Il of Alternative 3 (which would be constructed both south and north of Oasis Road). Redding Oasis Center Final Master EIR g_ 2. 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The MMP includes a brief discussion of the legal basis for and the purpose of the program, discussion, and direction regarding complaints about noncompliance, a key,to tunderstanding the monitoring matrix, and the monitoring matrix itself. ' A previous version of this MMP was included in the Draft MEIR that was circulated for public review and comment. Because some of the Draft EIR's mitigation measures were changed in responses to comments received during the public review process, corresponding changes have been made to this MMP. ' 18.2 LEGAL BASIS OF AND PURPOSE FOR THE MITIGATION MONITORING PROGRAM California Public Resources Code Section 21081.6 requires public agencies to adopt mitigation monitoring or reporting programs whenever certifying an environmental impact report (EIR) or a mitigated negative declaration. This requirement facilitates implementation of all mitigation measures adopted through the California Environmental Quality Act (CEQA) process. The MMP contained herein is intended to satisfy the requirements of CEQA as they relate to the Master Environmental Impact Report prepared for the Redding Oasis Center project. It is intended to be used by City of Redding (City) staff, participating agencies, project contractors, and mitigation monitoring personnel during implementation of the project. Mitigation is defined by CEQA Guidelines Section 15370 as a measure that does any of the following: ' * Avoids impacts altogether by not taking a certain action or parts of an action. • Minimizes impacts by limiting the degree or magnitude of the action and its implementation. ' Redding Oasis Center Final Master EIR 18-1 18. Mitigation Monitoring Program I i • Rectifies impacts by repairing, rehabilitating or restoring the impacted environment. • Reduces or eliminates impacts over time by preservation and maintenance i operations during the life of'the project. • Compensates for impacts by replacing or providing substitute resources or environments. i The intent of the MMP is to ensure the effective implementation and enforcement of adopted mitigation measures and permit conditions. The MMP will provide for monitoring of construction activities as necessary, on-site identification and resolution of environmental problems, and proper reporting to City staff. 18.3 MITIGATION MONITORING TABLE J i Table 18-1 Mitigation Monitoring Table identifies the mitigation measures proposed for the Redding Oasis Center project. These mitigation measures are reproduced from the Master Environmental Impact Report and conditions of approval for the project. The tables have the following.columns: L, MITIGATION MEASURE Lists the mitigation measures identified within the Master Environmental Impact Report for J a specific impact, along with the number for each measure as enumerated in the Master Environmental Impact Report. iu I APPLICABLE PROJECT PHASE r7, Identifies the project phase or phases (IA, IB, or II) to which the mitigation measure applies. TIMING Identifies at what point in time or review process the mitigation measure will be completed. Unless stated otherwise, the timing applies to all phases of the project as identified in Li Applicable Project Phase. ,J AGENCY/DEPARTMENT CONSULTATION References the City department or any other public agency. with which coordination is required to satisfy the identified mitigation measure. Unless stated otherwise, the applicable agency/department applies to all phases of the project as identified in Applicable Project Phase. 18-2 Redding Oasis Center Final Master EIR 1 . Mitigation Monitoring rani Pro 8g d VERIFICATION Spaces to be initialed and dated by the individual designated to verify adherence to a specific mitigation measure. ' 18.4 NONCOMPLIANCE COMPLAINTS Any person or agency may file a complaint asserting noncompliance with the mitigation 1 measures associated with the project. The complaint shall be directed to the City in written form, providing specific information on the asserted violation. The City shall conduct an investigation and determine the validity of the complaint. If noncompliance with a ' mitigation measure has occurred, the City shall take appropriate action to remedy any violation. The complainant shall receive written confirmation indicating the results of the ' investigation or the final action corresponding to the particular noncompliance issue. 1 1 i 1 i 1 Redding Oasis Center Final Master EIR 18-3 i 18. 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O y F•�1 T� Qj 'Z cc d £ w CZ 7—' C: VO U v v v ca U Q1 L i v1 �i W f6 O m a 3�l�li{ffi#£ d: O Y+ �-. 1^ •� Q) ^� r _ U) �•. 4! R 'C3 V ++ Q) U ..Q-Je a. (C O .¢'++ V .0 'Will,;li I ate: O ..V. cG ^Q v O U O E' F ec }astFi 4y '`�+ N to O i r O V V1 !✓.i ' '1''r;za"a e '�Sfd� /� C ,3 /-. •bA'" s" s..� � � �� r{2�P�#f 53s� O v O v �� QJ O � !✓r �'' �`-, N � C .•C .G O C � Q) D U U X �, 'B GJ N GJ C OO co cn W r . r- w r-- ... y Un U C C) 'Q I%j Z .r .1 w -1 v H i i - n 0 o C 1wi i 7M� t ti Wa 0 t� C C QC CITY OF REDDING, CALIFORNIA C C C _ C iCenterRedd in9 Oas s FINAL MASTER ENVIRONMENTAL IMPACT REPORT RESPONSES TO COMMENTS DOCUMENT - VOLUME II C SCH #2002122045 C r APRIL 2005 0 0 0 0 0 C ,7Douglas .Herring &Associates nvironmental, Policy, and Planning Services C C e REDDING OASIS CENTER Final Master Environmental Impact Report Responses to Comments Document (Volume II) TABLE OF CONTENTS ' Appendix 1. Traffic Addendum Appendix 2. Alternative 3 Technical Memorandum Appendix 3. Traffix Analysis Description-Project Appendix 4. Traffix Analysis Description-Alternative 3 Appendix C (Revised) C-1a Synchro Existing Conditions (49 pages) C-1b HCS Analysis Existing Conditions (13 pages) ' C-1c HDM Weave Analysis Existing Conditions (5 pages) C-2a Synchro Phase IA (79 pages) C-2b HCS Analysis Phase IA (21 pages) C-2c HCS Analysis Phase IA with Loop (7 pages) ' C-2c HDM Weave Analysis Phase IA (3 pages) C-3a Synchro Phase IA & IB (89 pages Rev. 3-25-05) C-3b HCS Analysis Phase IA&IB (21 pages) C-3c HDM Weave Analysis Phase IA &IB (3 pages) iC-4a Synchro Phase II (91 pages) C-4b HCS Analysis Phase II (21 pages) C-4c HDM Weave Analysis (3 pages) C-5a Synchro Cululative +No Project (49 pages) ' C-5b HCS Analysis Cumulative + No Project (13 pages) C-5c HDM Weave Analysis Cululative+ No Project(5 pages) C-6a Synchro Cumulative + Project(103 pages) C-6b HCS Analysis Cumulative +Project (29 pages) C-6c HDM Weave Analysis Cumulative +Project (5 pages) Redding Oasis Center Final Master EIR i ' • •Lt iNTERNAMNAL.11 CCS engineers I planners I scientists CITY of BEDDING REDDING OASIS CENTER Final Master Environmental Impact Report Responses to Comments Document— Volume II SCH #2002122045 rIn consultation with the City of Redding, the CEQA Lead Agency, and Caltrans,.T.Y. Lin International I CCS has prepared the traffic analysis for the Redding Oasis Center Master Environmental Impact Report under my direct supervision. pFESSIp QgpFESSlav SIRO rM �6/3�%06 N2 1211 Exp:_/.30/06Exp 9/30/06 OF CAL l OFCA1"af�`� Chwen C. SiriP ocanont,P.E., T.E. 2290 North First Street,Suite 102 1 San Jose,California 95131 T 408.544.2477 F 408.544.2478 1 www.tylin.com ' Appendix 1 Addendum to Traffic Analysis t TYLIN INTERNATIONAL CCS ' APPENDIX 1 ADDENDUM TO TRAFFIC ANALYSIS OASIS CENTER EIR IThis Traffic Addendum has been prepared to address comments provided as part of the DMEIR review. The Traffic Addendum outlines changes to the Section 5 of the DEIR Traffic Study as a ' result of the requests/comments. Based on comments on the DMEIR,the following traffic scenarios have been updated: ' Scenario 2: Existing Plus Phase IA Scenario 3: 2006 Plus Phases IA and IB Scenario 4: 2012 Plus Phase H Scenario 6: 2025 Cumulative Plus Project To'incorporate comments on the DMEIR, the following traffic values/methodologies were used to update analyses for the above scenarios: ' All freeway weaving analysis were performed using both HCM and Caltrans HDM methodologies Trip generation internal trip reduction between discount club and discount club gas- station has been adjusted from 72%to 30% :• Saturation flow rate has been adjusted for all freeway ramp intersections(Left-turn and shared left/through movements only) from 1900 vphpl to 1710 vphpl. Per Caltrans request, this adjustment was only applied to the Existing, Existing Plus Phase IA and 2006 Plus IB scenarios. Subsequent scenarios 2012 and 2025 were deemed adequate by Caltrans to assume the use of 1900 vphpl saturation flow rate as the study area would be considered"urban". A 20% cross traffic between Phase I(north of Oasis Road) and Phase II(south of Oasis Road) have been included. ' Per Caltrans request,the following grade on the Oasis Road/1-5 Freeway interchange has been assumed for analysis: ■ Oasis Road, east of Northbound Ramps—4% ■ Oasis Road, between Northbound Ramps and I-5 Mainline—4% ■ Oasis Road,between I-5 Mainline and Southbound Ramps—5% t ■ Oasis Road, west of Southbound Ramps-3% ■ 1-5 Northbound Off-ramp-+3% Traffic Addendum—APPENDIX I Page I of 6 1 Redding Oasis Center TYLIN INTERNATIONAL CCS ■ I-5 Northbound On-ramp- -2% ■ 1-5 Southbound Off-ramp-+1% ■ I-5 Southbound On-ramp- -2% I-5 Synchro coding revised to reflect three lanes SR-27M-5 weave section coded into freeway analysis SimTraffic (for Project Phase IA plus IB only) seeding time have been adjusted to 10 minutes and the recording time adjusted to 60 minutes per Caltrans' request. (Please note that no additional SimTraffic analysis was conducted for other scenarios) Appendix 3 includes *TRAFFIX output summarizing detailed traffic forecasts components including existing volumes, background growth and added project trips. The following sections provide technical revisions to the DMEIR Traffic Study including only revised Tables and Figures. Detailed Synchro level of service and freeway level of service -, analysis sheets are included in the revised Appendix C. SCENARIO 2 EXISTING PLUS PHASE IA CONDITIONS Trip Generation Table 5-6 summarizes the revised Project Phase IA trip generation. Internal trips captured between discount club and discount club gas-station have been adjusted to 30 percent. As a result, the net trip generation from Project Phase IA has increased from 1,080 trips (564 in and 519 out) during the weekday PM peak hour to 1,230 trips (636 in and 594 out). During Saturday midday peak hour, Project trip generation increases from 1,525 trips (742 in and 783 out) to 1,689 trips (822 in and 867 out). Table 5-7 summarizes the Project trip distribution pattern. With the revised Project trip generation, assignment of Project trips was conducted. Figures 5-5 and 5-6 illustrate the revised intersection and freeway volumes, respectively. Level of Service Table 5-8 summarizes the intersection level of service with Phase IA trips. Based on detailed discussions with the City and Caltrans staff, Figure 5-7 illustrates the recommended Mitigation Measure 5-1 (MM 5-1) including the I-5 southbound loop oii-ramp that would be implemented as part of the overall Phase I of the Project. Please note that mitigation measures previously identified under Phase IB of the DMEIR have also been included as part of MM 5-1, the overall Phase I improvements shown in Figure 5-7. Tables 5-9 summarize the intersection levels of service with the Phase 1 mitigation measures as illustrated in Figure 5-7, respectively. Table 5- 10 and 5-10a shows the intersection levels of service without and with MM 5-1. Although all intersection levels of service with MM 5-1 will operate at C or better, as requested by Caltrans, Traffic Addendum—APPENDIX I Page 2 of 6 Redding Oasis Center t • N_ INTERNATIONAL I CCS t the following approaches (legs) at the interchange ramp termini intersections operating at level of service D or worse should be noted in the EIR: WB approach of Hwy 299 WB On/Off Ramps/Hawley intersection at LOS F in.both the weekday PM peak and Saturday midday peak. t :• EB approach of Oasis Road/NB off-ramp intersection at LOS D in the Saturday midday peak hour. SB approach of Oasis Road/Chum Creek Road intersection at LOS D in the Saturday midday peak hour. Table 5-11 summarizes the revised queues as compared with storage lengths in Figure 5-7 for the Phase IA of the proposed Project. SCENARIO 3 t 2006 PLUS PHASES IA & IB CONDITIONS Based on comments on the DMEIR, base year analysis under Phase IB analysis has been revised to reflect year 2006 conditions. Trip Generation Table 5-12 summarizes the revised Project Phases IA and IB trip generation. Internal trips captured between discount club and discount club gas-station have been adjusted to 30 percent. As a result, the net trip generation from Project Phases IA and IB has increased from 1,604 trips (805 in and 799 out) during the weekday PM peak hour to 1,753 trips (880 in and 874 out). During Saturday midday peak hour, Project trip generation increases from 2,180 trips (1,086 in and 1,094 out) to 2,344 trips(1,166 in and 1,178 out). Figures 5-9 and 5-10 illustrate the revised intersection and freeway volumes,respectively. Level of Service Table 5-13 summarizes the revised intersection level of service with MM 5-1 for the Phase IA & 113 conditions. Although the overall coordinated signal system along Oasis Road would operate at Level of service C in the Saturday midday peak hour, the Oasis Road/I-5 Northbound Ramps intersection would operate at level of service D. Thus, further trip reductions to .1,506 trips (742 In and.764 out) for Saturday midday peak hour as described in Mitigation Measure (MM) 5-5 will be required for Phase IA+1B. tTo be conservative in estimation of traffic queues with MM 5-5, the following values in addition to those listed on Page 1 were.used in the Synchro analysis for both the weekday PM peak hour and Saturday midday peak hour per Caltrans request: 0.9 headway factor for all freeway and ramp links. t Traffic Addendum—APPENDIX I Page 3 of 6 Redding Oasis Center TYLIN INTERNATIONAL CCS .• 1.0 second of all-red time for through movements and 0.5-second of all-red for off-ramps at ramp termini intersections. 100 feet mandatory distance and 200 feet positioning distance for WB traffic at Oasis Road/Western Driveway. 200 feet mandatory distance and 300 feet positioning distance for WB traffic at Oasis Road/Norihbound Ramps. Pedestrian Call factor 5 in the Phasing Window 20 mph for the westbound right-turn speed at the loop on-ramp Table 5-14, summarizes the intersections level of service results with MM 5-5. Table 5-15 summarizes queue and storage length results with the implementation of MM 5-5. As requested by Caltrans to be noted in the EIR, the following approaches (legs) at the interchange ramp termini intersections would operate at level of service D or worse: EB and WB approaches of Oasis Road/NB off-ramp intersection both at LOS D in the weekday PM.peak hour, EB approach at LOS D in Saturday midday peak hour. - Table 5-16 summarizes the freeway level of service results with Mitigation Measure 5-1 (Figure 5-7). All levels of service would be C or better. Further trip reduction on Saturday peak hour in Mitigation Measure 5-5 would further improve LOS on freeway mainline and freeway ramp junctions. Thus, no additional freeway level of service analysis was performed. SCENARIO 4 2012 PLUS PHASE II CONDITIONS Based on comments on the DMEIR, base year analysis under Phase II analysis has been revised to reflect year 2012 conditions. Trip Generation - Table 5-17 summarizes the revised Project Phases I and II trip generation. Internal trips captured between discount club and discount club gas-station have been adjusted to 30 percent. As a result, the net trip generation from Project Phases I and II has increased from 4,548 trips (2,230 in and 2,318 out) during the weekday PM peak hour to 4,684 trips (2,298 in and 2,387 out). During Saturday midday peak hour, Project trip generation increases from 6,435 trips (3,258 in and 3,177 out)to 6,582 trips (3,329 in and 3,252 out). Figure 5-11 illustrates the revised intersection traffic volumes. r Level of Service Table 5-18 summarizes the revised intersection level of service with improvements identified in MM 5-1 for Phase I. Levels of service for some of the Oasis Road intersection are better than Table 5-18 in the DMEIR due to the correction to the trip distribution and the additional Traffic Addendum—APPENDIX 1 Page 4 of 6 Redding Oasis Center - TYLIN INTERNATIONAL I CCS improvements in MM5-1. Table 5-19 summarizes the intersection level of service results with Mitigation Measure 5-7 (MM 5-7). Table 5-20 summarizes the queue and storage length results with the implementation of proposed MM 5-7. Although all intersections would operate at level of service C or better, per Caltrans request to be noted, the following approaches (legs) at the interchange ramp termini intersections would operate at level of service D or worse: NB approach of Constitution/I-5 NB on-ramp intersection at LOS E in the weekday PM peak hour. SB approach of Constitution/1-5 SB on-ramp intersection.at LOS D in the weekday PM peak hour. :• EB approach of Oasis Road/NB off-ramp intersection at LOS D in the Saturday midday ' peak hour. Figure 5-12 illustrates the proposed intersection configurations under Phase Il with MM 5-7. Figure 5-13 illustrates the freeway volumes under Phase II conditions. Table 5-21 summarizes Freeway level of service results with Phase II traffic with MM 5-1 for Phase I. To achieve LOS C on freeway weaving section, additional freeway lane may be required. This will need to be determined as part of Caltrans Project Study Report/Project Report process for the reconstruction of Oasis Road/I-5 interchange as part of MM 5-7. SCENARIO 6 2025 CUMULATIVE PLUS PROJECT CONDITIONS Traffic Generation Based on the comments from Caltrans, trip generation for the proposed Project (Phases I and II) have been updated and the results shown in Table 5-17. The estimated Project trips are superimposed onto the 2025 Without Project scenario to estimate 2025 Plus Project Traffic conditions. Table 5-25 summarizes the long-term Project trip distribution pattem. Figure 5-17 illustrates the Cumulative Plus Project intersection traffic volumes. Level of Service Table 5-26 summarizes the intersection level of service under 2025 Plus Project conditions. Mitigation measures for Phase II project have been reflected in the level of service analysis. Figure 5-18 illustrates the intersection lane configurations with the implementation of additional mitigation measures for the Cumulative Plus Project condition. Table 5-29 summarizes the freeway level of service results based on MM5-7. Figure 5-19 illustrates the Cumulative Plus Project freeway volumes. Traffic Addendum-APPENDIX 1 Page 5 of 6 Redding Oasis Center TYLIN INTERNATIONAL CCS Table 5-30 summarizes the level of service results with the implementation of additional lanes on µ I-5 between Highway 273 and Oasis Road as described in Mitigation Measures 5-30.and 5-31. With the implementation of the proposed mitigation measures, all intersections are expected to " operate at acceptable levels of service. Table 5-27 summarizes the intersection level of service results with the implementation of proposed mitigation measures for this scenario. Table 5-28 summarizes the queue and storage length results with the implementation of proposed mitigation measures. Although all intersections would operate at level of service C or better, per Caltrans request to be noted, the following approaches (legs) at the interchange ramp termini intersections would operate at level of service D or worse: e• EB approach of Oasis Road/NB off-ramp intersection at LOS D in the Saturday midday peak hour. This intersection approach would also operate at level of service D or worse under the Cumulative No Project condition. - Traffic Addendum-A PPEATDIX I Page 6 of 6 Redding Oasis Center Pine Grova Ave. 7 s m N N V J.8 N�� R-151(148) �`�� 4-401395 suss city Lake aiv - - I P° ♦-302 253 a� , ( ) Ml(V r 4-401(395) 1_ Project o' -� z Oasiis 'o I�27(20) Oas� T 407(560) Site ' z19(18)-" V;I t ?V 263(251) i A c ` 273(239)-♦ 209(247)-y �e 4 7(2)-4-(2)-4a N n N BUCKEYE •,. agPa. gg x M m c i ti 3 5 ,o X112 z L11O(145) ♦-177(227) Oasis 1 R~559(735) Oasis 9(10) t ce ,a 83(44) a l t fW 3489 82) W) f/ e b 14:1 298(330) corn ( )� y v o z Lo ccn v 1 N 0 6 6 7 � c 8 w 9 �Nrn 1L2(3) Mrn o � �5 C *-0(1) 1��r— X 152(182) -o N m X368(244) m 17(19) M nI o F f--31(28) r �40(40) j 1r 28(68) z 4-83(71) * V � /(-0(1) Oasis Pine Grove = Pine Grove Pine Grove 11(14) V1 t 74(76)-.0.E 26(31) E 'V1 t r 37(23)J t f 257(179) 211(183) 86(75) n M 41(21) o 47(26) s °'`O c� 0 o N50(55)- Yc N O N Z � a Q 21 21 M 10 E 11 12 13 NDN � mm 10(11) o� = R-8(4) iz�c M m -*-250(178) o VL 36(31) o ♦-62(51) ♦-1(1) 1 I LA 2 pr-132(71) z /� XIr 236(165) 1 kA �7(17) �-94(101) ♦ - Constitution v RConstitution RConstitution Hwy 299 WB On Hwy 299 WB OH 207(150) E 39(35) "1 t (' 76(118) 1 t f' t 294(89)--4198(167) v 83(33) izz, m co 153(91) M Go co M N Z M M W N 00 O M O 14 v3 15OM N M c m m �L 38(49) m 0) E 10(l 3) N"'CO ♦-383(546) C1' R 31(39) v ♦-209(296) , � � 22(23) � 1* f--265(358) Hwy 299 EB OB Hwy y/299 EB On Oasis Oasis Oasis 210(97)-$ t r 82(91)-$ 239(308)-$ 't f* 191(247) 0(0)- 395(305)- 570(517) N N 448(354) ♦ c � 393(311)- �, v 19(47)--y a CSC rncv d• � N v Northern Driveway Legend ' 18(26) t 02 Study Intersection Figure 11(4) Weekday PM(Saturday Midday) Redding Oasis Shopping Center 52(75)-U ^ M Peak Hour Volumes Existing+Phase 1A 5-5 Weekday PM &Saturday Midday Peak Hour Volumes TYLININTERNATIONAL i CCS _ c:\02040\exhibits\rev 8-30-04\fig5-6.fh10 r, N Pine Grove Ave. m r �3 1902(1174) 1787(1616) • m Oay�e , 172(210) Olt, !" Um 193(195) 407(560) -F z a� i Ss B �- z s Y ,• f 8 ^ Y' O CL 211(249) �zE'F _ e } ,- �d. t § O � { Ola Gans �_? .�:��?� �e 787(766) 2348(1773)------ 2381(2187) 1 Project Site 427(337) 397(317)—_ Legend 160(130) PM Peak(Saturday Midday) Peak Hour Volumes Figure Redding Oasis Shopping Center - 5-6 Existing + Phase 1A Freeway Traffic Volumes TYLININTERNATIONAL I CCS c:\02040\exhibits\rev 8-30-04\fig5-6.fh10 ems► t ' % '�i'_' 1 f .. .._._—_.:..,,�•...,_' �: �AHO ! '! if;r•% O m I I p I OHO _, '. n.�a• �/ D ( ` � \� ;! •mac -' (n ♦ '�6 � `�+.= z-��'�---.—'- — , mrn } r c� \� oM D o LA 1 II rn 1 0 : j� • -z I IA �' me I �\ V f m Z oZ g } _ ii, l I y i V,ACO 8 yWXm 1 m0 > Dn � 1 oz 1 1 m; N 0_ �� `. 0 >-i \`\ I C 1 1 \\ o it DX �. 1 mz o �. D G r t1�it 1 m Q� D 1 TQ n Ln z D r Figure 5-7 Mitigated Phase 1A + 1B Conceptual Lane Configurations - (Pre-Mitigation Measure 5-5 Threshold) Source: tY Lin/CCS Planning and Engineering Pure Grove Ave. N 6 I 7 9 - mLUM 1 to 2 3 m-co R-175(172) m N �-468(463) T e —CO 4-349(297) S_has i Gy__laka - Cil�r _ ' Q�' 29 22 Project 0 4� -J Oasis ( ) Oa s �1 L(7 14) Site 21(19)-l' V� t f' 313(313)-♦ I\, 2 5 314(287)-pp-a, 226(267)-x 0004V BUCKEYE • as d g '�k1V 5 ' �m (n PD' y__ Oa U 1 X12z X154(193) 4--210(274) 10(11) 11 Oasis R�743�(939) Oasis P �a., 90(48)-� 1 t f'/ 397(282)-► R 1 (V +a 380(440)--►i c 100(94) y Q� to o t = n 'Tk Z N M Z Q0 Z N to a J. 6 7 � 8 E 9 �� a;^ � a: ro `3 �2 c 0(1) J�h°D 4-179(218) oc"v m 4-401(269) m R-18(21) M1'Ir 4-33(30) /r ♦ pr-43(43) Ir 30(73) 4--94(82) Ir i 0(1) Oasis Pine Grove _ Pine�Grove Pine Grove, 14(17) t 84(88)-►E 28(33) E JIRt r' 40(25) 1 t r' 228(198) 296(213)-► 97(87).♦ Wm 44(23). N v o 53(30)-y L N° 0 f 58(65)-)4 rn Y a Nm m 00 to m z cc Q N N M 10 E 11 E 12 13 b� u rnoo > 11(12) s(a) N N _ r°occo 4-279(201) m X39(33) �S r3 4-67(55) 4-1(1) 1 1 143(77) z 4-264(187) 1 pr-8(18) AV jr 102(109) Constitution 2 RConstitution /r " Constitution Hwy 299INBOn !H 299 WB Off 232(173) E 42(38).N E '7 t f' 90(139) R7 t f'it1 t 318(96) 0 222(192)-1111,15 d N 90(36) M m rn 0 165(98) S o Cl)N U) z rn o ui LOM- L? "? •- m cv 14 °° _ 15 � Y A N B U N.. N 2 V'-.-. r N _ r m U N r-N 53(70) N SLO Q € j E w- 13(17) co CO Lo 4-501(681)� L lI N *-42(56) cc Hwy 299 EB Off 299 EB On Oasis U 4-246(350) Oa s 24(25) Oasis w ~315(422) 227(105)-$ t 103(118)-� 330(437)- W) t fW 264(350) 0(0)--m. rn rn 451(355)-� 687(663)+► n 512(417)-� 424(336) 21(51) M O V'0co � �NJJ U' Nonhem Dew Legend OZ Study Intersection 26(35)-sY V) t 11(4) Weekday PM(Saturday Midday) Redding Oasis Shopping Center Figure 76(102)-4U o M Peak Hour Volumes g pp 9 Cl) 2006+Phase 1A&1B 5-9 Weekday PM &Saturday Midday Peak dour Volumes TYLININTERNATIONAL I CCS c:\02040\exhibits\report ffgures\rev 2-8-05\fig5-9.fh10 i • i N I i Pine Grove Ave. v i I � i i c I �J 2127(1338) 2008(1819) tea' I a• 5 i a • 215(268) m 2"(247) 544(714) �9 o z fl. J i i NE"I. 228(269) g xi �`O l' N �yyf f ' €�} d oasis 937(952) Pr "ect 2684(2053)_ 2701(2524) � S' 1 ) 478(383) 1(D ' i 447(359) �i 'i I • Legend 160(130) PM Peak(Saturday Midday) Peak Flour Volumes ; Figure Redding Oasis Shopping Center 2006 + Phase 1A & 1B Freeway Traffic Volumes TYLININTERNATIONAL ; CCS 002040\exhibits\report figures\rev 2-8-05\fig5-10.fh10 Pina Grova Ava. N J / 1 2CL £� I s M'"' ",-264(289) N r, snl� cia Lake c �s / N c°N X531(524) ccOo c�rtOi 4-732(806) �— — 1 �.� 32(24) ) �� Project �'' a Oasis Oa 2 1225(1667) Site 2 S 23(22)-lo t (Wy 547(653) �11,111' a C I 481(521)-1, 251(296) BUCKEYE . i B 1s ? 8(2)�� LAD r - \s� 3 5 ` �2 z R-383(506) 4-366(507) Oasis 1676(2209) Oasis 11(12) a 13 100(53)-$ "1 t r'/ 583(507) rw 1411 817(1099)-1 R i 140(143) w oCn Z � 1 M c� a 6 7 m 8 E 9 Nim 24) Q co - 0(14 1 I 4-305405 o) N 4-475(337) m 20(23) t N 4--37(34)r 1 � 48(48) ) ;j c L9 1�34(82) - 4-133(130) Atj j 1* JAC-0(1) ' Oasis Pine Grove 2 Pine�Grove Pine Grove 30(39) -$ t ry 119(139) 31(37)-$ m 'R1 t f' 44(28)-$ t f 442(392)q • 253(220) c--p.E 134(138) N 49(25) o n o 73(53)-�L Q�,v O oN M 90(114) Y N OQ m m r- N ZN Q T in u� Q 10 E 11 E 12 �,^ ,3, 13 �_ CD ro O N Cui N R 12(13) Ino % 10(5) N o M m ♦-366(302) m 43(37) N 4-74(61) N N = 4-1(1) A I Lk U) pr-158(85) z 4--349(286) .1� � p'8(20) AJ j �113(121) — Constitution RConst�ittution /r RConstitution, Hwy 299 WB on Hwy299 WB Off 310(273)�E 47(42) m '1 t f' 153(235)- 7 t f' 1 t 353(107) 300(294) 00, m 100(40) N O N o a O O ao� 184(109) .�N� �M z rn Q o 0 i n b N c) T N Q O 14 T �LO 3 15 F� � A �N B nnco M ("f �.i co(D L.:1 T.M.. 13(18) M o VL54 71 o r M R-43(57) N eQ-N� Mr ( ) j � 4-383(556) 1423(1947) �, 105(961) ( ) �► -x8(92) �- ) Hwy 299 EB Off H 299 EB On Oasis 50 77 (7aS15 oaS15 252(116) t 140(167) in t 338(445)-$ W) t f' 271(356)Jf 'W) t jW 0(0)--0. o 619(555) N 1573(1982)-► m N rn 918(993)-► 472(373) 314(482) E a 232(377,)-� Y, 524(804)-4 r0 M L U)N 117NOCo �N N C C14Legend •2 Study Intersection j85(133) Weekday PM(Saturday Midday) Or Peak Hour Volumes Northern Drivewa 727106 j�_ ) t Redding Oasis Shopping Center Figure E 00 co 2012+Phase 16 5-11 U Weekday PM &Saturday Midday Peak Hour Volumes - TYLINiNTERNATIQNAL ( CCS c:\02040\exhibits\rev 8-30-04\rig5-11.fh10 i I Pine G..Ave. 1 2 E B 7 9 I UL N �— r' U? �► a / Oasis rSN Oasis s nava aN ia:e a_nL `�� pD � � �♦ � � �, Pro ect off'_—� '' r► Site ii : c� r In ,s o N BUCKEYE E 3 o Z f 12 'q f- ♦- ++ Oasis S*~�/�/ Oasis n ^If f i to E 1143 0o i j Z — I 8 6 7 f E 9 m > m � o Oasis T T Pine Grove 9 Pine Grove T Pine Grove U O I Qfn � i 10 E 11 E 12 ,3, 13 u 3 5 m O M VZ ~ T Constitution 2 Constitution Constitution H 299 NB 299 WB J a a Z S On Ramp ml�p o ca Z ) 14 3 15 VD A o B o .� _to v E f– E ca 0 A(- I:. or- Rwy299EBOfi-Ramp 299EBOri-Ramp Oasis S OasisAr`+RR * Oasis s —4 71 —► > 1 Legend f •z Study Intersection ." O Signalized Intersection Figure T Stop Controlled Intersection 9 Redding Oasis Shopping Center ` 5-12 2012 + Phase II Lane Configurations �J TYLININTERNATIONAL I CCS pA02040\exhibits\report figures\rev 2-8-05\fig 5-12.fh10 N Pine Grove Ave. 1 a' _ m 3 S c ti3 2572(1788) 2438(2308) a 437(603) m m 483(566) U 1225(1667) O n 253(298) r't f 3 } Old �a$\s 1635(1973) 3613(3150)_ 3590(3715) Project Cn Site 589(516) x 558(485)—_ Legend 160(130) PM Peak(Saturday Midday) Peak Hour Volumes Figure Redding Oasis Shopping Center 5-13 2012 + Phase 2 Freeway Traffic Volumes ZYLININTERNATIONAL I CCS c:1020401exhibitslrev 8-30-041fig5-13.fh10 I I 1 I Pine Gmve Ave. B i 7i i m2 Unilt ---� �; r 1 W 0 2 N^c7 cp M B to 'IT cD Shasta Cry __ke__ c _I o-a i q a� ♦-gg7(904)) `J IN M ♦-1253(1359) Project D I ( ) r ♦ `4 'I � �'60 63 site Oasis Oasis 1318(1764) G 5. I 160(194)-$ t 768(1012)--o- r 1 75 n 862(967) 740(553)- j BUCKEYE �';D x 34(18)m A ab X84+++ ik F. y Mto r; ca M U ' �' yR Rp.OWi&t tCOSWrPt'CWBfi�i� 5 72 473(414) 4-915(1167) r� 2 4-2065(2625) pr 170(15) Oasis ! Oasis �/ ok h� 13 107(145) 1 ( 210 X133) r ea`b 14. 990(1290)--► o m 71 o rn v n O tG o j m C� I ^^ 6 L 8 9 ^ n00 C � vOM mo J 3 11(5) oN cn�- (3) 397(360) `r 04 4-447(669) j ~382(539) R 4--27(62) �`,,' o 4-59(33) s; >r 68(45) 205(285) Pine Grove 0(11) OaPine Grove Pine Grove — �/ 243(193) 120(59) V, t f 401(185) 43(44)-� r' 17 -$3. V, t 474(513) rn o to 71 225(273) o N 164(157)�a3i n r,o_ 185(175) MZ,� 173(238)5 a p V O pp m $ o c N ! 2 m 13 . 11 2 iM._ 3 MM 10 I V1 � N 13 .-.� '� � - N 3 ono N N 2 c �23(45) Wi m = R-16(6) 1 v o v 4-482(422) 36(107) v N N r 4—116(55)' LO /t � LA or 282(230) 2 X584(545) A)� " �7(20) �'122(152) Constitution Constitution Constitution wy�sweo r�r v 1-MVZO eMarp 425(440) 55(40)-$f 1 t (w 500(635) t 105(115) 413(486) 97(135) . o v 176(135)-)4 Co M Z y tn0 C 0 M 2 01 co a <D 14 15 A B CNI J mQ1 U"M co tD ❑ co-1 coo uO1i = v o r 63(87) w rn 50(65) N�rn m R-40(52) r c°^ 4-872( 1054) N cc-it 4-1673(2133) N'c` m f-662(908) ? A)4 201(242) �4 L 535(609) Ar'4 LA W 140(214) RW29eEB0MVrp FkWnEB0NParMOasis Oasis Oasis 276(264) t 521(610) m 1 t f 284(374) 1 t r' 227(299) t f- 0(0)� ci°° 1026(851)—►2 ^o N 1825(2054) y co c iz 868(916) ,;a cn 535(601)--4 ; 385(670) ,`<M z 402(612)5 n m 440(675) n N I V j � O r c c0(D N 1 00.-- U Co rl-M N U, N O N C r D -ro Legend CDS mm Co o, T N •2 Study Intersection mj j j 83(33)Weekday PM(Saturday Midday) /r . Air, . Peak Hour Volumes Northern Driveway Southern Drivewa " Note:Intersection 4 does not exist in this scenario. i 81(108)- *I 1 t 371(511)-;oI's t J ,7a(23z)�, N (D 179(246)--A� N v Redding Oasis Shopping Center Figure Lo C _ 0 2025 Cumulative Plus Project 7) " a 5-17 Weekday PM & Saturday Midday Peak Hour Volumes TYLININTERNATIONAL ( CCS i cA02040\exhibits\rev 8-30-04\fig5-17.th10 u J Ginn Grave Ave. 1 2 E a VIL tr J re 7 s O mi a Oasisy. Oasis S. LJ •sn:v, cin ipx. ciK -$ R �/ E -r----- "lf" E g Project u�'°_J —10. t 9 � site � c}.G a 1 c; o BUCKEYE y� M1pd. pst � � �- E 5 } 3 0 12 122sis SRR A Oasis S 17• g I► '. 1 1��1 rn QM 14/} ► O x ? Z O tD g 7 g E 9 co M Ar 3 Oasis S. Pine GroveS. Pine Grove 'S. S. Pine Grove ate► TE- V) 0 � tw oJ Ll Q = 10 g E- 12 > 13 3 t � � o c Constitution J Constitution Constitution Hwy 299VVB H 299 WB �7 S-\ OfI•Ramp tw 14 d 15 A I VL —BJ 0 M ~ E ~ E x E d � N A)4 *J�"k* W Hwy 299 EB Hvry 299 EB Oasis C Oasis C Oasis L+ Off-Ramp On-Ramp i C D Legend gOStudy Intersection Signalized Intersection Northern Driveway S. Southern Driveways T Stop Controlled Intersection �t �t a Redding Oasis Shopping Center Figure " E E j 2025 Cumulative + Project 5-18 Lane Configurations TYLIN INTERNATIONAL I CCS pA02040\exhibits\report figures\rev 8-30-04\fig 5-18A10 i i ; r i N , Pine Grove Ave. 'J i a � i - 3 c I _ J 2459(1877) _ 2594(2635) i e� I ! 410(609) m Um 580(575) , i 1318(1764) <42(5759) ( _ Ofa pas�s�a 1935(2317) 4109(3591), Project 3949(4377) m Site 637(594) 594(764) J Legend 4274(3903) Weekday PM(Saturday Midday) Peak Hour Volumes Figure ' Redding Oasis Shopping Center j 5-19 '7 2025 Cumulative Plus Project Freeway Traffic Volumes TYLININTERNATIONAL ( CCS c:\02040\exhibits\rev 8-30-04\fig5-19.fh10 . Table 5-5 Existing No Project Freeway Levels of Service M ppMEMO= FSCar��cgmrM :T .ate £§ � .�a,s�.��k�Q.�.�� .��3: ';�e„ �� ` ��b�;�.� �d ;,�a� :a��i�n a�.`$�Z�.�So'<:�� ,� `��x".h�a? .�•�K.,[ks.a.,�c:3�' aaHE..ar s �x�tt;��x s, ...fir. Northbound 1-5 on—ramp from Route 273 Weave B 15.0 13 12.4 I-5 bet.Route 273 and Oasis Rd. Weave HCM B 15.0 B 12.4 Weave HDM * N/A 'k N/A Mainline B 12.5 A 10.9 1-5 off—ramp to Oasis Rd. Weave B 15.0 B 12.4 I-5 on—ramp from Oasis Rd. Merge B 12.1 B 10.7 I-5 bet.Oasis Rd.and Pine Grove Ave. Mainline A 10.1 A 8.8 Southbound 1-5 bet.Pine Grove Ave. and Oasis Rd. Mainline A 10.8 A 6.3 1-5 off—ramp to Oasis Rd. Diverge B 13.1 A 7.9 1-5 on—ramp from Oasis Rd. Weave B 14.2 A 9.7 I-5 bet. Oasis Rd.and Route 273 Weave HCM B 14.2 A 9.7 Weave HDM * N/A * N/A Mainline B 12.4 A 8.3 I-5 off—ramp to Route 273 Weave B I 14.2 A 9.7 Notes: Level of service for I-5 weaving section calculated using HCM weave,HCM mainline,and HDM methodologies *=Weaving volumes out of realm of weaving according to HDM nomograph t - Traffic Addendum—APPENDIX I T.Y.Lin International I CCS Redding Oasis Center I U r, Table 5-6 Trip Generation for Phase IA � � £� �g .� � a §m�' i��*..`ro . �k�#E�t �� '�., ��,a s - � •�° a. ��. e�?�,>��,� i a �r�� s��r,' �::k f� � � a T 148.663 Discount Club ksf 5.81 52%/48% 449 415 864 7.72 48%/52% 551 597 1,148 77 Discount Club Gas 16 fueling Station positions 22.31 501/o/50% 178 178 356 24.57 49%/50% 193 200 393 i East—Food Restaurant 7.0 ksf 33.48 52%/48% 122 112 234 58.91 51%/49% 210 202 412 w/Drive—through window f SUBTOTAL 749 705 1 1,454 954 999 1,955 Reductions Internal Trips between Discount Club and Gas I Station —53 —53 —106 —58 —60 —118 J Internal Trips between j Discount Club and Fast Food —24 —22 1 —46 1 —42 —40 1 —82 Pass—by Trips(15%of r� Oasis Volume) —36 —36 —72 —32 —32 —64 Net Total 636 594 1,230 822 867 1,689 ! Notes: Internal Trip Percentage between Discount Club and Discount Club Gas Station is 30 percent. I Internal Trip Percentage between Discount Club and Fast—Food Restaurant is 20 percent. ksf=1,000 square feet I i it I I l., I i I I . J 7 Traffic Addendum—APPENDIX 1 T.Y.Lin International CCS Redding Oasis Center I Table 5-7 Near—Term Project Trip Distribution East on Oasis Road 8 West on Oasis Road 10 North on 1-5 15 South on 1-5 45 North on Twin View Boulevard 3 South on Twin View Boulevard 10 South on Gold Hills Drive 2 North on Cascade Boulevard 5 North on Akrich Street 1 South on Akrich Street 1 TOTAL 100 M Trak Addendum—APPENDIX 1 T.Y.Lin International CCS Redding Oasis Center I Table 5-8 Existing Plus Phase IA Intersection Levels of Service 10. e� it i r 1 Oasis Rd./Cascade Blvd. Minor Stop A(E) 7.7 A(D) 9.8 i � I 2 Oasis Rd./I-5 SB Ramps Minor Stop E(F) 68.0 F(F) 1268.7 3 Oasis Rd./1-5 NB Ramps Minor Stop F(F) 284.6 F(F) 3801.5 j 5 Oasis Rd./Gold Hills Dr. Minor Stop A(B) 1.6 A(B) 1.9 6 Oasis Rd./Akrich St. Minor Stop A(B) 3.5 A(B) 2.5 I i 4 7 Pine Grove Ave./I-5 SB Ramps Minor Stop A(B) 0.9 A(B) 2.6 8 Pine Grove Ave./I-5 NB Ramps Minor Stop A(B) 9.6 A(B) 6.9 i ^ j 9 Pine Grove Ave./Twin View Blvd. Minor Stop A(B) 4.9 A(B) 5.6 . 10 Constitution Way/I-5 SB Ramps Minor Stop A(C) 2.6 A(B) 2.3 11 Constitution Way/1-5 NB Ramps Minor Stop A(C) 6.9 A(B) 5.6 I 12 Constitution Way/Twin View Blvd. 4-Way Stop A(B) 9.5 A(B) 9.2 13 Hawley Rd./Hwy 299 WB Ramps Minor Stop C(F) 22.0 B(F) 10.4 '-1 14 Hawley Rd./Hwy 299 EB Ramps' Minor Stop A(C) 6.5 A(B) 3.8 15 Oasis Rd./Churn Creek Rd. Minor Stop A(B) 2.5 A(B) 2.8 A Oasis Rd./Western Driveway Signalized B 1.5.0 C 23.3 B Oasis Rd./Eastern Driveway Minor Stop A(C) 4.9 A(D) 8.6 C Churn Creek Rd./Northern Driveway Minor Stop A.(A) 4.6 A(A) 5.5 1 i Notes: I LOS=Level of Service A(D)=For unsignalized intersections:average LOS for all vehicles at intersection(LOS for most difficult movement) I Delay=average delay for all vehicles passing through intersection,in seconds LOS and delay at all ramp-end intersections include movements onto and off of freeway I I Intersection 4 does not exist under this scenario I '"1 I � Traffic Addendum-APPENDIX I T.Y.Lin International CCS Redding Oasis Center (� � I U Table 5-9 _ Existing Plus Phase IA with .Mitigation Intersection Levels of Service � �S°at .� ,�sE asa aY .'i• pad a N M*AR SIM tf 010. �t a `�° rasa 2 � > �� l>Iro6. attkirtlaMida � ?s ��e,� ��nlar��:?�r��aa"��;c��C� ,`e� 1 Oasis Rd./Cascade Blvd. Signalized A 9.0 B 11.8 2 Oasis Rd./1-5 SB Ramps Signalized A 8.2 B 11.1 3 Oasis Rd./1-5 NB Ramps Signalized C 21.7 C 21.2 �f A Oasis Rd./Western Driveway Signalized B 17.5 B 19.8 B Oasis Rd./Eastern Driveway Signalized A 8.0 A 8.8 15 Oasis Rd./Churn Creek Rd.. Signalized A 5.7 B 8.1 Ov132 aB 1erall,Coordtem d s, 5 Oasis Rd./Gold Hills Dr. Minor Stop A(C) .1.6 A(B) 1.9 6 Oasis Rd./Akrich St. Minor Stop A(B) 3.5 A(B) 2.5 7 Pine Grove Ave./1-5 SB Ramps Minor Stop A(B) 0.9 A(B) 2.6 8 Pine Grove Ave./I-5 NB Ramps Minor Stop A(B) 9.6 A(B) 6.9 9 Pine Grove Ave./Twin View.Blvd. Minor Stop A(B) 4.9 A(B) 5.6 10 Constitution Way/1-5 SB Ramps Minor Stop A(C) 2.6 A(B) 2.3 11 Constitution Way/1-5 NB Ramps Minor Stop A(C) 6.9 A(B) 5.6 12 Constitution Way/Twin View Blvd. 4-Way Stop A(B) 9.5 A(B) 9.2 13 Hawley Rd./Hwy 299 WB Ramps Minor Stop A(F) 22.0 A(F) 10.4 14 1 Hawley Rd./Hwy 299 EB Ramps Minor Stop A(B) 6.0 A(B) 3.8 C Churn Creek Rd./Northern Driveway . Minor Stop A(A) 4.6 A(A) 5.5 Notes: LOS=Level of Service Delay=Average delay for all vehicles passing through intersection,in seconds A(D)=For unsignalized intersections:average LOS for all vehicles at intersection(LOS for most difficult movement) LOS and delay at all ramp-end intersections include movements onto and off of freeway Intersection 4 does not exist under this scenario Traffic Addendum-APPENDIX I T.Y.Lin International CCS Redding Oasis Center I �l Table 5-10 �a Existing Plus Phase IA Freeway Levels of Service s8 • i.�.`" '� � s• k e �3i' R� z �•x ; ° :� aa ' z ' wlr �t li r Northbound J I-5 on—ramp from Route 273 Weave B 18.1 B 16.3 I-5 bet. Route 273 and Oasis Rd. Weave HCM B 18.1 B 16.3 Weave HDM B N/A B N/A J Mainline B 14.2 B 13.1 r =1 ' 4 1-5 off—ramp to Oasis Rd. Weave B 18.1 B 16.3 ti 1-5 on—ramp from Oasis Rd. Merge .B 12.9 B 11.9 r`1 1-5 bet. Oasis Rd.and Pine Grove Ave. Mainline A 10.7 A 9.6 Southbound I-5 bet.Pine Grove Ave.and Oasis Rd. Mainline B 11.4 A 7.0 1-5 off—ramp to Oasis Rd. Diverge B 13.9 A 9.0 '-J 1-5 on—ramp from Oasis Rd. Weave B 17.0 B 14.0 —� I-5 bet. Oasis Rd.and Route 273 Weave HCM B 17.0 B 14.0 Weave HDM * N/A * N/A Mainline B 14.0 A 10.6 1-5 off—ramp to Route 273 Weave B . 17.0B 14.0 Notes: Level of service for 1-5 weaving section calculated using HCM weave,HCM mainline,and HDM methodologies *=Weaving volumes out of realm of weaving according to HDM nomograph �) � J r—a I� I i I >� Lj Traffic Addendum—APPENDIX 1 T Y Lin International CCS Redding Oasis Center (� i u I Table 5-10a Existing Plus Phase 1A with Mitigation Freeway Levels of Service aRMngg>h € sa s� �° y �` ��a�� j ax�';� �� ,.�� s� � �£c�� `�r� tin •��lst�l)f�S�, ��3' .� aTafih #est ,r�1�i� ^3a� xBt+r5 ar'wxe"5 ..was w. �� 3g �"J13q§fig y( p�y�Fpi h��3. .�.,u".�'a� �xY�a��.��•:i,�u�.,k��u£x.�eR.Y<£.m.�� F�¢a��$� v.,.24i d:a�� atx.��3 M�4 � Northbound 1-5 on—ramp from Route 273 Weave B 18.1 B 16.3 I-5 bet.Route 273 and Oasis Rd. Weave HCM B 18.1 B 16.3 Weave HDM B N/A B N/A Mainline B 14.2 B - 13.1 I-5 off—ramp to Oasis Rd. Weave B 18.1 B 16.3 1-5 on—ramp from Oasis Rd. Merge B 12.9 B 11.9 I-5 bet.Oasis Rd. and Pine Grove Ave. Mainline A 10.7 A 9.6 Southbound - I-5 bet.Pine Grove Ave.and Oasis Rd. Mainline B 11.4 A 7.0 1-5 off—ramp to Oasis Rd. Diverge B 13.9 A 9.0 1-5 loop on-ramp from Oasis Rd. Merge B 15.5 B 12.6 l-5 on—ramp from Oasis Rd. Weave B 15.5 B '11.7 I-5 bet. Oasis Rd.and Route 273 Weave HCM B 15.5 B 11.7 Weave HDM * N/A * N/A Mainline B ' 14.0 A 10.6 1-5 off—ramp to Route 273 Weave. B 15.5 B 1-1.7 Notes: Level of service for I-5 weaving section calculated using HCM weave,HCM mainline,and HDM methodologies *=Weaving volumes out of realm of weaving according to HDM nomograph l! . r Traffic Addendum—APPENDIX I T.Y.Lin International I CCS Redding Oasis Center a o a !a ;- 1$ �' a q q 2 Qs pp D D D D Q O W D D ° Y �+t Q fi F i#f yp tt w„yt a� a "�, �c ° S{qS s'j if 5 ' _i b X12sS; h (Y y; IN;� i off s t, ` O W tp 2i wi �7 °' Bib 11S.t .. y oil ?,tt3x ;I7• s e vl � '�' �� 2 C• d 4 � 11't4 EI. ��its t}�,g��a� '+��'g-• � O S � CD N J 4O W � p mm A 4J m f0 1,1 ^ y C it N w�i A W J O O m N fmii fW0 fJil °y5 WW pp eO MM Rif O 2 `a �f0 o O pp f: - t � It¢r7 4 H�u Als t�#it r .- oa C m i'$ uS •�'� v if f0 N m W t0 N N y _ bD"' N o gni, 34 m U L✓ �4,t.is� n Table 5-12 Trip Generation for Phases IA & IB t q a�%in is sik C P,. a R 3txK v i a Fir d1C§ t S; F1Qiti t ,L z �fi�tllGf�� I�dHsC )fi�Utl1A 3'� Z L fNRe b ie i - I F $: C I TE R` G .. k$ II` 'v:. L 3¢ .4 3y�L£'HaePr 'S33 a �' § ° f;�a'' <k BL I '�:$' F ` a �; S.�I fLa� 38f� gF�p. BLS`NL L �. inlC}ut 148.663 Discount Club ksf 5.81 52%/48% 449 415 864 7.72 480/'(,/52% 551 597 1,148 Discount Club Gas 16 fueling Station positions 22.31 50%/50% 178 178 356 24.57 49%/50% 193 200 393 169.812 Shopping Center ksf (1) , 48%/52% 427 463 890 (1) 52%/48% 640 591 1 1,231 SUBTOTAL 1,054 1,056 2,110 1,384 1,388 2,772 ' Reductions Internal Trips between Discount Club&Gas ' Station —53 —53 —106 —58 —60 —118 Internal trips between Discount Club and ' Shopping Center —85 —93 —178 —128 —118 —246 Pass—by Trips(15% of Oasis Volume) —36 —36 —72 —32 —32 —64 ' Net Total 880 874 1,753 1,:166 1,178 2,344 Notes: ' Internal Trip Percentage between Discount Club and Discount Club Gas Station is 30 percent. Internal Trip Percentage between Discount Club and Shopping Center is 20 percent. Fast Food trip generation included in Shopping Center category ksf=1,000 square feet (1)Trip generation rates for Shopping Center is based on fitted curve equations with development size as the independent variable. 1 . Traffic Addendum—APPENDIX I T.Y.Lin International CCS Redding Oasis Center Table 5-13 Phase IA & IB Intersection Levels of Service ' RENEE, aN .#iy;x�s. , fflffi } [ �a r a E1 z Ex&�vNx3Mx ssr s sEw^ s=xik <�x Eav�s ^,.r$b�sa w{f 8��3 ��3�xa:e #� , #�?�;`a;.,.�� S 3��a��,�;�'x�##b.3 •a�` x� -;��g,.#��€��'�z s.�Rtz� .E � � r Pr�ak`Huu 1Vldday Ix vi i a a SiXtAla s !5 sC `# `�` •i�'.�,z,ss s. x.. Eaa 'a x gg ,' [ a x u5.•'�^Srt as x x sa$"#`asr E t � ebb "1ysstll `I@C111 ��A a p 1 Oasis Rd./Cascade Blvd. Signalized A 7.3 A 8.2 ' 2 Oasis Rd./1-5 SB Ramps Signalized A 9.6 B 11.5 3 Oasis Rd./1-5 NB Ramps Signalized C 34.0 D 53.5 A Oasis Rd./Western Driveway Signalized C 21.2 C 24.2 B Oasis Rd./Eastern Driveway Signalized A 8.5 B 10.8 , 15 Oasis Rd./Churn Creek Rd. Signalized B 10.0 B 14.1 pverall Coordinated System B 16 5 Oasis Rd./Gold Hills Dr. Minor Stop A(C) 1.8 A(B) 2.0 6 Oasis Rd./Akrich St. Minor Stop A(B) 3.6 A(B) 2.5 7 Pine Grove Ave./1-5 SB Ramps Minor Stop A(B) 0.9 A(B) 2.6 ' 8 Pine Grove Ave./1-5 NB Ramps Minor Stop B(C) 10.6 A(B) 7.0 9 Pine Grove Ave./Twin View Blvd. Minor Stop A(B) 5.1 A(B) 5.8 10 Constitution Way/1-5 SB Ramps Minor Stop A(C) 2.8 A(B) 2.4 ' 11 Constitution Way/1-5 NB Ramps Minor Stop A(C) 8.1 A(C) 6.0 12 Constitution Way/Twin View Blvd. 4-Way Stop B(B) 10.3 A(B) 10.0 ' 13 Hawley Rd./Hwy 299 WB Ramps Minor stop E(F) 36.9 B(F) 14.7 14 Hawley Rd./Hwy 299 EB Ramps Minor Stop A(C) 6.6 A(B) 3.9 , C Churn Creek Rd./Northern Driveway Minor Stop A(A) 5.3 A(A) 6.1 Notes: LOS=Level of Service Delay=Average delay for all vehicles passing through intersection,in seconds A(D)=For unsignalized intersections:average LOS for all vehicles at intersection(LOS for most difficult movement) LOS and delay at all ramp-end intersections include movements onto and off of freeway Intersection 4 does not exist under this scenario Traffic Addendum-APPENDIX I T.Y.Lin International I CCS Redding Oasis Center Table 5-14 Phase lA & IB with Mitigation Measure 5-5 ' Intersection Levels of Service �k jz s SSu :.�3 eNaNa 3 ag � r ¢a€ a xzz 8 s am s l d• 3 R,'A ;BEd a-•� €y., y .' ,Sams � � '� flzl`hz.�i v iaFs y!a9a €x ' r 3 Dc[gip$ H mE� ?� k"tx .5�. z4t #3�� ',.:: %�.-f37 h� xa2?F?s8 ' wNK R p xa az m e g x a{� s ,� s r s v e� € n i I '' R .,'-s Li a � �� 9s 'R`3SX s '' � '& .:.E ey,€y:,.. R .rs` ��`e° 4� xs., BS s €Fayt:?�a ? a � & 3 P1YC) ekHbutr rftuirta Midd»i i �711�F ��F�� is a 1sAS ? a ac zs�� a F Ss §Y��G a �1��m�s��ai��i�?� �� g��'�.,a�� g •Y�� , � ��a tt m a'a€ �'�b� z^a u� a.� �� Y , g a& x musI �Sa v aNO a , Hfa } min ,c �[ ...r.. `��.�E a... x. � per.a w'�'•.,,sxt}?,�pc is�s.Fia ,�bS� �:'� � �t. € .O.x.,'.,�, �, � 1 Oasis Rd./Cascade Blvd. Signalized A 7.9 B 10.1 2 Oasis Rd./1-5 SB Ramps Signalized A 7.3 A 7.8 3 Oasis Rd./1-5 NB Ramps Signalized C 32.7 C 24.8 A Oasis Rd./Western Driveway Signalized C 22.4 C 23.3 B Oasis Rd./Eastern Driveway Signalized A 8.5 A 9.2 15 Oasis Rd./Churn Creek Rd. Signalized A 5.2 A 5.2 Overall Coordinated System :B 15 B 14 . ' 5 Oasis Rd./Gold Hills Dr. Minor Stop A(B) 1.7 A(B) 2.0 6 Oasis Rd./Akrich St. Minor Stop A(B) 3.6 A(B) 2.5 7 Pine Grove Ave./I-5 SB Ramps Minor Stop A(B) 0.9 A(B) 2.7 8 .Pine Grove Ave./1-5 NB Ramps Minor Stop B(C) 10.5 A(B) 7.1 9 Pine Grove Ave./Twin View Blvd. Minor Stop A(B) 5.0 A(B) 5.6 10 Constitution Way/I-5 SB Ramps Minor Stop A (C) 2.8 A(B) 2.4 11 Constitution Way/I-5 NB Ramps Minor Stop A(C) 8.0 A(B) 6.0 12 Constitution Way/Twin View Blvd. 4-Way Stop B(B) 10:1 A(B) 9.3 13 Hawley Rd./Hwy 299 WB Ramps Signalized B 12.3 B 11.2 14 Hawley Rd./Hwy 299 EB Ramps Minor Stop A(C) 6.6 A(B) 3.9 C Churn Creek Rd./Northern Driveway Minor Stop A (A) 5.0 A(A) 5.2 Notes: LOS=Level of Service Delay=Average delay for all vehicles passing through intersection,in seconds ' A(D)=For unsignalized intersections:average LOS for all vehicles at intersection(LOS for most difficult movement) LOS and delay at all ramp-end intersections include movements onto and off of freeway ' Intersection 4 does not exist under this scenario Traffic Addendum-APPENDIX I T.Y.Cin International I CCS Redding Oasis Center � y a ti• � N N N IU Ut L4 A UJ J m W G � �C k Ss>.t SS. t ti f Ai_ ri 8, 5 q.J 6 1aiy �' Fs F F my mt at d �u p m fill �r> g Al I tk r t kt ii y N FNN} y (Q qq .ZI if j �.r� T T tp J t1, S "• vC r A ? i� w 9Yt1; _ N 1 a�` iii111 As. oil J A` N N N 8 I k a t p m N N V W A a N W iD W V 5 a Fit}5',{ p m O yy5�� S� Jam'iEi Jam':; � �I �; Ill O y Pill N ��"I f t': ! !• N 1V y � CC age �i- �«ik ( 5 S (S i ld t• i kY nom` ' N < m i� S� ;.Lm m A A OWf O N (AT (mG � .moi N N Cf Of O N {D O W tNp W N tO V O O S ONI N m O m QJ N OI t0 i C O 2 0 0 0 0 0 o O1 °1 Rill HM 2 it E Et n ' Table 5-16 Existing Plus Phases IA & IB with Loop-Ramp Freeway Levels of Service '�°s��•� � � e�� az� �9� � �;,t�`l - �#sar@� � �� z�� 1F.r°tK�sl�l�i1 �Pl�S�T.')ta�S a�'�Sxu� ��£� ,�i a�a� �� a��Ea•a— � �q'�al:a��s�p,,,s k� � a� a�� ^a sS z"s''.Y�¢uaesa�y��a��#�4 a �r ?� � �f .s��af��i: Vx'Stra� a as ark i # �?� /�'a�[4t��i$ ��aa � ' Northbound I-5 on—ramp from Route 273 Weave C 21.2 B 19.5 ' 1-5 bet.Route 273 and Oasis Rd. Weave HCM C 21.2 B 19.5 Weave HDM C N/A B N/A ' Mainline B 16.1 B - 15.1 I-5 off—ramp to Oasis Rd. Weave C 21.2 13 19.5 1-5 on—ramp from Oasis Rd. Merge B 14.3 B 13.2 1 I-5 bet. Oasis Rd. and Pine Grove Ave. Mainline B 12.0 A 10.9 Southbound 1-5 bet.Pine Grove Ave. and Oasis Rd. Mainline B 12.7 A 8.0 I-5 off—ramp to Oasis Rd. Diverge B 15.5 B 10.3 1-5 loop on-ramp from Oasis Rd. Merge B 17.7 B 14.6 1-5 on—ramp from Oasis Rd. Weave B 17.9 B 13.7 I-5 bet. Oasis Rd. and Route 273 Weave HCM B 17.9 B 13.7 Weave HDM * N/A k N/A Mainline B 16.0 B 12.3 ' 1-5 off—ramp to Route 273 Weave B 17.9 B 13.7 Notes: Level of service for I-5 weaving section calculated using HCM weave,HCM mainline,and HDM methodologies *=Weaving volumes out of realm of weaving according to HDM nomograph 1 Traffic Addendum—APPENDIX 1 T.Y.Lin International CCS Redding Oasis Center Table 5-17 Trip Generation for Phase It s"s a: i %, �Ffet x�� i��3R e� �� y� Fs� ��r ��`� ^r a °� sR�� F _ yy�.{� �F , � a �� Alutl �dalRIt �}�hilt�e it� i# a�Y .�.t, ... �:. �.n ,€��i4��a�e;?a � .n+�ay�awlWNW Phase 11 Shopping Center 600.0 ksf (1) 48%/52% 983 1,065 2,048 (1) 52%/48% 1,456 1,344 2,800 12 fueling Gas Station positions 14.56 51%/49% 89 86 175 17.33 51%/49% 106 102 208 Discount Club 250.0 ksf 3.80 490/o/51% 466 485 951 6.46 49%/51% 791 824 1,615 Subtotal 1,538 1,636 3,174 2,353 2,270 4,623 Reductions Internal Trips bet. shopping center and gas station -27 -26 -53 -32 -31 -63 Internal Trips bet. shopping center and discount club -93 -97 -190 -158 -165 -323 Subtotal -120 -123 -243 -190 -196 -386 Phase 11 Net Total 1,418 1,513 2,931 2,163 2,074 4,238 Phase IA& IB Discount Club 148.663 ksf 5.81 521/o/48% 449 415 864 7.72 48%/52% 551 597 1,148 16 fueling Discount Club Gas Station positions 22.31 50%/50% 178 178 356 24.57 49%/51% 193 200 393 Shopping Center 169.812 ksf (1) 48%/52% 427 463 890 (1) 52%/48% 640 591 1,231 Subtotal 1,054 1,056 2,110 1,384 1,388 2,772 Reductions Internal Trips bet.Discount Club and Discount Club Gas Station -53 -53 -106 -58 -60 -118 Internal trips bet. Discount Club and Shopping Center -85 -93 -178 -128 -118 -246 Subtotal -138 -146 -284 1 -186 -178 -364 Phase IA&IB Net Total 916 910 1,826 1,198 1,210 2,408 Pass-by Trips(15%of Oasis Volume) -36 -36 -72 -32 -32 -64 Phase lA& IB and Phase II Total 2,298 2,387 4,684 3,32913,2521 6,582 Notes: r Internal Trip Percentage between Phase IA&I13 Discount Club and Discount Club Gas Station is 30 percent. Internal Trip Percentage between Phase IA&IB Discount Club and Shopping Center is 20 percent. Internal Trip Percentage between Phase II Shopping Center and Gas Station is 30 percent. Internal Trip Percentage between Phase II Shopping Center and Discount Club is 20 percent. ksf=1,000 square feet (1)Trip generation rates for Shopping Center is based on fitted curve equations with development size as the independent variable. Traffic Addendum-APPENDIX I T Y.Lin International I CCS Redding Oasis Center ' Table 548- 2012 Plus Phases I & II ' Intersection Levels of Service Fait a r . 1:t� l 4n� �2, 4 10§ 4 Erb 4as 1� ; z .. k a �F'$?£ „�,� ?€ �° ,,";xI� £r� a ? t .,�a� 'z kk ':;Fxars3 q de e•,.,xu 2?�i �e ��v'yF� tg•,��3�� s��ga�� z. � �� ,.��9•��3�F `;� r]�`3][�$A� E!T" 4�� q��: �. � ��. �> � ��'��v,�� .r�"x� R�pa�: E � �i s� 5 itis. �t�2��,�£•la F��4fR<a��G`�`. s s'ai,uw"' F �.k ��£ I Oasis Rd./Cascade Blvd. Signalized B 12.5 B 18.6 2 Oasis Rd./1-5 SB Ramps Signalized B 16.6 C 23.4 3 Oasis Rd./1-5 NB Ramps Signalized F 294.1 F 449.0 A Oasis Rd./Western Driveway Signalized F 113.7 F 315.3 B Oasis Rd./Eastern Driveway Signalized B 12.5 D 36.0 15 Oasis Rd./Churn Creek Rd. Signalized B 18.3 C 28.1 Overall Coordinated System E 72 F 105 5 Oasis Rd./Gold Hills Dr. Minor Stop A(D) 3.3 A(E) 4.9 6 Oasis Rd./Akrich St. Minor Stop A(C) 4.6 A(C) 3.2 ' 7 Pine Grove Ave./1-5 SB Ramps Minor Stop A(B) 1.0 A(B) 2.7 8 Pine Grove Ave./1-5 NB Ramps Minor Stop B(C) 13.8 A(B) 7.3 ' 9 Pine Grove Ave./Twin View Blvd. Minor Stop A(B) 6.0 A(B) 6.7 10 Constitution Way/1-5 SB Ramps Minor Stop A(D) 3.2 1 A(C) 2.3 11 Constitution Way/1-5 NB Ramps Minor Stop C(E) 15.2 A(C) 7.8 12 Constitution Way/Twin View Blvd. 4-Way Stop C(C) 16.8 C(D) 19.7 13 Hawley Rd./Hwy 299 WB Ramps Signalized B 14.4 B 11.8 ' 14 Hawley Rd./Hwy 299 EB Ramps Minor Stop A(C) 7.7 A(B) 4.3 C Churn Creek Rd.'/Northern Driveway Minor Stop A(A) 5.6 A(A) 5.6 ' Notes: LOS=Level of Service Delay=average delay for all vehicles passing through intersection,in seconds A(D)=For unsignalized intersections:average LOS for all vehicles at intersection(LOS for most difficult movement) LOS and delay at all ramp-end intersections include movements onto and off of freeway Intersection 4 does not exist under this scenario Traffic Addendum-APPENDIX I T.Y.Lin International I CCS Redding Oasis Center Table 5-19 2012 Plus Phases I & I1 With Mitigation Measure 5-7 Intersection Levels of Service 111" WIN IM, 0. ._, �� L &�' ,• ,• M"� � ��.. �r i6�Y��Y��e�r�'a.� �•x��3s. •� `�, � �•�$�� i°�I' .�u' .i�i.�• .. ��..a+a.c a'n«,1e� ;�w�..��.,� r. .��.��..rF�f�d 1 Oasis Rd./Cascade Blvd. Signalized B 10.2 B 15.0 2 Oasis Rd./1-5 SB Ramps Signalized A 8.9 B 14.9 3 Oasis Rd./1-5 NB Ramps Signalized B 15.0 C 26.7 A Oasis Rd./Western Driveway Signalized - B 18.7 C 25.2 B Oasis Rd./Eastern Driveway Signalized B 16.0 C 25.3 15 Oasis Rd./Churn Creek Rd. Signalized B 15.1 C 20.6 Overall�Coordtriated System ;,B 1`4 B 20 5 Oasis Rd./Gold Hills Dr. Minor Stop A(D) 3.3 A(E) 4.9 6 Oasis Rd./Akrich St. Minor Stop A(C) 4.6 A(C) 3.2 7 Pine Grove Ave./1-5 SB Ramps Minor Stop A(B) 1.0 A(B) 2.7 8 Pine Grove Ave./I-5 NB Ramps Minor Stop B(C) 13.8 A(B) 7.3 9 Pine Grove Ave./Twin View Blvd. Minor Stop A(B) 6.0 A(B) 6.7 10 Constitution Way/I-5 SB Ramps Minor Stop A(D) 3.2 A(C) 2.3 11 Constitution Way/1-5 NB Ramps Minor Stop C(E) 15.2 A(C) 7.8 12 Constitution Way/Twin View Blvd. 4-Way Stop C(C) 16.8 C(D) 19.7 13 Hawley Rd./Hwy 299 WB Ramps Signalized B 12.3 B 11.3 14 Hawley Rd./Hwy 299 EB Ramps Minor Stop A(C) 7.7 A(B) 4.3 C Churn Creek Rd./Northern Driveway Minor Stop A(B) 3.6 A(B) 4.5 Notes: LOS=Level of Service Delay=average delay for all vehicles passing through intersection,in seconds A(D)=For unsignalized intersections:average LOS for all vehicles at intersection(LOS for most difficult Viovement) LOS and delay at all ramp-end intersections include movements onto and off of freeway Intersection 4 does not exist under this scenario Traffic Addendum-APPENDIX I T.Y.Lin International CCS Redding Oasis Center - r rr �r a ■r r ■r �r �r ar r� r� a� m� er r� r r r � a Oy A V m m n m A m t7 m L7 m m y m m d O pp11 tWu ua tp� itt �3�Gy�� < C N tll O b W � s A� £ ' � W �p Qm� tp ttj�f ( 5O A N O O N 'OVY tSh�.I V tp C 11 yp pp 5.i N � A T SL < N 114 y}. tyv fmJ • - ��iter�y A A (NJ V V ' Pil A p Ill�...piii �y to d v is rc S s e' FS F. w is uo eo m ��r,N, O P� H r x f3 f3 a'� I:t r� �y S m o $ $ N ic st • _g m 0 0 ppb opo [n Ctt ik�3 p< O fVJI N N O ! O O ri ni 4 ti- TS � FF < a Is v "d Yd' o0 3 0 °i O1 y T ri2 CG ' 81 pal Q n Table 5-21 2012 Phases I& II Conditions Freeway Levels of Service r �, ARM ka M�0 :A ?i t @ � P> clUltx � � &�rx r a LUS bens�ty S k0 IT nVty� x"._.. r n Northbound I-5 on—ramp from Route 273 Weave D 31.7 D 33.8 ' I-5 bet.Route 273 and Oasis Rd. Weave HCM D 31.7 D 33.8 Weave HDM D N/A D N/A Mainline C 21.4 C 22.2 1-5 off—ramp to Oasis Rd. Weave D 31.7 D 33.8 1-5 on—ramp from Oasis Rd. Merge B 17.4 B 17.0 1-5 bet. Oasis Rd. and Pine Grove Ave. Mainline B 14.6 B 13.8 Southbound ' 1-5 bet. Pine Grove Ave. and Oasis Rd. Mainline B 15.4 A 10.7 1-5 off—ramp to Oasis Rd. Diverge B 18.8 B 14.2 1-5 loop on-ramp from Oasis Rd. Merge C 24.9 C 23.6 1-5 on—ramp from EB Oasis Rd. Weave C 24.6 C 21.5 1-5 bet.Oasis Rd. and Route 273 Weave HCM C 24.6 C 21.5 Weave HDM * N/A * N/A Mainline C 21.6 C 18.8 1-5 off—ramp to Route 273 Weave C 24.6 C 21.5 Notes: Level of service for 1-5 weaving section calculated using HCM weave,HCM mainline,and HDM methodologies ' *=Weaving volumes out of realm of weaving according to HDM nomograph 1 Traffic Addendum—APPENDLY I T.Y.Lin International I CCS Redding Oasis Center Table 5-25 Long—Term Project Trip Distribution �"` P; r ti �rx8ma ta gg�is`t 'F ¥� 3fa ilk 3r ��z �e@a�m' >u IRWIN East on Oasis Road 8 West on Oasis Road 10 North on 1-5 11 South on 1-5 39 North on Twin View Boulevard 4 South on Twin View Boulevard 5 South on Gold Hills Drive 1 North on Cascade Boulevard 3 North on Churn Creek Road 5 South on Churn Creek Road 12 North on Akrich Street 1 South on Akrich Street 1 TOTAL 100 Traffic Addendum-APPENDIX 1 T.Y.Lin International CCS Redding Oasis Center Table 5-26 Cumulative Plus Project Intersection Level of Service RAOasis !Rd./ z !Driveway �� t� 1 : 4 ,. , 3 $� �t s T, �` 4 0, # e g;? �t 111 111 A 1 C t }PC �.fi� aq '� ?:� r« �1E!!ti'. �1 � €x.e,,�:: ...iCasca . Signalized E 67.2 E 74.3 i1-5 SBs Signalized B 11.3 B 14.2 iI-5 Ns Signalized C 42.7 E 77.3 iWesteway Signalized E 62.8 F 82.6 B Oasis Rd./Eastern Driveway Signalized C 23.4 C 29.8 15 Oasts Rd/Chum Creek Rd Signalized F 184.2 F 186.6 Overall Coordinated System D 50 E 59 5 Oasis Rd./Gold Hills Dr. Minor Stop F(F) 1105.4 F(F) 761.6 ' 6 Oasis Rd./Akrich St. Minor Stop F(F) 1940.8 F(F) 1402.5 7 Pine Grove Ave./1-5 SB Ramps Minor Stop A(E) 4.7 F(F) 133.3 8 Pine Grove Ave./I-5 NB Ramps Minor Stop F(F) 138.9 F(F) 244.1 9 Pine Grove Ave./Twin View Blvd. Minor Stop B(D) 11.2 F(F) 69.4 10 Constitution Way/1-5 SB Ramps Minor Stop A(F) 7.1 B(F) 11.7 I 1 Constitution Way/I-5 NB Ramps Minor Stop F(F) 122.7 F(F) 84.9 12 Constitution Way/Twin View Blvd. 4-Way Stop F(F) 129.9 F(F) 276.8 i 13 Hawley Rd./Hwy 299 WB Ramps Signalized B 19.3 C 23.2 14 Hawley Rd./Hwy 299 EB Ramps Minor Stop F(F) 233.1 F(F) 183.4 C Churn Creek Rd./Northern Driveway Minor Stop A(F) 9.8 D(F) 34.2 ' D Churn Creek Rd./Southern Driveway Minor Stop F(F) 54.4 F(F) 1882.8 Notes: LOS=Level of Service A(D)=For unsignalized intersections:average LOS for all vehicles at intersection(LOS for most difficult movement) Delay=average delay for all vehicles passing through intersection,in seconds LOS and delay at all ramp-end intersections include movements onto and off of freeway Intersection 4 does not exist under this scenario a Traffic Addendum-APPENDIX I T.Y.Lin International CCS ' Redding Oasis Center r} Table 5-27 Cumulative Plus Project With Mitigation Intersection Level of Service ....... � arzr111 5 n ,� �' x flY a :¢ D$`£ F.t� ��YR r>• $& A 'C e `'*a X3;�ax £ $ .i. `�`1§ %i33>•7�t{�l�iiaa i �a.a "M ZMA"'"` s1 �8CLN3riL i��a�� arF "a g7ti}1�� m .. O a r �IJSJ` t § .<� .`;a@ 3..: € :iBaiH t,^,'�n.. .Fs4€.a< 4asbS Y3 z:} 8F:..�+,� of. 1 Oasis Rd./Cascade Blvd. Signalized B 16.2 B 17.4 2 Oasis Rd./I-5 SB Ramps Signalized A 8.6 B 10.3 3 Oasis Rd./1-5 NB Ramps Signalized B 18.0 C 22.9 A Oasis Rd./Western Driveway Signalized C 23.2 C 28.2 B Oasis Rd./Eastern Driveway Signalized C 21.0 C 25.3 15 Oasis Rd./Churn Creek Rd. Signalized C 24.4 C 34.5 Overall Coordinated Systerrt = B 16 C 21 5 Oasis Rd./Gold Hills Dr. Signalized B 16.7 A 8.1 6 Oasis Rd./Akrich St. Signalized C 23.3 C 20.7 7 Pine Grove Ave./1-5 SB Ramps Signalized B 11.9 B 18.8 8 Pine Grove Ave./1-5 NB Ramps Signalized B 18.6 C 22.8 9 Pine Grove Ave./Twin View Blvd. Signalized B 14.8 B 18.3 10 Constitution Way/I-5 SB Ramps Signalized B 13.4 B 13.9 11 Constitution Way/1-5 NB Ramps Signalized B 16.4 C 23.7 12 Constitution Way/Twin View Blvd. Signalized C 25.7 C 27.5 13 Hawley Rd./Hwy 299 WB Ramps Signalized B 10.5 B 17.4 14 Hawley Rd./Hwy 299 EB Ramps Signalized B 19.1' C 20.9 C Chum Creek Rd./Northern Driveway Signalized B 13.1 B 15.5 D Churn Creek Rd./Southern Driveway Signalized A 6.6 B 11.4 Notes: LOS=Level of Service A(D)=For unsignalized intersections:average LOS for all vehicles at intersection(LOS for most difficult movement) Delay=average delay for all vehicles passing through intersection,in seconds LOS and delay at all ramp-end intersections include movements onto and off of freeway Intersection 4 does not exist under this scenario Traffic Addendum-APPENDIX I T.Y.Lin International CCS Redding Oasis Center �, r rr rs r rr r� ® r rr r rr ri rr rs r ar r �r rr A y � a � tT A W O IJ IJ t0 O W > tJ Z;4 A .O tp0 tU0 3'� W N N m < H U ii fii:mow 2 0 o c a o Er gF D m v irr, �v i 2DDC 'PP3 ffi ppff t r F iii S.� S,S eD g D N N N W T q. to A A n 00 a � o PiN UQ ptil il pp 00ff 00DD �p �SOp p� S�pp 0m� < 'ti A _ m b y 22 O O S .i,vr:k'(i til O U O N 1• I'S p m j Y N pp C co O � O N �,• S� � � 1�: � � fi m p J V N INO N t0 r N N r _ �bb4 ��S O QS U U A J W r W W Oo S J 2 O O O O O O Of Ol ZR ,t A O A n Table 5-29 Cumulative Plus Project ' Freeway Level of Service a z ash�e� � �E ��';?� ma $a,(�>>� S t� i�r«aEl i �`£� £ i&�--£� x x m ASg��^�e�T' ,��s dax3��-_ y�y yyaya�. /�r� .:a■�� yy•(ar�:�/�yp�r �` 1�z �� A f � iS ��'3� i €�3.& .a�•E\`.�EE.r �E�Y?g Cyg4�uEL 1 YI � E,� h\i Csu�lu�l�tlye.��M �lpaject �Ai g ��x� ��. a „�ac�£ E �£ s� �`�$s�r ��bd >�$�saAz 3 :. '�k �2v<R3,3 x��a�r �s�y a�� > 7�,�isp ' I'X n 3s4t sE? �s x ¢ A •. s i�� Eaxr..�£ -:�`y��F'xU,sr�.�cEx�`xe�#�� L"E£cg��x�.�i�>`��y?��'�E5 ab�"��E�"�"a3 3x� ��r$ `�S�7,ii"'Jl��111.��1t�� '�:�`'��fti7�ta Ed•Y� ��.: F��. Eal F'�"v�1: �'P'�,3�C ��38�ex c' � � 3 �'� 3�\ A^ '�Y 4x�� '��g.�& Yr� &�.G... 'S?'.£fi4 �` L'. F 1 £.ff "c'F4 3•`d v. ` .rBe,'Y�$ysrr ' .tyE. xfs�.y£Eia1QvilCll�',s { + r'' tCi15� y � 0•�!' Northbound 1-5 on—ramp from Route 273 Weave E 36.6 F 43.1 1-5 bet.Route 273 and Oasis Rd. Weave HCM E 36.6 F 43.1 Weave HDM E N/A E N/A Mainline C 23.7 D 26.6 1-5 off—ramp to Oasis Rd. Weave E 36.6 F 43.1 1-5 on—ramp from Oasis.Rd. Mere B 18.6 B 18.8 1-5 bet.Oasis Rd.and Pine Grove Ave. Mainline B 15.5 B 15.7 Southbound 1-5 bet. Pine Grove Ave.and Oasis Rd. Mainline B L4.7 B 11.2 1-5 off=ramp to Oasis Rd. Diverge B 18.0 B 14.8 1-5 loo on—ramp from WB Oasis Rd. Mere C 25.3 C 24.9 1-5 on—ramp from EB Oasis Rd. Weave D _31.2 C: 26.3 I-5 bet. Oasis Rd.and Route 273 Weave HCM D 31.2 C 26.3 Weave HDM D N/A C N/A Mainline C 24.7 C 21.4 ' I-5 off—ramp to Route 273 Weave D 31.2 C 26.3 Notes: ' Level of service for I-5 weaving section calculated using HCM weave,HCM mainline,and HDM methodologies Traffic Addendum—APPENDIX 1 T.Y Lin International CCS ' Redding Oasis Center Table 5-30 Cumulative Plus Project With Mitigation Freeway Level of Service ' ,- '3 \'ea'�ad\�i,3�" 1 3�k. ,a .� \' 'a°@`�'S4a r r• r �" a•u E. a tryy /�.y r+•��p n�•rA pGs�a�r 3✓�.... �� "'�\b�� ;��"��t��d•�S i�� f\�� S`3 iC M`•a�Y.�{�1t�A � ��•�� :q��V��1f4�T�acY��rM� A �'a�3Y•-, ��•F'�� a:'�� p�` � ��a��Sa e g�. ,a,� �� `�,�'a� ,� �-�q`� t.'@� F'�� r��l�� ear �ga$�x.� sa.t'"�, �,� res��'E�' s,.:: _. �1�1.`E 4�� 'S�a�1L d€,�1� '�iM' 3 �` �R Sl`h� A' g..F"�$`� "1 �E�E�N '��,'Yy��`�'k.d � i7 +k i h T •"a rY,E . '� 'a r ��C-a � e��i,�s�`�'�\ g��"� .� a�� •��.F�£�� a +e t z, tide=�a�€"r�=gw�'t., y�i `�� Z101 + �� s `� k'��s'�•3 Fr��,�..��.�.��s��Sfi �� Y:.$�� ,�'�'�,�"�n:�s'�pzp��'� � - � gym. � F # � Sitl� _. rIli s:k,:..:J a�..,� �'�.s�r•..'��u Northbound 1-5 on—ramp from Route 273 Weave B 19.4 C 24.2 I-5 bet. Route 273 and Oasis Rd. Weave HCM B 19.4 C 24.2 Weave HDM B N/A C N/A Mainline B 13.5 B 15.0 I-5 off—ramp to Oasis Rd. Weave B 19.4 C 24.2 Southbound 1-5 on—ramp from EB Oasis Rd. Weave C 22.2 B 18.8 1-5 bet. Oasis Rd.and Route 273 Weave HCM C 22.2 B 18.8 Weave HDM C N/A -B N/A Mainline B 18.0 B 15.7 1-5 off—ramp to Route 273 Weave C 22.2 B 18.8 Notes: Level of service for I-5 weaving section calculated using HCM weave,HCM mainline,and HDM methodologies Mitigation for northbound I-5 requires widening the weaving section to 5 lanes Mitigation for southbound I-5 requires widening the weaving section to 4 lanes Traffic Addendum—APPENDIX 1 T.Y.Lin International CCS Redding Oasis Center i i 1 1 1 t Appendix 2 Traffic Analysis for Alternative 3 i 1 1 f —, "� a --. x '='# j ,.; i I � ��i 'r —� '_'� '-� a ..� I i I j -- �� ..-. a ,� ' ^-t , ; —� .-. TYLININTERNATIONAL I CCS i APPENDIX 2 Traffic Analysis for Alternative 3 - Reduced-Density Alternative Redding Oasis Center EIR INTRODUCTION This traffic technical memorandum summarizes the potential traffic impacts of the Reduced Density Alternative (Alternative 3) of the proposed Oasis Center Project. Alternative 3, as described in Section 2.4 of the DMEIR (page 2-5), proposes to reduce both Phase I and Phase II of the Project's density to a Floor Area Ratio (FAR) of 0.25. The memorandum summarizes the methodology, results and recommendations associated with proposed Reduced Density Alternative(Alternative.3). The analysis contained herein includes all updates to values and methodologies as agreed upon by Caltrans. The values/methodologies are described in detail in Appendix 1 (Traffic Study Addendum). ' PROJECT DESCRIPTION Alternative 3 proposes to develop a mixed-use project consisting of 847,000 square-feet of commercial development and a 60,000 square-feet multiplex theater (total 907,000 square-feet). Alternative 3 proposed to be constructed in two phases with Phase I(2006) consisting of 250,000 square-feet of shopping center and a 60,000 square-feet multiplex theater located south of Oasis Road. Subsequent Phase II (2012) would consists of 597,000 square-feet of shopping center use of which, 277,000 square-feet would be located south of Oasis Road and 320,000 square feet north of Oasis Road. TRAFFIC ANALYSIS Table 1 summarizes the estimated trip generation for Alternative 3. As can be seen, Phase I of the proposed Project Alternative is estimated to generate a total of 1,373 (693 in and 680 out) weekday PM peak hour trips and 1,774 (975 in and 799 out) Saturday midday Peak hour trips. Phase 1+1I of the Project Alternative is estimated to generate a total of 2,796 weekday AM peak hour trips (1,376 in and 1,420 out) and 3,695 Saturday midday peak hour trips (1,974 in and 1,721 out). Table 2 shows the trip distribution pattern used for trip assignment. Appendix 4 includes TRAFFIX output summarizing detailed traffic forecasts components including existing volumes, background growth and added project trips. Alternative 3 Analysis—APPENDIX 2 Page I of 4 Redding Oasis Center TYLININTERNATIONAL I CCS As part of Alternative 3-Phase I, roadway improvements will be constructed to accommodate ` estimated traffic demand. They include: r. Oasis Road and Cascade Boulevard - Signalize the intersection and widen the southbound approach to provide one exclusive left-turn lane and one shared through/right-turn lane. Oasis Road and I-5 Southbound Ramps — Signalize the intersection and provide the eastbound approach with one through lane and one free-flow right-turn lane. The southbound on—ramp shall be widened to provide approximately 300 feet of merging distance for a two—to—one lane merge followed by a 50:1 taper to accommodate the free-flow right-tum movement from eastbound Oasis Road. I-5 Southbound Loop-Ramp — Construct a one-lane southbound loop-ramp from westbound Oasis Road to I-5 Freeway. Oasis Road and 1-5 Northbound Ramps'— Signalize the intersection and widen the northbound off-ramp to provide one shared left/through lane and one free-flow right-turn lane. Widen the westbound approach and provide one through lane and one exclusive right-turn lane. ' Twin View Boulevard—Realign Twin View Boulevard(north of Oasis Road) to connect with the Project Driveway serving Phase I site located south of Oasis Road. The intersection would be signalized. The northbound approach would provide one exclusive left-turn lane and one shared through/right-turn lane. The southbound approach would provide one exclusive left-turn lane and one shared through/right-turn lane. The. eastbound approach would provide one exclusive left-turn lane, two through lanes and one exclusive right-turn lane. The westbound approach would provide one exclusive left-turn lane, one through lane and one shared through/right-turn ! lane. y, Oasis Road and Eastern Project Driveway — The new intersection would be signalized and the northbound approach would provide two exclusive left-turn lanes and one exclusive right-turn lane. The eastbound approach would provide two through lanes and one exclusive right-turn lane. The westbound approach would provide one exclusive left-turn lane and two through lanes. Oasis Road and Churn Creek Road — The intersection would be signalized and the northbound approach would provide one shared left/right-turn lane, the eastbound approach would provide one through lane and one exclusive right-turn lane and the westbound approach,would provide one shared left/through lane. Figure 1 illustrates the proposed roadway improvements described above. Based on the forecast parameters described, Phase I and Phase I+II trips were assigned on the J local area Traffix model network for analysis. Figures 2 and 3 illustrate the 2006 Plus -, Alternative 3-Phase I intersection and freeway volumes, respectively. Figures 4 and 5 illustrate the 2012 Plus Alternative 3-Phase 1+11 intersection and freeway volumes,respectively. La Alternative 3 Analysis—APPENDIX 2 Page 2 of 4 Redding Oasis Center u IMPACTS AND MITIGATION MEASURES 2006 Plus Phase I Conditions Tables 3 and 4 summarize the intersection and freeway level of service results for 2006 Plus Alternative 3-Phase I conditions, respectively. As can be seen, with the proposed roadway improvements shown on Figure 1, all intersections and freeway locations are expected to operate at acceptable levels of service. However, as requested by Caltrans, the following approaches (legs) at the interchange ramp termini intersections would operate at level of service D or worse: ❖ EB approach of Oasis Road/I-5 NB on ramp at LOS D both in weekday PM peak and Saturday midday peak. Table 5 summarizes the storage/queue results under 2006 with Alternative 3-Phase I traffic. No significant queuing impacts are expected. Please note that the values/methodologies used for Synchro/SimTraffic analysis as described on page 1 and the additional conservative assumptions for Mitigation Measure (MM) 5-5 as listed on page 3 of Appendix 1 were used in the Alternative 3 Phase I analyses. 2012 Plus Phase I+II Conditions Alternative 3-Phase I+ll Project traffic volumes were assigned onto the 2006 roadway network shown in Figure 1. Based on the results of the analysis, additional improvements were determined in order to accommodate Phase I+II traffic volumes. The following lists the additional improvements recommended: Twin View Boulevard — Realign Twin View Boulevard north of Oasis Road. to connect with Churn Creek Road north of the property boundary. This is consistent with the recommendation described in the preferred Project contained in the EIR. Oasis Road/I-5 Interchange -Widen Oasis Road Overpass and provide the following: At the Northbound Ramps, provide the eastbound approach with, one exclusive left-turn lane and two through lanes and provide the westbound approach with two through lanes - and one exclusive right-turn lane. :• At the Southbound.Ramps, provide the eastbound approach with two through lanes and one exclusive right-turn lane. Provide the westbound approach with two through lanes. Westbound to Southbound I-5 movement will be served via the Loop-ramp which would provide one through lane and one shared through/right-turn lane in the westbound approach. Alternative 3 Analysis—APPENDIX 2 Page 3 of 4 Redding Oasis Center TYLIN INTERNATIONAL NAL I CSS Due to its close proximity to the interchange, Cascade Road would also be improved to provide one shared through/left-turn lane and one exclusive right-turn lane in the westbound approach. r. a Tables 6 and 7 summarize the intersection and freeway level of serviceresults respectively. Table 8 summarizes the storage length and queuing impact results. The values/methodologies used for Synchro/SimTraffic analysis as described on page 1 of Appendix 1 were used in the Alternative 3 Phase I&lI analyses. With the addition of improvements listed above, all intersections,and freeway locations are expected to operate at acceptable levels of service. As requested by Caltrans, the following approaches (legs) at the interchange ramp termini intersections would operate at level of service D or worse: ' e• SB approach of Oasis-,Road/1-5 SB on ramp at LOS D both in weekday PM peak and Saturday midday peak. NB approach of Constitution/I-5 NB on ramp at LOS E in weekday PM peak. ; SB approach of Constitution/I=5 SB on ramp at LOS E in weekday PM peak. CONCLUSION The Reduced Density Alternative (Alternative3} of the proposed Project is expected to.generate significantly less trips during the weekday PM peak hour and Saturday midday peak hour as —' compared to the preferred Project. Roadway improyements associated with Alternative 3 as described herein, are also significantly less as compared to the preferred Project. Based on the analysis results shown, it can be concluded that Reduced Density Alternative would have less traffic impacts on the surrounding roadway system as compared to the preferred Project. t a w 11 I d r.l Alternative 3 Analysis—APPENDIX 2 Page 4 of 4 Redding Oasis Center w" r ,M m ism low ;fes w '# an M CD 1 - UQ mLn O vmt 80 m OM N // m G) + r n O n -I rn / Z m�. m ----- z m 0 -. ,.• L4 m z 0 D O `^,�`^" ............._.._._...._...._...�._._..._. Z —- _._.. ._ ...__-� _---- I .. .b-rp D ..� x m m c� N;0 DZ O Om mO1 \ a A m/—. � -a A r (n r M 00 \ _ 'D� �� g D=am / \ f I r D--I GD')� -I \v / DC cm, 0 C a; Q,C I Z M rm 1 \� m z Z o Z I I 0 C y )r t" + -�03Z11VNId lON 1N3WN tl1 m \ TWIN VIEW8OULEVARD M m A 'l �I >C= DtlVA3'1(t08 MMA NIAAL 1 ` m;0 D� Z Zm Z C - In cn 1 D OD n m a 1 > iO D m ;0 \ 1 a rOn� n pO \ 1 Z N ro = \ \ D 0 E/);0 \ C r O0 \ , fM C °oto••....., ___ �„z 1 �;� \ , Ln 1 A D \ m 11r (n_LU (fir \ m O'+mi. O 0 O U 0 Z NZ NZ Z \ \ 0ct \ \ Ile 0 O !iD I -r r f' r _A0 > m Z C D1 M m 0 \�O _N O Z D r Figure 1 Alternative 3 Phase I - Reduced Density Alternative Conceptual Lane Configurations Source: TY Lin/CCS Planning and Engineering Pim Grova Ave. . 8 7 9 m umnCNI _ a. 2 J M F r6 J_ N R-165(153) NN 4-439(406) 4-330(259) snea a C4Leke _ Gir e�' �j 7ti 29 22 f _1--_- a Project G°°h - Oasis ( ) Oasis r 457(544) s� Site 21(19)-� t 285(284)-i ! t C S i 295(268)-►,D N C 226(267) 8(2)� - a `-• - v o N BUCKEYE �Rd. i 7sx 01, @ v U G *-125(136) 4--191(255)G 11Z Oasis ♦"627(711) 10(11) Oasis ' 13 90(48)-� 7 t r 3797(286)) 324(383) 324(383)--op-324(383)--op- � N w ea +a: NN o m J m N 1 N r � r N to n 6 7 m 8 e 9 �Mv v0t G MN r. `�0(i) rn CO 4-164)203 o c m 4-398(261) 18 21 M 0 3 4--33(30) r ,jr-43(43) ) /c j � Ir 30(73) z 4-91(74) j ~ �[-0(1) ) Oasis Pine Grove = Pine Grove Pine Grove 12(13) t 80(85)--f E 28(33) E '7 t r 40(25) *1 t f" 280(183) N 228(198)-y 93(84) 02 N44(23)--Iol 0 0 51(26)1 v (D N m N 00 54(62)1 Y M r Z 00 Q N � CO 10 E 11 a 12 ,;, 13 ' N v N c °° c 11(12) :-J rn m I.9(4) er°o ani m 4-271(186) R 39(33) N;v 4-67(55) I _ 4-1(1) Aj 1 LA143(77) z 4-256(172) 8(18) ♦ 102(109) ♦ _ Constitution lConst�it/ution Constitution Hwy 299 WB On Hwy299 WB Of 2a a 25(165 8(96)cm 42(38) '1 t f' 83(131)-$ t r' 1 t 215(184) v N 90(36) rt n'm rn m m 165(98)-X s v rn (D N co Z O n M 14 N 15 A B N 3 h 0)w 5 C14 M:m N C N VL 18(22) LA 4-209(306) NJ N N 4 ,581(718) 4-373(474) ♦ 25(35) / j 4 pr 41(48) $C-42(59) Hwy 299 EB OR Hw 299 EB On Oasis Oasiss OASIS 227(105)-$ t 414(295)-- 21(19)-0 1 t fW 572(506) 1 p(p),♦ 162(228) ^ 773(811) 270(380)-y 424(336)1 125(197)7j o: € M v N L N N N M (D (� W N Legend •2 Study Intersection 11(4) Weekday PM(Saturday Midday) Figure Peak Hour Volumes Redding Oasis Shopping Center 2006 Plus Altemative 3 Phase I 2 Weekday PM &Saturday Midday Peak Hour Volumes TYLIN INTERNATIONAL ICCS c:\02040\exhibits\alt 3 memo\fig 2.fh10 N 401 Pine Grove Ave. ` 7 i m 3 S . . c 2097(1307) 1979(1761) a 187(239) 215(190) 457(544) r 3j YbF$ �a1 ks 2 CL J f 3 T at. 228(269) Ola 03. _ . Mizz r. 853(866) �1 2595(1881) 2617(2437) Pr 'ect m , $1 469(374) 438(342) ` I i '-1 I Legend 160(130) PM Peak(Saturday Midday) Figure Peak Hour Volumes I Redding Oasis Shopping Center 3 2006 Plus Alternative 3 Phase 1 Freeway Traffic Volumes `J i T•YLININTERNAMONAL CCS r cA02040\exhibits\alt 3 memo\fig 3.th10 L I� - Plna Grova Ava. 8 7' 9 I m2 Umlt (_7 2 cD m SS c0 Cl) N M SftasW, City Laka G'l�. I �L (6 J N1 to N •434(371) N C", 216(212) 4--587(576) 32 24 $ Project � S % Oasis ( ) Oasis i 790(978) 2° se 23(22) t 409(450) t p 389(385)-o 251(296) BUcKEY� �aa. B75 I 8(2)71m to V m 0 - U 2 •- � Vaatx sC i ..as 3 5 ti 00 �2 z *L 238(276) 4-274(371) vy 1097(1290) 11(12) g Oasis Oasis cA5 13 100(53)-$ t to 486(354)--► � �I ae 120(112) 541(692)--lo, to CR ,� o m Dorn vCn 2 " °) 0 a 6 7 $ E 9 3 R- 04 2(4) My—EDo � -vr c 10-0(1) 44-231(297) o M m *-455(306) ro 20(23) C21!P 0 3 f-37(34) A-48(48). I�34(82) 1-113(99) A)j t~ or-0(1) Oasis Pine Grove RPine�G/rove RPine Grove 20(23) _ t 101(111)�� 31(37) '1 t f 44(28) '1 t f' 253 220 116 (3 _ 365(270) M n^ ( ) ( 0)� W v N 49(25)� 6 rn o 63(37) .4 r `�to O O11� N M 72(86) N v T V N 'It m m r to r N Z N Q in L9 V 10 E 11 E 12 N�, ,3, 13 _� MF( c2 > 12(13) uim m 10(5) NOM m �-328(241) 0 43(37) �N� 3 �--74(61) �N 19 158(85) z �-311(225) J ~ Ar'8(20) � 113(121) Constitution RConstiittution Ir Constitution Hwy 299 WB On Hwy299 WB Ott 273(219) i' 47(42} '1 t f' 116(181)-$ V) t 1 t 353(107) 0 263(240) ,� 100(40) N m N c �o�2 184(109) rn�o aM io m m rn 71 rn m ao rn Z o 0 0 N N r r S V 14 15 A B �, � 3 �� V r NMI ��O IN i _01 o v �C-7(12) _mr'Gt 0 27(41) �__M v 22(32) Ir4-295(43-33(47)0) #j j 54(67)57) 1 04 69(96)6) ' Hwy 299 EB Off H 299 EB On Oasis Oasis /is Oasis 252(116)-$ t (W 95(109)-$ W) t (W 171(254)-$ V) t rw 137(203)-$ t 0(0)"* o 528(412)-1 2 r;orn 1121(1283)-+. N 0 737(701)-+. N 472(373) ^ 207(292) E N c M 161(251)-� N 6 a 346(486) v M c O M 7 to N M (O tl7(O W r N r U N C Legend 04 12 Study Intersection j;° 85(133) Weekday PM(Saturday Midday) /r + Peak Hour Volumes Northern Driveway 15(19) t Redding Oasis Shopping Center Figure 55(64)_�� , � " 4 ' 6 2012+Altemative 3 Phase I&II Weekday PM &Saturday Midday Peak Hour Volumes - TYLINlNTERNATlONAL I CCS c:\02040\exhibits\alt 3 memo\fig 4.fh10 J N Pine Grove Ave. m 3 i c 2434(1585) 2293(2078) i r a' spa• m OaS� a 299(400) 0 338(336) r-- Um ' 790(978 O 253(298) FF LC. Old6. Oas\S 1221(1363) 3178(2461)-__ 3176(3105) Project Site 548(455) 515(416) i r`1 j Legend Figure 160(130) PeakPeak Hou(Volo ay Midday) Redding Oasis Shopping Center r Peak Hour Volumes 2012 Plus Alternative 3 5 Phase I & II Freeway Traffic Volumes T—LIN INTERNATIONAL I CCS c:\02040\exhibits\ralt 3 memo\fig 5.fh10 Table 1 Trip Generation for Alternative 3 $$�a oz' s (�g1iAe � :` IIpa fle ,tJ4' 6 e t' ° 'T:0131 M"xa Z1 ti,. ty •§y �j „? ' l� �� f�� 1td�seA dt1 3g�UtIQ#a • Phase I Shopping Center 250.0 ksf (1) 48%/52% 552 598 1,150 (1) 52%/48% 823 760 1,583 Movie Theater(60 ksf) 16 Screens 23.02 60%/40% 221 147 368 19.97 72%/28% 230 89 319 Subtotal 773 745 1,518 1,053 849 1,902 Reduction 20%cross traffic between Shopping and Theater 44 -29 -73 -46 -18 -64 iPass—by Trips(15%of _ Oasis Volume) -36 -36 -72 -32 -32 -64 Total Reductions -80 -65 -145 •-78 -50 -128 Phase I Net Total 693 680 1,373 975 799 1,774 Phase II Shopping Center 597.0 ksf (1) 48%/52% 683 740 1,423 (1) 52%/48% 999 922 1,921 Phase I&II Net Total 1,376 1,420 2,796 _ 1,974 1,721 3,695 Notes: Cross traffic reduction includes trips between Shopping Center and Movie Theater. ksf=1,000 square feet (1)Trip generation rates for Shopping Center is based on fitted curve equations with development size as the independent variable. l Alternative 3 Analysis—APPENDIX 2 T.Y.Lin International I CCS 'Redding Oasis Center 7 Table 2 Near—Term ProjectTrip sDistribution i East on6'asis,Road 8 West on Oasis Road 10 North on I-5 15 ' South on I-5 45 North on Twin View Boulevard 3 South on Twin View Boulevard 10 South on Gold Hills Drive 2 7"� North on Cascade.Boulevard 5 North on Akrich Street 1 South on Akrich Street 1 TOTAL 100 1 i s I , e Alternative 3 Analysis-APPENDIX 2 T.Y. Lin International CCS i Redding Oasis Center .d. Table 3 2006 Plus Alternative 3 Phase I with Mitigation Intersection Levels of Service ��` �wis�.�g �a��a.�k k��e 4�� n;;,.a �� •� g:a�� B n ':�a ;a a"� �en. s �a�':.F� �c waw.:'� �xR. �S vq� E"5� s.. - c3 `x,x��nc:&:�.�xs`€�� gas W 'a,. ,•�� `� ��ffi �;. aR� `$j S� x � � '�"4...d M R��:Y jga Le Mn $��3�g..':`1`�v�.` 'F-�M,gR� lg��3 cTz+.�.^a� 1 Oasis Rd./Cascade Blvd. Signalized B 10.3 B 12.0 2 Oasis Rd./I-5 SB Ramps Signalized A 8.1 A 9.6 3 Oasis Rd./1-5 NB Ramps Signalized C 23.9 C 25.5 A Oasis Rd./Twin View Blvd. Signalized B 12.4 B 11.5 B Oasis Rd./Eastem Driveway Signalized A 8.4 B 10.1 15 Oasis Rd/Churn Creek Rd. Signalized A 6.9 A 3.0 Overall Coordinated System fi Y B 11 B^ I ,12 M 5 Oasis Rd./Gold Hills Dr. Minor Stop A(B) 1.7 A(B) 2.0 6 Oasis Rd./Akrich St. Minor Stop A(B) 3.6 A(B) 2.5 7 Pine Grove Ave./I-5 SB Ramps Minor Stop A(B) 0.9 A(B) 2.7 8 Pine Grove Ave./I-5 NB Ramps Minor Stop A (C) 10.5 A(B) 7.1 9 Pine Grove Ave./Twin View Blvd. Minor Stop A(B) 5.0 A(B) 5.6 10 Constitution Way/1-5 SB Ramps Minor Stop A(C) 2.8 A(B) 2.4 1 l Constitution Way/I-5 NB Ramps Minor Stop A(C) 8.0 A(B) 6.0 12 Constitution Way/Twin View Blvd. 4-Way Stop A(B) 10.0 A(B) 9.4 13 Hawley Rd./Hwy 299 WB Ramps Signalized B 12.3 B 11.2 ' 14 Hawley Rd./Hwy 299 EB Ramps Minor Stop A(C) 6.6 A(B) 3.9 Notes: LOS=Level of Service Delay=Average delay for all vehicles passing through intersection,in seconds A(D)=For unsignalized intersections:average LOS for all vehicles at intersection(LOS for most difficult movement) LOS and delay at all ramp-end intersections include movements onto and off of freeway Intersection 4 does not exist under this scenario Alternative 3 Analysis-APPENDIX 2 T.Y.Lin International CCS Redding Oasis Center Table 4 2006 Plus Alternative 3 Phase I Freeway Levels of Service gi:3�'ascani €s€ ��ai 4 �.`yq 33 ` �" �.Gi uP�' G3�i► �.h� i,, : �.�s�i�. £ � X '�a� s a a• �' a 5 r �� `�,�a s1.1'' sa{s ; ^a,7 ��a 4 ' rat,�r ae ��E � ^.x Northbound I-5 on—ramp from Route 273 Weave C 20.2 B 18.5 `J I-5 bet. Route 273 and Oasis Rd. Weave HCM C 20.2 B 18.5 Weave HDM B N/A B N/A j Mainline B 15.6 B 14.6 I-5 off—ramp to Oasis Rd. Weave C 20.2. B 18.5 I-5 on—ramp from Oasis Rd. Merge B 14.0 B 12.7 I-5 bet. Oasis Rd.and Pine Grove Ave. Mainline B 11.8 A 10:5 Southbound I-5 bet. Pine Grove Ave. and Oasis Rd. Mainline B 12.5 A 7.8 1-5 off—ramp to Oasis Rd. Diverge B 15.2 B 10.0 I-5 loop on-ramp from Oasis Rd. Merge B 16.9 B 13.0 I-5 on—ramp from Oasis Rd. Weave B 17.3 B 12.5 I-5 bet. Oasis Rd. and Route 273 Weave HCM B 17.3 B 12.5 Weave HDM * N/A * N/A Mainline B 15.5 B 11.2 I-5 off—ramp to Route 273 Weave B 17.3 B 12.5 Notes: J Level of service for 1-5 weaving section calculated using HCM weave,HCM mainline,and HDM methodologies *=Weaving volumes out of realm of weaving according to HDM nomograph J I r , Alternative 3 Analysis—APPENDIX 2 T.Y. Lin International I CCS Redding Oasis Center 1 as oa' a A � N N - 0 N O O d + N N W p W N O 3 6� 1Zo m t �3 fi.$ a w t�✓�� o o � t t. 3�i Um: �•O m t� (( 9y m cNii y,t: l is a rP'T! Y ' ti ,t �tt h 1 77 CN 0 Nii Y "t 27 t ', # �N�. !I� �• v � t t P� u N fn m � � � d P 2r ;� 1!1 N � I ti Ck i} tdi Ui 5 Sl f 5 u < b rI<♦ y fT N p O O O O m�j�tlY m N O O J VI !E'.v 3�t:t�7F V Nj N O 3�T } N is A WW 'j NNN < 7f � f g • i3 �s �r Y r; Et`i � � l� . tOD A W OC m w N O LAi N fJ C p� ((nn mm LLVA� OON d O O N N N tli pf °' � 0 0 o a o c O1 4 a ll I 2' o }7fS fj l 2; + ra rn n Table 6 2012 Plus Alternative 3 Phase I.+ 11 with Mitigation ' Intersection Levels of Service '? �'1��Itrnat��re�I?ha 3�,a<kH« F $F �n3n � s '` d�1 a a€fityds �iy n �€t a�a..ez � �a£ � rtria€ .z ��`� AlY>: !CAIiIQ1iC ' attirt8 [il( di. 1 $ gB .�R#�i✓��Vl��Fnk�` 8£,. $ �L F l.v�]t�,.4y...6.VI .,c. ,`' 1 Oasis Rd./Cascade Blvd. Signalized B 10.6 B 13.4 2 Oasis Rd./I-5 SB Ramps Signalized B 10.1 B 14.0 3 Oasis Rd./I-5 NB Ramps Signalized B 14.0 B 14.9 A Oasis Rd./Western Driveway Signalized B 18.8 C 25.7 B Oasis Rd./Eastem Driveway Signalized B 12.4 B 15.1 15 Oasis Rd./Churn Creek Rd. Signalized B 13.6 B 16.9 E Overa ll;'C6&dinated System B 11 B., 5 Oasis Rd./Gold Hills Dr. Minor Stop A(C) 2.6 A(C) 2.8 6 Oasis Rd./Akrich St. Minor Stop A (C) 4.0 A(B) 2.7 7 Pine Grove Ave./1-5 SB Ramps Minor Stop A(B) 1.0 A(B) 2.8 8 Pine Grove Ave./I-5 NB Ramps Minor Stop B(C) 12.9 A(B) 7.4 9 Pine Grove Ave./Twin View Blvd. Minor Stop A(B) 5.4 A (B) 6.0 10 Constitution Way/1-5 SB Ramps Minor Stop A(D) 3.1 A(B) 2.4 1 l Constitution Way/1-5 NB Ramps Minor Stop B(E) 12.1 A(C) 7.0 12 Constitution Way/Twin View Blvd. 4-Way Stop B(B) 12.4 B(B) 11.9 13 Hawley Rd./Hwy 299 WB Ramps Signalized B 14.4 B 11.8 14 Hawley Rd./Hwy 299 EB Ramps Minor Stop A(C) 7.7 A(B) 4.3 C Churn Creek Rd./Northern Driveway Minor Stop A(A) 3.6 A(A) 4.2 Notes: LOS=Level of Service Delay=Average delay for all vehicles passing through intersection,in seconds ' A(D)=For unsignalized intersections:average LOS for all vehicles at intersection(LOS for most difficult movement) LOS and delay at all ramp-end intersections include movements onto and off of freeway Intersection 4 does not exist under this scenario Alternative 3 Analysis-APPENDIX 2 T.Y. Lin International I CCS Redding Oasis Center Table 7 2012 Plus Alternative 3 Phase I+11 Freeway Levels of Service -- - # BQWSs a a ar a IQViC11 enS� a � s � 'a �.�Q'131 �.. <.a',�mx•;, Northbound 1-5 on—ramp from Route 273 Weave C 26.3 C 25.8 1-5 bet.Route 273 and Oasis Rd. Weave HCM C 26.3 C 25.8 Weave HDM C N/A C N/A Mainline C 19.0 C 18.5 I-5 off—ramp to Oasis Rd. Weave C 26.3 C 25.8 1-5 on—ramp from Oasis Rd. Merge B 16.1 B 14.9 1-5 bet.Oasis Rd. and Pine Grove Ave. Mainline B 13.7 B 12.4 Southbound I-5 bet.Pine Grove Ave.and Oasis Rd. Mainline B 14.5 A 9.5 1-5 off—ramp to Oasis Rd. Diverge B 17.6 B 12.3 1-5 loop on-ramp from Oasis Rd. Merge C 21.1 B 17.5 1-5 on—ramp from Oasis Rd. Weave C 21.5 B 16.7 1-5 bet.Oasis Rd. and Route 273 Weave HCM C 21.5 B 16.7 Weave HDM * N/A * N/A Mainline C 19.0- B 14.7 1-5 off—ramp to Route 273 Weave C 21.5 B 16.7 Notes: Level of service for 1-5 weaving section calculated using HCM weave,HCM mainline,and HDM methodologies •=Weaving volumes out of realm of weaving according to HDM nomograph Alternative 3 Analysis—APPENDIX 2 T.Y.Lin International CCS Redding Oasis Center as opo 0 s o 0 0 0 0 0 0 oilo as 10 a a O � � M ; � I M ; 3 CD m m m m m n m m m m m m m R h j OI tJ tJl N U Ol P A L O tJ O � O �pF W N�F po yp < V O q ' } N Q N OJ Ow0 N O N V O O 5 63 A' {N� pp�� COC pZJF lii 2 $ o 0 its a a � W W N O O O (J V 1 aw � 0000 .T N m r A N N N 01 3 VO =. c O � o O O ` O O V O O -• N � j W W m OO n V it N N m V V N N A O tD IO C m fn r S� N N Yl A T O g O O s O N N Q 10 N A W m A m > 2 N V N N d V V FI L7 !!�$n• F N �� a 0 n n Appendix 3 Traffix Analysis Description ' Project Scenarios ' TYLININTERNATIONA.L I CCS APPENDIX 3 TRAFFIX ANALYSIS DESCRIPTION - PROJECT SCENARIOS This appendix includes a description of the Traffix software printouts used to calculate intersection traffic volumes under the study scenarios. It has been compiled to provide documentation showing how the Project PM and Saturday midday peak hour volumes were derived, as requested in the comments on the Redding Oasis Center DMEIR. The Traffix report files for.the following scenarios are included in this appendix: :• 2006 Plus Phases IA(PM and Saturday midday peak hours) e• 2012 Plus Phase II (PM and Saturday midday peak hours) ' The "Volume Module" in the Traffix reports shows how the final volumes at each study intersection were calculated. The following is a brief description of each factor that comprise the final volumes used to determine the intersection levels of service and operations (in Synchro): Base Volume (Base Vol) is the existing traffic volume based on intersection turning movement traffic counts conducted in 2002. Growth Adjustment (Growth Adj) is the factor applied to the base volume to reflect future base year traffic levels. A growth factor of 2% per year to the background traffic at.the study intersections was assumed. For the 2006 Plus Phase IA and IB analysis, the growth adjustment was 1.08. For the 2012 Plus Phase II analysis, the growth adjustment ' was 1.20. Added Volume (Added Vol) is the trips added by the proposed project. The trips that ' would be generated by the project are distributed over the Traffix model roadway network, as shown in the Trip Generation and Trip Distribution tables in the report. The Traffix printouts also report the trip generation and distribution for each scenario. Internal Trips, for applicable intersections, are the trips that would cross Oasis Road from one side to access the other side of the project. ' ,e Final, Volume (Final Vol) is the sum of the traffic volume components above. 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O O +ro0 O'd0 m m .fro d r >F am4 F m=mQ E sem QF srm QF sem 4'-'F sem 4r F sem 41.1E u m 4 F sem 1 1 1 1 r x t � . . U F1 V W z� Q y a N F O L w C v u U � m R IT C i a 0 _o N u N O b r W YJ M F T r �t Appendix 4 Traffix Analysis Description - j Alternative 3 r TYLIN INTERNATIONAL I CCS APPENDIX 4 TRAFFIX ANALYSIS DESCRIPTION - PROJECT ALTEF:NATIVE 3 This appendix includes a description of the Traffix software printouts used to calculate intersection traffic volumes under the study scenarios. It has been compiled to provide documentation showing bow the Project Alternative 3 PM and Saturday midday peak hour volumes were derived, as requested in the comments on the Redding Oasis Center PDFMEIR. The Traffix report files for the following scenarios are included in this appendix: 2006 Plus Phases IA and IB (P.M and Saturday midday peak hours) :• 2012 Plus Phase 11 (PM and Saturday midday peak hours) The "Volume Module" in the Traffix reports shows how the final volumes at each study intersection were calculated. The following is a brief description of each factor that comprise the final volumes used to determine the intersection levels of service and operations (in Synchro): o Base Volume (Base Vol) is the existing traffic volume based on intersection turning movement traffic counts conducted in 2002. :• Growth Adjustment (Growth Adj) is the factor applied to the base volume to reflect future base year traffic levels. A growth factor of 2% per year to the background traffic at the study intersections was assumed. For the 2006 Plus Phase IA and IB analysis, the growth adjustment was 1.08. For the 2012 Plus Phase II analysis, the growth adjustment was 1.20. Added Volume (Added Vol) is the trips added by the proposed project. The trips that would be generated by the project are distributed over the Traffix model roadway network, as shown in the Trip Generation and Trip Distribution tables in the report. The Traffix printouts also report the trip generation and distribution for each scenario. Internal Trips, for applicable intersections, are the trips that would cross Oasis Road from one side to access the other side of the project. .• Final Volume (Final Vol) is the sum of the traffic volume components above. These volumes were entered into the Synchro model to determine traffic operations and calculate the levels of service. 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O O O O f l C� I a N I I V 0 0 Y A ut r m I 01 0 O 1 y E N ox I W, 0000 0��-1 000 000 a 1 I w m ti U O W v l a O N I Iti.ti W I N i 13 T i Y 0 0 0 0 O O I1/N O O O 0 0 0 O I W F•O I G.ti T T ' I U N N 1 0 fk 3 3 O W 0 Eo 00 000 3 I L m Y I-I H E O C I OG 0; £ M 1 ..1 I W M..i C O O Ill Ill O j N > 1 N ro N N ro O y Y W M ^Y l ro ro I x 0 0 0 0 w 0 0 0 0 X 0 0 0 O O O u m I H N I b 01 r1 ti I C r1 I O a �I 0 0 1 a Q I L ' O toa l 1 uE s v ri Z Y o 0 0 o U o 0 0 o a o 0 0 0 0 0 k 3 E ro N i E H V w I U a 4 ti O H W l a v W N v ro UI W N 16 m v ro 1O v v ro F ro l 1 'i CL m N'O Y Y O Vl b Y ti N 9 YO v)'p Y L I O T .-I 10'O C O N rob G O N 010 O b O Oa 17 F ao-coQF F m W Q.r E asm �m E+ rl� O Y • I I N N V'W N Ol.Y MOM l0 010 W.-I 001 l0.-1 Ill N .y c V1 0 IDC 0 0 m U I I i E mcM mto M M In In W InM10 r Incr m.rrr WNMC' � m 1 I a m.1 m In M Ot In vl Irl ti m o r Ill M m N M O W P i F O w p I > M h W I I Y rOr MOM 10010 000 c WON OI-10 N ONON 0000 Q iT I I A M M .y .w ,-1 Q• V M M m I a I c a I ry I O 7 l D W I l l f'I O.- .•I O ti O O O -"On I f 1 N O r M M O 10 O O O O W I O I A N Vl 10 N ID 10 V'W M l0 01 Vl Ot r m O H ti 3 Y 000 O O O .-IO ti 000 OhO h W 010 r O r Oh 0000 l i o 1 Z N Y c I 0 1 0 OG 1 L 000 01001 000 MOM OHO l0✓10.-I 01001D C I(101 O D U I L O h h 10 10 P O N r 1 l0 r ,O p1 M M N N N N N I 0 ;3 .-1010 000 000 000 M010N rl NOM W MO.-1 0000 N� I M,4 N I A N 10 h V• V' Q' N 10 N M m m H O •• ; N N.-I C N O N 4• h O`O p E "1�'I .fG1 a S I W Y NON N m•'1 O O O 1 D O 10 y l Q.O 01 C•O pO M O M O 01 O O 1 ,r .]� I .O x l W C V' O r m � � M h O ✓1 N O O � •"I •O � 'O,C ro i N N N N N 10 NO U 1 U1Y W 1 a T I O O O M O1N W O W O O O C O W O O P O Q. o r o r 0 0 0 0 N I T •C aIf)b� Ch M M m W N N Q C.ti01 > C A I U O O O O• W N T '.1 N I U N Y A 7 M-0- 3 N M N y 10 010 y l l0 O 10 p N I()r 3 O N N m o 0 1'r 4-01 r I l 3 W a m Z roMOM p,r r EN N1 'O ti•-I N 'O>O O xOM NOY rOr 000 ... "1-,r-, mOh O h 0000 y0000 O 1 Y N W N m (11 N •'• M M M M 1 ro> N H 3 3 W N 3 T b H m N N 3 A 01 V N N W ^Y I v ro W LOO `aNO .000 010 W 001001 >r M 00 00 Nm ONW w0000 U ro Y G L M N N N 10 r h w M M G ml h yl vl 1 y O ; 0'm'1, 3 3 m m t 3 m V r . I G rl U F W 7. r p• '•'Q 1 A 7 G 10 010 G O. O O a G y 1 O O C,ti Ill ' O H I I Z Y Y W O W Y N O N x 0 0 0 x 0 0 0 '0.0 V• C M o ✓1 r x N VI .1 N I I v O O N N ro G ro G rp G t G b'N I I E V 'O r1 V "O N 'D r1 5 •O N 0 'a N N O b H N O •O N.i U •O N H 41 m I l a v W W N v v ro N N UI N@ UI W W N w m ro UI UI N N N N N N E N I 1 �-1 {.L I-1 N.'OY N N•O Y M N'No Y 1 VIb Y Ill NT7YY t0 0'O YN Y h .10 11 m mb Y Y .0 I O T .-1 .,a O •-I N'O O .-I ro'O O 1 d I O O QRG O .- tb b C O .�Pro'O -G O I >E+ m<El QE Q - F E �I� U O L � V N W L fA w p M 7 Q Z a U U ' Z a r F O N N U a U r O N Q b G ti 3 o N U h N W W F APPENDIX C-la Synchro Existing Condition 1 1 1 1 1 1 C3 10 9C, C., J 0 g �� ! 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I_ N n 01 N N �D ° m 2 m m a n a m0 (n m m N. O V N N n N r 0 ■ APPENDIX C-lc ! HDM Weave Analysis Existing Condition _ r i 1 1 1 3.7!/1 93S_..... �. 73. \ o z �, qO z S -5 O Q f W to > Q 30U183S Q � a v) ! rT,.. dO 731137 O pW- z Z 1f iS. zc > \ — A y Mp b�b '�j ! ��e t� c w U. C7 z w aof .4H Z Z O } Z �1b�s d �`' ` c7 (� a O Q y W n �J Z N O W Z Zw C m p Q yco > Sd�4 � w O E c? m Q d0 731137 m cq O W u) LL z0 M M �Nd per` SSI ps�1 �! os` z O n U of ti Z J Z n N lb'a7d.dod �` °� o U7 O N V \�0 LUN GR 60 \ \ �; �' \ \ Z J Oo- �6 ti �ti eo° .... ... °l....... ....... Yo O o U) po \ \J N } O ..i i C7 i z `D Z 3. 3 2 z0 Q i O H U F- w LL cn cry t7 ¢ O z O F Q r Y; o ` �� Z a z W Z 7 > O w > T CD ?„ \ ,a 3 w 1 Z W LLI z W 0 M w v F. V CC. LU co z C7 d0 [a: \ U cc_ \ • O z z ¢ O Z L1. Q ¢¢ W �j °a Cj F+1 y rj. °S' J J ¢ r7 W � �► � C.4I tid S C 1 a- a O �� hpd 0 o z I * O rc o N O Z py � Lli a +d Z S +a \ ..-----.... 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" w '^ z 0 o. .J I en 2 0 I- U w en c::J 2 ~ w ::: u. 0 CI) en ~ <( z <( a z <( z c::J CI) w C 0:. 0 u. ::t 0.. <( a: c::J 0 ::E 0 2 '" CITY OF REDDING, CALIFORNIA 7 Redding Oasis Center FINAL MASTER ENVIRONMENTAL IMPACT REPORT RESPONSES TO COMMENTS DOCUMENT - VOLUME III " SCH #2002122045 , I L~ I i , r " I' l ~ (' , " ~ " c ~ \~ I' I \ ~ ,~ APRIL 2005 Douglas Herring & Associates Environmental. Polley, and Planning Services I I I I I I I I I I I I I I I I I I I REDDING OASIS CENTER Final Master Environmental Impact Report Responses to Comments Document (Volume III) TABLE OF CONTENTS Appendix 5. Updated Hydrology Analysis Appendix 6. Hazardous Waste Site Closure Letters Redding Oasis Center Final Master EIR I I I I I I I I I I I I I I I I I I I APPENDIX 5 UPDATED HYDROLOGY REPORT I I I I I I I I I I I I I I I I I I I REDDING OASIS CENTER HYDROLOGY Analysis of Detention Storage and 100- Year Floodplain March 2005 Prepared by: Hydrnet, Inc. 9434 Deschutes Road, Suite 204 P.O. Box 678 Palo Cedro, CA 96073 530-547-3403 Emai] :hvdmetiack((i),aol.com Prepared for the: City of Redding Public Works Department, Engineering Division 777 Cypress Avenue PO Box 496071 96049-6071 225-44 73/fax 245-7024 I I I I I I I I I I I I I I I I I I I :::..,.,; '.""~.<.".' This report was written by or under the direct supervision of: John (Jack) H. Humphrey, Ph.D., P.E. Hydrologist, Civil Engineer I I Table of Contents Methodology..... ............................................................ ...... .... ..................................... .............. ...... .............. 4 Introd uction ................................................................................................................................ .............. 4 Existing Site Description.......................................................................................... ...................... .............. 4 Existing HEC-l Subbasin Descriptions ...................................................................................................... 9 Oasis Center Project HEC-l Subbasin Descriptions ............................................................................... 12 Results of Hydrologic Analyses ................................................................................................................. 15 Detention Analyses............................................................................................. ........................................ 18 Introduction..................................................................................... ................. ....... ......... .......... ............ 18 Analysis............................................................................................................. ........................ .............. 18 Detention Storage Sensitivity Testing .................................................................................................... 19 Retention Storage Sensitivity Testing ...................................................................................................22 General Plan Future Land Use HEC-l Model......................................................................................... 25 lOO-Year HECRAS Water Surface Elevation Analysis .......................................................................... 28 Introduction........................................................................................................................ .................... 28 HEC-RAS Results ...... .... ........... ... ........ ........... .......................... ..................... ...... ....... ....... ..................... 30 I I I I I I List of Tables Table 1: Existing HEC-l PanlIneters............................................................................................................ 11 Table 2: Project HEC-l Parameters..............................................................................................................14 Table 3: Pre-Project 10-25-100 Year Peak Flows ........................................................................................ 15 Table 4: Oasis Center Project 10-25-100 Year Peak Flows ......................................................................... 16 Table 5: Hypothetical Detention Storage Alternative #1 Peak Flows .......................................................... 22 Table 6: Hypothetical Detention Storage 100 Year Peak Flows, Alternatives #2 and #3............................23 Table 7: General Plan Future Land Use Model Salt Creek Subbasins ......................................................... 25 Table 8: General Plan Future Land Use Model All Churn Creek Combines................................................ 26 Table 9: 100- Year Floodplain Elevations..................................................................................................... 30 I I I List of Figures Figure 1: Vicinity Map ........... ........................................................................................................................ 5 Figure 2: Existing Land Use........................................................................................................................... 6 Figure 3: Soils Map ........................................................................................................................................ 7 Figure 4: Project Land Use............................................................................................................................. 8 Figure 5: Existing HEC-l Subbasins.............................................................................................................. 9 Figure 6: Pre-Project HEC-l Operations Schematic .................................................................................... 10 Figure 7: Oasis Center Project HEC-l Subbasins ........................................................................................ 12 Figure 8: Oasis Center Project HEC-l Operations Schematic...................................................................... 13 Figure 9: Peak Flow Timing......................................................................................................................... 19 Figure 10: Oasis Center EIR Detention Alternatives.................................................................................... 21 Figure 11: HEC-RAS Salt Creek Cross Sections and 100-Year Floodplain ................................................ 29 I I I I List of Appendices Appendix A: Subbasin Land Use and Soil Type Parameters, Chum Creek Base 2004 Appendix B: Natural Basin Lag Time, Churn Creek Base 2004 Appendix C: Flow Path Component Lag Time, Churn Creek Base 2004 Appendix D: Channel Flow Routing Parameters, Churn Creek Base 2004 Appendix E: Channel Storage Routing Parameters, Churn Creek Base 2004 Appendix F: Detention Storage Routing Parameters, Churn Creek Base 2004 Appendix G: Attached CD of Computer Files Appendix H: City of Redding Hydrology Manual Revisions I I I I 3 I I I Introduction and Project Description I Levenson Development ("Levenson") is proposing a commercial development known as the Redding Oasis Center project. The project is on approximately 90 acres ofland located in the northeast and southeast quadrants of the interchange of Interstate 5 and Oasis Road in Redding, California. The land is designa.ted for Regional Commercial uses in the Redding General Plan. The proposed project would be developed in two phases, with Phase 1 occurring on the portion of the property north of Oasis Road and Phase II occurring subsequently on the property south of Oasis Road. The proposed Oasis Center North will convert 34.4 acres to 100% commercial land use. The proposed Oasis Center South will convert 56.1 acres to 100% commercial land use. As part of Phase 1, the intermittent creek that enters the project site on the north project proper1y line would be diverted across the north project boundary to Salt Creek. The diverted drainage would flow through a concrete-lined open ditch with exclusionary fencing on each side. The channel would be sized to carry the 100-year peak storm flows, as required by City ordinance. I I I I The purpose of this study is to evaluate the surface water hydrology of the existing project site and the effect of the project land use and facilities on the hydrology. The primary issues addressed in this report are potential requirements for detention storage and potential changes in the 100-year floodplain. I Methodology I Introduction I The Redding Hydrology Manual (Hydrology manual, City-wide Master Storm Drain Study, Appendix C, City of Redding Department of Public Works, October J 993) was used to evaluate the hydrology of the project. Appendix H is a technical memo that describes revisions to the Redding Hydrology Manual since its publication. The original HEC-I data processor, RPRE, has been revised into a new version compatible with modern operating systems. The new version (January 24, 2005) of the HEC-l data processor was written with XML format and the Microsoft Dot Net Framework. The hydrologic model uses the US Army Corps of Engineers HEC-I (version 4.1, June 1998) flood hydrograph model. The US Army Corps of Engineers HEC-RAS (version 3.1.2, April 2004) model was used to evaluate the floodplain. These three programs are provided in Appendix G, attached CD. I I Existing Site Description I The existing subbasins at the project site are relatively level open oak woodland and grassland with a mixture of B, C, and D soils. The location of the project site is shown on Figure 1. The subbasins for this site are tributary to lower Salt Creek. Figure 2 shows existing land use. Figure 3 shows soil types. Figure 4 shows project land use. I I I I I 4 I I I I I I I I I I I I I I I I I I I Figure 1: Vicinity Map .~'/' 1'..""""'........'.. JW.'" .1' ~,-=!,: 11 - . - . . ~/ ~ V' r IT/ ",' J-'" ~/ /' >- \1 <to ~ [J lIa III' I I \~ \).. .( r.~r U- \ .~~~~- T ~Jl Figuref". I- [7;5: --t- l;fl! OB~i.~ Center ~~ .. "'\.-v... I\~.. VICinity Map 1 1":'> ~I ~'\ ~'" jk~~ ~ 1 -: . .' . !U~ - ~ 'I ~;~ 7'2. -= I 1-:-" ,.\ \ . '1< I;L h ' . ~ I '_ ~ !tJ--1.~ '_ r\ "-'~. : m h 1'- \ ,/~lX;.trlti.l ,~~ '! .t J -- --r:!~ ~ ..~ '~~;f:-.- ~~ ~ i ~ \. ./.4/ \ -:;;t{,).. :t:...-y-_, "" I~:~~~.,,/-\ . JP":'~.XY ~ I ~ I~""~;.,.\-....... \ '~-T-:!\. '\' 1= ~ ') ~h= \~~~c;y~, ~ . ~~ \ ~ I !,'-- Ql~/ I '-f. ~TT1\ \ -:: l l W 1- ~ ~'~ ~~. ~\ ',)f/ 'IIIIT-P ~A '';'\ ;///.' i Jl;:)J v'-. :t:.. ' .~71 "t 'X~~j1 ~~:t' L- J /' 'C '~, (\'/' /'.c,,; ;/" /// ~ ' --,..--- i' ........ ,,~,; i'..I "/" . \ ,. 1.........__- '. W~0~... I W .~ ~'//'.;/)' C ! " /,,/,;;//,;/.\ m I Ivltl~~ WA ' "" Co, ,L::l . , ~.' IY' --y...,-- -- "--';-~- ~cn r~ . '. ~, ":.~\ 0 0 I~ I~ '/ bi I ~1 ~ '" = " ,Oasis CenterlPj/ ~ ~ I i- \LbL~: ':r;i.~ '.I 'H ''L ~L...l.1 ~ -. \ ,~:? b'~ i:J .. - u~: ,..-\ " J [j'D~. 'I.~ . .~ ~ --.-. \ ' OJtp _ tiS \ d'~\ l! . r-- - ! h-f T -'I- . H-1. I II - \ ..... > t (- \.,', " . ~, - ..;. 1 .'" '} ''1'-1 i'1'" ! ::::.-<;::..) ";:O~ :<'~ 'rif }1!,id1lal .~ ~, - / ~~ ;:-~. 7 "1 it.. <<,- \ \ ,~~ \':7 \~"~\ ~ ~"~ \\ ,,- I -__rn ~ G)' m i " N 1 I~~ """ !~~~: F~ -~ . ,---j ~7~ '; :~ :v- r" I~ I I '~/ --. -::::! ~/ - ~8B-- ~rt i X ',ru ~( .~ , '( 5 I I I I I I I I I I I I I I I I I I I Figure 2: Existing Land Use 6 I I Figure 3: SoiBs Map I I I I I I I I I I I I I I I I I J-\ J .. t;:- --;..' ( - \ -::..,-" ; J1l. I ., , 7 I I I I I I I I I I I I I I I I I I I Figure 4: Project Land Use 8 I I I I I I I I I I I I I I I I I I I Existing HEC-l Subbasin Descriptions Existing HEC-l subbasins are shown on Figure 5. Most of the existing project is drained by a tributary stream flowing north to south and entering Salt Creek near the Chum Creek confluence. The eastern edge of the site drains directly into Salt Creek. Existing hydrologic parameters for the subbasins which comprise the project area are shown in Table I.Appendices A-F are a complete listing of all the hydrologic parameters for the pre-project Churn Creek HEC-l model. Figure 6 is a pre-project HEC-l operations schematic for the vicinity of the project. Figure 5: lExisting HEC-I Subbasins 9 I I I I I I I I I I I I I I I I I I I Figure 6: Pre-Project HEC-l Operations Schematic Figure 6. Salt Creek Pre-Project HEC-1.0perationsSchematic 10 I I I I I I I I, I Table 1: Existing HEC-1 Parameters I I I I Subbasin: 84682C 84690C 846828 84690A 0.00734375, 0.00828125 0.04640625, 0.079375, Subbasin Area (Sq. Mi.): (4.7acres) (5.3acres) (29.7acres) (50.8acres) 69%D,31%C 100%C 96%D, 4%B 52%D, 8%C, Soil Type: 40%B 100% Open 100% Open 90% Open Oak, 100% Open Oak Oak 10% Oak HWY IRoads Land Use: Pervious Initial Loss: 0.1 0.1 0.1 0.1 Pervious Curve Number: 78 73 80 72 Percent Impervious: 0 0 0 0 Impervious Initial Loss: 0.05 0.05 0.05 0.05 Impervious Curve Number: 99 99 99 99 Impervious Percent Impervious: 0 0 0 0 Pervious Overland Length: 200 200 200 200 Pervious Overland Slope: 0.005 0.005 0.005 0.01 Pervious Overland Roughness: 0.6 0.6 0.6 0.6 Percent of Pervious: 99 99 90 99 Impervious Overland Length: 200 200 200 200 Impervious Overland Slope: 0.005 0.005 0.005 0.01 Impervious Overland Roughness: 0.05 0.05 0.05 0.05 Percent Impervious: 1 I 10 1 Collector: 1 1 I 1 Length: 100 100 100 100 Slope: 0.005 0.005 0.005 0.005 Roughness: 0.12 0.12 0.12 0.12 Area: 0.002 0.002 0.008 0.016 Width: 1 I 1 1 Sideslopes: 20 20 20 20 Collector: 1 1 Length: 100 800 Slope: 0.005 0.009 Roughness: 0.12 0.12 Area: 0.005 0.04 Width: 2 4 Sideslopes: 2 2 Collector: 1 1 Length: 100 800 Slope: 0.005 0.008 Roughness: 0.12 0.06 Area: 0.008 0.079 Width: 3 6 Sideslopes: 2 2 I I I I I I 11 I I I I I I I I I I I I I I I I I I I Oasis Center Project HEC-l Subbasin Descriptions Table 2 shows project HEC-l panmleters. Figure 7 shows the Oasis Center Project HEC-l subbasins. Figure 8 is the project HEC-l operations schematic. Figure 7: Oasis Center Project UEC-l Subbasins = . ~~ ~ "--1ft.-J n Ilf- ,1"-- CJI;,'-. \ .)..,'IVI...'!""'-""/..i';;7..-1f ~ f(, , ~~ t7 'I/:/(///If.:>,f:J/j/ \'Q. ~\f Figure 7: Oasis Center ~ ; l~, ,/) ,'0 ~:~Af.l,) \ '}..If/!;~ ~ Project HEC-1 Subbasins ~ ~~\ },@il'{Xrf.3 f~l.J.r~ 2" t>( ~~ ~:v ~~V YA~ ~~" & ~j ~.- ;.ffi1':'t.. . Y~ri~!;;~( =.0 ";' ~ ~. " .' ;./~ 1 t\;1~,\1) ~--! ~'\l ~ . -' l~ J,:l~ ~ ~ ~';: :~, ~ ~ \ J.r rirn...a.. ...'-J. '- I>\~, . =<- r~ 'I \'~. r ~\\ ~\~f ,""1 J ')j - , ~;;,? '-ff')9-~" \ -!l ~f\) \:!"ef ~ Q ,~ ~ "/~. ~~ rr~ ~"\ C!; ~4.4... r' PJ7.J :.(~~ I~~ :r I IloI. Ail ~ 4 &~B ~~1.j :~ ~ ~ . L1 1 ~ Co-. ~ < -... <:; ,\ .c: 0 ~ ' ~ '(/i 7 (~'l.~ f111 \";- ~ ~ ~~w.u=M "W /.~ ~~~ '" '),.,. 'l; ~)"NlJf ~ ~ ~ ~~ ~ ~ I~...l 9€ , '~ Lt ~'If{ :,5' ./IT/ /\1 >~~. ~ ~:ef ~'-' ~ 'IA ~Wr\fr>lfJ""~41\ c< \1 ~ ~~~,;;o~ 1~~' '-') /( ( ' ;'~~ ~ ~'J' ;. ~1~1I? ~11i7~~r"fF,L~ I>~ ~I'.~ ~ ~~~~~~~~~~~ ~o ,q"' ~ ~ ~ rJ:. ~ ~ ~2:t3, ~ ~ ~ b, , ~r<;~c~ ::-- .Ji' II ' '~l~~ 0 ~"~~ ~ ~- iF'~( ~ I\,~ ~\\J ~"jJ:..'; ~ >>J ~~~I,~ ~~ ~ \~,l_ <. -,; r<Wklr598- G- ~18A ~ ""-- ~~~,~ .j r~ -~~ !i)).~ ("1"1~ ,300 ~f4i17 .~~ fllIJ' vli0'~ r ~ <3e<<1;, 1.. J ::<-"N~ "'"' 'W'~'~" ~~~ Ii 'In, :;Ufl"" \ ""' _ I " ) j ~,/\,\ '" '.d7 ?)\l't,._ ~l I 12 I I I I I I I I I I I I I Figure 8: Oasis Center Project HEC-l Operations Schematic I I I I I I Figure 8. Salt Creek Oasis Center Project HEC-1 Operations Schematic 13 I I Table 2: Project HEC-l ParamE~ters I Subbasin: 846828 84690A Oasis Center North Oasis Center South developed developed 0.08765625, Subbasin Area (SQ. Mi.): 0.05375, (34.4acres) (56.1 acres) Land Use: 100% Commercia] 100% Commercia] Soil Type: 92%D,8%B 47%D,16%C,37%B Pervious Initial Loss: 0.1 0.1 Pervious Curve Number: 89 86 Percent Impervious: 0 0 Impervious Initia] Loss: 0.05 0.05 Impervious Curve Number: 99 99 Impervious Percent Impervious: 0 0 Pervious Overland Length: 300 300 Pervious Overland Slope: 0.005 0.005 Pervious Overland Roughness: 0.4 0.4 Percent of Pervious: 5 5 Impervious Overland Length: 300 300 Impervious Overland Slope: 0.005 0.005 Impervious Overland Roughness: 0.05 0.05 Percent Impervious: 95 95 Collector: ] 1 Length: 300 400 Slope: 0.005 0.005 Roughness: 0.02 0.02 Area: 0.008 0.016 Width: 1 1 Sides]opes: 20 20 Collector: 1 1 Length: 700 800 Slope: 0.005 0.005 Roughness: 0.015 0.0]5 Area: 0.023 0.052 Width: 2 2 Sides]opes: 0 0 Collector: 1 1 Length: 700 800 Slope: 0.005 0.005 Roughness: 0.015 0.0]5 Area: 0.058 0.1 03 Width: 3 3 Sides]opes: 0 0 I I I I I I I I I I I I I I I I 14 I I I I I I I I I I I I I I I I I I I Results of Hydrologic Analyses The HEC-1 models were used to develop 10/25/1 00 year recurrence hydrographs for the pre-project and Oasis Center project conditions. All of these model runs used the project area of 90.5 acres. Table 3 lists the pre-project HEC-1 peak flows in the vicinity of the project. Table 4 lists the Oasis Center project HEC- 1 peak flows in the vicinity of the project. The complete HEC-1 output is available on CD as Appendix G. Table 3: Pre-Project 10-25-100 Year Peak Flows HEC-l 10 year 25 year 100 year Area ID 8ase 8ase 8ase SqMi Oasis Center North C4612 Boundary 1654 1944 2559 4.05 S4624 1650 1939 2554 4.05 84622 5 6 9 0.01 R4624 5 6 9 0.01 84624 14 18 28 0.04 C4622 19 24 37 0.05 C4620C 1664 1954 2574 4.1 Oasis Center North (flows directly to Salt 84682C Creek) 3 4 6 0.01 C4624 1665 1956 2576 4.11 84626 15 20 29 0.04 R4636 15 19 29 0.04 84636 5 6 9 0.01 C4626 19 25 37 0.05 C4682C 1678 1970 2595 4.16 84640 6 7 II 0.02 R4646 6 7 11 0.02 84646 3 4 6 0.01 C4640 8 11 17 0.03 Salt Creek DS of C4636 Oasis Road 1685 1978 2605 4.18 S4652A 1659 1944 2558 4.18 84652A 14 19 29 0.05 Oasis Center South (flows directly to Salt 84690C Creek) 3 4 6 0.01 C4652A 17 22 34 0.06 Oasis Center South C4646 Boundary 1671 1958 2576 4.24 84656 57 73 106 0.11 R4660A 57 73 106 0.11 84660A 15 19 28 0.03 C4656 72 91 133 0.]4 R46608 72 91 133 0.14 ]5 I I I I I I I I I I I I I I I I I I I HEC-l 10 year 25 year 100 year Area ID 8ase 8ase 8ase SqMi 846608 36 46 68 0.08 C4660A 107 136 200 0.22 R4666 107 136 199 0.22 84666 13 16 24 0.03 C46608 120 152 223 0.25 R4674 119 152 222 0.25 84674 8 11 15 0.02 C4666 127 161 236 0.27 84682A 3 4 5 0.01 C4674 129 164 241 0.27 R46828 129 164 240 0.27 Oasis Center North 846828 (tributary flow) 22 28 41 0.05 C4682A 148 189 276 0.32 R4690 148 188 276 0.32 81074A 24 28 37 0.02 C46828 156 198 290 0.34 R4690A 156 198 289 0.34 Oasis Center South 84690A (tributary flow) 31 41 65 0.08 CI074A 182 231 338 0.42 R46908 182 231 338 0.42 846908 11 14 21 0.02 C4690A 189 240 351 0.44 846528 15 20 31 0.05 C4690C 204 260 381 0.49 C46908 Salt Creek at Mouth 1793 2090 2748 4.73 Chum Creek DS of Cll08A Salt Creek 7298 8704 11775 18.61 Table 4: Oasis Center Project 10-25-100 Year Peak Flows HEC-l 10 year 25 year 100 year Area ID Project Project Pro.iect SqMi C4612 1654 1944 2559 4.05 84656 57 73 106 0.11 R4660A 57 73 106 0.11 84660A 15 19 28 0.03 C4656 72 91 133 0.14 R46608 72 91 133 0.14 846608 36 46 68 0.08 C4660A 107 136 200 0.22 R4666 107 136 199 0.22 16 I I I I I I I I I I I I I I I I I I I HEC-1 10 year 25 year 100 year Area ID Project Project Project SQ Mi B4666 13 16 24 0.03 C4660B 120 152 223 0.25 R4674 119 152 222 0.25 B4674 8 11 15 0.02 C4666 127 161 236 0.27 B4682A 3 4 5 0.01 C4674 129 164 241 0.27 Oasis Center North C4616B Boundary 1732 2030 2668 4.32 S4624 1728 2028 2663 4.32 B4622 5 6 9 0.01 R4624 5 6 9 0.01 84624 14 18 28 0.04 C4622 19 24 37 0.05 C4682A 1742 2044 2683 4.37 B4682B Oasis Center North 96 113 148 0.05 C4624 1751 2052 2691 4.42 B4626 15 20 29 0.04 R4636 15 19 29 0.04 B4636 5 6 9 0.01 C4626 19 25 37 0.05 C4682B 1764 2067 2710 4.47 B4640 6 7 11 0.02 R4646 6 7 11 0.02 B4646 3 4 6 0.01 C4640 8 11 17 0.03 Salt Creek DS of C4636 Oasis Road 1771 2075 2720 4.5 S4652A 1746 2041 2674 4.5 B4652A 14 19 29 0.05 C4646 1757 2054 2690 4.55 B1074A 24 28 37 0.02 R1074A 23 27 36 0.02 B4690A Oasis Center South 155 181 236 0.09 C1074A 165 194 252 0.11 Oasis Center South C4652A Boundary 1771 2069 2707 4.66 B4690B 11 14 21 0.02 C4690A 1774 2072 2712 4.68 B4652B 15 20 31 0.05 C4690B Salt Creek at Mouth 1784 2084 2726 4.73 Chum Creek DS of Cll 08A Salt Creek 7290 8699 11753 18.61 17 I I Detention Analyses I Introduction I As directed by City Council Policy No. 1806, the City will actively pursue the concept of stormwater detention, in combination with other storm drainage facilities construction, as a strategy for flood control. I Integral to the city's approach to storm water management is the use of storm water detention or retention facilities. Both the Master Storm Drain Study and the subsequent City of Redding Storm Detention/Retention Study (Hydmet, Inc.) address the desirability of utilizing a regional detention facilities strategy to maintain storm water flows at predevelopment levels. The Hydmet study, in particular, identified general regions where detention or retention basins could effectively function as a means of downstream flood control. The study analyzed the feasibility of utilizing detention and retention and includes recommendations on potential locations for facilities. Further, it identifies where such facilities are ill-advised due to the potential for exacerbating downstream flooding problems. I I As identified in the Buckeye Redevelopment Plan Environmentallmpact Report, the Redding Oasis Center project site is one of the areas where detention facilities are ill-advised (see Buckeye Redevelopment Project Draft EIR, 1998, page 137 and Figure 20). I "Most of the Buckeye Redevelopment project area, with the exception of a limited area along Salt and Chum creeks immediately east ofl-5 and a small area west ofl-5, was designated in this 1995 study as suitable for application of detention/retention basin stormwater control strategies (see Figure 20)." I I The limited area excepted above included the project location, which was not found suitable for stormwater detention facilities. I The analysis below is a more recent site-specific review of the drainage at the Redding Oasis Center. As indicated in the City of Redding Storm Detention/Retention Study, the analysis again considers whether detention in this area would be ill-advised due to the potential for exacerbating downstream flooding problems. I Analysis I Table 3 and Table 4 show that the project increases 1 OO-year flows in the North Oasis Center subbasin from 41 cfs to 148 cfs and the South Oasis Center subbasin from 65 cfs to 236 cfs. See the comparison between the 100-year Base in Table 3 and the 100-year Project Flows in Table 4 (see specifically B46828 [Oasis Center North] and B4690A [Oasis Center South]. I The tables also show that flow increases do not occur for the project at all locations downstream, in Churn Creek, to the mouth of Churn Creek. For example, the flows at combines in Churn Creek C3120 downstream of Boulder Creek and C1982, Churn Creek near mouth both decrease with the prc~ect. I Note that increases occur in Salt Creek are not due to project runoff but due to the tributary bypass shown on Figure 7. Before the project was defmed as having a bypass, sensitivity testing showed that the project land use changes by themselves did not cause peak flow increases in Salt Creek and Churn Creek. I I Figure 9 shows the existing "base" peak flow timing, and the "project" peak flow timing compared to peak flow at Churn Creek. The time of the existing base peak flow is at minute 747, 95 minutes before the time that the flow in Chum Creek peaks. Due to the more rapid runoff from the project paving and buildings, the time of project peak runoff is at minute 729, 113 minutes before the peak occurs in Churn Creek (18 I I 18 I I minutes earlier). In addition, project runoff recedes more quickly to low values after the peak rainfall intensity. Figure 9 shows that at minute 842 flow contribution due to project runoff is significantly lower than runoff due to existing base conditions. The influence of the project is similar at all locations downstream, that is, Churn Creek peaks with the project are the same or lower than Churn Creek peaks without the project. From Figure 9 it is clear that any delay in project runoff due to detention storage will cause an undesirable increase in Churn Creek peak flows. Therefore detention storage should not be required for this project. I I I Figure 9: Peak Flow Timing I Figure 9: Peak Flow Timing 250 50 B4682B-Base - B4682B-Project - B4690A-Base en - B4690A-Project N .... -B4690A- Project with Detention '" - " .... B4682B-Project with Detention " .... ~ .... '" ~ i "5 '" '" " a. ~ " tl .>< ~ '" '" e- '" ~ a. :a t> '" ~ '" .~ E '" ~ i!? a. E '15 " ~ ~ .... '" I E I ""'\. iF ~'\. ~ ~ ........ I I 200 I I ~ 150 ~ .. :l o ii: >';: @ 100 I I I o 500 550 600 650 700 750 Time (Mln) 800 850 900 950 1000 I I I Detention Storage Sensitivity Testing I Three detention storage alternatives were tested. These were: (1) Onsite storage of on site rtJInotT. Detention storage for project site runoff, with a detention pond on the north and south portions of the project. (2) Onsite storage of offsite runoff. Detention storage for tributary runoff bypassed flow with storage on the north side of the project and (3) OtTsite storage of otTsite runotT. Detention storage on the main channel of Salt Creek, near the north boundary of the project. The three alternative storage locations are shown on Figure 10. I I 19 I I I (J) Project Site Runoff Detention I In order to illustrate the undesirability of onsite detention storage of onsite runoff, this example analysis is provided. The HEC-l runoff model was set up with detention storage in the North and South project areas, which limited project peak runoff to values lower than existing base (pre-project) runoff. Figure 9 shows the effects of the hypothetical detention ponds on peak flows in the vicinity of the project. Figure 9 shows that, at Churn Creek, runoff from the project with detention storage (the green line) is greater than pre- project runoff at Churn Creek. At the time of the Churn Creek peak, flow detention would add 32 cfs to the project flow from Salt Creek. Flows also increase further downstream in Churn Creek. Detailed results are shown in Table 5. Detention storage as described in Alternative 1 is not feasible since it increases flows downstream in Churn Creek. I I I (2) Bypass Tributary Detention Storage I Flows from the bypass tributary above 64 cfs were directed over a modeled weir into a retention facility on the north boundary of the project. The retention facility would be kept dry between storms by pumping. Results are shown in Table 5. A retention storage facility of 17 acre-ft reduces flows in Salt Creek by 50 cfs, less than one-half of the increase due to the bypass. This detention storage facility covers four acres of the project land and is only made available by excavation of bedrock. As will be shown in the next section, a retention storage facility over 60 acre-ft in storage volume is required to eliminate all increases by completely retaining the bypass hydrograph. Alternative 2 is not recommended since it does not eliminate the flow increases downstream due to the bypass. I I (3) Salt Creek Main Channel Detention Storage I Main channel detention storage can be effective at reducing peak flows downstream, since the hydro graph peak coming from upstream runoff source areas usually determines peak discharge at all downstream locations. However, this alternative does not have a reasonable location for a detention structure, since it requires extensive dikes, outlet works, scour control, a spillway, and has a large back-up inundation storage area. A potential structure was evaluated which reduced the 100-year discharge peak downstream on Salt Creek to pre-project values. It was located as shown on Figure 10, with an affected area for the 100-year flood of approximately eight acres, with a multiple opening box culvert six ft high and 50 ft wide, and 500 ft of embankment dikes. The 100-year water surface elevation at the detention dam would increase 2.0 ft from 634.0 to 636.0 ft MSL. The 100-year water surface increases upstream for 450ft. The additional inundated area, above the existing 100-year floodplain, is 1.4 acres. This alternative requires significant land purchase and potential environmental studies and permitting. The feasibility of Alternative 3 should be compared with the loss 01'0.25 acres downstream on Salt Creek due to the project. I I I I I I I I I 20 I I I I I I I I I I I I I I I I I I I Figure 10: Oasis Center EIR Detellltion Alternatives ~~:' , r: . '1JI..)~';;t.,':'ll/~\Vt.:('f';'i.' .... 'f)"-J~\:' ' ~ ' ' ,::.~t'" : 'r! ...~~ fl" JjyJj(f,.;;--~/ ''fJ -;?'~:~:. ',. :.~ LClgure 10. , ':,. .' ii<'\"y'" ,JIll; , .~\ ,~~. ,OaslsCel'lteulEDIllt ?;1~~~: .::..'; "~;;n~~~',I', ~ "'I~~,,, "~f~ ~r"~~'~'~';":.:" .' 1~t .,~~o;;cy0JJ,." -'. ' ',' -: \- .~.: ,'-!f9f, ~ ' 1~~ .f\r- /'~~ ~ ~'-' ~.~-~~ (: '.. ' .~, ~,;.! tNir~~; . ....~~. 11 r' I .M~-:" '!I~ 1//", ''1~', tJ \l ~ ~ $.' . .~. ;--%11 J f:,... '.... rt) "~' n ;.~ ~I .Y.'f "t .' .J' ~. \JI_....;....;.' ~. \L '" r.: ~' ,,~', ~: ",.!i":'~ ~IN!~... .', ~".;. . .~", \.' ~ ,";~ ~,.G'.t .,~ ,...t;. ".;:.., f. '" r~ ~~. ~ "JIIIIt1' '-?!'l" _.::(~~~" ~....11!l '. ~\ ..~~/~~"'~ t l~ :.. .::' , ~~.l.. '~:., Z!J."" r)if .~~~ oJ':;}, "~'.',' fF~J; "1': '~t~:~~'€1:~~ 1\...'.. r.""" I;'t. -,I': .;;j -"'., r"i, ~ .-J~.:~.... ~lGloJi>!,'~" , ~-"~ ~ <: . 1 .\ !l!~ ~~. W!'~.;. ,.~,q..:A" 'I .;:",' ~~r:<;~,\:, v'fI,Q.,,*" . ~ , ^ 1J \. .~ "i.~ ~; . qJ.-(P'..j' 1Il.""'- . ., ..,.~ .', " 'l,1f~ ~~:: .l~ "n' ;..w.,.. ~ ',~,~~,'t~~entlonAltematDVetl)~ " : ,;. , .,' ~/ I ~':. > ~IJ~~~'~T. . J!/':it:~~~~~;~,~ . .~i~fjIJ I ~~~f",~ . I;' ~~~ <iI'V'<>~~~,~ .'W'r.<. 'J~' .: ~ .~<1~I>I;ct~r ""A,"~(,~~~,)!&..~':ft:' .} ;${ ~r~""~ ~~~ :.~~;:. \"~~~ , ~. I . 1I~ ~ ~~ ' .....\.~~ ~~. ~.... ' ..~~. ,..;q~; '. /, t, . Detention Altenll2ltlve #2 ,~, ,\:;,\~~'~;.',' ~~7.;'\...' '''}~~ ,'l '~~ 11.1'/ ..l,\*lr~oT ... . ~' ll~~.~~\,.... .:~ .;"L:.....:k. ~~i1 \JiJ. >Mf ~~ ":~~~f'jl~~7!~~ ~~~ ~. ,~~,.\~iJ;?~J;~t~'~~~'<~,c,'-.:, ~0J rJ, I ll...'fl.,.,~ ~ \ \ ~'iI';(L\r/ ,";(t ,',e, ~~: !}~I i,~1 ~"'~\' 'If ~,~ I~?P~~ ,;'1.;;~ k~~.'C~' : '* I '~~2!' 'J,,!l ...!:~ ~ ~lLll)etellltlon Alternative #11 OOllllo1h ~.;: ~,\ ~ l~;,.~' · V' .,~ . . ,<:'1r'V~~7 ~~~~ ~(J (~~ ^. ~tl~~ .~.~ "( I /~~ / /O!>- / ~~ ~ ~-:~ 'lA~~)b~ ct;- ~.';,~ · '"'$.~ l I['JJ!. ~ ~~~ ~'-,,"', ? <\' K 1f~/~~)~3~~~z~- - ~~=~~~~~\;:t~,!\~', to . ' ,C/ <?j 'it~;J. I J") /'~-f( I J I~ '~' ~) \') , .~. r/4.J1~.y.~~';i J:r(~~,t I . ~.~~) '~'-- " \,-~~ 'AI16:, 0A ~tr' ." (0'1'~U t\ \~ ~~I~ ;' '1 r~:'j" '> ~, . .' ~ /~y, ! ~ \\, ,,'\~ 1 - fi//t~ s' . S < ~. , -' 't. J \ ) .lfr ~ I 1.:....;/ I~ /.:'1 ~9 ~.1I ~!'l",,~ .~\. ~." ~': / idD.!'JJJ'.' .~' , ,~.} ";>iI.:' :'~{"\' :~~" ~ ' I If/til: [(~8 ~'?I q " ;~~~~~) , i" I ~.:~. ;~ IJ . F ~ ' ~ . '~~ \'", .. ., ~if /1 ".:., I . ~ ' / .~,~"', .ri~~~'~."~.\' ~l. .' ~...e..te. ~-itl.;lt~7\rv:'.,..~t~ 1r,iI .' ~/,., III 1/, . ; ~J)\\TI\ I ~'wN,~;t~~,.~)'Z/li \' .. " . ':...-1 ~.:~I>f~'" ~c- '" ' . J. I ~.. ' " ,,,~:~} .-f", . ':, ,'~/~ . "I,'!~ '. .f .m. .' . rl [7 .... , .. 'I '. ' · ", .t,I" , . .' 490 ~l . ~~ J" t~:. ~''''' i~' '~! ~1-, J;t~....~. ~'C '/,-JJ'.. ."t. '. ..:' 'I ''X~', , ~-=..- JI~ ,. .L ' ~~, ~ l 21 I I Retention Storage Sensitivity Testing I The tributary bypass would increase flow in Salt Creek from the location the bypass enters Salt Creek downstream to the original bypassed mouth of the tributary. Since any flow in the bypass represents new flow to this section of Salt Creek all of the bypass flow would require retention to prevent increased flows in Salt Creek. The volume of the bypass 24-hour runoff is 60 acre-feet. The retention pond would have to store 60 acre-feet and then pump or drain its contents after the flood event was over (12-24 hours). A retention pond 6 feet deep would cover an area of 10 acres, near the north boundary of the NOI1h Oasis Center, or approximately one third of the area of the North Oasis Center Project. This is unworkable since site topography does not have a reasonable location for a retention pond of this size. Excavation of a storage pond would require extensive blasting of bedrock in this area. I I I Table 5: HypotheticallDetention Storage Alternative #1 Peak Flows I HEC-l Alt 1 10 AIt 1 25 AIt 1100 Ponds Ponds Ponds Ponds C4612 1654 1944 2559 B4656 57 73 106 R4660A 57 73 106 B4660A 15 19 28 C4656 72 91 133 R4660B 72 91 133 B4660B 36 46 68 C4660A 107 136 200 R4666 107 136 199 B4666 13 16 24 C4660B 120 152 223 R4674 119 152 222 B4674 8 11 15 C4666 127 161 236 B4682A 3 4 5 C4674 129 164 241 C4616B 1732 2030 2668 Oasis Center North S4624 Boundary 1728 2028 2663 B4622 5 6 9 R4624 5 6 9 B4624 14 18 28 C4622 19 24 37 C4682A 1742 2044 2683 B4682B Oasis Center North 96 113 148 SNorth 22 23 25 C4624 1761 2064 2705 B4626 15 20 29 R4636 15 19 29 B4636 5 6 9 C4626 19 25 37 C4682B 1775 2079 2724 B4640 6 7 11 R4646 6 7 11 B4646 3 4 6 C4640 8 11 17 I I I I I I I I I I I I 22 I I I I I I I I I I I I I I I I I I I HEC-l Alt 1 10 AIt 1 25 AIt 1100 Salt Creek DS of C4636 Oasis Road 1781 2087 2734 S4652A 1756 2052 2687 B4652A 14 19 29 C4646 1767 2065 2704 BI074A 24 28 37 RI074A 23 27 36 B4690A Oasis Center South 155 181 236 SSouth 28 30 31 CI074A 51 56 66 Oasis Center South C4652A Boundary 1795 2097 2738 B4690B 11 14 21 C4690A 1798 2100 2743 B4652B 15 20 31 C4690B Salt Creek at Mouth 1808 2112 2758 Chum Creek DS of Cn08A Salt Creek 7314 8727 11785 Table 6: Hypothetical Detention Storage 100 Year Peak Flows, Alternatives #2 and #3 LOCATION BASE POND LOCATION BASE BASE BASE ALT POND ALT BASE ALT POND ALT AL T #2 #2 AL T #2 #2 AL T #3 #3 AL T #3 #3 C4612 2572 C4612 2572 C4612 2465 C4612 2465 B4656 106 B4656 106 B4656 99 B4656 99 R4660A 106 R4660A 106 R4660A 99 R4660A 99 B4660A 28 84660A 28 B4660A 26 B4660A 26 C4656 133 C4656 133 C4656 125 C4656 125 R4660B 133 R4660B 133 R4660B 125 R4660B 125 B4660B 68 84660B 68 B4660B 64 B4660B 64 C4660A 200 C4660A 200 C4660A 187 C4660A 187 R4666 199 R4666 199 R4666 187 R4666 187 B4666 24 84666 24 B4666 22 B4666 22 C4660B 222 C4660B 222 C4660B 209 C4660B 209 R4674 222 R4674 222 R4674 208 R4674 208 B4674 15 84674 15 B4674 14 B4674 14 C4666 235 C4666 235 C4666 221 C4666 221 B4682A 5 84682A 5 B4682A 5 B4682A 5 C4674 241 C4674 241 C4674 226 C4674 226 DIV64 64 C4616B 2572 C46161B 2572 Oasis Center North DIV 64 177 S4624 Boundary 2567 S4624 2567 DIVRES 177 B4622 9 B4622 9 23 I I I I I I I I I I I I I I I I I I I DIVRES 0 R4624 9 R4624 9 RET64 64 B4624 26 B4624 26 CDIV64 64 C4622 35 C4622 35 C4616B 2682 C46168 2636 C4682A 2587 C4682A 2587 Oasis Center North S4624 Boundary 2677 S4624 2630 SOASIS 2472 B4622 9 84622 9 B4682B 132 B4682B 132 R4624 9 R4624 9 C4624 2600 C4624 2485 B4624 28 B4624 28 B4626 27 B4626 27 C4622 37 C4622 37 R4636 27 R4636 27 C4682A 2697 C4682A 2650 B4636 8 B4636 8 Oasis Center B4682B North 147 B46828 147 C4626 35 C4626 35 C4624 2711 C4624 2664 C46828 2619 C46828 2501 B4626 29 B4626 29 B4640 11 B4640 11 R4636 29 R4636 29 R4646 11 R4646 11 B4636 9 B4636 9 B4646 5 B4646 5 C4626 37 C4626 37 C4640 16 C4640 16 Salt Creek DS of Oasis C4682B 2731 C4682B 2684 C4636 Road 2629 C4636 2509 B4640 12 B4640 12 S4652A 2587 S4652A 2482 R4646 12 R4646 12 B4652A 27 B4652A 27 B4646 6 B4646 6 C4646 2604 C4646 2496 C4640 17 C4640 17 B 1074A 33 B 1074A 33 Salt Creek DS of Oasis C4636 Road 2741 C4636 2694 R1074A 33 R1074A 33 Oasis Center S4652A 2694 S4652A 2646 B4690A South 210 B4690A 210 84652A 29 B4652A 29 C1074A 226 C1074A 226 Oasis Center South C4646 2711 C4646 2662 C4652A Boundary 2629 C4652A 2521 81074A 36 81074A 36 B4690B 19 B4690B 19 Rl074A 36 R1074A 36 C4690A 2634 C4690A 2525 Oasis Center B4690A South 234 84690A 234 B4652B 29 B4652B 29 Salt Creek at CI074A 251 C1074A 251 C4690B Mouth 2649 C4690B 2537 Oasis Center Churn Creek South DS of Salt C4652A Boundary 2739 C4652A 2690 C 1108A Creek 11347 C 1108A 11168 B4690B 21 B4690B 21 C4690A 2744 C4690A 2695 B4652B 31 846528 31 Salt Creek at C4690B Mouth 2758 C46908 2709 Churn Creek DS of Salt CI108A Creek 11833 C 11 08A 11781 24 I I I I I I I I I I I I I I I I I I I General Plan Future Land Use HEC-l Model An analysis was made to determine if detention storage was required for future land use General Plan Buildout. Table 7 for Salt Creek and Table 8 for Churn Creek both show that for General Plan future land use the project also decreases flows downstream. Detention storage would not work because delaying project runoff with detention would increase flows in Churn Creek similar to the analysis shown on Figure 9. Table 7: General Plan Future lLand Use Model Salt Creek Subbasins General Plan General Plan Without With Project 10 25 100 PROJECT 10 25 100 C4612 1792 2056 2701 C4612 1792 2056 2701 S4624 1787 2055 2696 B4656 79 96 133 B4622 14 16 22 R4660A 79 96 132 R4624 12 14 19 B4660A 34 40 54 B4624 31 37 51 C4656 97 117 162 C4622 37 44 60 R4660B 96 117 161 C4620C 1799 2068 2712 B4660B 117 137 181 84682C 3 4 6 C4660A 156 187 254 C4624 1800 2069 2715 R4666 155 185 252 B4626 43 51 69 B4666 39 46 60 R4636 42 49 66 C4660B 192 228 307 B4636 17 20 27 R4674 190 225 303 C4626 51 61 81 B4674 29 34 43 C4682C 1811 2082 2731 C4666 209 248 332 B4640 22 26 35 B4682A II 12 16 R4646 22 26 35 C4674 217 256 343 B4646 14 16 21 C4616B 1858 2125 2795 C4640 34 40 53 S4624 1853 2124 2789 C4636 1817 2088 2739 B4622 14 16 22 S4652A 1786 2055 2687 R4624 12 14 19 B4652A 14 19 29 B4624 31 37 51 84690C 3 4 6 C4622 37 44 60 C4652A 17 22 35 C4682A 1865 2137 2806 C4646 1799 2069 2706 846828 97 113 149 B4656 79 96 133 C4624 1873 2145 2816 R4660A 79 96 132 B4626 43 51 69 B4660A 34 40 54 R4636 42 49 66 C4656 97 117 162 B4636 ]7 20 27 R4660B 96 ] ]7 161 C4626 51 61 8] B4660B ]] 7 ]37 181 C4682B 1884 2]57 2833 C4660A ]56 ] 87 254 B4640 22 26 35 R4666 ]55 ]85 252 R4646 22 26 35 B4666 39 46 60 B4646 14 ]6 2] C4660B 192 228 307 C4640 34 40 53 R4674 190 225 303 C4636 1890 2]64 284] 25 I I I I I I I I I I I I I I I I I I I General Plan General Plan Without With Project 10 25 100 PROJECT 10 25 100 B4674 29 34 43 S4652A 1861 2137 2789 C4666 209 248 332 B4652A 14 19 29 B4682A II 12 16 C4646 1872 2150 2805 C4674 217 256 343 R4682B 214 253 338 846828 23 30 43 C4682A 237 282 381 R4690 236 281 379 BI074A 30 34 45 B1074A 30 34 45 C4682B 255 304 410 RI074A 29 34 44 R4690A 252 300 403 B4690A 34 45 70 B4690A 155 180 236 C1074A 286 345 473 C1074A 168 196 258 R4690B 284 343 470 C4652A 1886 2162 2822 B4690B 21 26 35 B4690B 21 26 35 C4690A 295 356 488 C4690A 1889 2165 2826 B4652B 56 66 87 B4652B 56 66 87 C4690C 320 385 528 C4690B 1903 2184 2854 C4690B 1895 2173 2834 Cll08A 7792 9145 12181 C 1108A 7783 9138 12161 Table 8: General Plan Future Land Use Model All Churn Creek Combines General Plan General Plan Without With Pro.iect 10 25 100 PROJECT 10 25 tOO C 1108A 7792 9145 12181 CII08A 7783 9138 12161 C4690 7801 9156 12197 C4690 7792 9149 12176 CI108B 7811 9168 12213 CI108B 7802 9161 12192 CI1l8A 7815 9173 12219 C1118A 7806 9166 12198 C 1154 7837 9198 12252 CI154 7828 9191 12231 CI157 7799 9157 11999 CI157 7790 9150 11983 CI171 7820 9183 12031 CI171 7811 9175 12014 CI200 7838 9204 12058 CI200 7829 9196 12042 C1292 8011 9401 12295 C1292 8001 9394 12279 C1300 7998 9388 11900 C1300 7988 9381 11882 C1304 8010 9402 11915 C1304 8000 9395 11898 C1312 8018 9412 11927 C1312 8008 9404 11909 C1320 8021 9414 11929 C1320 8011 9406 11911 C1332 8028 9423 11939 C1332 8019 9415 11922 C1344 8031 9426 11943 C 1344 8021 9418 11925 26 I I I I I I I I I I I I I I I I I I I General Plan General Plan Without With Proiect 10 25 100 PROJECT 10 25 100 C1368 8060 9459 11980 C1368 8050 9452 11963 C1381 8056 9456 11984 C1381 8046 9449 11967 C1394 8061 9462 11991 C1394 8051 9455 11973 C1404 8063 9464 11993 C1404 8052 9456 11975 C1430 8055 9454 11986 C1430 8046 9446 11969 C1434 8055 9454 11991 C1434 8045 9445 11974 C1438 8065 9465 12004 C1438 8055 9457 11987 C1466 8099 9504 12051 C1466 8089 9496 12034 C1472 8067 9471 12027 C1472 8056 9462 12010 C3120 8837 10387 13033 C3120 8825 10379 13016 C1485 8845 10396 13046 C1485 8832 10387 13029 C1494 8831 10387 12939 C1494 8818 10377 12923 C1508 8856 10418 12978 C1508 8843 10408 12962 C1512 8858 10420 12981 C1512 8845 10411 12965 CI538 8869 10433 12996 C1538 8856 10424 12980 C 1544 8874 10439 13002 C1544 8861 10429 12986 C 1548 8876 10442 13006 C1548 8863 10432 12990 CI586 8904 10474 13042 CI586 8891 10465 13026 CI599 8912 10483 13051 C1599 8899 10474 13035 C1601B 8880 10457 13040 C160lB 8867 10446 13024 CI602 8948 10540 13125 C1602 8934 10529 13109 C 160 1 C 8952 10544 13129 C 160 1 C 8938 10533 13114 C1834A 9080 10695 13284 C1834A 9066 10684 13269 C1843 9041 10665 13310 C1843 9026 10651 13296 C1893 9253 10936 13680 C1893 9240 10922 13667 C1936A 9101 10775 13391 C1936A 9091 10761 13380 C1898 9138 10821 13447 C 1898 9128 10808 13437 C1896 9188 10880 13504 CI896 9178 10866 13494 CI920 9121 10815 13472 C1920 9113 10802 13462 C1924 9127 10821 13479 C 1924 9118 10809 13469 C 1928 9137 10837 13509 C1928 9129 10824 13499 CI931 9111 10813 13520 C 193 I 9104 10801 13511 CI962 9190 10906 13630 C]962 9183 10894 13620 C1970 9186 10910 13683 C1970 9180 ]0899 13674 CI976 9240 10978 13781 CI976 9234 10967 13772 C 1982 9238 10979 13801 CI982 9233 10968 13792 27 I I tOO-Year HECRAS Water Surface Elevation Analysis I Introduction I The purpose of the HECRAS analysis was to determine the influence of the floodplain encroaehment of proposed Churn Creek Road and the tributary diversion on lOa-year water surface elevations in Salt Creek. The analysis includes an analysis of Churn Creek Road south of the project because that road is identified as an improvement in the Redding General Plan. The Redding Oasis Center project does not propose building Chum Creek Road south of the project site. The MWH revised HECRAS (June 2002) model of Salt Creek was used as the basis for this analysis. Figure 11 shows the HECRAS cross-section locations at the Oasis Center Project. Table 9 shows the resulting water level changes for the lOa-year flood. Due to the project the lOa-year peak water surface elevations increase at the north boundary from 633.96 to 634.03 ft, at Oasis Road from 630.03 to 630.12 ft, and at the south boundary from 622.94 to 623.04 ft. There were minor encroachments on the west side of the 100- year floodplain due to fill associated with the proposed Churn Creek Road alignment. These small areas of proposed fill occurred in non-effective flow areas and did not raise the lOO-year water surface elevation of Salt Creek. The increases in 100-year floodplain elevations shown on Table 9 were caused by the bypass of the Salt Creek tributary only. I I I I I I I I I I I I I I I 28 I I I I I I I I I I I I I I I I I I I Figure 11: HEC-RAS Salt Creek Cross Sections and tOO-Year Floodplain 29 I I I I I I Table 9: 100-Year Floodplain Elevations I I I Cross Section Location 100-Year Water Surface Elevation HEC-RAS/HEC-l Location Base Case Proiect Case Chant!c in No Encroachment With Encroachment Elevation (ft MSL 1929) (ft MSL 1929) (ft) 170 615.00 615.00 +.00 380---C4690B/C4690B 615.34 615.33 -.01 698 618.50 618.54 +.04 850 619.41 619.51 +.10 1054 619.64 619.73 +.09 1286 620.59 620.71 +.12 1374 622.28 622.36 +.08 1459 622.38 622.47 +.09 1586 622.75 622.85 +.10 1699----C4646/C4652A 622.94 623.04 +.10 South Boundarv 1720 622.99 623.10 +.11 1925 623.72 623.81 +.09 2205 625.11 625.18 +.07 2735 628.62 628.71 +.09 3095---C4636/C4636 629.65 629.74 +.10 3405---0asis Road 630.03 630.12 +.09 3805 632.07 632.17 +.09 4235---C4612/C4616B 633.96 634.03 +.07 North Boundarv 4725 636.25 636.31 +.06 5165---C4612/C4612 637.82 637.81 -.01 I I I I HEC-lRAS Results I I I I I I The Chum Creek road alignment encroachments have little significant effect on the 100-year water surface elevation. The increase is due to the increased flows of approximately 130 cfs due to the diversion of the Interstate 5 tributary north of the project boundary. The average rise of the 100-year water surface elevation between Oasis Center Project (section 1699) and the mouth of Salt Creek (section 170) is .07 feet (0.8inches ). 30 I I I I I I I I I I I I I I I I I I I List of Appendices Appendix A: Subbasin Land Use and Soil Type Parameters Chmrn Creek Base 2004 Appendix B: 2004 Natlllral Basin ILag Time Churn Creek Base Appendix C: Flow Path Component Lag Time Churn Creek Base 2004 Appendix D: 2004 Channen ROlUltting Parameters Churn Creek Base Appendlix E: Storage Routing Parameters Churll1l Creek Base 2004 Appendix F: Storage Routing Parameters Churn Creek Base 2004 Appendix G: Attached! CD of Computer Files Appendix H: City of Redding Hydrology Mall1lual Revisions 31 I I AplPenrllfix A: Sul!JbasilID Land lU~e 2II111dl Soil Type P2Jr2meteIr~ ChuJrn Creek Base 2004 I I lBasin Tot Area Mean 0/4. of Soil % of Soil % of Soil Land Use Elevation Tvoe B Type C Type ][) 8900 1]82 1100 0 5 o Single Family Residential:>2-3 units/aere 8900 1182 1100 0 5 o Rural Residential:>.5-1 units/acre-no gutters 8900 1182 1100 40 0 o Oak/Pine Forrest 8900 1182 1100 0 50 o ChaoDaral/8rush 8902 429 1000 0 0 5 Rural Residential:>.5-1 units/acre-no gutters 8902 429 1000 50 0 o Oak/Pine Forrest 8902 429 1000 0 45 o ChaDDarallBrush 8904 857 1100 10 0 o Rural Residential:>.5-1 units/acre-no gutters 8904 857 1100 20 20 o OaklPine Forrest 8904 857 1]00 0 0 50 ChaDDarallBrush 8906 17 847 10 0 o Rural Residential:>.5-lunitslaere-no gutters 8906 17 847 90 0 o ODen Oak/Pine Woodland/Grassland 8908 180.9 800 50 0 o Single Family Residential:> 1-2 units/acre 8908 180.9 800 30 0 o Rural Residential:>.5-lunits/aere-no gutters 8908 180.9 800 10 10 o ODen Oak/Pine Woodland/Grassland 89JO 66 740 0 80 20 ODen Oak/Pine Woodland/Grassland 8912 214 1000 5 0 o Rural Residential:>.5-1 units/acre-no gutters 8912 214 1000 85 0 o Oak/Pine Forrest 8912 2]4 1000 0 10 o ChaDDarall8rush 8914 56 858 0 10 o Rural Residential:>.5-1 units/acre-no gutters 8914 56 858 50 0 o OaklPine Forrest 8914 56 858 0 40 o ChaDDarallBrush 8916 10 1000 100 0 o ODen Oak/Pine Woodland/Grassland 8918 29 916 100 0 o ODen Oak/Pine Woodland/Grassland 8920 8.3 834 20 0 80 ODen OakIPine Woodland/Grassland 8922 3.8 800 0 100 o ODen OaklPine Woodland/Gmssland 8924 26.6 803 60 40 o ChaDDarallBrush 8926 34.2 800 60 0 o ODen Oak/Pine Woodland/Gmssland 8926 34.2 800 0 40 o ChaDDarallBrush 8928 37.4 750 0 80 20 ODen Oak/Pine Woodland/Grassland 8930 19.9 750 0 50 50 Open Oak/Pine Woodland/Grassland 8931 36.2 732 0 20 o Industry 8931 36.2 732 0 80 o ODen Oak/Pine Woodland/Grassland 8932 39.2 732 0 10 o Industry 8932 39.2 732 0 90 o Open Oak/Pine Woodland/Grassland 8934 130 880 0 30 o Rural Residential:>.5-1 unit~/aere-no gutters 8934 130 880 0 35 35 Open Oak/Pine Woodland/Grassland 8936 117 750 0 50 50 Open Oak/Pine Woodland/Grassland 8938 85 950 0 70 o Single Family Residential:>3-4 units/acre 8938 85 950 0 0 30 ODen Oak/Pine Woodland/Grassland 8940 75 800 0 20 o Offices/Schools 8940 75 800 0 40 o Single Family Residential:>3-4 units/acre 8940 75 800 0 20 o Pasture/Parkland/Mowed Grass 8940 75 800 0 20 o ODen Oak/Pine Woodland/Grassland 8942 14.\ 800 0 0 50 Single Family Residential:>3-4 units/acre 8942 14.1 800 0 0 50 Single Family Residential:>2-3 units/acre 8944 50 840 0 0 30 Single Family Residential:>3-4 units/acre 8944 50 840 0 70 o ODen Oak/Pine Woodland/Grassland 8946 74.7 800 0 0 40 Industry 8946 74.7 800 0 15 o Single Family Residential:>3-4 units/acre 8946 74.7 800 0 45 o Pasture/Parkland/Mowed Grass 8948 11.1 750 0 100 o ODen Oak/Pine Woodland/Grassland 8949 661.4 1300 0 50 50 ODen Oak/Pine Woodland/Grassland 8950 161 880 0 0 15 Multifamily Residential:>6-1 0 units/acre 8950 161 880 0 40 45 Open Oak/Pine Woodland/Grassland 8952 109 900 0 15 o Single Familv Residential:>3-4 units/acre 8952 109 900 0 10 75 ODen Oak/Pine Woodland/Grassland I I I I I I I I I I I I I I I 32 I I I Basin Tot Area Mean % of Soil % of Soil % of Soil Land Use lElevation Type B Type C Type D 8954 82.1 750 0 0 50 Industry 8954 82.1 750 0 0 50 Open Oak/Pine Woodland/Grassland 8956 ] 7 850 100 0 o Open Oak/Pine Woodland/Grassland 8958 3 850 0 0 100 Open Oak/Pine Woodland/Grassland 8960 16 760 0 0 100 Open Oak/Pine Wood]and/Grassland 8962 6 850 0 0 100 Open Oak/Pine Woodland/Grassland 8964 42 715 0 0 50 Single Family Residential:>3-4 units/acre 8964 42 7]5 0 0 45 Single Family Residential:>:2-3 units/a,;re 8964 42 7]5 0 0 5 Open Oak/Pine Woodland/Grassland 8966 51.8 776 0 0 9 Commercial/Highways/Parking 8966 51.8 776 0 0 8 Single Family Residential:> 1-2 units/acre 8966 51.8 776 0 0 20 8areINewly Graded 8966 51.8 776 0 0 54 Open Oak/Pine Woodland/Grassland 8966 51.8 776 0 0 9 Chapparal/8rush 8968 21.7 722 0 0 10 Industry 8968 21.7 722 0 0 76 Open Oak/Pine Woodland/Grassland 8968 21.7 722 0 0 14 Chapparal/8rush 8970 7.2 895 0 I I Single Family Residential:>] -2 units/acre 8970 7.2 895 0 74 24 Open OaklPine Woodland/Grassland 8972 17.3 823 0 6 o Single Family Residential:>] -2 units/acre 8972 17.3 823 0 47 45 Open Oak/Pine Woodland/Grassland 8972 17.3 823 0 2 o Chapparal/8rush 8974 12.2 811 0 0 8 Single Family Residential:>1-2 units/acre 8974 12.2 8] I 0 0 85 Open Oak/Pine Woodland/Grassland 8974 12.2 811 0 0 7 Chapparal/8rush 8976 ]2 762 0 45 55 Open Oak/Pine Woodland/Grassland 8978 ]2.3 740 67 0 33 Open Oak/Pine Woodland/Grassland 8980 10.7 724 0 0 30 Industry 8980 10.7 724 0 0 70 Open Oak/Pine Woodland/Grassland 8982 24.9 720 0 85 15 Open Oak/Pine Woodland/Grassland 8984 4.6 712 0 0 100 Open Oak/Pine Woodland/Grassland 8986 2.9 775 0 100 o Open Oak/Pine Woodland/Grassland 8988 9 777 0 100 o Single Family Residential:>2-3 units/acre 8990 8.3 787 0 100 o Single Family Residential:>2..3 units/acre 8992 1.9 760 0 100 o Open Oak/Pine Woodland/Grassland 8994 4.1 760 0 60 40 Open Oak/Pine Woodland/Grassland 8996 6.3 743 0 50 50 Open Oak/Pine Woodland/Grassland 8998 52 710 20 60 o Open Oak/Pine Woodland/Grassland 8998 52 710 0 20 o Oak/Pine Forrest 81000 42 1140 60 0 o Open Oak/Pine Woodland/Grassland 81000 42 ]140 0 40 o Chapparal/8rush 81001 10 924 ]00 0 o Open Oak/Pine Woodland/Grassland 81002 44 ]]50 60 0 o Open Oak/Pine Woodland/Grassland 81002 44 ] 150 0 40 o Chapparal/8rush 81004 10 900 100 0 o Open Oak/Pine Woodland/Grassland 81006 12 825 ]00 0 o Open Oak/Pine Woodland/Grassland 8]008 9 840 100 0 o Open Oak/Pine Woodland/Grassland 8]010 27.3 800 0 100 o Open Oak/Pine Woodland/Grassland 8]0]2 23 828 10 0 o Rural Residential:>.2-.5 units/acre-no gutters 81012 23 828 90 0 o Open Oak/Pine Woodland/Grassland 8]015 52 870 0 40 o Rural Residential:>.2-.5 units/acre-no gutters 81015 52 870 0 40 o Open Oak/Pine Woodland/Grassland 81015 52 870 20 0 o Oak/Pine Forrest 8]0]7 19.9 780 0 90 10 Open Oak/Pine Woodland/Grassland 8]018 34 772 0 0 30 Rural Residential:>.5-1 units/acre-no gutters 81018 34 772 0 0 70 Open Oak/Pine Woodland/Grassland 8]019 17.8 776 0 0 5 Commercial/Highways/Parking 81019 17.8 776 0 95 o Open Oak/Pine Woodland/Grassland 8]020 11.9 760 0 0 100 Rural Residentia]:>.5-1 units/acre-no gutters 8102] 15.1 760 0 0 ]00 Open Oak/Pine Woodland/Grassland 8]022 30.6 720 0 0 ]00 Industry 8]023 8 720 0 100 o Industry I I I I I I I I I I I I I I I I 33 I I I Basin Tot Area Mean % of Soil % of Soil % of Soil Land Use Elevation Type B TVDe C TVDe D BI024 46.8 710 0 100 o Industrv BI025 100.2 690 0 50 50 Ooen Oak/Pine Woodland/Grassland BI026 27 698 0 0 100 Ooen Oak/Pine Woodland/Grassland BI028 II 798 0 0 100 Sinl!le Family Residential:>2-3 units/acre BI030 19.2 705 0 0 100 Single Family Residential:>2-3 units/acre B 1032 24 678 0 0 100 Sinl!le Family Residential:>:2-3 units/acre BI034 10 702 0 0 100 Sinl!le Family Residential:> 1-2 units/acre BI036 42.9 700 0 0 100 Ooen OaklPine Woodland/Grassland BI038 23.9 680 0 0 100 Ooen Oak/Pine Woodland/Grassland BI040 27 703 0 0 100 Chaooaral/Brush BI042 31 669 14 40 6 Ooen Oak/Pine Woodland/Grassland BI042 31 669 16 10 14 Oak/Pine Forrest BI044 18 709 0 0 100 Oak/Pine Forrest BI046 16 678 0 0 100 Ooen OaklPine Woodland/Grassland BI048 72 658 0 0 30 Rural Residential:>.5-1 units/acre-no gutters BI048 72 658 10 10 50 Ooen Oak/Pine Woodland/Grassland B I 052A 23 640 0 0 50 Rural Residential:>.5-1 units/acre-no gutters BI052A 23 640 0 0 50 Ooen Oak/Pine Woodland/Grassland BI052B 14 632 0 0 35 IndustTv B I 052B 14 632 0 0 50 Rural Residential:>.2-.5 units/acre-no gutters BI052B 14 632 0 0 15 Ooen Oak/Pine Woodland/Grassland B4000 56 1235 10 0 o Ooen Oak/Pine Woodland/Grassland B4000 56 1235 50 0 40 Chaooaral/Brush B4002 38 1117 10 0 o Rural Residential:>.2-.5 units/acre-no gutters B4002 38 1117 10 0 o Ooen Oak/Pine Woodland/Grassland B4002 38 1117 30 0 50 ChaooarallBrush B4004 28 1078 10 0 o Ooen Oak/Pine Woodland/Grassland B4004 28 1078 90 0 o Chaooaral/Brush B4012 50 1076 10 0 o Rural Residential:>.2-.5 units/acre-no gutters B4012 50 1076 10 0 o Ooen Oak/Pine Woodland/Grassland B4012 50 1076 30 50 o Chaooaral/Brush B4013 27 1059 0 20 o Rural Residential:>.2-.5 units/acre-no gutters B4013 27 1059 0 10 o Ooen Oak/Pine Woodland/Grassland B4013 27 1059 0 70 o ChaDoarallBrush B4017 36 938 0 0 20 Rural Residential:>.2-.5 units/acre-no gutters B4017 36 938 0 0 20 Ooen Oak/Pine Woodland/Grassland B4017 36 938 0 0 60 ChaDoaral/Brush B4020 73 1073 10 0 o Rural Residential:>.2-.5 units/acre-no gutters B4020 73 1073 10 0 o Ooen Oak/Pine Woodland/Grassland B4020 73 1073 0 80 o Chaooaral/Brush B4026 20 873 0 0 10 Rural Residential:>.2-.5 units/acre-no gutters B4026 20 873 0 0 10 Ooen Oak/Pine Woodland/Grassland B4026 20 873 70 0 10 ChaooarallBrush B4034 37 952 10 0 10 Rural Residential:> .2-.5 units/acre-no gutters B4034 37 952 10 0 o Ooen Oak/Pine Woodland/Grassland B4034 37 952 30 0 40 ChaooarallBrush B4041 29 836 30 30 o Rural Rcsidential:>.5-1 units/acre-no gutters B4041 29 836 40 0 o Ooen Oak/Pine Woodland/Grassland B4042 30 877 35 0 35 Rural Residential:>.2-.5 units/acre-no guttcrs B4042 30 877 5 0 5 Ooen Oak/Pine Woodland/Grassland B4042 30 877 10 0 10 ChaooarallBrush B4050 12 777 0 0 20 Rural Residential:> .2-.5 units/acre-no gutters B4050 12 777 0 0 80 Ooen Oak/Pine Woodland/Grassland B4058 4 868 0 0 30 Sing]c Familv Residential:> 1-2 units/acre B4058 4 868 0 0 70 Chaooaral/Brush B4064 8 787 5 0 45 Rural Residential:>.5-1 units/a,;re-no gutters B4064 8 787 5 0 45 Oak/Pine Forrest B4070 4 883 0 0 30 Rural Residential:>.5-1 units/acre-no gutters B4070 4 883 0 0 70 Chaooaral/Brush B4076 7 790 0 0 70 Rural Residential:>.5-1 units/acre-no gutters B4076 7 790 0 0 30 ChaooarallBrush B4084 31 9]8 0 0 30 Rural Residential:>.5-1 units/acre-no gutters I I I I I I I I I I I I I I I I 34 I I I Basin Tot Area Mean % of Soil % of Soil % of Soil Land Vse Elevation Type B Type C Type D 84084 31 918 0 0 70 Chapparal/8rush 84090 18 764 0 0 40 Rural Residential:>.5-1 units/acre-no !'utters 84090 18 764 0 0 60 Oak/Pine Forrest 84098 6 779 0 0 100 Rural Residential:>.5-1 units/acre-no ~'Ullers 84104 8 765 0 0 100 Rural Residential:>.5-1 units/acre-no gutters 84112 8 758 0 0 30 Open Oak/Pine Woodland/Grassland 84112 8 758 0 0 70 Chappara 1/8rush 84115 34 748 0 0 20 I ndustrv 84115 34 748 0 10 40 Rural Residential:>.5-1 units/acre-no gutters 84115 34 748 0 6 24 Oak/Pine Forrest 84128 24 947 0 0 10 Rural Residential:>.5-1 units/acre-no gutters 84128 24 947 0 0 90 Oak/Pine Forrest 84134 6 777 0 0 100 Rural Residential:>.5-1 units/acre-no gutters 84140 29 827 0 0 20 Rural Residential:>.5-1 units/acre-no gutters 84140 29 827 0 0 30 Open Oak/Pine Woodland/Grassland 84140 29 827 0 0 50 Oak/Pine Forrest 84146 7 767 0 0 50 Single Family Residential:> 1-2 units/acre 84146 7 767 0 0 50 Oak/Pine Forrest 84158 13 746 0 0 10 Rural Residential:>.5-1 units/acre-no gutters 84158 13 746 0 0 20 Open Oak/Pine Woodland/Grassland 84158 13 746 0 0 70 Oak/Pine Forrest 84166 21 768 0 0 20 Rural Residential:>.5-1 units/acre-no gutters 84166 21 768 0 0 30 Rural Residential:>.2-.5 units/acre-no gutters 84166 21 768 0 0 50 Open OaklPine Woodland/Grassland 84172 22 743 0 0 50 Rural Residential:>.5-1 units/acre-no gutters 84172 22 743 0 0 50 Open Oak/Pine Woodland/Grassland 84180 29 735 0 0 20 Rural Residential:>.5-1 units/acre-no gutters 84180 29 735 0 0 80 Open Oak/Pine Woodland/Grassland 84184 50 730 0 0 70 Industry 84184 50 730 30 0 o Open Oak/Pine Woodland/Grassland 84]87 17 719 20 0 o Industry 84187 17 719 80 0 o Open Oak/Pine Woodland/Grassland 84190 9 7]3 100 0 o Oak/Pine Forrest 84194 46 722 30 0 o IndustIY 84194 46 722 70 0 o Oak/Pine Forrest 84200 62 707 0 20 20 Open Oak/Pine Woodland/Grassland 84200 62 707 0 20 o Oak/Pine Forrest 84200 62 707 0 20 20 Chapparal/8rush 84204 30 698 20 0 o Oak/Pine Forrest 84204 30 698 60 20 o Chapparall8rush 84208 46 716 50 0 50 Chapparal/8rush 84214 47 685 0 60 40 Open Oak/Pine Woodland/Grassland 84218 40 689 0 60 40 Open Oak/Pine Woodland/Grassland 84224 20 690 0 0 100 Open Oak/Pine Woodland/Grassland 84228 28 687 0 30 70 Open Oak/Pine Woodland/Grassland 84234A 26 676 0 0 70 Rural Residential:> .2-.5 units/acre-no gutters 84234A 26 676 0 0 30 Open Oak/Pine Woodland/Grassland 842348 56 669 0 0 100 Open OaklPine Woodland/Grassland 84242 53 694 0 0 100 ChapparallBrush 84246A 31 684 0 0 100 Open Oak/Pine Woodland/Grassland B4246B 17 676 0 0 100 Open OaklPine Woodland/Grassland B4254 28 658 0 0 100 Rural Residential:>.5-1 units/acre-no gutters 84262 14 641 0 0 30 Rural Residential:>.5-1 units/acre-no gutters 84262 14 641 0 0 70 Open Oak/Pine Woodland/Grassland B4270A 7 640 0 0 100 Rural Residcntial:>.2-.5 units/acre-no gulters 842738 17 639 0 0 100 Rural Residential:>.2-.5 units/acre-no gutters 81058 24 655 60 0 o Industry 81058 24 655 40 0 o Open Oak/Pine Woodland/Grassland 8 I 066A 12 641 0 0 30 CommerciallHighways/Parking 81066A 12 641 0 0 70 Open Oak/Pine Woodland/Grassland BI066B 8 627 0 0 50 Single Family Residential:> 3-4 units/acre BI066B 8 627 0 0 50 Open Oak/Pine Woodland/Grassland I I I I I I I I I I I I I I I I 35 I I I Basin Tot Area Mean % of Soil % of Soil % of Soil Land Use Elevation Type B Type C Type D 83500 128 1082 0 0 20 Open Oak/Pine Woodland/Grassland 83500 128 1082 0 0 80 Chapparal/8rush 83502 62 992 0 0 40 Open Oak/Pine Woodland/Grassland 83502 62 992 0 60 o Channaral/Brush 83510 16 789 0 100 o Open Oak/Pine Woodland/Grassland 83514 31 998 0 40 40 Open Oak/Pine Woodland/Grassland 83514 31 998 0 10 10 Channaral/Brush 83520 19 804 0 80 20 Opcn Oak/Pine Woodland/Grassland 83528 21 762 0 4 16 Rural Residential:>.5-1 units/acre-no gutters 83528 21 762 0 16 64 Oak/Pine Forrest 83534 65 993 0 0 100 Oak/Pine Forrest 83540 39 816 0 50 50 Open Oak/Pine Woodland/Grassland 83552 29 752 0 20 20 Rural Residential:>.2-.5 units/acre-no gutters 83552 29 752 0 30 30 Open Oak/Pine Woodland/Grassland 83560 26 714 20 0 30 SinQle Familv Residential:>4-6 units/acre 83560 26 714 20 0 30 Oak/Pine Forrest 83568 34 944 25 0 75 Oak/Pine Forrest 83572 28 820 15 0 15 Rural Residential:>.5-1 units/acre-no gutters 83572 28 820 35 0 35 Open Oak/Pine Woodland/Grassland 83582 16 756 28 0 72 Rural Residential:>.5-1 units/acre-no gutters 83590 6 726 10 0 15 Commereia1!Hi !!hwavs/Parking 83590 6 726 20 0 20 Rural Residential:>.5-1 units/acre-no gutters 83590 6 726 10 0 25 Open Oak/Pinc Woodland/Grassland 83594 7 695 0 5 o CommereialfHi!!hwavs/Parking 83594 7 695 0 95 o Onen Oak/Pine Woodland/Grassland 83602 ]6 682 0 0 50 Open Oak/Pine Woodland/Grassland 83602 16 682 0 0 50 Oak/Pine Forrest 83606 71 843 0 0 10 Rural Residential:>.5-1 units/acre-no gutters 83606 71 843 0 0 40 Onen Oak/Pine Woodland/Grassland 83606 71 843 0 0 50 Channaral/8rush 836]0 24 811 50 0 50 Open Oak/Pine Woodland/Gr,assland 83616 8 763 50 0 50 Rural Residential:> .5-] units/acre-no gutters 83624 14 742 20 0 20 Rural Rcsidcntial:>.5-1 units/acre-no gutters 83624 14 742 30 0 30 Open Oak/Pine Woodland/Grassland 83632 10 690 0 5 o Commcrcial/Hi!!hwavs/Parking 83632 10 690 35 30 30 Onen Oak/Pine Woodland/Grassland 83636 13 754 60 0 40 Rural Residcntial:>.5-1 units/acre-no gutters 83644 6 69] 25 0 25 Open Oak/Pinc Woodland/Grassland 83644 6 691 25 0 25 Oak/Pine Forrest 83650 17 810 20 0 30 Rural Residential:>.5-1 units/acre-no gutters 83650 17 810 20 0 30 Oak/Pine Forrest 83658 27 745 26 0 54 Rural Residential:>.5-1 units/acre-no gutters 83658 27 745 2 0 18 Open Oak/Pine Woodland/Grassland 83666 8 805 0 0 50 Rural Residential:>.5-1 units/acre-no gutters 83666 8 805 0 0 50 Oak/Pine Forrest 83672 14 737 0 0 50 Rural Residential:>.5-1 units/acre-no !!utters 83672 14 737 0 0 50 Open Oak/Pine Woodland/Grassland 83682 8 719 0 0 100 Open Oak/Pine Woodland/Grassland 83688 28 714 0 0 100 Rural Residential:>.5- I units/acre-no gutters 83692 14 746 0 0 100 Rural Residential:>.5-1 units/a.~re-no !!utters 83696 4 708 0 0 ]00 Open Oak/Pine Woodland/Grassland 83700 8 723 0 0 10 Rural Residential:>.5-1 units/aere-no gutters 83700 8 723 0 0 90 Onen Oak/Pine Woodland/Grassland 83708 15 686 50 0 50 Open Oak/Pine Woodland/Grassland 83716 18 680 20 0 20 Rural Residential:>.5-1 units/acre-no guttl~rs 83716 18 680 30 0 30 Open Oak/Pine Woodland/Grassland 83724 35 697 15 15 30 Rural Residential:>.2-.5 units/acre-no gutters 83724 35 697 10 10 20 Open Oak/Pine Woodland/Grassland 83730 13 724 0 30 o IndustrY 83730 13 724 0 40 o Rural Residenlial:>.5-1 units/acre-no gutters 83730 13 724 0 30 o Open Oak/Pine Woodland/Grassland 83736 12 691 0 20 o Rural Residential:> .5-1 units/acre-no gutters I I I I I I I I I I I I I I I I 36 I I I Basin Tot Area Mean % of Soil % of Soil % of Soil Land Use Elevation Tvpe B Tvpe C Tvpe D B3736 12 691 0 80 o Ooen Oak/Pine Woodland/Grassland B3746 12 681 0 100 o Rural Residential:> .5-1 units/acre-no gutters B3752 39 732 0 0 40 Rural Residential:>.5-1 units/acre-no gutters B3752 39 732 0 0 60 Ooen Oak/Pinc Woodland/Grassland B3758 60 689 25 50 25 Ooen Oak/Pine Woodland/Grassland B3766 II 689 0 30 o Rural Residential:>.5-1 units/acre-no gullers B3766 II 689 0 70 o Open Oak/Pine Woodland/Grassland B3772 14 709 0 0 30 Commercial/Highways/Parking B3772 14 709 20 30 20 Open Oak/Pine Woodland/Grassland B3776A 9 710 0 0 100 Open OaklPinc Woodland/Grassland B3776B 5 510 0 0 100 CommereiallHighways/Parki ng B3782 25 677 0 50 50 Rural Residential:>.2-.5 units/acre-no gutters B3786 9 696 0 10 20 Industry B3786 9 696 0 10 60 Open Oak/Pine Woodland/Grassland B3796 52 660 0 0 40 Rural Residential:>.2-.5 units/acre-no gutters B3796 52 660 0 0 60 Ooen Oak/Pine Woodland/Grassland B3800 52 678 0 10 30 Industrv B3800 52 678 0 20 40 Open Oak/Pine Woodland/Grassland B3806 22 650 0 2 3 Industry B3806 22 650 0 20 20 Rural Residential:>.2-.5 units/acre-no gutters B3806 22 650 0 40 IS Open Oak/Pine Woodland/Grassland B3810 33 676 0 5 5 Industry B3810 33 676 0 45 45 Open Oak/Pine Woodland/Grassland B3816 43 645 0 20 20 Rural Residential:>.2-.5 units/acre-no gutters B3816 43 645 0 30 30 Ooen Oak/Pine Woodland/Grassland Bl074B 23.6 639 0 0 90 Offices/Schools BI074B 23.6 639 0 0 10 Urban Landscaping BI077 II 632 0 0 100 Industry BI080 8 686 0 0 100 Industry BI086 24 682 0 40 30 Industry BI086 24 682 0 10 20 Open Oak/Pine Woodland/Grassland BI090 34 679 0 5 5 Industry BI090 34 679 0 45 45 Open Oak/Pine Woodland/Grassland BI098 IS 647 0 20 o CommereiallHighways/Parking Bl098 15 647 0 80 o Ooen Oak/Pine Woodland/Grassland BII08A 40 623 0 80 o Ooen Oak/Pine Woodland/Grassland BII08A 40 623 0 20 o Oak/Pine Forrest B4500 500.5 1000 5 5 o Commercial/Highways/Parking B4500 500.5 1000 10 IS o Single Family Residential:>2-3 units/acre B4500 500.5 1000 5 5 o Single Family Residential:> 1-2 units/aCT(: B4500 500.5 1000 20 35 o Oak/Pine Forrest B4502 702.7 850 0 0 5 CommereiaI/HighwaYs/Parkinl~ B4502 702.7 850 10 0 10 Single Family Residential:>2-3 units/acre B4502 702.7 850 5 0 5 Single Family Residential:> 1-2 units/acre B4502 702.7 850 5 0 5 Rural Residential:>.5-l units/acre-no gutters B4502 702.7 850 25 30 o Oak/Pine Forrest B4507 230.9 800 2 2 3 Industrv B4507 230.9 800 30 20 20 Rural Residential:>.5-1 units/al;re-no gutters B4507 230.9 800 7 8 8 Oak/Pine Forrest B4509A 176.5 770 0 2 o Commercial/Highways/Parking B4509A 176.5 770 0 50 o Single Family Residential:> I -2 units/acre B4509A 176.5 770 0 48 o Open Oak/Pine Woodland/Grassland B4509B 31 715 0 0 12 Single Family Residential:> 1-2 units/acre B4509B 31 715 0 28 55 Open Oak/Pine Woodland/Grassland B4509B 31 715 0 0 5 ChaooarallBrush B4509C 13 801 0 99 o Ooen Oak/Pine Woodland/Grassland B4509C 13 801 0 I o ChapparallBrush B45090 II 744 0 6 o CommereiallHighways/Parking B45090 II 744 0 80 o Open OaklPine Woodland/Grassland B45090 II 744 0 14 o Chapparal/Brush B4509E 5 829 0 100 o Ooen Oak/Pine Woodland/Grassland B4509F 12 750 0 97 o Ooen Oak/Pine Woodland/Grassland I I I I I I I I I I I I I I I I 37 I I I Basin Tot Area Mean % of Soil % of Soil % of Soil lLand Use Elevation Type IB TVDe C Tvoe D B4509F 12 750 0 3 o Channaral/Brush B4509G 20 752 0 II o Single Familv Residential:> 1-2 units/acre B4509G 20 752 0 76 o ODen OakJPine Woodland/Grassland B4509G 20 752 0 13 o ChanDarallBrush B4509H 12 734 0 7 o Sim1le Familv Residential:> \-2 units/acre B4509H 12 734 0 93 o ODen Oak/Pine Woodland/Grassland B4509K 4.6 750 0 100 o ODen Oak/Pinc Woodland/Grassland B4509L 15 715 0 0 5 SingJc Familv Residential:> 1-2 units/acrc B4509L 15 715 0 79 16 ODcn Oak/Pine Woodland/Grassland B4509M 2 685 0 0 100 Singlc Family Residcntial:>2-3 units/acrc B4509N 3 692 0 0 80 Singlc Family Rcsidential:> 1-2 units/acre B4509N 3 692 0 0 20 Onen Oak/Pinc Woodland/Grassland B45090 5 680 0 0 50 Commercia I/Hi ghwavs/Parking B45090 5 680 0 0 50 ODen Oak/Pine Woodland/Grassland B4512A 4.6 750 0 0 100 Singlc Family Residential:>2-3 units/acre B4512B 4.4 750 0 0 50 Single Familv Residcntial:>3-4 units/acrc B4512B 4.4 750 0 0 50 Single Family Residcntial:>2-3 units/acre B4512C 2.8 750 0 ]00 o Single Family Residential:>3-4 units/acre B45120 3.6 750 0 ]00 o Singlc Family Rcsidential:>1-2 units/acre B45]2E 3.8 750 0 100 o ODen Oak/Pine Woodland/Grassland B4512F 6.4 750 0 100 o SingJc Family Residential:> 3-4 units/acre B4512G 4.1 700 0 0 60 Single Family Residential:>3-4 units/acre B4512G 4.1 700 0 0 40 Sin!!le Family Residential:>2..3 units/acre B4512H 1.5 690 0 0 25 SingJc Familv Residential:>3-4 units/acre B4512H 1.5 690 0 0 75 ODcn Oak/Pinc Woodland/Grassland B4513 47.2 690 0 0 10 Offices/Schools B4513 47.2 690 0 30 30 Single Familv Rcsidential:>2-3 units/acre B4513 47.2 690 0 0 30 ODen Oak/Pine Woodland/Grassland B4515A 20.8 800 0 0 95 Single Family Residential:>2-3 units/acre B4515A 20.8 800 0 0 5 Onen Oak/Pine Woodland/Gmssland B4515B 0.2 794 0 0 100 On en Oak/Pine Woodland/Grassland B4515C ]29.2 740 0 0 5 Commercial/Highwavs/Parking B4515C ]29.2 740 0 0 45 Single Family Residential:>3-4 units/acre B4515C 129.2 740 0 0 45 Sin!!le Family Residential:>2-3 units/acn: B4515C ]29.2 740 0 0 5 Onen Oak/Pine Woodland/Grassland B45150 88.4 740 0 0 5 Commercial/Highwavs/Parking B45150 88.4 740 0 0 35 Single Family Residential:>2-3 units/acre B45150 88.4 740 0 60 o Onen Oak/Pine Woodland/Grassland B45]6 25.2 711 0 80 20 Sin!!le Familv Residential:>3-4 units/acre B4524 19.9 689 0 30 o Commercial/Highways/Parking B4524 19.9 689 0 60 o Single Family Residential:>1-2 units/acTe B4524 19.9 689 0 10 o Onen Oak/Pine Woodland/Grassland B4532 21 707 0 30 20 Single Family Residential:>3-4 units/acre B4532 21 707 0 30 20 ODen Oak/Pine Woodland/Grassland B4540 47 675 10 20 20 Commercia IIH i ghwa ys/Park iDl~ B4540 47 675 0 10 o Single Family Residcntial:>2-3 units/acre B4540 47 675 0 0 40 ODen Oak/Pine Woodland/Grassland B4544 54 713 5 0 5 Commcrcial/H i ghways/Parking B4544 54 713 3 0 2 Single Family Residentia\:>3-4 units/acre B4544 54 713 30 0 30 Rural Residential:>.5-1 units/acre-no gutters B4544 54 713 5 0 20 Oak/Pine Forrest B4546 79 721 2 0 3 CommerciaIlHighways/Parking, B4546 79 721 20 20 o Single Family Residential:>2-3 units/acre B4546 79 721 15 10 o Rural Residcntial:>.5-1 units/acre-no gutters B4546 79 721 15 10 o Onen Oak/Pinc Woodland/Grassland B4546 79 721 0 5 o Oak/Pine Forrest B4554 31 685 0 0 ]5 Single Family Residcntia\:>3-4 units/acre B4554 31 685 0 0 85 ODen Oak/Pinc Woodland/Grassland B4566 31 690 0 10 o I ndustrv B4566 31 690 0 45 45 Oncn Oak/Pine Woodland/Grassland B4572 16 653 0 0 ]0 Commercial/Hi ghwavs/Parking B4572 16 653 40 0 50 ODen Oak/Pine Woodland/Grassland I I I I I I I I I I I I I I I I 38 I I I Basin Tot Area Mean % of Soil % of Soil % of Soil Land Use Elevation Type B Type C Type II) B4574 7 677 0 0 100 Open Oak/Pine Woodland/Grassland B4576 II 657 0 0 10 Commere ial/H ighways/Parking B4576 II 657 0 0 90 Open Oak/Pine Woodland/Grassland B4582 31 676 0 10 90 Open Oak/Pine Woodland/Grassland B4584 5 645 0 30 70 Open Oak/Pine Woodland/Grassland B4588A 15 675 0 0 60 Rural Residential:> .2-.5 units/acre-no gutters B4588A 15 675 0 0 40 Open Oak/Pine Woodland/Grassland B4588B 4 657 0 0 100 Open Oak/Pine Woodland/Grassland B4592A ]8 679 0 0 100 Open Oak/Pine Woodland/Grassland B4592B II 654 0 0 100 Open Oak/Pine Woodland/Grassland B4596 11 656 0 0 10 Commereial/H ighways/Parking B4596 II 656 0 0 90 Open Oak/Pine Woodland/Grassland B4600 7 644 0 0 100 Open OakIPinc Woodland/Grassland B4604 33 644 0 0 100 Open Oak/Pine Woodland/Grassland B4608 7 652 0 0 20 Commereial/H ighways/Parki ng B4608 7 652 0 0 80 Open Oak/Pine Woodland/Grassland B4612 16 642 0 0 100 ODen Oak/Pine Woodland/Grassland B4616A ]6 677 0 0 ]00 Open Oak/Pine Woodland/Grassland B4616B 14 650 0 0 100 Open Oak/Pine Woodland/Grassland B4622 8 667 0 0 100 Open Oak/Pine Woodland/Grassland B4624 25 640 0 0 ]00 ODen Oak/Pine Woodland/Grassland B4682C 4.7 638 0 0 100 Open Oak/Pine Woodland/Grassland B4626A 4.3 672 0 61 39 Urban Landscaping B4626B 13.3 664 0 88 12 Urban Landscaping B4626C 4.7 664 0 77 o Multifamily Residential:> I 0 units/acre B4626C 4.7 664 0 2 21 Urban Landscaping B46260 2.9 668 0 100 o Urban Landscaping B4636 8 637 0 0 100 ODen Oak/Pine Woodland/Grassland B4640A 3.5 660 0 100 o Urban LandseaDing B4640B 7.1 672 0 50 50 Urban Landscaping B4646 6 642 0 100 o Open Oak/Pine Woodland/Grassland B4652A 31.6 641 0 70 30 Urban LandseaDing B4690C 5.3 638 0 70 30 Open Oak/Pine Woodland/Grassland B4656 71 717 0 0 ]0 Single Family Residential:>3-4 units/acre B4656 71 7]7 0 0 10 BarelNewly Graded B4656 71 717 0 0 80 ODen Oak/Pine Woodland/Grassland B4660A 20 686 0 0 100 ODen Oak/Pine Woodland/Grassland B4660B 50 671 0 0 100 Open OakIPine Woodland/Grassland B4666 18 661 0 0 100 Open Oak/Pine Woodland/Grassland B4674 II 648 0 0 10 Commercial/Highways/Parking B4674 II 648 0 0 90 Open Oak/Pine Woodland/Grassland B4682A 4 641 0 0 100 Open Oak/Pine Woodland/Grassland B4682B 29.7 640 0 0 ]0 Commercial/Highways/Parking B4682B 29.7 640 0 0 90 ODen Oak/Pine Woodland/Grassland B I 074A 13.8 644 0 0 25 Commercial/Highways/Parking BI074A 13.8 644 0 0 50 Industry B]074A 13.8 644 0 0 20 Rural Residcntial:>.5-1 units/acre-no gutters B]074A 13.8 644 0 0 5 ODen Oak/Pine Woodland/Grassland B4690A 50.8 635 20 20 60 ODen Oak/Pine Woodland/Grassland B4690B 13.4 635 0 0 100 Open Oak/Pine Woodland/Grassland B4652B 31 641 0 10 o Single Family Residential:>3-4 units/acre B4652B 31 64] 0 30 o Urban Lawns/Athletic FieldslGolfCourscs B4652B 31 641 0 60 o Open Oak/Pine Woodland/Grassland B1108B 49 633 2 3 o Single Family Residential:> 3-4 units/acre BII08B 49 633 20 20 o Urban Lawns/Athletic Ficlds/GolfCourscs B] 108B 49 633 25 25 o Open Oak/Pine Woodland/Gra.ssland BII08B 49 633 2 3 o ChaDDaral/Brush BI] 12 13 674 5 0 5 Commcrcial/HighwayslParking BII12 13 674 45 0 45 Open Oak/Pine Woodland/Grassland BII]8A 35.1 625 0 80 20 Open Oak/Pine Woodland/Grassland B] 118B 5.6 616 0 ]00 o Open Oak/Pine Woodland/Grassland BII]8C 14 614 0 ]00 o Single Family Residcntial:>3-4 units/acre I I I I I I I I I I I I I I I I 39 I I I Basnn Tot Area Mean % of Soil % of Soil % of Soil Land Use Elevation Tvpe B Tvpe C Tvpe D BI122 10 703 0 0 100 Industry BI130 II 688 0 20 20 Commereial/H ighways/Parking BI130 II 688 0 20 20 Industry BI130 II 688 0 10 10 Open Oak/Pine Woodland/Grassland BI136 29 680 0 10 45 Commercial/Highways/Parking BI136 29 680 0 5 5 Industry BI136 29 680 0 0 35 Open Oak/Pine Woodland/Grassland BI148 48 644 5 5 o BareINew]y Graded BI148 48 644 45 45 o Open Oak/Pine Woodland/Grassland BI156 57 615 5 10 o Single Family Residential:>3-4 units/acre BI156 57 615 15 20 o Open Oak/Pine Woodland/Grassland BI156 57 615 20 20 o Oak/Pine Forrest BI156 57 615 5 5 o ChapparallBrush BI158 16 699 0 0 100 Commercial/Highways/Park ing Bll64 44 670 0 5 o Commercial/Highways/Parking BI]64 44 670 0 25 20 Single Family Residential:>3-4 units/acre BI164 44 670 0 30 20 Open Oak/Pine Woodland/Grassland BI168 47 625 45 20 o Single Family Residential:>3-4 units/acre B 1168 47 625 15 20 o Open Oak/Pine Woodland/Grassland BIl72 19 672 0 20 10 Commercial/Highways/Parking BII72 19 672 0 50 20 Open Oak/Pine Woodland/Grassland BI176 21 673 0 10 10 Commereial/H ighways/Parking BI176 21 673 0 40 20 SingJc Family Residential:>J-4 units/acre BI176 21 673 0 10 10 Open Oak/Pine Woodland/Grassland BI184 5 667 0 100 o Single Family Residential:>3-4 units/acre BI188 8 620 80 20 o Single Family Residential:>3-4 units/acre BI196 32 614 100 0 o Single Family Residential:>3-4 units/acre BOGIA 38.4 710 5 95 o Opcn Oak/Pine Woodland/Grassland BOGIB 24.2 700 34 39 27 Opcn Oak/Pine Woodland/Grassland BOG2A 34.1 720 0 100 o Opcn OaklPine Woodland/Grassland BOG2B 37.4 710 4 57 39 Open OakIPine Woodland/Grassland BOm 37.1 680 18 0 82 ODen Oak/Pine Woodland/Grassland BOG4A \3.6 694 11 6 83 Opcn Oak/Pine Woodland/Grassland BOG4B 12.9 664 38 24 38 ODen Oak/Pine Woodland/Grassland BOG4C 5.6 684 0 27 73 ODen Oak/Pine Woodland/Grassland BOG40 5.3 664 52 48 o Open Oak/Pine Woodland/Grassland BOG5A 2.3 688 0 100 o Open Oak/Pine Woodland/Grassland BOG5B 8 684 0 75 25 ODen Oak/Pine Woodland/Grassland BOGSC 2.8 684 0 100 o ODcn Oak/Pine Woodland/Grassland BOG50 11.9 666 8 92 o ODen Oak/Pine Woodland/Grassland BOG6A I 2.6 666 II 89 o Open Oak/Pinc Woodland/Grassland BOG6A2 4.8 658 81 19 o ODen Oak/Pine Woodland/Gra.ssland BOG6A3 3.7 676 0 100 o ODcn Oak/Pinc Woodland/Grassland BOG6A4 9.2 660 2 98 o Opcn Oak/Pine Woodland/Grassland BOG6BI 3.2 684 0 100 o Open Oak/Pine Woodland/Grassland BOG6B2 5.3 685 16 84 o ODcn Oak/Pinc Woodland/Grassland BOG6B3 14.6 678 0 100 o ODen Oak/Pine Woodland/Grassland BOG6CI 6.3 670 \3 87 o Opcn Oak/Pine Woodland/Grassland BOG6C2 4.3 670 92 8 o Open Oak/Pine Woodland/Grassland BOG601 3.5 690 0 69 32 Open Oak/Pine Woodland/Grassland BOG602 16.9 670 2 91 7 ODen Oak/Pine Woodland/Grassland BOG6E 6.4 660 75 25 o Opcn Oak/Pine Woodland/Grassland BOG6F 10.3 670 0 100 o Opcn Oak/Pine Woodland/Grassland BOG6G 11.3 680 2 98 o Opcn Oak/Pine Woodland/Grassland BOG7A 11.8 655 0 14 o CommereiallHighways/Parking SOG7A 11.8 655 5 34 o Pasture/Parkland/Mowed Grass BOG7A 11.8 655 21 26 o ODen Oak/Pine Woodland/Grassland BOG7B 2.1 660 0 76 24 Open Oak/Pine Woodland/Grassland SOG7C 12.2 660 0 40 o Single Family Residential:>2-3 units/acre SOG7C 12.2 660 10 6 o Pasture/Parkland/Mowed Grass SDG7C 12.2 660 15 29 o ODen Oak/Pine Woodland/Grassland BOG8A 7.7 655 6 14 o Single Family Rcsidential:>3-4 units/acre I I I I I I I I I I I I I I I I 40 I I I Basin Tot Area Mean % of Soil % of Soil % of Soil Land Use IElevation Type B Type C Type D BOGSA 7.7 655 15 45 o Pasture/Parkland/Mowed Grass BOG8A 7.7 655 4 16 o Open OaklPine Woodland/Grassland BOG8B 9.5 655 18 82 o Single Family Residential:>2-3 units/acre BOG9A 4.7 690 0 17 83 Open Oak/Pine Woodland/Cirassland BDG9B 28.5 675 0 32 II Single Family Residential:>2-3 units/acre BOG9B 28.5 675 0 22 8 Pasture/ParklandIMowed Grass BDG9B 28.5 675 0 19 6 Open Oak/Pine Woodland/Grassland BDG9B 28.5 675 0 2 o Water Surface BDGIOA 7.3 655 0 38 o PasturelParkland/Mowed Grass BOGIOA 7.3 655 0 57 o Open Oak/Pine Woodland/Grassland BDGIOA 7.3 655 0 5 o Water Surface BDGIOB 4.8 655 0 100 o Single Family Residential:>2-3 units/acre BDGIIA 17.6 655 19 81 o Single Family Residential:>2-3 units/acre BDGIIB 4.7 645 7 93 o Single Family Residential:>2-3 units/acre BDGI2 5.9 675 0 55 45 Single Family Residential:>2-3 units/acre BOG13 4.2 680 0 17 39 Pasture/ParklandIMowed Grass BDGI3 4.2 680 0 0 44 Open Oak/Pine Woodland/Grassland BDGI4 5 675 0 15 2 Pasture/ParklandIMowed Grass BOGI4 5 675 0 33 50 Open Oak/Pine Woodland/Grassland BOG15 4.2 670 0 100 o Single Family Residential:>2-3 units/acre BDGI6A 6.3 655 0 61 23 Pasture/Parkland/Mowed Grass BOGI6A 6.3 655 0 16 o Water Surface BOGI6B 2.3 670 0 47 o Pasture/Parkland/Mowed Grass BOG 16B 2.3 670 0 53 o Open Oak/Pine Woodland/Grassland BOGI7A 16.8 655 0 40 o Single Fami]y Residential:>2..3 units/acre BOGI7A ]6.8 655 8 33 o PasturelParkland/Mowed Grass BOG 17 A ]6.8 655 9 10 o Open Oak/Pine Woodland/Grassland BOG 17B 4.5 655 23 22 o Pasture/ParklandIMowed Grass BOG17B 4.5 655 I] 44 o Open Oak/Pine Wood]and/Grassland BOGI8 5.6 645 ]4 47 o Pasturc!Parkland/Mowed Grass BOGI8 5.6 645 7 28 o Open Oak/Pine Woodland/Grassland BOGI8 5.6 645 3 I o Water Surface BDGI9 5.2 640 49 51 o Rural Residential:>.5-] units/acre-no gutters BOG20A 6.9 670 0 50 I] Pasture/Parkland/Mowed Grass BDG20A 6.9 670 0 29 10 Open Oak/Pine Wood]and/Grassland BOG20B 10.6 630 8 63 o Rural Residential:>.5-] units/acre-no gutters BDG20B 10.6 630 0 29 o Rural Residential:> .2-.5 units/acre-no gutters BDG21 7.6 680 0 0 33 Pasture/Parkland/Mowed Grass BOG21 7.6 680 0 0 67 Agricultural Crops/Orchards BOG22A 3.2 675 0 0 100 Single Family Residential:>2-.3 units/acre BDG22B 3 665 0 5 95 Open OaklPine Woodland/Grassland BOG23 6.4 655 0 17 55 Rural Residential:>.5-] units/a.ere-no gutters BDG23 6.4 655 0 23 5 Rural Residential:>.2-.5 units/acre-no gutters BOG24A 24.3 655 0 26 45 Rural Residential:>.5-1 units/acre-no gutters BOG24A 24.3 655 0 29 o Rural Residential:>.2-.5 units/acre-no gutters BDG24B ]6.3 655 0 25 69 Rural Residential:>.5-1 units/acre-no gutters BOG24B 16.3 655 0 6 o Rural Residential:>.2-.5 units/acre-no gul1ers BDG24C 18.9 645 0 5 8 Single Family Residential:>] -2 units/acre BDG24C 18.9 645 0 16 2 Rural Residential:>.5-1 units/acre-no gutters BDG24C 18.9 645 0 57 12 Rural Residential:>.2-.5 units/acre-no gutters BDG25A 17.9 640 35 65 o Rural Residential:>.5-1 units/acre-no gullers BOG25B 21.2 640 0 50 10 Single Family Residential:>1-2 units/acre BOG25B 21.2 640 9 14 o Rural Residentia]:>.5-1 units/al;re-no gutters BOG25B 21.2 640 0 ]7 o Rural Residential:>.2-.5 units/a.ere-no gutters BDG25C 4.7 600 58 42 o Open Oak/Pine Woodland/Grassland BI296 53 627 5 5 o Single Family Residential:>3-4 units/acre BI296 53 627 15 15 o Rural Residential:>.5-] units/aere-no gutters BI296 53 627 30 30 o Open Oak/Pine Woodland/Grassland BI302 70 607 10 0 o Single Family Residential:>4-6 units/acre BI302 70 607 30 20 o Single Family Residential:>3-4 units/acre B 1302 70 607 30 10 o Open Oak/Pine Woodland/Grassland B1306 4] 650 0 25 25 Single Family Residential:>2-3 units/acre I I I I I I I I I I I I I I I I 41 I I Basin Tot Area Mean % of Soil % of Soil % of Soil Land Use Elevation Tvpe B Type C Type D 81306 41 650 0 25 25 Open Oak/Pine Woodland/Grassland 81314 12 628 0 66 34 Single Family Residential:>2-3 units/acre B1322 9 625 2 3 o Single Family Residential:>2-3 units/acre 81322 9 625 5 5 o Rural Residential:>.5-1 units/acre-no gutters BI322 9 625 45 40 o Opcn Oak/Pine Woodland/Grassland 81326 38 622 5 5 o Single Family Rcsidcntial:>3-4 units/acrc BI326 38 622 25 30 o Rural Rcsidcntial:>.5-1 units/acre-no !'utters B1326 38 622 15 20 o Open Oak/Pine Woodland/Grassland B 1338 4 613 50 0 o CommerciaVHighways/Parking 81338 4 613 0 50 o Opcn Oak/Pinc Woodland/Grassland 81342 13 591 25 0 o CommerciaVHighways/Parking BI342 13 591 75 0 o Open Oak/Pinc Woodland/Grassland 81346 14 680 0 0 50 Singlc Family Rcsidcntial:>2-3 units/acre 81346 14 680 0 0 50 Single Family Residential:> 1-2 units/acrc B1352 50 664 0 30 20 Single Family Residcntial:>2-3 units/acre 81352 50 664 0 30 20 Single Family Residential:> 1-2 units/acre 81358 66 649 0 30 20 Single Family Residential:>2-3 units/acrc 81358 66 649 0 30 20 Single Family Residential:>1-2 units/acrc 81364 10 623 50 50 o Commercial/Highways/Parking 81374 17 655 0 10 10 Single Family Residential:> 1-2 units/acre 81374 17 655 0 40 40 Open Oak/Pine Woodland/Grassland 81378 22 620 20 20 20 CommerciaVHighways/Parking 81378 22 620 20 ]0 10 Opcn Oak/Pinc Woodland/Grassland 81384 20 629 40 10 o CommerciaVHighways/Parking 81384 20 629 40 10 o Open Oak/Pine Woodland/Grassland B 1388 13 594 30 0 o Commcrcial/Highways/Parking BI388 13 594 70 0 o Open Oak/Pine Woodland/Grassland 81400 9 625 30 30 o Singlc Family Rcsidcntial:>2-3 units/acrc 81400 9 625 30 10 o Open Oak/Pine Woodland/Grassland 81406 II 619 0 15 o Offices/Schools 81406 II 619 0 15 o Single Family Rcsidential:>2-3 units/acre 81406 II 619 35 35 o Opcn Oak/Pine Woodland/Grassland 81414 18 592 0 30 o Industry 81414 18 592 0 30 o Singlc Family Residential:> 1-2 units/acrc 81414 18 592 40 0 o Opcn Oak/Pine Woodland/Grassland 8]420 38 630 0 10 o Single Family Residential:>3-4 units/acrc BI420 38 630 20 0 70 Open Oak/Pine Woodland/Grassland BI432 92 587 0 45 o Singlc Family Residential:> 3-4 units/acre 81432 92 587 55 0 o Open Oak/Pine Woodland/Grassland 81436 58 604 0 20 o Singlc Family Residential:>3-4 units/acre 81436 58 604 40 40 o Opcn Oak/Pinc Woodland/Grassland 81440 76 656 0 0 5 CommcrciaVHighways/Parking 81440 76 656 0 38 38 Single Family Residential:> 3-4 units/acre 81440 76 656 0 9.5 9.5 Open Oak/Pine Woodland/Grassland 81452A 28 657 0 0 12 CommcrciaIlH ighways/Parking 81452A 28 657 0 44 44 Singlc Family Residential:>2-3 units/acre 81452B 20 633 0 0 ]00 Single Family Residential:>2-3 units/acre 81452C 20 664 0 0 30 Single Family Rcsidential:>.3-4 units/acrc 81452C 20 664 0 70 o Single Family Residcntial:>:2-3 units/acrc 814520 II 624 0 0 50 Single Family Residential:>3-4 units/acre 814520 II 624 0 0 50 Opcn Oak/Pinc Woodland/Grassland 81456 25 645 0 50 50 Open Oak/Pine Woodland/Grassland 81462 14 592 50 50 o Open Oak/Pinc Woodland/Grassland 81470 30 576 50 50 o Open Oak/Pinc Woodland/Grassland B2500 22 834 0 0 50 Rural Rcsidcntial:>.2-.5 units/acrc-no l!utters B2500 22 834 0 0 25 Open Oak/Pine Woodland/Grassland 82500 22 834 0 0 25 Chapparal/Brush B2506 17 766 0 0 100 Rural Residential:>.2-.5 units/acre-no !'utters B2514 21 812 0 0 100 Rural Residential:>.2-.5 units/acre-no gutters 82520 13 752 0 0 10 CommerciaIlH ighways/Parking 82520 13 752 0 0 90 Rural Residential:>.2-.5 units/acre-no !'utters B2530 19 751 50 0 50 Rural Residential:>.2-.5 units/acre-no !'utters I I I I I I I I I I I I I I I I I 42 I I Basin Tot Area Mean % of Soil % of Soil % of Soil Land Use Elevation Type B Type C Type D 82546 28 726 0 0 60 Single Family Residential:>2-3 units/acre 82546 28 726 0 0 40 Open Oak/Pine Woodland/Grassland 82550 32 737 0 6 4 Commercial/Highways/Parking 82550 32 737 0 6 4 Single Family Residential:>2-3 units/acre 82550 32 737 0 30 40 Rural Residential:>.2-.5 units/acre-no gutters 82550 32 737 0 6 4 Open Oak/Pine Woodland/Grassland 82558 40 723 0 5 o Commercial/Highways/Parking 82558 40 723 0 20 o Industry 82558 40 723 0 55 o Single Family Residential:>2-3 units/acre 82558 40 723 0 20 o Urban Lawns/Athletic Fields/Golf Courses 82566 12 720 0 40 60 Open Oak/Pine Woodland/Grassland 82574 17 720 0 12 13 Industry 82574 ]7 720 0 12 13 Single Family Residential:> 1-2 units/acre 82574 17 720 0 25 25 Open Oak/Pine Woodland/Grassland 82578 24 723 0 82 18 Single Family Residential:> 1-2 units/acre 82584 12 722 0 0 50 Single Family Residential:> I -2 units/acre 82584 12 722 0 0 50 Open Oak/Pine Woodland/Grassland 82586 38 713 0 10 o Commercial/Highways/Parking 82586 38 713 0 5 o Single Family Residential:>3-4 units/acre 82586 38 713 0 85 o Open Oak/Pine Woodland/Grassland 82592 16 731 0 5 o Commercial/Highways/Parking 82592 16 731 0 95 o Single Family Residential:>3-4 units/acre 82596 II 738 0 0 5 Commercial/Highways/Parking 82596 II 738 0 0 10 Multifamily Residential:>6-1 0 units/acre 82596 I] 738 0 0 15 Single Family Residential:> I -2 units/acre 82596 II 738 0 0 70 Open Oak/Pine Woodland/Grassland 82600 8 729 0 50 50 Single Family Residential:> 3-4 units/acre 82606 45 715 0 22 28 Single Family Residential:> 3-4 units/acre 82606 45 715 0 28 22 Open Oak/Pine Woodland/Grassland 82614 13 688 0 10 o Single Family Residential:> 3-4 units/acre 82614 13 688 40 40 10 Open Oak/Pine Woodland/Grassland 82617 39 717 0 32 18 Commereial/H ighways/Parking 82617 39 717 0 14 6 Single Family Residential:> 1-2 units/acre 82617 39 717 0 24 6 Open Oak/Pine Woodland/Grassland 82621 22 737 0 0 50 CommerciallH ighways/Parking 82621 22 737 0 0 20 Single Family Residential:>3-4 units/acre 82621 22 737 0 0 30 Open Oak/Pine Woodland/Grassland 82628 48 723 0 16 64 Single Family Residential:>3-4 units/acre 82628 48 723 0 4 16 Open Oak/Pine Woodland/Grassland 82636 8 694 0 0 50 Single Family Residential:>3-4 units/acre 82636 8 694 0 30 20 Open Oak/Pine Woodland/Grassland 82640 25 718 0 70 o Single Family Residcntial:>3-4 units/acre 82640 25 718 0 0 30 Open Oak/Pine Woodland/Grassland 82646 II 673 70 30 o Open Oak/Pine Woodland/Grassland 82650 16 703 0 0 50 Single Family Residential:>4-6 units/acre 82650 16 703 0 50 o Open Oak/Pine Woodland/Grassland 82657 15 711 0 21 49 Single Family Residential:>3-4 units/acre 82657 15 71 I 0 9 21 Open Oak/Pine Woodland/Grassland 82660 26 697 3 13 4 Offices/Schools 82660 26 697 3 3 4 Single Family Residential:>3-4 units/acre 82660 26 697 18 28 24 Open Oak/Pine Woodland/Grassland 82666 31 705 I 9 o Commercial/Highways/Parking 82666 31 705 13 12 25 Single Family Residential:>3-4 units/acre 82666 31 705 3 9 28 Open Oak/Pine Woodland/Grassland 82672 9 686 2 10 8 Single Family Residential:>3-4 units/acre 82672 9 686 10 40 30 Open Oak/Pine Woodland/Grassland 82680 43 676 21 35 24 Single Family Residential:>4-6 units/acre 82680 43 676 0 15 5 Open Oak/Pine Woodland/Grassland 82684 37 691 6 22 22 Single Family Residential:>4-6 units/acre 82684 37 691 6 22 22 Open Oak/Pine Woodland/Grassland 82688 30 693 6 22 22 Single Family Residential:>4-6 units/acre 82688 30 693 0 25 25 Open Oak/Pine Woodland/Grassland I I I I I I I I I I I I I I I I I 43 I I Basin Tot Area Mean % of Soil % of Soil % of Soil Land Use Elevation Tvpe B Type C Type D B2694 22 659 ]8 30 12 Single Family Residential:>3-4 units/acre B2694 22 659 ]2 20 8 Open Oak/Pine Woodland/Grassland B2696 26 680 0 70 o Single Family Residential:>3-4 units/acre B2696 26 680 0 30 o Open Oak/Pine Woodland/Grassland B2704 19 644 0 24 56 Single Family Residential:> 3-4 units/acre B2704 19 644 0 6 14 Open Oak/Pine Woodland/Grassland B2708 44 685 0 0 5 Commercial/Highways/Parking B2708 44 685 0 0 30 Multifamily Residential:> 1 0 units/acre B2708 44 685 0 0 20 Single Family Residential:>3-4 units/acre B2708 44 685 0 0 45 Open Oak/Pinc Woodland/Grassland B2716 13 727 0 40 10 Industry B2716 13 727 0 14 6 Single Family Residential:>4-6 units/acre B2716 13 727 0 16 4 Bare/Newly Graded B2716 13 727 0 6 4 Open Oak/Pine Woodland/Grassland B2724 12 720 0 50 50 Industry B2736 15 714 0 60 40 Industry B2740 30 726 0 0 65 Industry B2740 30 726 0 21 14 Single Family Rcsidential:> 1-2 units/acre B2750 14 715 0 40 40 Industry B2750 14 715 0 10 10 Open Oak/Pine Woodland/Grassland B2756 ]2 694 0 20 o Industry B2756 ]2 694 0 80 o Open Oak/Pine Woodland/Grassland B2760 38 714 0 80 o Industry B2760 38 714 0 20 o Open Oak/Pine Woodland/Grassland B2766 ]7 687 7 15 8 Industry B2766 17 687 35 0 35 Open Oak/Pine Woodland/Grassland B2770 31 697 0 90 o Industry B2770 31 697 0 10 o Open Oak/Pine Woodland/Grassland B2772 4 687 0 0 100 Industry B2778 7 681 0 50 o Industry B2778 7 681 0 50 o Open Oak/Pine Woodland/Grassland B2786 8 680 30 40 30 Opcn Oak/Pine Woodland/Grassland 82794 6 681 25 25 o Industry B2794 6 681 25 25 o Open OaklPine Woodland/Grassland B2798 15 680 0 75 o Industry B2798 15 680 0 25 o Open Oak/Pine Woodland/Grassland B2806 38 684 30 30 30 Industry B2806 38 684 0 10 o Opcn Oak/Pinc Woodland/Grassland B2814 50 713 0 0 20 Industry B2814 50 713 0 0 60 Single Family Residential:>4-6 units/acre B2814 50 713 0 0 20 Opcn Oak/Pine Woodland/Grassland 82820 28 681 4 24 22 Industry B2820 28 681 0 18 12 Single Family Residential:>4-6 units/acre B2820 28 681 0 10 10 Opcn Oak/Pine Woodland/Grassland B2828 19 668 0 10 o Industry 82828 19 668 0 26 14 Single Family Residential:>4-6 units/acre B2828 19 668 0 25 25 Open Oak/Pine Woodland/Grassland 82832 20 677 0 50 50 Industry B2838 9 644 10 10 o Single Family Residential:>4-6 units/acre B2838 9 644 40 40 o Open OaklPine Woodland/Grassland B2842 16 682 0 24 16 Single Family Residential:>4-6 units/acre B2842 16 682 0 36 24 Open Oak/Pine Woodland/Grassland B2846 19 687 0 0 100 Industry B2850 14 670 0 25 25 Industry 82850 14 670 0 20 20 Bare/Newly Graded B2850 14 670 0 5 5 Open OakIPine Woodland/Grassland B2854 19 697 0 38 62 CommerciallH ighways/Parking B2860 13 67] 0 6 4 Commcrcial/Highways/Parking 82860 13 67] 0 64 26 Open Oak/Pine Woodland/Grassland B2866A 12 663 0 20 o Single Family Rcsidcntial:>4-6 units/aerc 82866A 12 663 0 0 80 Open OaklPinc Woodland/Grassland B28668 31 644 0 20 o Commercial/Highways/Parking I I I I I I I I I I I I I I I I I 44 I I I Basin Tot Area Mean % of Soil % of Soil % of Soil Land Use Elevation Tvpe B Tvpe C Tvpe D B2866B 31 644 10 50 20 Open OaklPine Woodland/Grassland B2870A 4 705 0 0 33 Commercia l/Highways/Parking B2870A 4 705 0 0 67 Open Oak/Pine Woodland/Grassland B2870B 2 704 0 0 100 Commercial/Highways/Parking B2870C I 705 2 12 6 Commercial/Highways/Parking B2870C I 705 5 30 5 Multifamily Residential:>6-10 units/acre B2870C I 705 13 18 9 Open Oak/Pine Woodland/Grassland 28700 II 705 0 0 20 Commercial/Highways/Parking 28700 II 705 0 0 70 Multifamily Residential:>6-1 0 units/acre 28700 II 705 0 0 10 Open OakfPine Woodland/Grassland B2876A 6 674 0 0 100 Open Oak/Pine Woodland/Grassland B2876B 6 670 0 0 40 Commercial/Highways/Parking B2876B 6 670 0 0 30 Industry B2876B 6 670 0 0 30 Open Oak/Pine Woodland/Grassland B2880 8 680 0 50 o Industry B2880 8 680 0 0 50 BarefNewly Graded B2890 51 644 0 10 o Industry B2890 51 644 12 24 4 Multifamily Residential:>6-1 I) units/acre B2890 51 644 22 24 4 Open Oak/Pine Woodland/Grassland B2896 27 705 0 48 47 Commercial/Highways/Parking B2896 27 705 0 2.5 2.5 Water Surface B2904A 2 700 0 0 30 Commereial/H ighways/Parking B2904A 2 700 0 70 o Open Oak/Pine Woodland/Grassland B2904B 3 662 0 0 5 Commercial/Highways/Parking B2904B 3 662 0 65 o BarefNewly Graded B2904B 3 662 0 30 o Open Oak/Pine Woodland/Grassland B2910A 13 650 0 0 30 Commereial/H ighways/Parking B2910A 13 650 0 0 5 Rural Residential:>.5-1 units/acre-no gutters B2910A 13 650 0 0 65 BarefNewly Graded B2904C 4 650 0 0 5 Commereial/Highways/Parking B2904C 4 650 0 0 10 Multifamilv Residential:> 10 units/acre B2904C 4 650 0 0 85 Open Oak/Pine Woodland/Grassland B2910B 9 650 0 0 5 Multifamily Residential:>IO units/acre B2910B 9 650 0 0 45 BarefNewly Graded B2910B 9 650 0 0 50 ODen Oak/Pine Woodland/Grassland B2910C 5 650 0 0 10 Rural Residential:>.5- I units/acre-no gutters B2910C 5 650 0 0 50 BarefNewly Graded B2910C 5 650 0 0 40 ODen Oak/Pine Woodland/Grassland B29100 3 650 0 0 80 Bare/Newly Graded B29100 3 650 0 0 20 Open OakfPine Woodland/Grassland B2922 26 625 10 15 o Commereial/Highways/Parking B2922 26 625 20 35 o Multifamily Residential:>6-10 units/acre B2922 26 625 3 7 o BarefNewly Graded B2922 26 625 3 7 o Open OakfPine Woodland/Grassland B2926 38 682 0 20 20 Commercial/H ighways/Parking B2926 38 682 0 5 5 Single Family Residential:>4-6 units/a(:re B2926 38 682 0 25 25 Open Oak/Pine Woodland/Grassland B2928 19 681 0 30 30 Multifamily Residential:>6-\ 0 units/acre B2928 19 681 0 10 10 Pasture/Parkland/Mowed Grass B2928 19 681 0 10 10 Open Oak/Pine Woodland/Grassland B2936 22 648 0 25 25 Offices/Schools B2936 22 648 0 5 5 Single Family Residential:>4-6 units/acre B2936 22 648 0 20 20 Open Oak/Pine Woodland/Grassland B2946 20 653 0 25 25 Commereial/H ighways/Parkinl! B2946 20 653 0 25 25 Open Oak/Pine Woodland/Grassland B2956A 3 628 0 0 30 Multifamily Residential:>IO units/acre B2956A 3 628 0 0 70 ODen Oak/Pine Woodland/Grassland B2956B 38 628 0 60 o Commercial/Highways/Parking B2956B 38 628 0 40 o Open Oak/Pine Woodland/Grassland B2960 30 687 0 20 20 Sinj.(lc Family ResidentiaI:>3-4 units/acre B2960 30 687 0 25 25 Open Oak/Pine Woodland/Grassland B2960 30 687 0 5 5 ChaDDaralfBrush I I I I I I I I I I I I I I I I 45 I I I Basin Tot Area Mean % of Soil % of Soil % of Soil Land Use Elevation Type B TVDe C TVDe D 82966 26 644 0 10 10 Commercial/Highways/Parking 82966 26 644 0 5 5 Single Family Residential:> 3-4 units/acre 82966 26 644 0 35 35 Open Oak/Pine Woodland/Grassland 82978 II 629 0 50 o Multifamily Residential:> I 0 units/acre 82978 II 629 0 50 o Open Oak/Pine Woodland/Grassland 82984 23 628 10 10 o 8areINewly Graded 82984 23 628 30 50 o Open Oak/Pine Woodland/Grassland 82990 30 615 0 30 o Single Family Residential:>J4 units/acre 82990 30 615 0 40 o Open Oak/Pine Woodland/Grassland 82990 30 615 0 30 o Chapparall8rush 82994 35 673 0 15 15 Single Family Residential:>3-4 units/acre 82994 35 673 0 35 35 Open Oak/Pine Woodland/Grassland 82998 25 666 0 10 10 Single Family Residential:>34 units/acre 82998 25 666 0 40 40 Open Oak/Pine Woodland/Grassland 83006 10 624 0 10 o CommerciallHighways/Parking 83006 10 624 0 90 o Open Oak/Pine Woodland/Grassland 83010 19 647 0 5 5 CommerciallHighways/Parking 83010 19 647 0 45 45 Open Oak/Pine Woodland/Grassland 83014 45 611 0 0 15 Industry 83014 45 611 0 45 40 Open Oak/Pine Woodland/Grassland 83018 34 650 0 10 o Single Family Residential:>3-4 units/acre 83018 34 650 0 80 10 Open Oak/Pine Woodland/Grassland 83024 21 604 0 70 o Single Family Residential:> 1-2 units/acre 83024 21 604 0 30 o Open Oak/Pine Woodland/Grassland 83028 37 693 0 16 24 Commercial/HighwayslParking 83028 37 693 0 10 30 Single Family Residential:>4-6 units/acre 83028 37 693 0 4 ]6 Open Oak/Pine Woodland/Grassland 83034 24 674 0 5 5 CommerciallHighways/Parking 83034 24 674 0 30 30 Single Family Residential:>4-6 units/acre 83034 24 674 0 15 15 Open OaklPine Woodland/Grassland 83040 7 674 0 50 50 Single Family Residential:>3-4 units/acre 83046 15 649 0 25 25 Single Family Residential:>4-6 units/acre 83046 15 649 0 50 o Open Oak/Pine Woodland/Grassland 83050 32 665 0 40 60 Single Family Residential:>3-4 units/acre 83064 42 641 0 10 o CommerciallHighways/Parking 83064 42 641 0 60 o Single Family Residential:>4-6 units/acre 83064 42 641 0 30 o Open Oak/Pine Woodland/Grassland 83072 39 639 0 20 o CommereiallHighways/Parking 83072 39 639 0 80 o Open Oak/Pine Woodland/Grassland 83078 29 624 30 70 o Open Oak/Pine Woodland/Grassland 83084 31 612 40 60 o Open Oak/Pine Woodland/Grassland 83092 39 604 0 30 o Single Family Residential:>3-4 units/acre 83092 39 604 35 35 o Open Oak/Pine Woodland/Grassland 83096 52 660 0 20 20 Single Family Residential:>4-6 units/acre 83096 52 660 0 20 20 Open Oak/Pine Woodland/Grassland 83096 52 660 0 10 ]0 Chapparall8rush 83]02 30 620 0 50 o Sinl!'ic Family Residential:>4-6 units/acre 83102 30 620 0 50 o Open Oak/Pine Woodland/Grassland 83108 35 617 0 10 o Single Family Residential:>4-6 units/acre 83108 35 617 30 50 o Open Oak/Pine Woodland/Grassland 83108 35 617 0 ]0 o ChapparallBrush 83116 27 574 0 30 o Offices/Schools 83116 27 574 0 30 o 8areINewly Graded 83116 27 574 0 40 o Open Oak/Pine Woodland/Grassland 83118 7 583 0 0 100 Single Family Residential:>3-4 units/acre 81482 45 630 0 100 o Single Family Residential:>3-4 units/acre 81492 52 589 0 20 o Single Family Residential:> 3-4 units/acre 81492 52 589 0 20 o Ooen OaklPine Woodland/Grassland 81492 52 589 0 60 o Oak/Pine Forrest 81496 143 629 0 0 5 Offices/Schools 81496 143 629 0 0 15 Single Family Residential:>3-4 units/acre 81496 143 629 0 0 20 Agricultural Crops/Orchards I I I I I I I I I I I I I I I I 46 I I Basin Tot Area Mean % of Soil % of Soil % of Soil Land Use Elevation Tvoe B Tvoe C Tvpe D 81496 143 629 0 30 o ODen Oak/Pine Woodland/Grassland 81496 143 629 0 30 o Chapparal/8rush 81498 15 600 0 5 o Sinl!le Family Residential:> 3-4 units/acre 81498 15 600 0 95 o ODen Oak/Pine Woodland/Grassland 81500 90 615 0 5 o Single Family Residential:>3-4 units/acre 81500 90 615 20 55 20 ODen Oak/Pine Woodland/Grassland 81504 37 576 10 10 o Single Family Residential:>3-4 units/acre 81504 37 576 40 40 o Open Oak/Pine Woodland/Grassland 815]0 16 592 10 10 o Single Family Residential:>J4 units/acre 8]510 16 592 40 40 o Oak/Pine Forrest 81514 34 615 0 30 30 Single Family Residential:>J4 units/acre 8]514 34 615 0 20 20 Open Oak/Pine Woodland/Grassland 8]524 28 586 0 80 20 Single Family Residential:>J4 units/acre 81534 14 563 50 50 o Sinl!le Family Residential:>34 units/acre 81540 38 559 60 20 10 Single Family Residential:>3-4 units/acre 81540 38 559 0 10 o ODen Oak/Pine Woodland/Grassland 8]546 ]9 568 0 15 o Single Family Residential:>3-4 units/acre 81546 19 568 0 85 o Oak/Pine Forrest 81550 ]8 654 0 50 50 Single Family Residential:>3-4 units/acre 81556 10 635 0 100 o Single Family Residential:>3-4 units/acre 81562 3] 654 0 20 20 Offices/Schools 81562 31 654 0 30 30 Single Family Residential:>3-4 units/acre 81568 9 630 0 60 o Offices/Schools 8]568 9 630 0 0 40 Single Family Residential:>3-4 units/acre 8]576 18 621 0 50 50 Single Family Residential:>3-4 units/acre 81582 82 588 25 0 25 CommerciallHighways/Parking 81582 82 588 0 25 o Single Family Residential:>3-4 units/acre 81582 82 588 0 0 25 ODen OaklPine Woodland/Grassland 81588 10 612 0 0 20 Rural Residential:>.5-] units/acre-no gutters 81588 10 612 0 0 80 Open Oak/Pine Woodland/Grassland 81594 18 591 10 10 10 Single Family Residential:>3-4 units/acre 8]594 18 591 0 0 10 Rural Residential:>.5-1 units/acre-no gutters 8]594 18 591 20 20 20 Open Oak/Pine Woodland/Grassland 8160lA 6 590 0 100 o ODen Oak/Pine Woodland/Grassland 8160]8 4 590 0 100 o ODen Oak/Pine Woodland/Grassland 8]6010 247 562 20 0 o Commercial/Highways/Parking 8160]0 247 562 30 0 o Offices/Schools 816010 247 562 20 0 o Single Family Residential:>3-4 units/acre 816010 247 562 30 0 o ODen Oak/Pine Woodland/Grassland 81834A 14 561 0 100 o Oak/Pine Forrest 81605 21 633 0 10 o Rural Residential:>.5-1 units/acre-no gutters 8]605 21 633 0 0 90 ODen Oak/Pine Woodland/Grassland 8]608 19 631 0 0 10 Rural Residential:>.5-lunits/aere-no gutters 8]608 19 631 0 0 90 Open Oak/Pine Woodland/Grassland 81616 8 620 0 0 15 Rural Residential:>.5-] units/acre-no gutters 81616 8 620 0 0 85 ODen Oak/Pine Woodland/Grassland 81622 14 638 0 0 70 ODen Oak/Pine Woodland/Grassland 81622 14 638 0 0 30 Chapparal/8rush 81625 27 625 0 0 5 Rural Residential:>.5-1 units/acre-no gutters 8]625 27 625 0 0 95 ODen Oak/Pine Woodland/Grassland 81632 22 599 0 0 25 Rural Residential:>.5-1 units/acre-no gutters 8]632 22 599 0 0 75 Open Oak/Pine Woodland/Grassland 81640 19 605 25 0 25 Rural Residential:>.5-1 units/acre-no gutters 8]640 19 605 25 0 25 ODen OaklPine Woodland/Grassland 81648 21 583 50 0 o Single Family Residential:>3-4 units/acre 81648 21 583 50 0 o Open Oak/Pine Woodland/Grassland 81652A 6 585 0 0 20 Single Family Residential:> 3-4 units/acre 81652A 6 585 0 80 o Single Family Residential:> 1-2 units/acre 816528 9 590 0 100 o Single Family Residential:>2-3 units/acre 8]664 21 577 50 0 50 Single Family Residential:>3-4 units/acre 8]670 12 624 0 0 15 Rural Residential:>.5-1 units/acre-no gutters 81670 12 624 0 0 80 Open Oak/Pine Woodland/Grassland I I I I I I I I I I I I I I I I I 47 I I Basin Tot Area Mean % of Soil % of Soil % of SoH !Landi Use Elevation TVDe B TVlDe C TVDe D BI670 12 624 0 0 5 Chapparal/Brush BI676 9 607 0 0 10 Rural Residential:>.5-1 units/acre-no gutters BI676 9 607 0 0 90 Open Oak/Pine Woodland/Grassland BI684 4 589 0 0 5 Sinl!le Family Residential:>3-4 units/acre BI684 4 589 0 0 15 Rural Residential:>.5-1 units/acre-no gutters BI684 4 589 40 0 40 Open Oak/Pine Woodland/Grassland BI688 9 597 0 0 20 Rural Residential:>.5-1 units/acre-no gutters 81688 9 597 0 0 80 Open Oak/Pine Woodland/Grassland BI694 6 586 50 0 o Sinl.!lc Family Residential:>3-4 units/acre 81694 6 586 50 0 o Rural Residential:>.5-1 units/acre-no gutters 81698 13 605 15 15 o Sinl.!le Family Residential:>3-4 units/acre 81698 13 605 35 35 o Open Oak/Pine Woodland/Grassland B1710 25 584 50 0 50 Sinl.!le Family Residential:> 3-4 units/acre 81718 12 571 25 0 25 Sinl.!le Family Residential:>3-4 units/acre 81718 12 571 25 0 25 Open Oak/Pine Woodland/Grassland BI730 5.8 586 0 100 o Sinl.!le Family Residential:> 3-4 units/acre 81734 13.4 581 0 100 o Sinl.!le Family Residential:>3-4 units/acre BI738 7.5 570 0 100 o Onen Oak/Pine Woodland/Grassland 81740 4.2 570 0 100 o Open Oak/Pine Woodland/Grassland 81742 8 576 0 0 100 Open Oak/Pine Woodland/Grassland 81744 8.7 560 0 0 100 Water Surface 81752 20 614 0 0 100 Open Oak/Pine Woodland/Grassland 81755 29 603 0 0 90 Sinl.!le Family Residential:>3-4 units/acre 81755 29 603 0 0 10 Open Oak/Pine Woodland/Grassland BI757 23 616 0 0 100 Sinl.!le Family Residential:>3-4 units/acre 81760 24 590 0 50 50 Simde Family Residential:>3-4 units/acre 81766 10 576 0 100 o Single Family Residential:>3-4 units/acre B1772 5.4 510 0 0 100 Open Oak/Pine Woodland/Grassland BI774 3.6 569 0 100 o Onen Oak/Pine Woodland/Grassland 81776 2.8 580 0 0 100 Open Oak/Pine Woodland/Grassland 81790 8 576 0 0 100 Single Family Residential:>3-4 units/acre 81792 3 571 0 50 50 SimIle Family Residential:>3-4 units/acre BI796 5 572 0 0 50 Industrv 81796 5 572 0 0 50 Single Family Residential:>3-4 units/acre BI801 15 579 0 0 40 Commerci al/H i !!hways/Parki ng 81801 15 579 0 0 30 8are/Newly Graded 81801 15 579 0 30 o Open Oak/Pine Woodland/Clrassland 81804 8 575 0 0 50 Industrv 81804 8 575 0 0 50 Sinl.!le Family Residential:>3-4 units/acre 81814 II 573 0 70 30 Sin!!le Family Residential:>3-4 units/acre BI822A 4.8 565 0 60 40 Open OaklPine Woodland/Grassland 818228 10 565 0 100 o Open Oak/Pine Woodland/Grassland 81834C II 550 0 100 o Open OaklPine Woodland/Grassland B 18348 6 560 0 100 o Oak/Pine Forrest BI8340 16 566 0 100 o Oak/Pine Forrest 81828 8 581 0 50 o Commcrcial/Hi!!hways/Parking 81828 8 581 0 50 o 8are/Newly Graded 81832 27 574 0 40 o Commereial/Hil.!hways/Parking 81832 27 574 0 60 o Oak/Pine Forrest 81842 619 550 5 5 o Offices/Schools 81842 619 550 30 30 o Sinl.!1c Family Residential:>3-4 units/acre BI842 619 550 5 5 o Onen Oak/Pine Woodland/Grassland BI842 619 550 10 10 o Oak/Pine Forrest BI847 16 534 0 6 o Sinl.!le Family Residential:>3-4 units/acre 81847 16 534 0 22 o Rural Residential:>.5-1 units/acre-no gutters 81847 16 534 0 72 o Open Oak/Pine Woodland/Grassland B 1848A 69 500 5 0 o Multifamily Residential:> I 0 units/acre 8 I 848A 69 500 20 0 o Single Family Residential:>3-4 units/acre B 1848A 69 500 25 0 o Rural Residential:>.5-1 units/acre-no f!utters 8] 848A 69 500 50 0 o Open Oak/Pine Woodland/Grassland BI8488 51 525 0 94 o Sin!!le Family Residential:>3-4 units/acre BI8488 51 525 0 6 o On en Oak/Pine Woodland/Grassland I I I I I I I I I I I I I I I I I 48 I I I Basin Tot Area Mean % of Soil % of Soil % of Soil Land Use Elevation Tv De B TvDe C Tvpe D B]848C ]87 520 75 0 o SingJc Family Residential:> 3-4 units/acre B 1848C 187 520 5 0 o Rural Residential:>.5- J units/acre-no gutters BJ848C ]87 520 ]5 0 o Onen Oak/Pine Woodland/Grassland B] 848C 187 520 5 0 o Oak/Pine Forrest BI851 67 710 0 0 47 Multifamily Residential:>6-1 0 units/acre BI851 67 710 0 0 35 Sinl!1e Family Residential:>3-4 units/acre BI851 67 710 0 18 o ODen Oak/Pine Woodland/Grassland B] 852A 117 68] 0 0 4 Multifamily Residential:>6-1 0 units/acre BI852A 117 681 0 0 41 Single Family Residential:>3-4 units/acre B] 852A ] 17 681 0 55 o ODen Oak/Pine Woodland/Grassland B] 852B 16 680 0 0 23 Offices/Schools B 1852B 16 680 0 0 77 Single Family Residential:>3-4 units/acre BI852C ]0 680 0 0 90 Multifamily Residential:>6-10 units/acre B 1852C 10 680 0 0 10 ODen Oak/Pine Woodland/Grassland B 1852D 48 660 0 0 40 Multifamily Residential:>6-10 units/acre B 1852D 48 660 0 60 o Onen Oak/Pine Woodland/Grassland BI854A 6 650 ]5 70 15 On en Oak/Pine Woodland/Grassland BI854B 6 650 0 0 100 ODen Oak/Pine Woodland/Grassland B] 854C 17 650 0 0 100 Single Family Residential:>3-4 units/acre B] 856A 103 633 0 0 ]5 CommereiaJJH i ghways/Parking B] 856A 103 633 0 0 35 Multifamily Residential:>6-10 units/acre B] 856A 103 633 0 0 20 Bare/Newly Graded B 1856A 103 633 ]0 0 20 ODen Oak/Pine Woodland/Grassland B 1856B 88 595 0 0 70 Commercial/Hi ghways/Parking B 1856B 88 595 0 0 20 Offices/Schools B 1856B 88 595 0 0 ]0 ODen Oak/Pine Woodland/Grassland BI860A 31 625 0 0 40 Commercial/Hi ghways/Parking BI860A 31 625 0 0 20 Offices/Schools Bl860A 31 625 0 0 40 Onen Oak/Pine Woodland/Grassland B I 860B 30 579 0 0 100 CommerciaJJHighways/Parking B] 860C 33 592 0 0 60 CommerciallHighways/Parking B 1860C 33 592 0 0 40 Oncn Oak/Pinc Woodland/Grassland B1864 ]01 571 0 0 70 CommereiaJJH ighways/Parking B1864 10] 571 0 30 o ODen Oak/Pine Woodland/Grassland BI867 12] 556 0 0 70 Commereial/Highways/Parking B]867 12] 556 0 10 o Offices/Schools B]867 121 556 0 0 20 Onen Oak/Pine Woodland/Grassland B 1868A 27 586 0 0 100 CommerciaJJHi ghways/Parking B 1868B 56 588 0 0 90 Commercial/Highways/Parking B 1868B 56 588 0 0 10 Offices/Schools B]873 127 571 0 90 o Single Family Rcsidcntial:>3-4 units/acre B]873 127 571 0 0 10 ODen Oak/Pine Woodland/Grassland BI876 68 560 0 0 ]0 Commercial/H i ghways/Parking BI876 68 560 0 20 o Single Family Residential:>3-4 units/acre BI876 68 560 0 10 o Single Family Residential:>1-2 units/acre B]876 68 560 0 60 o Onen Oak/Pine Woodland/Grassland B]882A 30 546 0 0 20 CommerciaJJHi ghways/Parking B] 882A 30 546 0 0 80 Onen Oak/Pine Woodland/Grassland B 1882B 8 564 0 0 100 CommcrciaJJH ighways/Parking BI886 119 538 0 0 30 CommerciaJJH ighways/Parking BI886 119 538 0 0 10 Offices/Schools BI886 119 538 0 0 30 Single Family Residential:>4-6 units/acre B]886 119 538 0 0 25 Single Family Rcsidcntial:>3-4 units/acre BI886 119 538 0 0 5 ODen Oak/Pine Woodland/Grassland BI888 253 530 0 0 15 CommerciallHi ghways/Parking B]888 253 530 0 0 10 Offices/Schools BI888 253 530 0 0 20 Industrv BI888 253 530 0 0 30 Single Family Residential:> 3-4 units/acre BI888 253 530 0 0 25 Onen Oak/Pine Woodland/Grassland B]89] II 5]0 0 0 ]00 ODen Oak/Pine Woodland/Grassland BI936A 98 523 0 8 o Single Family Residential:>2-3 units/acre BI936A 98 523 0 92 o Single Family Residential:>1-2 units/acre I I I I I I I I I I I I I I I I 49 I I Basin Tot Area Mean 'Yo of Soil % of Soil % of Soil Land Use Elevation Type B Tvpe C Tvpe D BI896 367 510 25 0 o Single Family Residential:>3A units/acre BI896 367 510 25 0 o Urban Lawns/Athletic Fields/Golf Courses BI896 367 5]0 10 0 o PasturclParkland/Mowed Grass BI896 367 510 30 0 o Agricultural Crops/Orchards BI896 367 510 5 0 o Opcn Oak/Pinc Woodland/Grassland BI896 367 510 5 0 o Oak/Pine Forrcst B]900A 19 537 0 0 ]5 Commercia I/Hil!hways/Parking B ] 900A ]9 537 0 0 67 Multifami]y Rcsidential:>6-1 (I units/aerc B] 900A 19 537 0 0 ]8 Singlc Family Rcsidential:>3-4 units/acre BI9008 46 534 0 0 8 Commercial/Highways/Parking 8]900B 46 534 0 0 55 Multifamily Rcsidential:>]0 units/acre BI900B 46 534 0 0 28 Single Family Residential:>3-4 units/acre B1900B 46 534 0 0 9 Single Family Residential:>2-3 units/acre B 1900C 25 530 0 0 6 Offices/Schools B 1900C 25 530 0 0 9 Multifamily Residential:> I 0 units/acre B] 900C 25 530 0 0 16 Single Family Residential:>3-4 units/acre B 1900C 25 530 0 0 69 Open OaklPine Woodland/Gr.assland B]9000 9 529 0 0 100 Single Family Residential:>3-4 units/acre B 1900E 6 530 0 0 100 Open Oak/Pinc Woodland/Grassland B]900F 3 525 0 0 100 Open Oak/Pine Woodland/Grassland B ] 900G 19 524 0 0 6 Commercial/Highways/Parking B 1900G 19 524 0 0 23 Mu]tifamily Rcsidentia1:>6-] I) units/acre B 1900G 19 524 0 0 7 Single Family Residential:>2-3 units/acre B] 900G 19 524 0 0 64 Single Family Residential:>] ..2 units/acre B]902H 125 523 0 0 ]5 Commereial/Highways/Parkil1g BI902H 125 523 0 0 5 Offices/Schools B 1902H ]25 523 0 0 3 Multifamily Residential:>] 0 units/acre B] 902H 125 523 0 0 9 Multifamily Residential:>6-1 0 units/acre B 1902H 125 523 0 0 48 Single Family Residential:>2-3 units/acre B]902H ]25 523 0 0 2 Pasture/Parkland/Mowed Grass 81902H 125 523 0 0 18 Open Oak/Pine Woodland/Grassland B]9081 7] 519 0 0 6 Commereial/Highways/Parking BI908I 7] 519 0 0 55 Single Family Residential:>2-3 units/acre BI9081 71 519 0 0 39 Open Oak/Pine Woodland/Grassland B] 908J 105 513 0 0 14 Multifamily ResidentiaI:>6-l 0 units/acre B] 908J 105 513 0 0 12 Single Family Residential:>3-4 units/acre B] 908J 105 513 0 0 5 Single Family Residential:>] -2 units/acre B 1908J 105 513 0 0 69 Open Oak/Pine Woodland/Grassland B1918 87 510 40 ]0 o Commereial/Highways/Parking B19]8 87 5]0 40 10 o Onen Oak/Pine Woodland/Grassland BI922 59 510 40 35 o Commercial/Highways/Parking BI922 59 5]0 15 ]0 o Bare/Newly Graded B]927 313 510 20 0 o Rural Residential:>.2-.5 units/acre-no gutters B]927 313 510 70 10 o Open Oak/Pine Woodland/Grassland BI930 335 510 70 30 o Pasture/Parkland/Mowed Grass B] 936B I]] 521 0 98 o Single Family Residential:>2-3 units/acre B 1936B 1]1 521 0 2 o Single Family Residential:> J -2 units/acre BI932 ]03 5]6 60 0 o Single Family Residential:> 3-4 units/acre B]932 103 5]6 30 0 10 Open Oak/Pine Woodland/Grassland B]934 67 5]0 70 0 o Single Family Residential:>3-4 units/ac:re B]934 67 5]0 20 0 10 Onen Oak/Pine Woodland/Grassland B]936C 30 518 0 ]00 o Single Family Residential:>2-3 units/acre B] 9360 49 5]2 0 0 50 Open OaklPine Woodland/Grassland BI9360 49 5]2 0 0 50 Oak/Pine Forrest BI943A 36 5]0 0 0 100 Open Oak/Pine Woodland/Grassland BI939 48 510 20 0 o Rural Residential:>.2-.5 units/acre-no gutters BI939 48 510 60 0 20 Open Oak/Pine Woodland/Grassland B]943B 27 510 0 50 o Open Oak/Pine Woodland/Grassland BI943B 27 510 0 50 o Oak/Pine Forrest BI946 179 510 50 50 o Onen Oak/Pine Woodland/Grassland 8]958 88 5]0 20 20 o Onen Oak/Pine Woodland/Grassland BI958 88 5]0 30 30 o Oak/Pine Forrest I I I I I I I I I I I I I I I I I 50 I I I Basin Tot Area Mean % of Soil % of Soil % of Soil Land Use Elevation Type B Type C Type D 81968 626 510 10 0 o Rural Residential:>.2-.5 units/acre-no gutters 81968 626 510 40 50 o Pasture/Parkland/Mowed Grass 81974 752 510 10 0 o Rural Residential:>.2-.5 units/acre-no gutters 81974 752 510 50 40 o Pasture/Parkland/Mowed Grass 81980 247 510 80 10 o Pasture/Parkland/Mowed Grass 81980 247 510 10 0 o Open Oak/Pine Woodland/Grassland I I I I I I I I I I I I I I I I 51 I I Appendix B: 2004 Natural Basin Lag Time Churn Creek Base I I Name Overland Overland Overland Channel Tributary Tributary Tributary Lenath Slope Roughness Bottom Length Slope Rouahness 8900 600 0.1 0.6 6 ]2200 0.015 0.]5 8902 600 0.1 0.6 5 9600 0.02 0.]5 8904 300 0.1 0.6 6 10000 0.02 0.]5 89]2 300 0.1 0.6 5 6800 0.083 0.\5 89]4 300 0.1 0.6 4 3600 0.069 0.14 89]6 300 0.1 0.6 4 2800 0.098 0.14 8918 600 0.\ 0.6 6 12200 0.0]5 0.15 B920 600 0.1 0.6 6 12200 0.015 0.15 8922 300 0.02 0.4 5 300 0.05 0.08 8930 300 0.01 0.4 3 \200 0.0] 0.08 B938 600 0.05 0.6 10 2200 0.015 0.15 8942 600 0.05 0.6 10 2200 0.015 0.]5 B944 300 0.01 0.5 5 500 0.01 0.08 8946 300 0.01 0.5 5 500 0.01 0.08 8948 200 0.02 0.4 8 600 0.015 0.12 B949 500 0.05 0.4 6 12000 0.05 0.]2 8958 300 0.05 0.]2 5 300 0.05 0.\2 8962 300 0.05 0.]2 5 800 0.05 0.12 8996 300 0.05 0.6 4 500 0.03 0.\2 8\000 300 0.1 0.6 5 4600 0.] 0.15 B100I 300 0.1 0.6 5 4600 0.1 0.]5 B]OIO 400 0.02 0.4 6 2800 0.0\ 0.]2 BI012 300 0.1 0.6 4 2800 0.098 0.]4 BIO\5 300 0.1 0.6 4 3000 0.078 0.\4 8]0]7 200 0.01 0.4 6 1600 0.01 0.12 810]8 300 0.02 0.4 5 1600 0.02 0.12 BIO]9 300 0.02 0.4 3 1000 0.0] 0.12 81020 300 0.02 0.4 8 700 0.005 0.12 81021 300 0.02 0.4 3 700 0.02 0.]2 81025 400 0.02 0.4 5 3600 0.0] 0.12 81026 400 0.1 0.6 2 652 0.135 0.]2 81036 300 0.02 0.4 3 2400 0.05 0.]2 B]038 400 0.02 0.4 20 800 0.005 0.08 81052A 300 0.1 0.6 4 2420 0.013 0.071 8 I 0528 300 0.1 0.6 2 400 0.005 0.11 84000 300 0.1 0.6 4 2900 0.]5 0.15 84002 300 0.1 0.6 3 ]700 0.]5 0.15 B4004 300 0.1 0.6 4 2200 0.082 0.15 840]2 300 0.1 0.6 4 2100 0.\5 0.15 84013 300 0.1 0.6 4 2200 0.13 0.15 B4017 300 0.\ 0.6 3 ]840 0.109 0.11 84020 300 0.] 0.6 4 3000 0.\2 0.15 84026 300 0.] 0.6 3 980 0.\33 0.15 84034 300 0.1 0.6 3 2080 0.15 0.]2 8404] 300 0.1 0.6 3 2]00 0.045 0.13 84042 300 0.1 0.6 3 1200 0.107 0.1 ] B4050 300 0.1 0.6 2 880 0.018 0.1 84058 300 0.1 0.6 4 3000 0.11 0.1 B4064 300 0.1 0.6 2 1060 0.026 0.078 B4070 300 0.1 0.6 2 300 0.]47 0.11 84076 300 0.1 0.6 2 600 0.047 0.089 84084 300 0.1 0.6 2 640 0.064 0.048 84090 300 0.1 0.6 2 660 0.085 0.1 84098 300 0.1 0.6 3 ]240 0.15 0.1 ] 84104 300 0.1 0.6 2 460 0.041 0.058 84112 300 0.1 0.6 2 980 0.024 0.125 B41 ]5 300 0.1 0.6 3 2100 0.012 0.079 84128 300 0.1 0.6 3 1460 0.129 0.087 B4134 300 0.1 0.6 3 1080 0.032 0.052 I I I I I I I I I I I I I I I 52 I I I Name Overland Overland Overland Channel Tributary Tributary Tributary Lenath Slope Rouahness Bottom Length Slope Roughness B4140 300 0.1 0.6 3 1060 0.03 0.11 B4]46 300 0.1 0.6 2 560 0.055 0.085 B4158 300 0.1 0.6 3 1360 0.043 0.15 B4166 300 0.1 0.6 2 940 0.029 0.083 B4172 300 0.1 0.6 3 1]00 0.04 0.073 B4180 300 0.1 0.6 3 1660 0.03 0.1 B4234A 300 0.1 0.6 3 1080 0.0]9 0.] ] B4234B 300 0.] 0.6 3 2280 0.018 0.1 ]4 B4254 300 0.] 0.6 3 1420 0.026 0.085 B4262 300 0.1 0.6 2 720 0.019 0.] ] B4270A 300 0.1 0.6 3 1280 0.009 0.1 B4273B 300 0.1 0.6 3 1320 0.005 0.064 BI066B 300 0.1 0.6 3 2140 0.012 0.]2 B3500 300 0.1 0.6 4 2420 0.15 0.12 B3502 300 0.1 0.6 5 4080 0.064 0.13 B3510 300 0.1 0.6 2 1 ]20 0.044 0.1 B3514 300 0.1 0.6 3 2220 0.102 0.12 B3520 300 0.1 0.6 3 1240 0.069 0.]2 B3528 300 0.1 0.6 3 1440 0.025 0.] I B3534 300 0.1 0.6 4 3360 0.099 0.13 B3540 300 0.1 0.6 3 2080 0.06 0.] I B3552 300 0.1 0.6 3 1300 0.025 0.085 B3568 300 0.1 0.6 4 2700 0.079 0.]2 B3572 300 0.1 0.6 3 ]460 0.05 0.1 B3594 300 0.1 0.6 2 740 0.023 0.11 B3602 300 0.] 0.6 3 1880 0.015 0.] I B3606 300 0.1 0.6 4 3620 0.075 0.] B3610 300 0.1 0.6 4 2480 0.053 0.]2 B3650 300 0.1 0.6 2 960 0.Q31 0.09 B3666 300 0.1 0.6 2 800 0.086 0.1 B3752 300 0.1 0.6 3 2000 0.027 0.079 B3772 600 0.1 0.6 6 12200 0.015 0.]5 B3776A 600 0.1 0.6 6 12200 0.015 0.]5 B3776B 600 0.1 0.6 6 12200 0.015 0.]5 B3782 300 0.] 0.6 3 1360 0.021 0.08 B3786 300 0.] 0.6 3 1360 0.021 0.08 B3796 300 0.] 0.6 4 2840 0.025 0.12 B3806 300 0.1 0.6 3 1600 0.045 0.078 B38]6 300 0.1 0.6 3 ]480 0.027 0.09 Bl10SA 300 0.] 0.6 4 2720 0.012 0.12 B4500 600 0.] 0.6 10 15000 0.015 0.15 B4502 600 0.1 0.6 10 9800 0.015 0.]2 B4507 600 0.1 0.6 6 12200 0.015 0.]5 B45 ]2E 150 0.05 0.6 3 300 0.08 0.12 B4512H 200 0.02 0.6 I 200 0.03 0.08 B45]5B 100 0.005 0.4 2 100 0.005 0.12 B1 ]08B 300 0.1 0.6 3 1880 0.041 0.087 BI] 18B 200 0.005 0.4 2 250 0.005 0.08 BI156 300 0.1 0.6 4 3220 0.005 0.09 B1400 300 0.1 0.6 3 1120 0.07 0.06 B1470 300 0.1 0.6 3 1900 0.034 0.096 B2500 300 0.1 0.6 3 1500 0.059 0.]2 B2514 300 0.1 0.6 3 1960 0.053 0.1 B2614 300 0.1 0.6 3 1000 0.009 0.12 B2646 300 0.1 0.6 2 640 0.013 0.12 B2838 300 0.] 0.6 2 700 0.003 0.1 B2866B 300 0.1 0.6 4 2660 0.026 0.] I B2870A 100 0.005 0.05 3 1200 0.025 0.]2 B2870C 300 0.1 0.6 6 12200 0.032 0.14 28700 600 0.1 0.6 6 12200 0.015 0.15 B2876A 600 0.1 0.6 6 12200 O.oJ5 0.15 B2876B 600 0.1 0.6 6 12200 0.015 0.]5 B3014 300 0.1 0.6 3 1640 0.057 0.1 B3078 300 0.1 0.6 3 ] ]00 0.077 0.12 I I I I I I I I I I I I I I I I 53 I I I Name Overland Overland Overland Channel Tributary Tributary Tributary Lenath Slope Rouahness Bottom Lenath SloDe Roughness 83084 300 0.1 0.6 3 1960 0.041 0.12 83108 300 0.1 0.6 4 2800 0.029 0.11 83116 300 0.1 0.6 3 1800 0.007 0.1 81496 300 0.1 0.6 4 3300 0.015 0.07 81510 300 0.1 0.6 3 1280 0.068 0.08 81546 300 0.1 0.6 3 1740 0.052 0.08 81588 300 0.1 0.6 3 ]200 0.041 0.1 81594 600 0.1 0.6 6 12200 0.015 0.15 8160lA 600 0.1 0.6 6 12200 0.015 0.15 816018 600 0.1 0.6 6 12200 0.015 0.15 81601D 600 0.1 0.6 6 12200 0.015 0.15 81834A 600 0.1 0.6 6 12200 0.015 0.15 81622 300 0.1 0.6 2 680 0.015 0.05 81625 300 0.1 0.6 3 1100 0.01 0.09 81801 600 0.1 0.6 6 12200 0.015 0.15 81822A 200 0.01 0.6 3 400 0.05 0.12 81834C 200 0.02 0.6 2 400 0.02 0.12 818348 300 0.01 0.5 5 500 0.01 0.08 81834D 300 0.01 0.5 5 500 0.01 0.08 81847 600 0.1 0.6 6 12200 0.015 0.15 81851 600 0.1 0.6 6 12200 0.015 0.15 81852A 600 0.1 0.6 6 12200 0.015 0.15 818528 600 0.1 0.6 6 12200 0.015 0.15 81852D 600 0.1 0.6 6 12200 0.015 0.15 81854A 300 0.05 0.6 2 400 0.06 0.15 818548 300 0.05 0.6 2 400 0.06 0.15 81854C 300 0.05 0.6 2 400 0.06 0.15 818828 300 0.1 0.6 3 1500 0.013 0.15 81891 300 0.1 0.6 3 700 0.066 0.15 81896 300 0.1 0.6 6 8680 0.009 0.08 81927 300 0.1 0.6 6 6800 0.007 0.062 81930 300 0.1 0.6 5 4600 0.003 0.06 81946 600 0.1 0.6 3 2400 0.002 0.15 81958 300 0.1 0.6 4 4500 0.014 0.096 81968 300 0.1 0.6 6 8000 0.002 0.061 81974 300 0.1 0.6 7 10000 0.004 0.06 81980 300 0.1 0.6 5 5600 0.004 0.062 I I I I I I I I I I I I I I I I 54 I I I I I I I I I I I I I I I I I I I Appendix C: Flow Path Component Lag Time Churn Creek Base 2004 ~ 19~ ~~~ ~~ l ~ 3 ~~3 ~3 t"'"C'l ~~ ;:z:IC'l j>Q[ t"'"("'J ~~ ("'J ~g~ ~Q jH ~Q ~Q !!! .., ... " = o = " 0 :0. 0.- 0 3 ~ S. ~. " ... 11>"0 ~ ~ ~ ""0 :> - "0 - = - ~ :> " :> - "0 - '" - 0.= " - :> - "0 ~ :s ., :;. ... " ... " ~ - " '"' ~ - -- ~ ;;- " II> ;;- ~ - " "0;;- - " '" " ~ ;;- " " -0 -0 [ 3. -... -... - " ::r~ ... - ,., ,., ,., :!. ~ " ~ ::r,., - ,., - ,., '" = '" 0 '" = '" .., '" .., ::r'" ... s.: ::r_ a- s oS o _ ::r_ 5.'" :> = 5.'" :> -. :> - "'l "'l ; ~ 0 ::ro 0 "0 0 0 0.'" 0.0 0.0 0.0 S. ... ... ~ = ... ~ ... ... ~ ~ ... ~ ~ ~ = = ~ ~ ... ... e. .. ... N :l] :l] oj' :> :> 8906 300 0.01 0.6 300 0.01 0.05 100 0.01 0.12 10 800 0.01 0.12 8.58 TRAP 3 0 200 O. 8908 200 0.02 0.6 200 0.02 0.05 2500 0.01 0.12 4 2500 0.02 0.12 90.5 TRAP 5 2 1000 O. 8910 300 0.02 0.6 300 0.02 0.05 300 0.05 0.12 10 1800 0.01 0.08 33 TRAP 20 2 1800 O. 8924 300 0.01 0.6 300 0.01 0.05 300 0.01 0.12 10 800 0.02 0.]2 ]3.5 TRAP 3 2 600 O. 8926 200 0.02 0.6 200 0.02 0.05 200 0.05 0.12 ]0 800 0.02 0.]2 17.1 TRAP 10 2 800 O. 8928 300 0.01 0.6 300 0.01 0.05 600 0.05 0.]2 10 1200 0.02 0.12 ]8.7 TRAP ]0 2 ]200 O. 8931 300 om 0.6 300 0.01 0.05 500 0.02 0.12 4 500 0.02 0.]2 ]8.] TRAP 3 2 500 O. 8932 300 0.01 0.6 300 0.0] 0.05 500 0.04 0.12 ]0 500 0.04 0.12 20 TRAP 3 2 800 O. 8934 400 0.02 0.5 400 0.02 0.05 300 0.02 0.12 5 2400 0.03 0.]2 65 TRAP 4 2 2400 O. 8936 300 0.01 0.5 300 0.01 0.05 300 0.01 0.12 5 2000 0.01 0.08 58.6 TRAP 5 2 2000 O. 8940 400 0.] 0.5 400 0.05 0.05 400 0.01 0.02 5 1200 0.01 0.08 37.5 TRAP 6 2 ]200 O. 8950 400 0.02 0.5 400 0.02 0.05 200 0.03 0.02 5 2500 0.03 0.]2 80.5 TRAP 3 2 2500 O. 8952 300 0.02 0.5 300 0.02 0.05 200 0.02 0.12 5 2500 0.04 0.12 54.5 TRAP 3 2 2500 O. 8954 200 0.0] 0.5 200 0.0] 0.05 200 0.01 0.12 5 2000 0.01 0.08 46.4 TRAP 5 2 2000 O. 8956 300 0.02 0.5 300 0.02 0.05 200 0.02 0.12 5 400 0.03 0.]2 10 TRAP 2 2 400 O. 8960 200 0.02 0.5 200 0.02 0.05 100 0.03 0.12 5 700 0.03 0.12 8 TRAP 2 2 700 O. 8964 ]00 0.01 0.5 100 0.0] 0.05 500 0.01 0.02 5 600 0.01 0.08 2] TRAP 6 2 600 O. 8966 150 0.01 0.6 ISO 0.01 0.05 600 0.03 0.02 4 800 0.02 0.02 25.9 CIRC 18 0 600 O. 8968 200 0.05 0.6 200 0.05 0.05 200 0.03 0.12 4 700 0.01 0.08 ]0.9 TRAP 30 2 700 O. 8970 300 0.01 0.6 300 0.01 0.05 100 0.01 0.12 3 2782 0.02 0.12 3.6 TRAP 6 2 200 O. 8972 200 om 0.6 200 0.01 0.05 400 0.04 0.12 4 400 0.04 0.]2 8.65 TRAP 4 2 400 O. 8974 200 0.04 0.6 200 0.04 0.05 300 0.04 0.12 4 300 0.04 0.]2 6.1 TRAP 3 2 300 O. 8976 200 0.01 0.6 200 0.01 0.05 400 0.02 0.12 4 400 0.02 0.12 6 TRAP 2 2 500 O. 8978 ]50 0.01 0.6 150 0.01 0.05 100 0.0] 0.12 4 700 0.02 0.12 8 TRAP 3 2 400 O. 8980 200 0.01 0.6 200 0.01 0.05 200 0.03 0.12 4 300 0.02 0.12 5.35 TRAP 6 2 300 O. 8982 200 0.0] 0.6 200 0.0] 0.05 500 0.03 0.12 4 500 0.03 0.12 12.5 TRAP 3 2 500 O. 8984 200 0.01 0.6 200 0.0] 0.05 200 0.03 0.12 2 200 0.03 0.12 2.3 TRAP 4 2 200 O. 8986 150 0.0] 0.6 150 0.01 0.05 100 0.01 0.12 1 200 0.02 0.12 2 TRAP 3 2 200 O. 8988 ]00 0.01 0.6 100 0.0] 0.05 400 0.01 0.02 4 200 0.02 0.02 5 CIRC 18 2 200 O. 8990 125 0.01 0.6 ]25 0.01 0.05 300 0.02 0.02 3 300 0.02 0.02 4.2 CIRC 24 2 300 O. 8992 150 0.0] 0.6 150 0.01 0.05 100 0.01 0.12 I 150 0.02 0.]2 ] TRAP 3 2 150 O. 8994 150 0.01 0.6 150 0.01 0.05 200 0.03 0.12 2 100 0.03 0.]2 3 TRAP 2 2 100 O. 8998 300 0.02 0.6 300 0.02 0.05 1000 0.03 0.12 4 800 0.01 0.08 26 TRAP 30 2 800 O. 81002 300 0.01 0.5 300 0.01 0.05 ]00 0.01 0.12 5 600 0.13 0.]2 22 TRAP 4 I 600 O. 55 I I I I I I I I I I I I I I I I I I I ~ ~~tO ~~;;' 0;;' i~3 ~~3 I ~ 3 ~ ~ ~~ ~~ Il>~::' f;; ~ ~~ ~ ~Q6 g~ . ~ ~ !:!!Q ~Q :!Z ., ... 0.- = 3 ~ ~ ~ to ... to ., to"Cl ~ to "Cl to"Cl = - "Cl - " - ~ = to = - "Cl - ::! = = 0.= to _ = - "Cl ""t :5. ... -. ... to ... to ... to II': - to ;; II': - - - II': r;- to to r;- ~ ::; ;.:; "Clr;- _ to '" to 1I':r;- to to -= -= -= -... -... . ~ 3. _ to ::r~ ... - " " " to " ::ri:;. - to - " '" " '" " '" " '" ~ '" ., ::r'" ... s: ::r_ 0 0 0 = - ::r_ 5.'" g.", 5.'" = ,,;. = -. ..., ..., ; :=l = 6=c; 0= "Cl = = 0.= 0.= 0.= !a ::. ::. ::. " ... ::. ... ::. to ... .., i: ~ i: Q Q ~ ~ :'. joooI. '" - '" :;; :;; 5' = = 81004 200 0.01 0.5 200 0.01 0.05 500 0.03 0.12 5 400 0.05 0.08 5 TRAP 4 I 400 O. 81006 200 0.01 0.5 200 0.01 0.05 500 0.04 0.12 5 200 0.08 0.08 6 TRAP 6 1 200 O. 81008 200 0.01 0.6 200 om 0.05 500 0.01 0.03 3 500 0.02 0.08 4.75 TRAP 3 2 200 O. 81022 200 0.01 0.6 200 0.01 0.05 200 0.01 0.12 10 300 0.01 0.02 15.3 CIRC 18 0 300 O. 81023 100 0.01 0.6 100 0.01 0.05 200 0.01 0.02 4 200 0.01 0.02 4 CIRC 24 2 200 O. 81024 300 0.01 0.6 300 0.01 0.05 300 0.01 0.02 10 800 0.01 0.02 23.4 CIRC 24 0 600 O. 81028 125 0.0] 0.6 125 0.01 0.05 300 0.01 0.02 4 300 0.01 0.02 5.5 CIRC 18 2 300 O. 81030 100 0.01 0.6 100 0.01 0.05 300 0.01 0.02 5 300 0.01 0.02 9.6 CIRC 24 0 900 O. 8]032 100 0.01 0.6 100 0.01 0.05 400 0.04 0.02 10 400 0.02 0.02 12 CIRC 30 2 400 O. 81034 150 0.01 0.6 150 0.01 0.05 200 0.02 0.02 4 200 0.02 0.02 5 CIRC 18 0 200 O. 81040 300 0.01 0.6 300 0.01 0.05 100 0.01 0.12 10 1600 0.02 0.]2 13.7 TRAP 3 0 200 O. 81042 300 0.01 0.6 300 0.01 0.05 ]00 0.01 0.12 10 1600 0.02 0.12 15.7 TRAP 3 0 200 O. 81044 300 0.01 0.6 300 0.01 0.05 100 0.01 0.12 10 1400 0.02 0.12 9.16 TRAP 3 0 200 O. 81046 300 0.01 0.6 300 0.01 0.05 100 0.01 0.12 10 1120 0.02 0.12 8.18 TRAP 3 0 200 O. 81048 300 0.01 0.6 300 0.01 0.05 100 0.01 0.12 10 2700 0.02 0.12 36.1 TRAP 4 0 200 O. 84184 300 0.01 0.6 300 0.0] 0.05 100 0.01 0.12 10 2100 0.02 0.12 25.1 TRAP 3 0 200 O. 84187 300 0.01 0.6 300 0.01 0.05 100 0.01 0.12 10 1680 0.01 0.12 8.5 TRAP 3 0 200 O. 84190 300 0.01 0.6 300 0.01 0.05 100 0.01 0.12 4.4 840 0.02 0.12 4.5 TRAP 2 0 200 O. 84194 300 0.01 0.6 300 0.01 0.05 100 0.01 0.12 10 2060 0.02 0.12 23 TRAP 3 0 200 O. 84200 300 0.01 0.6 300 0.01 0.05 100 0.01 0.12 10 1600 0.02 0.12 31 TRAP 3 0 200 O. 84204 300 0.01 0.6 300 0.01 0.05 100 0.01 0.12 10 1700 0.02 0.12 15.1 TRAP 3 0 200 O. 84208 300 0.01 0.6 300 0.01 0.05 100 0.01 0.12 10 2320 0.01 0.12 23 TRAP 3 0 200 O. 84214 300 0.01 0.6 300 0.01 0.05 100 0.01 0.12 10 1800 0.01 0.12 23.5 TRAP 3 0 200 O. 84218 300 0.01 0.6 300 0.01 0.05 100 0.01 0.12 10 2100 0.02 0.12 20 TRAP 3 0 200 O. 84224 300 0.01 0.6 300 0.01 0.05 100 0.01 0.12 5 1080 0.02 0.12 10 TRAP 3 0 200 O. 84228 300 0.01 0.6 300 0.01 0.05 100 0.01 0.12 ]0 2000 0.02 0.12 14 TRAP 3 0 200 O. 84242 300 0.01 0.6 300 0.01 0.05 100 0.01 0.12 10 2260 0.02 0.12 26.5 TRAP 3 0 200 O. 84246A 300 0.01 0.6 300 0.01 0.05 100 0.01 0.12 10 1600 0.02 0.12 15.6 TRAP 3 0 200 O. 842468 300 0.01 0.6 300 0.01 0.05 100 0.01 0.12 5 800 0.02 0.12 8.5 TRAP 2 0 200 O. 81058 300 0.01 0.6 300 0.01 0.05 100 0.01 0.12 10 1760 0.01 0.12 12.2 TRAP 3 0 200 O. 81066A 300 0.01 0.6 300 0.01 0.05 ]00 0.01 0.12 4 2140 0.01 0.12 6 TRAP 3 0 200 O. 83560 300 0.01 0.6 300 0.01 0.05 100 0.01 0.12 10 1500 0.02 0.12 13.2 TRAP 3 0 200 O. 83582 300 0.01 0.6 100 0.01 0.05 600 0.01 0.12 10 900 0.02 0.08 8.15 TRAP 3 2 200 O. 83590 300 0.01 0.6 300 0.01 0.05 100 0.01 0.]2 3.05 560 0.02 0.12 3.05 TRAP 2 0 200 O. 83616 300 0.01 0.6 100 0.01 0.05 400 0.01 0.12 4.16 240 0.02 0.08 4.16 TRAP 2 2 200 O. 83624 300 0.01 0.6 300 o.oll 0.05 100 0.01 0.12 4 1060 0.02 0.12 7 TRAP 2 0 200 O. 83632 300 0.01 0.6 300 0.01 0.05 100 0.01 0.12 4.8 960 0.02 0.12 5 TRAP 2 0 200 O. 83636 300 0.01 0.6 300 0.01 0.05 100 0.01 0.12 10 1200 0.02 0.12 6.51 TRAP 3 0 200 O. 83644 300 0.01 0.6 300 0.01 0.05 100 0.01 0.12 2.92 880 0.02 0.12 3 TRAP 2 0 200 O. 56 I I I I I I I I I I I I I I I I I I I ~ ~ ~ '" ~~'" ~'" ~ ~ 3 ~ ~ 3' ~3 ~~ ~~ S'~ ~bl::. ~ 1:? S hJ ~ > gJ ~ ::: ~J o ~ ~ ~~ ~ ~ :!: c._ Q 3 ~ ~ 3. '" ., ~ 3. :s."'"'O "'"'0 "'"'0 = ..... "'0 ..... = ..... ~ = '" = - "'0 = .. - c.= '" - = - "'0 ;:; ::l. ~o ,;:t.~ ., '" ., '" ";S.r; '" r; "" ..... ..... ..... "" ;; '" '" ;; ~ ..... '" "'0;; ..... '" '" '" "" ;; '" It -Q -Q -., . ;" ., ...., ., ...~ ., ..... " " " :!. f"> '" " ..." - " ~~ " = .. = .. = .. .. " <<: = :s ; ~ c: ........ = = =-..... = 0= Q ..... 5.'" 5.'" 5.'" = "0 = _0 'Tj 'Tj Q = ~ "'0 Q C C.Q C.Q C.Q ;: ;: '" - !? :. :. :. :. ., :. '" ., ., 1;; 1;; 1;; '" Q so =. - '" - ... ~ ::; ::; = = B3658 300 0.0] 0.6 ]00 0.01 0.05 400 0.0] 0.12 ]0 1900 0.02 0.08 13.6 TRAP 3 2 200 O. B3672 300 0.01 0.6 300 0.01 0.05 ]00 0.0] 0.12 4 1600 0.02 0.]2 7 TRAP 3 0 200 O. B3682 300 0.01 0.6 300 0.0] 0.05 100 0.0] 0.]2 4.1 880 0.02 0.]2 4.1 TRAP 2 0 200 O. B3688 300 0.01 0.6 300 0.01 0.05 100 0.01 0.12 10 ]860 0.02 0.12 14.2 TRAP 3 0 200 O. B3692 300 0.01 0.6 300 0.01 0.05 100 0.01 0.12 4 600 0.02 0.]2 7 TRAP 2 0 200 O. B3696 300 0.0] 0.6 300 0.01 0.05 ]00 0.01 0.12 2.14 360 0.02 0.12 2.14 TRAP 2 0 200 O. B3700 300 0.01 0.6 300 0.01 0.05 100 0.01 0.12 3.9 540 0.02 0.12 4 TRAP 2 0 200 O. B3708 300 0.01 0.6 300 0.01 0.05 100 0.01 0.12 10 1320 0.02 0.12 7.59 TRAP 3 0 200 O. B37]6 300 0.01 0.6 100 0.0] 0.05 400 0.0] 0.12 ]0 1 ]60 0.01 0.08 9.12 TRAP 3 2 200 O. B3724 300 0.01 0.6 ]00 0.01 0.05 400 0.0] 0.12 10 1160 0.02 0.08 17.7 TRAP 3 2 200 O. B3730 300 0.01 0.6 100 0.01 0.05 400 0.0] 0.]2 4 800 0.0] 0.08 6.5 TRAP 2 2 200 O. B3736 300 0.0] 0.6 300 0.0] 0.05 100 0.0] 0.]2 4 ]540 0.02 0.]2 6 TRAP 3 0 200 O. B3746 300 0.0] 0.6 ]00 0.01 0.05 400 0.01 0.12 4 ]040 0.02 0.08 6 TRAP 3 2 200 O. B3758 300 0.01 0.6 300 0.0] 0.05 100 0.01 0.12 10 3780 0.01 0.]2 30.2 TRAP 4 0 200 O. B3766 300 0.0] 0.6 300 0.0] 0.05 ]00 0.01 0.]2 10 700 0.02 0.12 5.87 TRAP 2 0 200 O. B3800 300 0.01 0.6 300 0.0] 0.05 100 0.01 0.12 10 2060 0.02 0.12 26 TRAP 3 0 200 O. B3810 300 0.0] 0.6 300 0.01 0.05 100 0.01 0.12 10 2320 0.02 0.12 ]6.7 TRAP 4 0 200 O. BI074B 300 0.0] 0.6 300 0.0] 0.05 100 0.0] 0.]2 8 1600 0.01 0.12 ]2 TRAP 4 2 200 O. BI077 300 0.0] 0.6 300 0.01 0.05 ]00 0.01 0.12 10 430 0.0] 0.]2 5.6 TRAP 2 0 200 O. B1080 300 0.01 0.6 300 0.0] 0.05 100 0.01 0.12 4.06 960 0.0] 0.]2 4.06 TRAP 2 0 200 O. BI086 ]00 0.01 0.6 ]00 0.01 0.05 600 0.01 0.02 ]0 2]00 0.04 0.02 ]2 CIRC 36 0 200 O. B1090 100 0.01 0.6 ]00 0.0] 0.05 600 0.0] 0.02 10 2]60 0.03 0.02 17 CIRC 36 0 200 O. BI098 ]00 0.01 0.6 ]00 0.0] 0.05 600 0.01 0.02 10 ]240 0.03 0.02 7.66 C]RC 36 0 200 O. B4509A 400 0.01 0.6 400 0.01 0.05 2000 0.02 0.12 10 2000 0.02 0.12 88.3 TRAP 8 3 2000 O. B4509B 300 0.02 0.6 300 0.02 0.05 300 0.02 0.12 5 1000 0.02 0.1 ]5.5 TRAP 10 2 500 O. B4509C 200 0.02 0.6 200 0.02 0.05 200 0.05 0.]2 3 800 0.05 0.1 6.7 TRAP 4 2 800 O. B4509D 200 0.02 0.6 200 0.02 0.05 200 0.05 0.12 2 200 0.05 0.1 5.5 TRAP 2 2 250 O. B4509E 200 0.02 0.6 200 0.02 0.05 ]00 0.05 0.12 1 200 0.08 0.12 2.5 TRAP 2 2 200 O. B4509F 200 0.05 0.6 200 0.05 0.05 100 0.05 0.12 3 300 0.05 0.]2 6.15 TRAP 3 2 300 O. B4509G 300 0.02 0.6 300 0.02 0.05 400 0.06 0.12 3 600 0.03 0.] 10 TRAP 4 2 600 O. B4509H 300 0.02 0.6 300 0.02. 0.05 200 0.05 0.]2 3 400 0.02 0.]2 6.2 TRAP 2 2 400 O. B4509K 200 0.01 0.6 200 0.0] 0.05 100 0.06 0.12 3 100 0.06 0.12 2.3 TRAP 2 2 ]00 O. B4509L 300 0.03 0.6 300 0.03 0.05 ]00 0.D3 0.]2 3 400 0.02 0.1 7.5 TRAP 3 2 400 O. B4509M ]00 0.01 0.6 ]00 0.01 0.05 100 0.01 0.08 I 100 0.0] 0.08 ] TRAP 2 2 100 O. B4509N 200 0.06 0.6 200 0.06 0.05 ]00 0.05 0.08 I 200 0.02 0.08 1.5 TRAP 8 2 300 O. B45090 200 0.02 0.6 200 0.02 0.05 100 0.02 0.08 I 100 0.02 0.08 3 TRAP 8 2 100 O. B4512A 100 0.01 0.6 ]00 0.01 0.05 300 0.03 0.03 2 200 0.03 0.03 2.3 TRAP I 20 200 O. B4512B 150 0.01 0.6 150 0.01 0.05 100 0.08 0.03 2 200 0.08 0.03 2.2 TRAP ] 20 200 O. B45]2C 100 0.01 0.6 ]00 0.01 0.05 100 0.09 0.03 1 200 0.09 0.03 ].4 TRAP ] 20 200 O. 57 I I I I I I I I I I I I I I I I I I I ~ 5'9~ ~9~ ~~ ~96 !2 9 :: 96 ~ C'l ~f:"l S'f:"l ("')- ~Q ~Q ("') ~~~ ~Q . ~ ~ ~Q '" Q :!2 .. .. ~ .. ... = s. c> E!. E!. Q.- c> ~ ~ ~. rO"Cl rC "Ci n;"Cl = ... ~ = .. = - "Cl= '" - Q.= = - "Cl 6 S. g. :l S. "Cl ... 11Q ;;' ;;- "Cl;;- '" - "" ;;- ~... .. ::!.~ ... .. "" ... '" ;; "" ... ... ... .. '" ~ ... '" ...", '" .. '" .. -c> =:] . [S. ... '" C"~ ... ... '" '" '" ... '" .. '" C"::. - '" ... '" '" = '" = '" = ~ ::1 C"... ... 6' C"... Q Q -. ... Q c> ... C"... 5.'" 5.'" 5.'" = -. "'l ""l ; ~ c> C"c> OC> "Cl c> c> Q.c> Q. c. Q.c> S. :1. :1. :1. = ... :1. ... :1. '" ... ... !;; 5; ; !;; ;;; ;;; : ~ =:,- '" - ... :l; :l; S. = = B45\20 \00 0.01 0.6 100 0.0\ 0.05 300 0.04 0.03 \ 250 0.04 0.06 1.8 TRAP 2 2 250 O. B4512F 100 0.0\ 0.6 100 0.01 0.05 200 0.04 0.03 2 100 0.04 0.03 3.3 TRAP \ 20 100 O. B4512G 100 0.01 0.6 100 0.01 0.05 200 0.03 0.03 1 200 0.03 0.03 2.05 TRAP 1 20 200 O. B4513 \00 0.02 0.5 \00 0.02 0.05 400 0.04 0.03 5 500 0.04 0.03 23.6 TRAP 4 2 900 O. B4515A 150 0.01 0.6 150 0.01 0.05 300 0.01 0.02 10 900 0.01 0.\2 \0.4 TRAP 3 3 900 O. B4515C 200 0.01 0.6 200 0.01 0.05 2600 0.01 0.12 5 1600 0.01 0.12 64.6 TRAP 6 2 1600 O. B45150 400 0.02 0.6 400 0.02 0.05 800 0.03 0.\2 4 ]400 0.01 0.08 44.2 TRAP 8 2 \400 O. B4516 150 0.01 0.6 \50 0.01 0.05 600 0.01 0.02 \0 200 0.02 0.02 13 CIRC 36 0 1760 O. B4524 200 0.0\ 0.6 200 0.01 0.05 400 0.0] 0.02 ]0 400 0.02 0.02 10 CIRC 24 0 1000 O. B4532 150 0.01 0.6 150 0.01 0.05 400 0.0\ 0.02 10 400 0.02 0.02 \1 C\RC 24 0 1200 O. B4540 200 0.0\ 0.6 200 0.0\ 0.05 500 0.01 0.02 \0 2400 0.02 0.\ 24 TRAP 6 2 200 O. B4544 200 0.0\ 0.6 200 0.01 0.05 300 0.01 0.02 10 3940 0.02 0.12 27 TRAP 5 2 200 O. B4546 200 0.01 0.6 200 0.0\ 0.05 400 0.0\ 0.02 10 3200 0.02 0.12 39.5 TRAP 4 2 200 O. B4554 300 0.01 0.6 300 0.0\ 0.05 100 0.01 0.\2 \0 1760 0.02 0.12 \6 TRAP 3 2 200 O. B4566 300 0.01 0.6 300 0.0\ 0.05 100 0.01 0.12 10 2380 0.02 0.\2 16 TRAP 4 2 200 O. B4572 300 0.01 0.6 300 0.01 0.05 100 0.01 0.12 \0 1560 0.01 0.\2 8 TRAP 3 2 200 O. B4574 300 0.01 0.6 300 0.01 0.05 100 0.01 0.12 4 580 0.02 0.\2 4 TRAP 2 2 200 O. B4576 300 0.01 0.6 300 0.01 0.05 100 0.0\ 0.12 4 940 0 0.\2 5.5 TRAP 2 2 200 O. B4582 300 0.01 0.6 300 0.01 0.05 100 0.01 0.12 10 900 0.02 0.12 16 TRAP 3 2 900 O. B4584 300 0.01 0.6 300 0.01 0.05 100 0.0\ 0.12 3 300 0.02 0.\2 3 TRAP 2 2 200 O. B4588A 300 0.01 0.6 300 0.01 0.05 100 0.01 0.12 10 400 0.02 0.12 8 TRAP 2 2 200 O. B4588B 300 0.01 0.6 300 0.0\ 0.05 100 0.0\ 0.\2 2 300 0.01 0.12 2 TRAP 2 2 200 O. B4592A 300 0.0\ 0.6 300 0.0\ 0.05 100 0.03 0.12 10 500 0.03 0.\2 9 TRAP 2 2 500 O. B4592B 300 0.01 0.6 300 0.0\ 0.05 100 0.02 0.12 4 500 0.02 0.12 5.5 TRAP 2 2 200 O. B4596 300 0.01 0.6 300 0.0\ 0.05 100 0.01 0.12 4 200 0.0\ 0.\2 5.5 TRAP 2 2 200 O. B4600 300 0.0\ 0.6 300 0.0\ 0.05 100 0.01 0.12 3 500 0.01 0.\2 3.5 TRAP 3 2 200 O. B4604 300 0.01 0.6 300 0.01 0.05 600 0.01 0.12 \0 800 0.01 0.08 17 TRAP 15 2 800 O. B4608 300 0.01 0.6 300 0.01 0.05 100 0.01 0.08 4 200 0.01 0.08 4 TRAP 3 2 200 O. B46\2 300 0.01 0.6 300 0.01 0.05 200 0.0\ 0.12 4 400 0.01 0.\2 8 TRAP 3 2 300 O. B4616A 300 0.01 0.6 300 0.01 0.05 100 0.02 0.12 10 400 0.03 0.12 8 TRAP 2 2 200 O. B4616B 200 0.01 0.6 200 0.0] 0.05 100 0.02 0.12 4 500 0.0\ 0.12 7 TRAP 4 2 500 O. B4622 300 0.0\ 0.6 300 0.0\ 0.05 100 0.01 0.12 4 600 0.01 0.12 4 TRAP 3 2 200 O. B4624 300 0.01 0.6 300 0.0\ 0.05 300 0.01 0.12 4 600 0.01 0.12 12.5 TRAP 3 2 600 O. B4682C 200 0.01 0.6 200 0.0] 0.05 100 0.01 0.12 1 \00 0.01 0.12 3 TRAP 2 2 \00 O. B4626A 200 0.03 0.6 200 0.03 0.05 100 0.03 0.12 I 200 0.03 0.\2 2.2 TRAP 3 2 200 O. B4626B 200 0.D2 0.6 200 0.02 0.05 100 0.02 0.12 3 400 0.02 0.\2 6.7 TRAP 3 2 400 O. B4626C 150 0.02 0.5 150 0.02 0.05 200 0.02 0.03 ] 200 0.02 0.03 2.4 TRAP I 20 200 O. B46260 200 0.04 0.5 200 0.04 0.05 100 0.04 0.\2 \ 200 0.04 0.\2 2 TRAP 2 2 150 O. B4636 300 0.0] 0.6 300 0.01 0.05 100 0.0\ 0.12 3.92 300 0.02 0.\2 4 TRAP 2 0 300 O. 58 I I I I I I I I I I I I I I I I I I I ~. ~9~ r~~ 9;;' ~93 r 9 3' '93 ~ ~ s~ g:'~ ~Q~ ?:Q ~ ~J S:: > gJ ~ = ~,J . ~ ~ ~Q ?:Q ~ = !S- o.- = 3 ~ ~ ~..'O ..'0 ..'0 = - ~ = .. = - '0= ., - 0.= = - '0 ~ .. < ;. g. '0 - - - """ ;; '0- .. - ~[ :!.c; '" .. '" .. '" .. lIS;;;' '" ;;;' "" - .. "' ~ - .. "' ~ - "' '" .. "' .. ;~ -", D:'" . ;- ~ =-~ '" -" " " '" " =-::; -'" ., = ., < =-'" '" 0: =-- S S -. - S = - 5.'" = = 5.'" = -. = :; = - "'l "'l ;;; "'l = "'= 0= '0 = = c.'" 0.= 0.= 0.= ::- ::- '" - !S- :: :: :: = '" :: '" ~ "' '" '" ~ ~, ~ '" = :,....... '" - IV ::; ::; ::; S' = = B4640A 150 0.03 0.6 150 0.03 0.05 100 0.03 0.1 I 200 0.03 0.1 2 TRAP 2 2 200 O. B4640B 200 0.02 0.6 200 0.02 0.05 100 0.02 0.12 2 200 0.02 0.]2 4 TRAP 2 2 200 O. B4646 300 0.01 0.6 300 0.0] 0.05 100 0.01 0.12 3 300 0.02 0.12 3 TRAP 3 2 300 O. B4652A 300 0.01 0.6 300 0.0] 0.05 100 0.01 0.12 8 3120 0.02 0.12 ]6 TRAP 4 2 200 O. B4690C 200 0.0] 0.6 200 0.01 0.05 100 0.0] 0.12 1 100 0.01 0.]2 3 TRAP 4 2 100 O. B4656 300 0.01 0.6 300 0.01 0.05 100 0.01 0.08 10 3400 0.02 0.12 39 TRAP 5 2 200 O. B4660A 300 0.01 0.6 300 0.0] 0.05 100 0.0] 0.12 ]0 600 0.02 0.12 10 TRAP 3 2 200 O. B4660B 300 0.01 0.6 300 0.01 0.05 300 0.01 0.12 ]0 700 0.01 0.1 25 TRAP 4 2 700 O. B4666 300 0.0] 0.6 300 0.01 0.05 100 0.01 0.12 10 1500 0.01 0.12 9 TRAP 3 2 200 O. B4674 300 0.01 0.6 300 om 0.05 100 0.01 0.12 4 400 0.01 0.12 5.5 TRAP 4 2 400 O. B4682A 200 0.0] 0.6 200 0.01 0.05 100 0.01 0.]2 I 200 0.01 0.]2 2 TRAP 2 2 100 O. B4682B 200 0.01 0.6 200 0.01 0.05 100 0.01 0.12 5 600 0.01 0.12 15 TRAP 2 2 600 O. BI074A 200 0.0] 0.6 200 0.01 0.05 400 0.01 0.03 4 600 0.01 0.12 7 TRAP 2 2 600 O. B4690A 200 0.01 0.6 200 0.01 0.05 100 0.01 0.12 10 800 0.01 0.]2 25.4 TRAP 4 2 800 O. B4690B 200 0.01 0.6 200 om 0.05 100 0.01 0.12 4 500 0.01 0.12 6.7 TRAP 4 2 500 O. B4652B 300 0.01 0.6 300 0.0] 0.05 100 0.01 0.12 ]0 800 0.0] 0.12 15.5 TRAP 20 2 200 O. B] 112 100 0.01 0.6 ]00 0.01 0.05 600 0.01 0.02 4 580 0.06 0.02 6.5 CIRC 24 0 200 O. B]] (8A 100 0.01 0.6 100 0.01 0.05 1000 0.02 0.12 ]0 1000 0.01 0.08 ]7.6 TRAP 5 2 1000 O. BII18C ]00 0.01 0.6 100 0.01 0.05 300 0.0] 0.02 4 300 0.0] 0.02 7 CIRC 24 0 300 O. BI122 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 4.85 1160 0.05 0.02 5 C]RC 36 0 200 O. B] 130 100 0.01 0.6 100 0.0] 0.05 600 0.0] 0.02 10 1160 0.05 0.02 5.6 CIRC 36 0 200 O. BI136 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 10 1020 0.06 0.02 14.7 CIRC 36 0 200 O. BI148 100 0.01 0.6 100 0.01 0.05 600 0.0] 0.02 10 3000 0.03 0.02 24.2 CIRC 48 0 200 O. BI ]58 100 0.01 0.6 100 0.0] 0.05 600 0.01 0.02 10 980 0.01 0.02 8.02 CIRC 36 0 200 O. BI164 100 0.01 0.6 100 0.0] 0.05 600 0.01 0.02 ]0 2300 0.04 0.02 22.] CIRC 48 0 200 O. BI168 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 10 2600 0.03 0.02 23.7 CIRC 48 0 200 O. B] ]72 100 0.01 0.6 ]00 0.0] 0.05 600 0.01 0.02 5 1500 0.05 0.02 9.5 CIRC 36 0 200 O. B] 176 ]00 0.01 0.6 ]00 0.01 0.05 600 0.01 0.02 10 1260 0.01 0.02 10.6 CIRC 36 0 200 O. BI ]84 100 0.01 0.6 100 0.01 0.05 600 0.0] 0.02 2.69 680 0.1 0.02 2.69 C]RC 24 0 200 O. B] 188 100 0.01 0.6 ]00 0.01 0.05 600 0.01 0.02 3 840 0.02 0.02 3.97 CIRC 24 0 200 O. BI196 100 0.01 0.6 100 0.01 0.05 600 0.0] 0.02 10 2020 0.02 0.02 ]6 CIRC 36 0 200 O. BOGIA 100 0.01 0.6 100 0.01 0.05 200 0.01 0.12 4 1200 0.01 0.12 ]9.2 TRAP 6 3 1200 O. BOGIB 100 0.0] 0.6 100 0.01 0.05 200 0.01 0.12 4 800 0.0] 0.12 12.1 TRAP 4 3 800 O. BOG2A 100 0.01 0.6 100 0.01 0.05 200 0.01 0.]2 4 1000 0.01 0.12 17.1 TRAP 3 3 800 O. BOG2B 100 0.02 0.6 100 0.02 0.05 200 0.02 0.]2 4 700 0.02 0.]2 18.7 TRAP 5 3 1400 O. BOG3 100 0.02 0.6 100 0.02 0.05 200 0.02 0.12 4 600 0.02 0.12 18.6 TRAP 4 2 750 O. BOG4A 150 0.02 0.6 150 0.02 0.05 200 0.02 0.12 4 600 0.02 0.12 6.8 TRAP 2 2 200 O. BOG4B 100 0.02 0.6 100 0.02 0.05 ]50 0.02 0.12 4 200 0.02 0.]2 6.45 TRAP 4 2 600 O. BOG4C 100 0.0] 0.6 100 0.01 0.05 ]00 0.01 0.12 4 150 0.01 0.12 2.8 TRAP 2 2 200 O. 59 I I I I I I I I I I I I I I I I I I I ~ 19;; s9;; S'~ lS'3 ~S'Ei 2~Y3 ~V ~ ~~ b- ~f 2: to ~ S~ ~ ~g~ ~Q . ~ ~ f!?("'l ~Q ~ = C 0.= = 3 .. .., ~ ~ ~. to"" ~ to 'C. :('tI"O = - .", ::;: c ::;: a = to = - .. - 0.= to = = - .", s.~ ~ :5. ~ ;; .", - ;; .",;; ~;; .., to "'t \":) ~~;.S ~ - to to ~ '" - - to to ~ - to - to '" to to to =~ -= -.., - "' - to .., - '" '" '" :!. n to '" =-:;. - '" - '" .. c .. c .. .. ~ :;. =-.., .., =-.., c: =-- s s =-- s = - =-- g.", g.", g.", = -. ~ = - "'l "'l ~ ~ = c ~ 0= .", c = 0.= o.Cl ,c..g =. .., ::;. .., ::;. .., ::;. ~ :!. .., 0- 0- '" - ... - =. - .... ~ ~; '" = , '" ~ ~ ~ 5' = = BDG4D lOa 0.02 0.6 100 0.02 0.05 lOa 0.02 0.12 2 lOa 0.01 0.12 2.65 TRAP 4 2 300 O. BDG5A 100 0.02 0.6 lOa 0.02 0.05 lOa 0.02 0.]2 ] lOa 0.02 0.12 1.15 TRAP 2 2 lOa o. BDG5B lOa 0.02 0.6 lOa 0.02 0.05 200 0.02 0.12 4 300 0.02 0.12 4 TRAP 4 2 300 O. BDG5C lOa 0.02 0.6 100 0.02 0.05 lOa 0.02 0.]2 I lOa 0.02 0.]2 1.4 TRAP I 2 lOa O. BDG5D ]00 0.02 0.6 lOa 0.02 0.05 100 0.02 0.12 4 400 0.02 0.12 5.95 TRAP 2 2 700 O. BDG6A I lOa 0.02 0.6 100 0.02 0.05 100 0.02 0.12 ] ]50 0.02 0.12 1.3 TRAP 2 2 ISO O. BDG6A2 100 0.01 0.6 100 0.01 0.05 lOa 0.0] 0.12 2 300 0.01 0.1 2.4 TRAP 10 3 300 O. BDG6A3 100 0.03 0.6 100 0.03 0.05 lOa 0.03 0.12 ] ]00 0.03 0.12 2 TRAP 2 2 lOa o. BDG6A4 lOa 0.02 0.6 100 0.02 0.05 200 0.02 0.12 3 300 0.0] 0.]2 5 TRAP 3 2 300 O. BDG6B I ISO 0.02 0.6 ISO 0.02 0.05 lOa 0.02 0.]2 I lOa 0.02 0.]2 3 TRAP 2 2 lOa o. BDG6B2 lOa 0.02 0.6 100 0.02 0.05 200 0.02 0.12 2 200 0.02 0.12 2.65 TRAP 2 2 200 O. BDG6B3 lOa 0.04 0.6 100 0.04 0.05 200 0.04 0.12 4 350 0.01 0.12 7.3 TRAP 4 2 400 O. BDG6C] 100 0.03 0.6 lOa 0.03 0.05 200 0.03 0.12 2.23 ]00 0.01 0.12 4.5 TRAP 3 2 100 O. BDG6C2 lOa 0.01 0.6 100 0.01 0.05 200 0.01 0.12 ] 300 0.01 0.12 2.15 TRAP 3 2 300 O. BDG6DI 100 0.02 0.6 100 0.02 0.05 lOa 0.02 0.]2 I lOa 0.02 0.]2 2 TRAP 2 2 lOa o. BDG6D2 200 0.02 0.6 200 0.02 0.05 lOa 0.02 0.12 4 500 0.02 0.12 8.45 TRAP 4 2 500 O. BDG6E lOa 0.0] 0.6 lOa 0.01 0.05 200 0.01 0.12 2 200 0.01 0.12 3.2 TRAP 2 2 200 O. BDG6F 100 0.03 0.6 lOa 0.03 0.05 100 0.03 0.]2 4 ]00 0.03 0.]2 5.15 TRAP 2 2 450 O. BDG6G lOa 0.03 0.6 100 0.03 0.05 ]00 0.03 0.12 4 ]00 0.03 0.12 5.65 TRAP 2 2 450 O. BDG7A lOa 0.03 0.6 100 0.03 0.05 200 0.03 0.02 5 400 0.03 0.08 6 TRAP 3 2 300 O. BDG7B 100 0.02 0.6 100 0.02 0.05 200 0.02 0.12 I lOa 0.02 0.12 1.05 TRAP I 3 lOa O. BDG7C lOa 0.0] 0.6 100 0.01 0.05 400 0.02 0.02 4 400 0.02 0.]2 6.1 TRAP 3 2 400 O. BDG8A 100 0.04 0.6 lOa 0.04 0.05 200 0.04 0.08 5 400 0.04 0.08 4 TRAP 2 5 400 O. BDG8B ]00 0.0] 0.6 lOa 0.01 0.05 500 0.05 0.03 5 300 0.05 0.02 5 CIRC ]8 0 200 O. BDG9A 100 0.01 0.6 100 0.01 0.05 200 0.01 0.12 2 ]00 0.01 0.12 2.35 TRAP 2 3 100 O. BDG9B 125 0.01 0.6 ]25 0.01 0.05 lOa 0.02 0.03 5 400 0.02 0.02 14.3 CIRC 18 0 700 O. BDG I OA lOa 0.03 0.6 lOa 0.03 0.05 200 0.03 0.08 3 500 0.03 0.08 3.7 TRAP 2 5 500 O. BDGIOB lOa 0.05 0.12 100 0.05 0.05 400 0.05 0.03 1.2 300 0.05 0.02 2.4 C]RC 18 0 200 O. BDGI]A 150 0.02 0.6 ISO 0.02 0.05 200 0.05 0.03 5 400 0.05 0.03 9 TRAP 2 10 300 O. BDGIIB ]50 0.01 0.6 ISO 0.01 0.05 200 0.05 0.03 I 150 0.05 0.02 2.35 TRAP ] 10 150 O. BDG]2 125 0.0] 0.6 125 0.01 0.05 200 0.02 0.03 5 300 0.03 0.02 3 CIRC 24 0 300 O. BDG 13 lOa 0.03 0.6 lOa 0.03 0.05 200 0.03 0.08 I 200 0.03 0.08 2.] TRAP 2 3 200 O. BDGI4 lOa 0.01 0.6 100 0.01 0.05 200 0.01 0.12 5 ISO 0.01 0.]2 3 TRAP 2 3 ISO O. BDGI5 125 0.01 0.6 ]25 0.0] 0.05 200 0.02 0.03 I 200 0.02 0.03 2.] TRAP ] 10 200 O. BDGI6A 100 0.02 0.6 lOa 0.02 0.05 200 0.02 0.08 2 450 0.02 0.06 3.15 TRAP 2 5 450 O. BDGI6B lOa 0.03 0.6 lOa 0.03 0.05 200 0.03 0.08 I 150 0.03 0.08 1.15 TRAP 2 5 ISO O. BDGI7A ]00 0.02 0.6 lOa 0.02 0.05 400 0.05 0.03 3 300 0.05 0.12 8.4 TRAP 3 3 300 O. BDG 17B ]00 0.04 0.6 lOa 0.04 0.05 200 0.04 0.12 I ]00 0.04 0.08 2.25 TRAP 2 3 100 O. BDGI8 lOa 0.05 0.6 ]00 0.05 0.05 200 0.05 0.12 5 200 0.05 0.12 2.8 TRAP 2 3 200 O. 60 I I I I I I I I I I I I I I I I I I I ~ lS?~ [fS?~ S?;; lS?3 [fS?S :93 f;~ ~~ ~~ il>~2: ~ Q ~(") (") ~~~ ~(") . ~ ~ ~~ ~~ ~ '" :;! t>"Cl o _ = - o - Ol Ol ... '" ... 0.= o - Ol 3 S-g ~ '" < "'"Cl ~ l'tl "CI "C ;:;: ~ 0 to "" ,. "Cl= ,. "Cl,. '" - ~[ "Cl :!.. -. ::!. ;- ., '" ., n> , ., '" "" - '" '" "" - -- '" to ~ - to - to '" '" '" '" -., - -, :" ;- .., - '" =-~ ., - " " ~ ., " '" " =-~ - " '" = '" Ol '" = '" .. '" .. =-., ., s: =-- ;- -. - ;- Ol - ~'" o = ~'" o -'. :I .;. I = ~ ""l ""l ; ~ Ol Ol ""Ol OOl "Cl Ol Ol c.'" o.Ol 0. c> o.Ol IS" IS" S ::;. ::;. ::;. = ., ::;. ., ., ~ :!. ., :;; ~; , = ~ ~ ~- .. .... , '" ::; ::; S. 0 0 BDGI9 100 0.05 0.6 100 0.05 0.05 200 0.05 0.12 5 100 0.05 0.12 3 TRAP 2 3 100 O. BOG20A 100 0.01 0.6 100 0.01 0.05 200 0.02 0.12 2 350 0.02 0.12 3.45 TRAP 3 3 350 O. BOG20B 100 0.Q3 0.6 100 0.03 0.05 200 0.03 0.12 5 300 0.Q3 0.12 6 TRAP 3 3 300 O. BOG21 100 0.02 0.6 100 0.02 0.05 200 0.02 0.12 5 200 0.02 0.12 3.8 TRAP 2 3 200 O. BDG22A 100 0.01 0.6 100 0.01 0.05 200 0.01 0.03 I 100 0.01 0.02 2 CIRC 18 0 100 O. BDG22B 100 0.02 0.6 100 0.02 0.05 200 0.02 0.12 I 100 0.02 0.12 1.5 TRAP 2 3 100 O. BDG23 100 0.01 0.6 100 0.01 0.05 200 0.03 0.03 2 200 0.03 0.02 3.2 CIRC 18 0 200 O. BOG24A ]50 0.01 0.6 150 0.01 0.05 400 0.02 0.03 4 350 0.02 0.12 12.2 TRAP 3 2 550 O. BOG24B 100 0.01 0.6 100 0.01 0.05 400 0.02 0.Q3 4 250 0.02 0.12 8.15 TRAP 3 3 450 O. BOG24C 100 0.01 0.6 100 0.01 0.05 400 0.03 0.03 5 200 0.03 0.12 11 TRAP 4 2 400 O. BDG25A 100 0.04 0.6 \00 0.04 0.05 200 0.04 0.03 5 600 0.04 0.12 9 TRAP 4 2 600 O. BDG25B 100 0.05 0.6 100 0.05 0.05 200 0.05 0.03 5 300 0.05 0.12 II TRAP 4 2 300 O. BDG25C 100 0.02 0.6 100 0.02 0.05 100 0.02 0.12 2 100 0.02 0.12 2.35 TRAP 2 3 100 O. B1296 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 10 2760 0.03 0.02 26.7 CIRC 48 0 200 O. B1302 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 10 2620 0.03 0.02 35 CIRC 48 0 200 O. B1306 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 10 2460 0.04 0.02 20.7 CIRC 48 0 200 O. B1314 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 10 1000 0.06 0.02 6.2 C1RC 36 0 200 O. B 1322 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 4.61 1080 0.03 0.02 4.61 CIRC 36 0 200 O. B 1326 100 0.01 0.6 100 0.0] 0.05 600 0.01 0.02 10 2140 0.Q3 0.02 19.1 CIRC 48 0 200 O. BI338 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 2.13 820 0.05 0.02 2.13 CIRC 36 0 200 O. BI342 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 10 780 0.01 0.02 6.33 CIRC 36 0 200 O. BI346 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 10 700 0.03 0.02 7.08 CIRC 36 0 200 O. B]352 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 10 1960 0.03 0.Q2 24.8 CIRC 36 0 200 O. B1358 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 10 2580 0.03 0.02 33.2 CIRC 48 0 200 O. B]364 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 10 2660 0.03 0.02 5.13 CIRC 48 0 200 O. B1374 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 10 ]020 0.05 0.02 8.47 CIRC 36 0 200 O. BI378 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 10 2400 0.Q3 0.02 II CIRC 48 0 200 O. BI384 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 10 1560 0.03 0.02 10.2 CIRC 36 0 200 O. BI388 100 0.01 0.6 100 0.0\ 0.05 600 0.01 0.02 10 1500 0 0.02 6.48 CIRC 36 0 200 O. BI406 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 10 720 0.04 0.02 5.43 ClRC 24 0 200 O. BI414 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 \0 1060 0.01 0.02 8.79 CIRC 36 0 200 O. BI420 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 10 2360 0.Q3 0.02 19.2 CIRC 48 0 200 O. B1432 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 10 5400 0.02 0.02 46 TRAP 6 0 200 O. BI436 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 10 3600 0.02 0.02 28.8 CIRC 60 0 200 O. B1440 100 0.0] 0.6 100 0.01 0.05 600 0.01 0.02 10 2560 0.02 0.02 37.8 CIRC 48 0 200 O. BI452A 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 10 800 0.04 0.02 13.9 CIRC 24 0 200 O. BI452B 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 10 1300 0.01 0.02 10.1 CIRC 36 0 200 O. B1452C 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 10 800 0.04 0.02 9.87 CIRC 24 0 200 O. B 14520 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 10 1281 0.05 0.Q2 5.75 CIRC 36 0 200 O. 61 -- I I I I I I I I I I I I I I I I I I I ~ 0", ~~'" ~;;' ~ ~ 3 ~~3 ~3 ?; ~ ~~ ~~ ~~e: >; ~J ~5i 5i ~ gJ ~ ~ ~) . ~ r; 5:~ f;'Q ~ '" 3 ~ ~ ~. ~ 3. '" .., ;"'"c "'"c "'"c ., - "c ;:t = - ~ ., '" ., - "c - '" - Co: '" - = - "c .., :$. .., '" .., '" .., '" "" - '" '" "" - "" ;;- '" '" ;;- ~ - '" "c;;- - '" '" '" ~[ '" '" -", -", ;:0 -.., -.., -.., - '" a!!: = 5". - - " " " :!. ~ '" " a::; - " '" = '" = '" < '" ... '" < a .., .., a- S S S '" - E.'" E.'" ., = = -. = ...::. = - "'l "'l ~ ~ e" '" e"", 0'" "c '" '" Q,'" Co'" Q. '" Co'" S. .., ~ ~ = .., ~ ., ~ '" .., .., ~ ~ ~ =- =- ~ ~ .... =. ~ '" .... N ~ ~ s. = ., 8\456 \00 0.01 0.6 100 OJ)) 0.05 600 0.0\ 0.02 \0 \860 0.04 0.02 \2.6 CIRC 36 0 200 O. 81462 100 0.01 0.6 100 O.oI 0.05 600 0.01 0.02 \0 1300 0.05 0.02 7.18 CIRC 36 0 200 O. 82506 100 0.01 0.6 100 0.01 0.05 600 0.01 0.\2 10 1460 0.02 0.\2 8.28 TRAP 3 2 200 O. 82520 300 0.0] 0.6 300 0.01 0.05 \00 0.0\ 0.\2 10 960 0.02 0.\2 6.25 TRAP 3 0 200 O. 82530 100 0.01 0.6 100 0.01 0.05 600 0.0\ 0.12 10 1460 0.02 0.\2 9.49 TRAP 3 2 200 O. 82546 300 0.01 0.6 300 0.()1 0.05 100 0.01 0.12 \0 1440 0.02 0.\2 13.9 TRAP 3 0 200 O. 82550 300 0.01 0.6 300 O.oI 0.05 100 0.01 0.12 10 1600 0.02 0.\2 16 TRAP 3 0 200 O. 82558 300 0.01 0.6 300 0.01 0.05 100 0.01 0.12 \0 1560 0.0] 0.\2 19.8 TRAP 3 0 200 O. 82566 \00 0.0] 0.6 100 0.0\ 0.05 600 0.0\ 0.12 ]0 760 0.01 0.]2 5.84 TRAP 2 2 200 O. 82574 300 0.0] 0.6 300 0.01 0.05 100 0.01 0.12 10 1460 0.02 0.]2 8.6 TRAP 3 0 200 O. 82578 300 0.0] 0.6 300 0.0\ 0.05 \00 0.01 0.12 ]0 660 0.02 0.12 \ \.8 TRAP 2 0 200 O. 82584 300 0.0] 0.6 300 0.0\ 0.05 100 0.01 0.12 10 740 0.02 0.12 6.02 TRAP 2 0 200 O. 82586 300 0.0] 0.6 300 0.0\ 0.05 \00 0.0\ 0.12 10 2580 0.02 0.12 \8.9 TRAP 4 0 200 O. 82592 300 0.0] 0.6 300 0.0] 0.05 100 0.0\ 0.\2 10 900 0.02 0.\2 8.17 TRAP 3 0 200 O. 82596 300 0.01 0.6 300 0.01 0.05 100 0.01 0.]2 \0 700 0.0] 0.\2 5.34 TRAP 3 0 200 O. 82600 300 0.01 0.6 300 0.01 0.05 ]00 0.01 0.12 3.92 800 0.02 0.\2 3.92 TRAP 3 0 200 O. 82606 100 0.01 0.6 100 0.0] 0.05 600 0.01 0.02 10 2]80 0.03 0.02 22.7 CIRC 48 0 200 O. 826\7 100 0.01 0.6 100 0.01 0.05 600 0.0] 0.02 \0 2140 0.02 0.02 19.4 CIRC 48 0 200 O. 82621 \00 0.01 0.6 100 0.01 0.05 600 0.01 0.02 \0 \140 0.01 0.02 11.2 CIRC 36 0 200 O. 82628 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 10 2800 0.02 0.02 24.2 CIRC 48 0 200 O. 82636 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 4.1\ 700 0.01 0.02 4.\1 C\RC 24 0 200 O. 82640 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 10 1640 0.04 0.02 12.5 CIRC 36 0 200 O. 82650 \00 0.01 0.6 100 0.01 0.05 600 0.01 0.02 \0 1900 0.03 0.02 7.94 CIRC 36 0 200 O. 82657 \00 0.0] 0.6 \00 0.0\ 0.05 600 0.01 0.02 5 6500 0.01 0.02 7.58 TRAP 8 2 6500 O. 82660 100 0.01 0.6 \00 0.01 0.05 600 0.01 0.02 10 ]560 0.04 0.02 13 C\RC 36 0 200 O. 82666 \00 0.01 0.6 \00 0.0\ 0.05 600 0.0\ 0.02 10 ]580 0.04 0.02 15.6 CIRC 36 0 200 O. 82672 \00 0.01 0.05 \00 O.oI 0.05 600 0.01 0.12 4.72 740 0 0.12 4.72 TRAP 2 2 200 O. 82680 100 0.01 0.6 \00 0.01 0.05 600 0.01 0.02 10 2020 0.04 0.02 2 \.4 CIRC 36 0 200 O. 82684 100 0.01 0.6 100 0.01 0.05 600 0.0] 0.02 10 2520 0.04 0.02 \8.4 CIRC 48 0 200 O. 82688 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 10 \660 0.05 0.02 14.9 CIRC 36 0 200 O. 82694 \00 0.01 0.6 ]00 0.01 0.05 600 0.01 0.02 10 1\00 0.06 0.02 \0.9 CIRC 36 0 200 O. 82696 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 10 1900 0.05 0.02 13.1 C\RC 36 0 200 O. 82704 \00 0.01 0.6 100 0.01 0.05 600 0.01 0.02 10 2000 0.03 0.02 9.73 CIRC 36 0 200 O. 82708 \00 0.0] 0.6 100 0.01 0.05 600 0.01 0.02 \0 2740 0.03 0.02 23.9 C1RC 48 0 200 O. 827]6 100 0.0] 0.6 \00 0.01 0.05 600 0.0\ 0.02 10 960 0.01 0.02 6.64 CIRC 24 0 200 O. 82724 200 0.01 0.6 200 0.01 0.05 400 0.0\ 0.02 4 480 0.02 0.02 6 CIRC 24 0 200 O. 82736 200 0.0\ 0.6 200 0.01 0.05 400 0.01 0.02 3 200 0.01 0.02 6 CIRC 24 0 200 O. 82740 100 0.01 0.6 \00 0.01 0.05 600 0.01 0.02 10 880 0.02 0.02 \5 CIRC 24 0 200 O. 82750 100 0.01 0.6 ]00 0.01 0.05 600 0.01 0.02 \0 880 0.03 0.02 6.93 CIRC 24 0 200 O. 62 I I I I I I I I I I I I I I I I I I I ~ ~~ ro"C 5?~ ~ 5? 3 r5?3' ;l::93 1:~ S~ S'~ ~Q[ 1:Q S ~,J ~ ~~) ~.' ~n . ~ ~ ~~ r-n ~ -<: '" '" ~ ..., = = 3 '" ... "'"0 "'"0 "';"0 = - c _ ~ = ..., = - "0= ~ = =: 0.= = - "0 ..., -<: "0 - IJ<:;;" it "0 it '" - lJ<:it ., ~. ::!. o' ... '" ... ..., ... '" IJ<: - '" .. IJ<: - -- '" '" - '" - '" '" '" '" '" =~ ;.;":! ;--., -... - '" ...~ ... - ..., ..., ..., ... ..., '" ..., ...~ - ..., - ..., " c '" -<: ...... ., 6' ...- a- a- 0:; a- = - ...- = 5.'" 5.'" = "'. ::s :;. = - "'l "'l ; ~ = 0= "0 = = 0. 0.= Q,= 0.= S. ... ~ ... c ... ~ ., ... ~ :!. ... C C '" - - e. ~. N 1;; 1;; 1;; '" = ... :l; :l; :l; 5' = = 82756 100 0.01 0.6 100 0.0\ 0.05 600 0.01 0.02 10 1400 0.03 0.02 6.08 C\RC 36 0 200 O. 82760 \00 0.0\ 0.6 100 0.0\ 0.05 600 0.01 0.02 10 \900 0.02 0.02 18.9 CIRC 36 0 200 O. 82766 100 0.0] 0.6 100 0.0\ 0.05 600 0.01 0.02 10 1440 0.04 0.02 8.59 CIRC 36 0 200 O. 82770 200 0.01 0.6 200 0.01 0.05 600 0.01 0.02 4 600 0.01 0.02 20 CIRC 36 0 400 O. 82772 \00 0.0] 0.6 100 0.0\ 0.05 600 0.01 0.02 2.06 400 0.0\ 0.02 2.06 CIRC 24 0 200 O. 82778 100 0.0] 0.6 ]00 0.0\ 0.05 600 0.01 0.02 3.27 760 0.05 0.02 3.27 CIRC 24 0 200 O. 82786 100 0.0] 0.6 ]00 0.01 0.05 600 0.01 0.]2 3.85 540 0.02 0.12 3.85 TRAP 2 2 200 O. 82794 \00 0.01 0.6 \00 0.0] 0.05 600 0.01 0.02 2.98 440 0.0] 0.02 2.98 C\RC 24 0 200 O. 82798 100 0.0\ 0.6 100 0.0] 0.05 600 0.0\ 0.02 10 \220 0.04 0.02 7.37 CIRC 36 0 200 O. 82806 100 0.0\ 0.6 \00 0.01 0.05 600 0.01 0.02 10 1580 0.04 0.02 \9.2 C]RC 36 0 200 O. 82814 \00 0.01 0.6 \00 0.0\ 0.05 600 0.0\ 0.02 10 1660 0.03 0.02 25.2 CIRC 36 0 200 O. 82820 \00 0.01 0.6 100 0.01 0.05 600 0.0\ 0.02 10 ]460 0.05 0.02 13.9 CrRC 36 0 200 O. 82828 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 10 ] 120 0.06 0.02 9.44 CIRC 36 0 200 O. 82832 100 0.0] 0.6 \00 0.01 0.05 600 0.01 0.02 \0 2160 0.03 0.02 9.78 C\RC 36 0 200 O. 82842 100 0.01 0.6 ]00 0.01 0.05 600 0.01 0.02 10 1420 0.06 0.02 8.\9 CIRC 36 0 200 O. 82846 ]00 0.01 0.6 100 0.01 0.05 600 0.01 0.02 \0 960 0.03 0.02 9.56 CIRC 24 0 200 O. 82850 100 0.01 0.6 100 0.01 0.05 600 0.0\ 0.02 \0 \580 0.04 0.02 7.16 CIRC 36 0 200 O. 82854 100 0.0] 0.6 \00 0.01 0.05 600 0.01 0.02 10 720 0.05 0.02 9.58 CIRC 24 0 200 O. 82860 100 0.0] 0.6 \00 0.01 0.05 600 0.0\ 0.12 10 1\40 0.04 0.\2 6.28 TRAP 3 2 200 O. 82866A \00 0.01 0.05 100 0.01 0.05 600 0.01 0.\2 ]0 1000 0.01 0.]2 6.13 TRAP 3 2 200 O. 828708 \00 0.02 0.4 100 0.01 0.05 200 0.01 0.02 1.5 200 0.01 0.02 1.65 CIRC 18 0 ]00 O. 82880 100 0.01 0.6 \00 0.0\ 0.05 600 0.01 0.02 3.94 880 0.04 0.02 3.94 CIRC 24 0 200 O. 82890 \00 0.01 0.6 \00 0.0\ 0.05 600 0.01 0.02 10 2860 0.03 0.02 25.6 CIRC 48 0 200 O. 82896 \00 0.01 0.6 ]00 0.01 0.05 600 0.01 0.02 10 1120 0.02 0.02 \1.6 CIRC 36 0 200 O. 82904A 200 0.0\ 0.6 200 0.01 0.05 100 0.0] 0.\2 I 100 0.02 0.12 2 TRAP 2 2 ]00 O. 829048 200 0.01 0.6 200 0.01 0.05 100 0.01 0.12 2 200 0.0\ 0.06 3 TRAP 2 2 200 O. 82910A 200 0.0\ 0.6 200 0.01 0.05 600 0.03 0.06 3 300 0.0\ 0.02 6 CIRC 24 0 200 O. 82904C 100 0.01 0.6 100 0.01 0.05 200 0.02 0.\2 I 200 0.02 0.12 2 TRAP \ 2 200 O. 829108 300 0.01 0.6 300 0.01 0.05 100 0.03 0.\2 2 700 0.02 0.12 4 TRAP 1.5 2 200 O. 82910C 200 0.02 0.6 200 0.02 0.05 300 0.02 0.12 2 400 0.01 0.12 3 TRAP I 2 200 O. 829100 \00 0.01 0.6 100 0.0\ 0.05 \00 0.01 0.]2 ] 200 0.1)] 0.12 2 TRAP 1 2 200 O. 82922 \00 0.01 0.6 100 0.0\ 0.05 600 0.01 0.02 10 1520 0 0.02 \3.2 CIRC 36 0 200 O. 82926 100 0.01 0.6 100 0.0\ 0.05 600 0.01 0.02 10 2040 0.04 0.02 \8.9 CIRC 36 0 200 O. 82928 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 ]0 1480 0.05 0.02 9.3\ CIRC 36 0 200 O. 82936 ]00 0.01 0.6 \00 0.01 0.05 600 0.0] 0.02 10 1260 0.05 0.02 10.8 CIRC 36 0 200 O. 82946 ]00 0.01 0.6 100 0.0\ 0.05 600 0.0\ 0.02 \0 1700 0.04 0.02 10 CIRC 36 0 200 O. 82956A 100 0.01 0.6 100 0.0] 0.05 100 0.01 0.12 1 200 0.01 0.\2 1 TRAP \ 2 200 O. 829568 \00 0.01 0.6 100 0.0\ 0.05 600 0.0\ 0.02 10 2560 0.04 0.02 16.6 CIRC 48 0 200 O. 82960 100 0.0] 0.6 100 0.01 0.05 600 0.01 0.02 ]0 ]760 0.04 0.02 15.6 CIRC 36 0 200 O. 63 I I I I I I I I I I I I I I I I I I I ~ 9;;;' fO"Q sr~ i ~~ f~a ;:csra ?;; ~ l!<" ~~ ~[;J=. ~ Q 5'~ n ~ g g: ~n . ~ ~ 5;Q l;Q r!! ~ ~ :i ... '" '" = ~ '" ~ <:> a - .., "'''0 "'''0 = - "0 - = - ~ = '" = - "0 - Q,= '" = = - "0 i:!i ::::. ~ ~. <r.lo; 0; "0- aQ rD .., - .., '" .., '" .., '" "" - '" ;' <r.l - - - '" '" - '" '" ill - '" '" '" '" '" -", -", -", -.., -.., -.., - '" =-~ .., - '" '" ::;. ~ :!. :; =-::;. -'" - '" '" = '" = '" = '" ... ~ ~. '" .., =-.., .., 0: =-- ;; S <:> - =-- 5.'" 5.'" 5.'" = ,..;;;. = - ""l ""l ; ~ '" <:> co'" 0'" "0 <:> <:> Q,<:> Q,<:> Q,'" S. .., ~ ~ = .., ~ .., .., '" .., .., = = . 5i 0' 0' ~ ~ .... ::: -. .... '" .... ... '" '" ;; ;; .., :;. = = 82966 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 10 1240 0.06 0.02 12.9 CIRC 36 0 200 O. 82978 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 10 1150 0.05 0.02 5.43 CIRC 36 0 200 O. 82984 100 0.01 0.6 100 0.01 0.05 600 0.01 0.]2 10 1700 0.03 0.12 11.7 TRAP 3 2 200 O. 82990 100 0.01 0.6 100 0.01 0.05 600 0.01 0.12 10 1440 0.09 0.12 14.8 TRAP 3 2 200 0, 82994 100 0.01 0.05 100 0.01 0.05 600 0.01 0.12 10 2000 0.04 0.12 17.5 TRAP 3 2 200 O. 82998 100 0.01 0.05 100 0.01 0.05 600 0.01 0.12 10 1560 0.05 0.12 12.6 TRAP 3 2 200 O. 83006 100 0.01 0.6 100 0.01 0.05 600 0.01 0.12 10 1560 0.03 0.12 5.02 TRAP 3 2 200 O. 83010 100 0.01 0.6 100 0.01 0.05 600 0.01 0.12 10 1440 0.06 0.12 9.62 TRAP 3 2 200 O. 83018 100 O.oJ 0.6 100 0.01 0.05 600 0.01 0.12 10 2200 0.04 0.12 17.1 TRAP 4 2 200 0, 83024 100 O.oJ 0.6 100 0.01 0.05 600 0.01 0.02 10 1500 0.05 0.02 10.7 CIRC 36 0 200 O. 83028 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 10 1900 0.02 0.02 18.5 CIRC 36 0 200 O. 83034 100 0.0] 0.6 100 0.01 0.05 600 0.01 0.02 10 1840 0.03 0.02 12.2 CIRC 36 0 200 O. 83040 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 3.74 1040 0.05 0.02 3.74 CIRC 36 0 200 O. 83046 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 10 700 0.09 0.02 7.54 CIRC 24 0 200 O. 83050 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 10 1680 0.04 0.02 16.2 CIRC 36 0 200 O. 83064 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 10 1640 0.03 0.02 21 CIRC 36 0 200 O. 83072 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 10 1700 0.05 0.02 19.3 CIRC 36 0 200 O. 83092 100 0.01 0.6 100 0.01 0.05 600 0.01 0.12 10 2460 0.03 0.12 19.4 TRAP 4 2 200 0, 83096 ]00 0.01 0.6 100 0.01 0.05 600 0.01 0.02 ]0 2280 0.03 0.02 26.1 CIRC 36 0 200 O. 83102 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 10 2220 0.04 0.02 15.2 CIRC 36 0 200 O. 83118 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 3.37 2800 0.03 0.02 3.37 CIRC 48 0 200 O. 81482 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 10 2620 0.04 0.02 22.6 CIRC 48 0 200 O. 81492 100 0.01 0.6 100 0,01 0.05 600 0.01 0.02 10 2460 0.05 0.02 25.9 CIRC 48 0 200 O. 81498 100 O.oJ 0.6 100 0.01 0.05 600 0.01 0.02 10 1640 0.04 0.02 7.6 CIRC 36 0 200 O. 81500 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 10 4020 0.02 0.02 44.8 CIRC 60 0 200 O. 81504 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 10 2220 0.02 0.02 18.5 CIRC 48 0 200 O. 81514 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 10 1760 0.03 0.02 17.2 CIRC 36 0 200 0, 81524 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 10 1560 0.04 0.02 13.9 CIRC 36 0 200 O. 81534 100 0.01 0.6 100 O.oJ 0.05 600 0.01 0.02 10 1660 0.02 0.02 7.04 CIRC 36 0 200 O. 81540 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 10 900 0.01 0.02 19 CIRC 36 0 200 O. 81550 100 0.01 0.6 100 O.oJ 0.05 600 0.01 0.02 10 1260 0.04 0.02 8.96 CIRC 36 0 200 0, 81556 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 4.84 960 0.05 0.02 4.84 CIRC 36 0 200 O. 81562 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 10 1200 0.03 0.02 15.4 CIRC 36 0 200 O. 81568 100 O.oJ 0.6 100 0.01 0.05 600 0.01 0.02 4.71 800 0.02 0.02 4.71 CIRC 24 0 200 O. 81576 100 O.oJ 0.6 100 0.01 0.05 600 0.01 0.02 10 1120 0.05 0.02 9.15 CIRC 36 0 200 O. 81582 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 10 3120 0.04 0.02 41.2 CIRC 48 0 200 O. 81605 100 0.01 0.6 100 O.oJ 0.05 600 0.01 0.02 10 1360 0.02 0.02 10.6 CIRC 36 0 200 0, 81608 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 10 1480 0.02 0.02 9.35 CIRC 36 0 200 O. 81616 100 0.0] 0.6 100 0.01 0.05 600 0.01 0.02 4.2 880 0.03 0.02 4.2 CIRC 36 0 200 O. 64 I I I I I I I I I I I I I I I I I I I ~ 0 ~s:;; s:;; I ~ ~ ~S:3 93 ~ ~ ~"' ~~ l>iJ[ ~iJ ~n ~ ~ g~: ~iJ . ~ l; 5:~ ~ iJ ~ l~ = c = = = 3 2 ~ ~. '" .., "'''0 ':;"0 = - "0 - C _ ~ = '" = - "0= '" - c.= '" - = - "0 .., :S. .., '" .., '" .., '" "" - '" ;- "" - - - "";;- '" '" ;;- ~-tO "0;;- - '" '" to "";;- '" '" -= ;-~ -.., -.., -.., - '" =-!'1 .., - " " " ::!. ~.. '" " =-::, - " - " '" C to ~ '" ~ '" ~ =-.., .., 6' =-Q" Q Q Q = - =-- g.", g.", = -. = -. = -. "!l "!l ~ :::l 0"" :, 0= "0 = = C. c.= c.= c.= S. .., ~ ~ c -, ~ .., .., '" .., .., c ~ ~ c c ~ ~ .... =: .... .... '" - N '" ~ ::; :;' = = 81632 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 10 1360 0.03 0.02 II CIRC 36 0 200 O. 81640 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 10 ]600 0.03 0.02 9.48 CIRC 36 0 200 O. 81648 100 0.0] 0.6 100 0.01 0.05 600 0.01 0.02 ]0 1000 0.02 0.02 10.5 C]RC 36 0 200 O. 81652A 150 0.01 0.6 ]50 0.01 0.05 600 0.02 0.02 3 400 0.02 0.02 5 CIRC 24 0 300 O. 8]6528 ]50 0.01 0.6 ]50 0.01 0.05 600 0.02 0.02 3 400 0.02 0.02 5 CIRC 18 0 800 O. 81664 ]00 0.01 0.6 100 0.01 0.05 600 0.01 0.02 10 940 0.02 0.02 10.3 CIRC 36 0 200 O. 81670 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 10 560 0.04 0.02 5.83 CIRC 24 0 200 O. 81676 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 4.26 860 0.04 0.02 4.26 CIRC 24 0 200 O. 81684 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 1.79 680 0.0] 0.02 1.79 CIRC 24 0 200 O. 81688 100 0.0] 0.6 100 0.01 0.05 600 0.01 0.02 4.26 960 0.04 0.02 4.26 CIRC 36 0 200 O. 81694 100 0.0] 0.6 100 0.01 0.05 600 0.01 0.02 2.76 500 0.01 0.02 2.76 CIRC 24 0 200 O. 81698 100 0.0] 0.6 100 0.01 0.05 600 0.01 0.02 10 1400 0.03 0.02 6.7 CIRC 36 0 200 O. 81710 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 10 1440 0.0] 0.02 12.4 CIRC 36 0 200 O. 81718 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 10 1]40 0.02 0.02 5.92 CIRC 36 0 200 O. 81730 100 0.01 0.6 ]00 0.01 0.05 600 0.01 0.02 3.61 700 0.0] 0.02 3.61 CIRC 24 0 200 O. 81734 150 0.01 0.6 150 0.01 0.05 300 0.01 0.02 3.64 700 0.03 0.02 7 CIRC 24 0 200 O. 81738 100 0.01 0.6 100 0.01 0.05 200 0.01 0.12 4 200 0.0] 0.12 4 TRAP 2 2 200 O. 81740 100 0.01 0.6 100 0.01 0.05 ]00 0.02 0.12 I 100 0.02 0.12 2.1 TRAP 2 2 ]00 O. 81742 150 0.01 0.6 150 0.01 0.05 200 0.01 0.12 4 200 0.01 0.12 4 TRAP 2 2 250 O. 81744 300 0.01 0.6 300 0.01 0.05 ]00 0.01 0.02 4 300 0.01 0.02 4.35 TRAP 2 2 300 O. 81752 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 10 ]260 0.02 0.02 9.76 CIRC 36 0 200 O. 81755 100 0.01 0.6 ]00 0.01 0.05 600 0.01 0.02 ]0 1600 0.01 0.02 14.4 CIRC 36 0 200 O. 81757 100 0.0] 0.6 100 0.01 0.05 600 0.01 0.02 10 1500 0.01 0.02 11.7 CIRC 36 0 200 O. 81760 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 10 ]600 0.01 0.02 11.8 CIRC 36 0 200 O. 81766 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 10 800 0.01 0.02 5.03 C]RC 36 0 200 O. 81772 200 0.01 0.6 200 0.01 0.05 100 0.02 0.12 2 300 0.03 0.12 2.7 TRAP 2 2 200 O. 81774 200 0.02 0.6 200 0.02 0.05 100 0.02 0.12 1 300 0.02 0.06 2 TRAP 3 2 300 O. 81776 100 0.02 0.6 100 0.02 0.05 100 0.02 0.12 1 100 0.02 0.12 2 TRAP 2 2 100 O. 81790 100 0.0] 0.6 100 0.01 0.05 600 0.01 0.02 3.86 1300 0.01 0.02 3.86 CIRC 36 0 200 O. 81792 100 0.0] 0.6 100 0.01 0.05 600 0.01 0.02 1.64 686 0.01 0.02 1.64 CIRC 36 0 200 O. 81796 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 2.5] 800 0.01 0.02 2.51 CIRC 36 0 200 O. 81804 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 4.12 900 0.02 0.02 4.12 CIRC 36 0 200 O. 81814 100 0.01 0.6 ]00 0.01 0.05 600 0.01 0.02 4 900 0.01 0.02 5.38 CIRC 36 0 200 O. 818228 200 0.01 0.6 200 0.01 0.05 200 0.05 0.12 4 200 0.05 0.12 5 TRAP 2 2 200 o. 81828 100 0.01 0.6 ]00 0.01 0.05 600 0.01 0.02 3.98 1380 0.05 0.02 3.98 CIRC 36 0 200 O. 81832 100 0.01 0.6 100 0.01 0.05 600 0.01 0.02 10 1380 0.05 0.02 13.7 CIRC 36 0 200 O. 81842 100 0.01 0.6 100 0.01 0.05 1300 0.01 0.02 10 2300 0.01 0.06 310 TRAP 4 2 1670 O. 81848A 150 0.01 0.5 150 0.01 0.05 400 0.01 0.02 10 400 0.01 0.06 35 TRAP 2 2 1700 O. 818488 100 0.01 0.5 100 0.01 0.05 400 0.01 0.02 10 1000 0 0.02 25 CIRC 24 0 800 O. 65 I I I I I I I I I I I I I I I I I I I ~ ~ 9", r~'" ~;; lO- r~3 ~9a ~~ s~ S'~ ~fi[ i;"fi s~ I"'l ~ g~; ~fi o ~ ~ :!:fi ;;-b1 ~ .., = :. 0 ~ ~ ~o ~ ~. '" ... "'.", "'.", ; ., .", = - = - = - .. - Co= Co_ = - 3 .", - ~ = '" ~;:; .", - ;:; .",;:; '" - ;.[ .", ., :=. ... '" ... '" ;.::;.~ "" - '" ~ "" - ~ S. - '" " ~ - ". - '" '" '" '" '" -0 ;-~ -0 ;-""'l -... - '" ... =-~ =-:::. ,., ,., ~ ., (:, '" ,., =-:::. -,., '" = ~ 5 .. .. ~ '" .., =-... S S 0: c~ S o _ 5.'" 5.'" = ::10 :: ... ~ 5. Q 'Tl 'Tl ;; 'Tl c- o 00 .", 0 0 Co CoO Coo 0- 0- '" - s. ... ~ ~ C -I ~ ... ... '" ... ... ~ ~ ;; ~ '" 0 50 :::. -- ... '" ... ... ~ ~ ~ = = 81848C 100 0.01 0.5 100 0.01 0.05 1000 0.01 0.02 ]0 1600 0.01 0.02 93 CIRC 24 0 900 O. 8] 852C 150 0.01 0.6 150 0.01 0.05 200 0.02 0.02 4 200 0.01 0.02 5 CIRC ]8 0 ]00 O. 8] 856A 100 0.01 0.6 100 0.01 0.05 300 0.01 0.02 ]0 3300 0.01 0.03 5\.7 TRAP 10 2 200 O. 818568 100 0.01 0.6 ]00 0.01 0.05 ]00 0.01 0.02 10 2660 0.01 0.02 44.2 CIRC 24 0 200 O. 81860A 100 0.01 0.6 100 0.01 0.05 100 0.01 0.02 10 3000 0.02 0.02 ]5.7 CIRC 54 0 200 O. 8]8608 100 0.0] 0.6 100 0.01 0.05 600 0.01 0.02 ]0 2200 0.01 0.02 14.8 CIRC 36 0 200 O. 81860C 100 0.0] 0.6 100 0.01 0.05 600 0.01 0.02 10 2600 0.02 0.02 ]6.3 CIRC 36 0 200 O. 81864 200 0.01 0.05 200 0.0] 0.05 500 0.0] 0.02 ]0 1600 0.01 0.02 50.4 CIRC 42 0 200 O. 81867 ]00 0.01 0.05 100 0.0] 0.05 500 0.01 0.02 10 3200 0.0] 0.02 60.3 CIRC 48 0 200 O. 81868A 200 0.01 0.05 200 0.0] 0.05 300 O.oI 0.02 10 2000 0.0] 0.02 13.4 CIRC 36 0 200 O. 818688 200 0.0] 0.05 200 0.01 0.05 300 0.01 0.02 ]0 2900 0 0.02 28 CIRC 36 0 200 O. 81873 100 0.01 0.6 ]00 0.01 0.05 600 0 0.02 10 1600 0.01 0.02 63.6 CIRC 24 0 200 O. 81876 100 0.01 0.6 100 0.01 0.05 600 0 0.02 ]0 1200 0.01 0.02 34.1 CIRC 36 0 200 O. 81882A 200 0.0] 0.4 200 0.0] 0.05 100 0.01 0.02 ]0 600 0.01 0.06 ]4.9 TRAP 4 2 200 O. 81886 ]00 0.01 0.6 100 0.0] 0.05 320 0 0.02 10 1]80 0.01 0.02 59.8 CIRC 30 0 200 O. 81888 ]00 0.01 0.6 100 0.0] 0.05 600 0.02 0.02 10 660 0.02 0.02 ]26 CIRC 18 0 1500 O. 81936A 200 0.0] 0.6 100 0.01 0.05 600 0 0.02 ]0 2800 0 0.06 48.8 TRAP 4 2 200 O. 81900A 100 0.0] 0.4 100 OJ)I 0.05 600 0.01 0.02 4 200 0.01 0.02 II CIRC ]8 0 200 O. 819008 150 0.01 0.4 150 0.01 0.05 600 0.0] 0.02 4 300 0.01 0.02 23 CIRC 18 0 300 O. 81900C 150 0.0] 0.6 150 0.01 0.05 400 0.01 0.02 4 300 0 0.06 13 TRAP 3 2 300 819000 ]50 0.01 0.4 150 0.0] 0.05 300 0.01 0.02 3 100 0.01 0.02 5 CIRC ]8 0 200 81900E 300 0.01 0.6 300 0.01 0.05 100 0.01 0.12 I 200 0.02 0.08 2.5 TRAP 3 2 100 O. 81900F 200 0.01 0.6 200 0.01 0.05 100 0.01 0.]2 I ]00 0.01 0.08 2 TRAP 2 2 100 O. 81900G 125 0.0] 0.4 125 0.01 0.05 600 0.01 0.02 4 600 0.01 0.02 12 CIRC 18 0 300 81902H 150 0.0] 0.4 150 0.01 0.05 600 0.01 0.02 4 1500 0.01 0.02 62 C]RC 24 0 1300 BI9081 ]50 0.01 0.4 150 0.01 0.05 600 0.0] 0.02 4 750 0.01 0.02 35 CIRC 18 0 750 O. B 1908J 200 0.0] 0.4 200 0.01 0.05 600 0.01 0.02 4 400 0.01 0.]2 60 TRAP 4 2 400 O. 8]918 ]00 0.01 0.6 100 0.01 0.05 600 0.0] 0.02 10 3600 0.02 0.02 43.4 CIRC 48 0 200 O. 81922 ]00 0.01 0.6 100 0.0] 0.05 600 0.0] 0.02 10 3440 0.02 0.02 29.4 CIRC 48 0 200 O. B 19368 150 0.0] 0.6 ]00 0.01 0.05 600 0 0.02 ]0 2600 0 0.06 55.6 TRAP 4 2 200 O. 81932 150 0.01 0.6 100 0.01 0.05 600 0 0.02 ]0 1100 0 0.06 5\.6 TRAP 4 2 200 O. BI934 200 0.01 0.6 100 0.01 0.05 600 0.0] 0.02 ]0 1800 0 0.06 33.5 TRAP 4 2 200 O. BI936C 150 0.0] 0.6 100 0.01 0.05 600 0 0.02 ]0 600 0 0.02 15.2 CIRC 24 0 200 O. 819360 ]50 0.01 0.6 ]00 0.01 0.05 600 0 0.02 ]0 600 0 0.02 24.3 CIRC 24 0 200 O. 81943A 150 0.01 0.6 ]00 0.01 0.05 600 0 0.02 10 1200 0 0.02 17.8 CIRC 24 0 200 O. BI939 150 0.01 0.6 100 0.01 0.05 600 0 0.02 ]0 1400 0.01 0.06 24 TRAP 4 2 200 O. 819438 600 0.02 0.6 200 0.01 0.05 200 0.02 0.02 10 400 0.02 0.06 13.6 TRAP 4 2 200 O. 66 I I Appendix D: 2004 Channel Routing Parameters ChlillrJrn Creek Base I I Name Channel n Value Channel Channel Pipe Channel Channel Length Type Slope Diameter Bottom Sides R900 1200 0.08 TRAP 0.015 0 13 3 R906 600 0.08 TRAP 0.01 0 20 3 R908 6600 0.09 TRAP 0.0] I 0 20 3 R910 3600 0.08 TRAP 0.0] 0 20 3 R914 2740 0.08 TRAP 0.012 0 10 3 R918 2000 0.12 TRAP 0.017 0 2 2 R920 510 0.12 TRAP 0.035 0 6 I R922 600 0.]2 TRAP 0.01 0 10 3 R924 900 0.12 TRAP 0.015 0 10 2 R926 1800 0.12 TRAP 0.0]5 0 10 3 R928 2400 0.12 TRAP 0.0]5 0 10 3 R936 4400 0.08 TRAP 0.012 0 5 2 R964B 1600 0.08 TRAP 0.012 0 5 2 R940 2400 0.08 TRAP 0.011 0 6 2 R946A 1800 0.08 TRAP 0.015 0 6 2 R946B 3000 0.08 TRAP 0.02 0 6 2 R948 700 0.08 TRAP 0.014 0 6 2 R950 4300 0.12 TRAP 0.02 0 10 3 R954 4000 0.08 TRAP 0.011 0 4 2 R960 ]700 0.]2 TRAP 0.034 0 2 2 R964A 2000 0.08 TRAP 0.012 0 6 2 R970 2000 0.12 TRAP 0.015 0 6 2 R972 1500 0.12 TRAP 0.04 0 4 3 R976 700 0.12 TRAP 0.03 6 6 2 R980 1300 0.12 TRAP 0.02 0 5 3 R984 800 0.12 TRAP 0.02 0 5 2 R996 800 0.12 TRAP 0.015 0 6 2 R]OOI 924 0.12 TRAP 0.08 0 4 ] RI004 1500 0.12 TRAP 0.05 0 4 I RI006 1200 0.08 TRAP 0.08 0 6 ] RIOIOA 1400 0.12 TRAP 0.01 0 8 3 RIOIOB 1400 0.12 TRAP 0.005 0 8 2 RI017 ]800 0.]2 TRAP 0.01 0 4 2 RI018 1100 0.]2 TRAP 0.005 0 8 2 RI020 800 0.12 TRAP 0.05 0 6 2 RI022 1800 0.08 TRAP 0.005 0 8 2 RI024 1600 0.06 TRAP 0.005 0 10 3 RI025 3600 0.12 TRAP 0.01 0 10 3 RI032 1200 0.02 CIRC 0.02 36 0 0 RI046 1300 0.]2 TRAP 0.015 0 4 3 R4010 1400 0.06 TRAP 0.023 0 6 3 R4016 900 0.06 TRAP 0.019 0 8 3 R4062 ]260 0.08 TRAP 0.018 0 I 3 R4074 840 0.08 TRAP 0.022 0 1 3 R4102 600 0.08 TRAP 0.022 0 3 3 R41 ]0 700 0.08 TRAP 0.02 0 4 3 R4132 ]080 0.06 TRAP 0.022 0 3 3 R4144 700 0.06 TRAP 0.01 0 3 3 R4156 ]240 0.08 TRAP 0.021 0 5 3 R4170 ]420 0.08 TRAP 0.016 0 4 3 R4244 1600 0.08 TRAP 0.012 0 4 3 RI064 2140 0.057 TRAP 0.02 0 7 3 R3508 ]640 0.08 TRAP 0.015 0 3 2 R3518 ]240 0.1 TRAP 0.024 0 3 3 R3526 ]040 0.06 TRAP 0.018 0 10 I R3538 2500 0.1 TRAP 0.017 0 5 3 R3571 1200 0.1 TRAP 0.018 0 4 3 I I I I I I I I I I I I I I I 67 I I I Name Channel n Value Channel Channel Pipe Channel Channel Len2th Type Slope Diameter Bottom Sides R3580 1]00 0.13 TRAP 0.019 0 5 3 R3589 560 0.] TRAP 0.025 0 8 9.2 R3593 860 0.12 TRAP 0.015 0 6 3 R3622 ]060 0.] TRAP 0.022 0 6 3 R3630 1020 0.]2 TRAP 0.014 0 7 3 R3642 880 0.15 TRAP 0.015 0 2 3 R3656 1700 0.1 TRAP 0.017 0 3 4.7 R3670 1600 0.09 TRAP 0.0]5 0 3 5.7 R3680 580 0.1 TRAP 0.02] 0 5 3 R3706 1]40 0.095 TRAP 0.006 0 7 3 R3714 1160 0.08 TRAP 0.008 0 10 3 R3734 1380 0.1 TRAP 0.014 0 10 1.3 R3756 3240 0.08 TRAP 0.013 0 4 3 R3770 960 0.08 TRAP 0.008 0 2 3 R]084 1220 0.Q75 TRAP 0.022 0 2 3 RI089 580 0.06 TRAP 0.014 0 3 2 RI096 ]060 0.05 TRAP 0.022 0 5 2 RII06 800 0.05 TRAP 0.006 0 10 2 R4509B 1800 0.1 TRAP 0.02 0 10 2 R4509D 900 0.1 TRAP 0.025 0 4 2 R4509F 700 0.12 TRAP 0.05 0 3 2 R4509L ]200 0.12 TRAP 0.02 0 5 2 R4509N 800 0.1 TRAP 0.02 0 8 2 R4512B 520 0.02 TRAP 0.08 2 5 3 R4512C 5]5 0.03 TRAP 0.09 2 I 20 R4512E 175 0.12 TRAP 0.08 0 3 2 R4512F 450 0.03 TRAP 0.05 2 5 3 R4512G 600 0.Q2 TRAP 0.03 3 5 3 R4515C 6400 0.12 TRAP 0.01] 5 5 2 R45]50 2700 0.08 TRAP 0.01 ] 0 8 2 R4522 760 0.06 TRAP 0.0]7 0 10 3 R4576 1300 0.12 TRAP 0.02 0 3 2 R4588B 900 0.]2 TRAP 0.0] 0 3 2 R4592B 1000 0.]2 TRAP 0.Q2 0 3 2 R4600 900 0.12 TRAP 0.005 0 3 2 R4612 900 0.12 TRAP 0.012 0 3 2 R46]6B 1400 0.12 TRAP O.oJ 5 0 3 2 R4624 1200 0.12 TRAP 0.008 0 5 2 R4636 960 0.1 TRAP 0.01 0 6 4 R4646 900 0.08 TRAP 0.019 0 4 3 R4660A 400 0.09 TRAP 0.01 0 6 3 R4660B 2200 0.09 TRAP 0.0]4 0 6 2 R4666 400 0.08 TRAP 0.004 0 8 2 R4674 600 0.06 TRAP 0.004 0 8 2 R4682B ]200 0.08 TRAP 0.007 3 10 2 R4690 700 0.08 TRAP 0.009 0 10 2 R4690A 1450 0.08 TRAP 0.008 0 4 3 R4690B 1300 0.08 TRAP 0.009 0 10 2 R]]16 3]20 0.05 TRAP 0.01 0 5 3 RI]18C 500 0.Q2 C1RC 0.005 24 0 0 RI129 1]60 0.065 TRAP 0.016 0 4 2 R]]46 2600 0.06 TRAP 0.013 0 3 4 RI ]62 2400 0.085 TRAP 0.0]6 0 3 7 RI166 ]560 0.06 TRAP 0.012 0 6 2 RI ]75 700 0.0]5 TRAP 0.005 3 5 3 RI186 440 0.015 TRAP 0.018 3 5 3 RI194 ] 100 0.08 TRAP 0.003 0 7 3 RI199 ]820 0.055 TRAP 0.007 0 8 ]0 ROGIB ]800 0.12 TRAP 0.0] 0 6 3 RDG2B 1400 0.]2 TRAP 0.01 0 6 3 Rom 1300 0.12 TRAP 0.005 0 8 2 RDG4A 1000 0.12 TRAP 0.007 0 8 3 I I I I I I I I I I I I I I I I 68 I I I Name Channel n Value Channel Channel Pipe Channel Channel Len~th Type SlolPe Diameter Bottom Sides RDG4BI 700 0.12 TRAP 0.02 0 3 2 RDG4B2 450 0.12 TRAP 0.01 0 8 3 RDG4D 650 0.12 TRAP 0.01 0 8 3 RDG5B 400 0.12 TRAP 0.01 0 3 2 RDG5DI 900 0.12 TRAP 0.01 0 5 3 RDG5D2 1000 0.12 TRAP 0.01 0 5 3 RDG6A2 800 0.1 TRAP 0.006 0 10 3 R6ADG 500 0.12 TRAP 0.02 0 3 2 RDG6B3 980 0.12 TRAP 0.01 0 5 3 RDG6C2 1000 0.1 TRAP 0.009 0 12 2 RDG6D2 1100 0.12 TRAP 0.02 0 3 2 RDG62C 900 0.1 TRAP 0.009 0 12 2 RDG6E 606 0.08 TRAP 0.006 0 10 3 RDG6E2 400 0.12 TRAP 0.01 0 6 3 RDG62E 500 0.1 TRAP 0.01 0 10 3 RDG7A 717 0.06 TRAP 0.0056 0 12 3 RDG7C 1200 0.08 TRAP 0.015 0 4 2 RDG8A 772 0.08 TRAP 0.008 0 12 3 RDG9B 1200 0.04 TRAP 0.02 0 3 2 RDG 1 OA 850 0.04 TRAP 0.02 0 3 3 RDGIIA 360 0.08 TRAP 0.006 0 14 2 RDG 1M 1200 0.04 TRAP 0.02 0 3 3 RDGI7B 400 0.04 TRAP 0.015 0 5 3 RDG 17 A 930 0.05 TRAP 0.008 0 12 3 RDGI9 749 0.11 TRAP 0.008 0 14 2 RDG20B 1000 0.12 TRAP 0.023 0 6 2 RDG22B 300 0.12 TRAP 0.026 0 3 3 RDG24A 900 0.12 TRAP 0.015 0 5 2 RDG24C 1100 0.12 TRAP 0.015 0 6 2 RDG25A 1333 0.12 TRAP 0.006 0 25 2 RDG25C 600 0.08 TRAP 0.005 0 25 3 RJ311 860 0.08 TRAP 0.02 0 4 3 RI341 660 0.045 TRAP 0.008 0 4 3 RI350 1800 0.055 TRAP 0.QI5 0 16 4 RI356 1300 0.09 TRAP 0.01 0 5 2 RI363 880 0.05 TRAP 0.016 0 12 6 R1376 1100 0.055 TRAP 0.019 0 3 3 RI390 700 0.015 TRAP 0.004 3 5 3 RI412 1260 0.015 TRAP 0.002 3 5 3 RI460 J520 0.08 TRAP 0.012 0 12 2 R2556 1560 0.08 TRAP 0.008 0 3 3 R2564 440 0.06 TRAP 0.002 0 9 3 R2604 2100 0.06 TRAP 0.014 0 5 3 R2626 2000 0.06 TRAP 0.016 0 17 3 R2644 640 0.06 TRAP 0.006 0 6 3 R2722 480 0.066 TRAP 0.016 0 2 3 R2734 700 0.06 TRAP 0.016 0 3 3 R2748 880 0.06 TRAP 0.02 0 3 3 R2754 960 0.06 TRAP 0.01 0 5 3 R2764 760 0.06 TRAP 0.016 0 6 3 R2776 540 0.06 TRAP 0.019 0 4 3 R2792 440 0.06 TRAP 0.007 0 8 3 R2804 1060 0.06 TRAP 0.005 0 9 3 R2818 1100 0.06 TRAP 0.019 0 4 3 R2826 820 0.06 TRAP 0.01 0 II 3 R2836 700 0.06 TRAP 0.003 0 12 3 R2848 1760 0.06 TRAP 0.014 0 3 3 R2858 1040 0.06 TRAP 0.018 0 30 2 R2864 2220 0.06 TRAP 0.004 0 13 3 R2876B 550 0.08 TRAP 0.Q3 0 3 2 R2902 1260 0.06 TRAP 0.QI5 0 3 3 R2904C 650 0.12 TRAP 0.01 0 4 2 I I I I I I I I I I I I I I I I 69 I I I Name Channel n Value Channel Channel Pipe Channel Channel Length Type SlolPe Diameter Bottom Sides R2922 1880 0.06 TRAP 0.013 0 4 3 R2934 1360 0.06 TRAP 0.016 0 4 3 R2956B 1000 0.08 TRAP 0.02 0 4 2 R2964 1260 0.06 TRAP 0.023 0 3 3 R3004 8000 0.06 TRAP 0.016 0 4.5 3 R3032 480 0.072 TRAP 0.02 0 4 3 R3039 1100 0.06 TRAP 0.008 0 4.5 3 R3062 1500 0.06 TRAP 0.01 0 5.6 3 RJ070 1260 0.06 TRAP 0.009 0 7.5 3 R3076 1320 0.06 TRAP 0.007 0 8.5 3 R3082 1980 0.06 TRAP 0.006 0 9 3 R3100 ]600 0.06 TRAP 0.019 0 3 3 R1503 ]520 0.095 TRAP 0.0]2 0 4 2 RI522 950 0.0]5 TRAP 0.015 3 5 3 R1532 760 0.0]5 TRAP 0.009 3 5 3 R1554 640 0.0]5 TRAP 0.01 3 5 3 R1574 840 0.065 TRAP 0.006 0 4 3 R1580 2960 0.038 TRAP 0.02 0 3 3 R1592 1040 0.05 TRAP 0.019 0 2 ] R1621 420 0.055 TRAP 0.012 0 4 3 RI624 1080 0.055 TRAP 0.022 0 2 3 RI630 1200 0.04 TRAP 0.008 0 8 3 RI639 1260 0.05 TRAP 0.013 0 5 I RI644 1380 0.055 TRAP 0.012 0 3 2 RI662 1000 0.05 TRAP 0.008 0 25 2 RI674 680 0.063 TRAP 0.021 0 2 8 RI682 680 0.045 TRAP 0.013 0 2 4 R1692 500 0.045 TRAP 0.0] 0 3 2 R1708 ]550 0.0]5 CIRC 0.0]5 36 5 3 R1716 660 0.075 TRAP 0.015 0 9 10 RI744A 800 0.03 TRAP 0.002 0 6 3 R1734 900 0.0]5 CIRC 0.01 24 0 0 R1740 660 0.048 TRAP 0.0]9 0 6 3 R1754 1300 0.015 CIRC 0.005 36 5 3 R1758 1900 0.015 CIRC 0.005 24 5 3 R1764 700 0.015 CIRC 0.005 36 5 3 RI774 1200 0.06 TRAP 0.01 0 4 2 RI791 500 0.015 CIRC 0.005 24 5 3 RI793 300 0.015 CIRC 0.005 36 5 3 RI802 800 0.015 CIRC 0.005 36 5 3 RI808 450 0.015 CIRC 0.005 48 5 3 RI816 900 0.08 TRAP 0.01 0 6 2 R 1834C 1500 0.08 TRAP 0.005 0 10 2 RI829 2100 0.06 TRAP 0.005 0 5 2 R]848 1450 0.015 CIRC 0.005 24 5 3 RI828b 900 0.Q15 CIRC 0.025 30 5 3 R 1828c 2200 0.06 TRAP 0.005 0 5 2 RI851 2500 0.]2 TRAP 0.015 0 8 2 RI852B 1640 0.1 TRAP 0.015 0 10 I RI853 3300 0.1 TRAP 0.008 0 12 2 RI857B 3240 0.035 TRAP 0.006 0 10 2 RI860C 1950 0.015 CIRC 0.01 48 5 3 RI863 2600 0.03 TRAP 0.005 0 30 2 RI866 2500 0.03 TRAP 0.004 0 20 2 RI871 1872 0.03 TRAP 0.005 0 10 2 R1875 2000 0.1 TRAP 0.005 0 6 3 RI884 2800 0.03 TRAP 0.004 0 30 2 R1885 2680 0.06 TRAP 0.005 0 30 3 RI890 4320 0.07 TRAP 0.009 0 40 3 R1900B 2150 0.02 CIRC 0.0026 33 5 3 RI900C 640 0.06 TRAP 0.002 0 6 2.5 RI900E 800 0.016 CIRC 0.009 36 5 3 I I I I I I I I I I I I I I I I 70 I I I Name Channel n Value Channel Channel Pipe Channel Channel Length Type Slope Diameter Bottom Sides R] 900G ]020 0.015 CIRC 0.0] 42 5 3 R]908] 1550 0.08 TRAP 0.004 0 6 2 R 19081 2900 0.12 TRAP 0.01 0 6 2 R]919 960 0.05 TRAP 0.015 0 5 ] R]926 5800 0.05 TRAP 0.002 0 30 3 R]929 6800 0.05 TRAP 0.00] 0 30 3 RI932 1900 0.08 TRAP 0.003 0 3 2 RI934 2800 0.06 TRAP 0.01 0 6 2 RI936C 1800 0.02 CIRC 0.002 48 5 3 RI937 2000 0.02 CIRC 0.002 48 5 3 RI943A 500 0.02 CIRC 0.002 72 5 3 R]948 4600 0.09 TRAP 0.005 0 ]7 3 R1966 7600 0.05 TRAP 0.001 0 30 3 R1972 8000 0.05 TRAP 0.002 0 30 3 RI978 2800 0.05 TRAP 0.001 0 30 3 I I I I I I I I I I I I I I I I 71 I I Appendix E: Storage Routing Parameters Churn Creek Base 2004 I 10 Time EO 50 E1 51 E2 52 E3 53 E4 54 E5 55 E6 56 E7 5i' E8 58 E9 59 5teps cfs ac cfs ac cfs ac cfs ac cfs ac cfs ac cfs ac cfs ae: cfs ac cfs ac ft ft ft ft ft ft ft ft ft ft S932 2 0 o 2000 25 4000 46 6000 69 8000 93 10000 119 12000 147 14000 175 0 0 0 0 S968 2 0 o 2000 75 4000 130 6000 177 8000 220 10000 262 12000 300 ]4000 336 0 0 0 0 SI048 2 0 o 2000 14 4000 22 6000 31 8000 39 10000 45 12000 52 ]4000 58 0 0 0 0 S4024 2 0 0 500 2 750 3 1000 4 ]500 5 2000 7 2500 9 5000 18 0 0 0 0 S4040 2 0 0 500 7 750 9 1000 10 1500 13 2000 15 2500 ]7 5000 34 0 0 0 0 S4048 2 0 0 500 4 750 5 1000 6 1500 8 2000 10 2500 12 5000 24 0 0 0 0 S4069 2 0 0 500 5 750 6 1000 7 1500 10 2000 25 2500 27 5000 54 0 0 0 0 S4096 2 0 0 500 5 750 6 1000 8 1500 10 2000 14 2500 16 5000 32 0 0 0 0 S4122 2 0 0 500 5 750 7 1000 9 1500 12 2000 16 2500 19 5000 38 0 0 0 0 S4198 2 0 0 500 7 750 10 1000 12 1500 17 2000 22 2500 26 5000 52 0 0 0 0 S4222 2 0 0 500 II 750 14 1000 18 1500 24 2000 30 2500 35 5000 70 0 0 0 0 S4232 2 0 0 500 7 750 9 1000 II 1500 ]7 2000 20 2500 25 5000 50 0 0 0 0 S4268 2 0 0 500 9 750 12 1000 16 1500 22 2000 32 2500 38 5000 76 0 0 0 0 SI056 2 0 o 2000 57 4000 120 6000 176 8000 23] 10000 370 12000 4]8 14000 461 0 0 0 0 S3550 2 0 0 200 2 400 4 600 6 800 8 1000 10 1200 13 1400 15 1600 16 2000 20 S3558 2 0 0 250 3 500 4 750 II 1000 ]4 1250 37 1500 40 1750 42 2000 45 2500 50 S3600 2 0 0 250 2 500 6 750 9 1000 12 1250 15 1500 18 1750 21 2000 24 4000 48 S3744 2 0 0 25 I 500 2 750 3 1000 4 1250 5 1500 6 2000 8 2500 9 3000 10 S3780 2 0 0 250 2 500 5 750 7 1000 10 1250 13 1500 16 2000 21 2500 25 3000 30 S3794 2 0 0 250 5 500 8 750 12 1000 16 ]250 20 1500 23 2000 30 2500 36 3000 42 S3804 2 0 0 250 5 500 12 750 17 1000 23 1250 28 1500 33 2000 41 2500 50 3000 59 SI072 2 0 o 2000 37 4000 59 6000 80 8000 102 10000 126 12000 156 14000 ]84 0 0 0 0 S4507 2 0 0 ]00 4 500 ]2 1000 19 1500 26 2500 39 3000 45 3500 54 4000 61 0 0 S4511 2 0 0 ]00 2 500 8 1000 ]5 1500 25 2500 56 3000 80 3500 105 4000 123 0 0 S4538 2 0 0 ]00 2 500 7 1000 14 1500 26 2000 38 3000 45 4000 65 0 0 0 0 S4570 2 0 0 100 2 500 8 1000 12 1500 16 2500 27 3000 31 3500 36 4000 40 0 0 S4604 2 0 0 100 2.5 500 9.5 1000 16.5 1500 22.5 2500 36 3000 42.5 3500 47.5 4000 53.5 0 0 S4624 2 0 0 100 I 500 5 1000 8 1500 II 2000 15 2500 17 3000 20 3500 23 4000 26 S4652A 2 0 0 100 9 500 16 1000 25 1500 34 2000 45 2500 55 3000 65 3500 73 4000 80 SI155 2 0 o 2000 62 4000 100 6000 131 8000 162 10000 193 12000 250 14000 37] 0 0 0 0 P8B#9A I 0 0 28 0.2 132 2.6 150 3.6 190 9.4 500 16.6 0 0 0 0 0 0 0 0 P9A#8 1 0 0 4 I II 2 15 3.2 42 4.4 0 0 0 0 0 0 0 0 0 0 SI294 2 0 o 2000 33 4000 53 6000 76 8000 97 10000 1]8 12000 211 14000 398 0 0 0 0 S1372 2 0 o 2000 19 4000 38 6000 57 8000 74 10000 88 12000 98 14000 135 0 0 0 0 SI405 2 0 o 2000 14 4000 30 6000 47 8000 63 10000 84 12000 105 ]4000 118 0 0 0 0 SI431 2 0 o 1000 17 2000 29 3000 44 4000 56 6000 79 8000 98 ]0000 115 12000 131 14000 145 SI468 2 0 o 2000 30 4000 60 6000 9] 8000 121 10000 149 12000 175 14000 200 0 0 0 0 S2504 2 0 0 500 5 1000 9 1500 12 2000 15 2500 17 3000 20 6000 40 0 0 0 0 S2518 2 0 0 500 6 1000 8 1500 10 2000 12 2500 15 3000 16 6000 32 0 0 0 0 S2536 2 0 0 500 8 1000 15 1500 20 2000 24 2500 34 3000 53 6000 106 0 0 0 0 S2572 2 0 0 500 2 1000 3 1500 5 2000 6 2500 8 3000 10 6000 20 0 0 0 0 S2582 2 0 0 500 4 1000 6 1500 9 2000 II 2500 13 3000 15 6000 30 0 0 0 0 S2612 2 0 0 500 2 1000 4 1500 6 2000 12 2500 14 3000 15 6000 30 0 0 0 0 S2649 2 0 0 500 2 1000 5 1500 7 2000 8 2500 10 3000 II 6000 22 0 0 0 0 S2659 2 0 0 500 ] 1000 3 1500 10 2000 13 2500 15 3000 17 6000 34 0 0 0 0 S2678 2 0 0 500 3 1000 8 1500 12 2000 24 2500 27 3000 30 6000 60 0 0 0 0 S2692 2 0 0 500 2 1000 4 1500 6 2000 10 2500 14 3000 ]6 6000 32 0 0 0 0 S2702 2 0 0 500 4 1000 7 1500 II 2000 45 2500 83 3000 94 6000 188 0 0 0 0 S2888 2 0 0 500 8 1000 ]5 1500 20 2000 24 2500 34 3000 53 6000 106 0 0 0 0 S2895 2 0 0 500 5 1000 8 1500 12 2000 23 2500 48 3000 67 6000 134 0 0 0 0 SShopKo 2 0 0 40 2 50 6.1 55 8.2 61 12.3 64 13.4 69 ]6.7 71 19 74 21.3 0 0 S2904A 2 0 0 75 0.7 78 1.4 84 2.2 90 3.9 94 4.8 97 5.8 100 6.8 109 9 0 0 S2954 2 0 0 500 3 1000 5 1500 9 2000 18 2500 33 3000 60 6000 ]20 0 0 0 0 S2988 2 0 0 500 9 1000 ]4 1500 18 2000 22 2500 27 3000 34 6000 68 0 0 0 0 S3012 2 0 0 500 3 1000 5 1500 6 2000 9 2500 II 3000 16 6000 32 0 0 0 0 S3022 2 0 0 500 4 1000 8 1500 12 2000 ]5 2500 19 3000 22 6000 44 0 0 0 0 I I I I I I I I I I I I I I I I 72 I I I 10 Time EO 50 E1 51 E2 52 E3 53 E4 54 E5 55 E6 56 E7 57' E8 58 E9 59 5teps cfs ac cfs ac cfs ac cfs ac cfs ac cfs ac cfs ac cfs ac cfs ac cfs ac ft ft ft ft ft ft ft ft ft ft S3090 2 0 0 500 10 1000 19 1500 27 2000 48 2500 74 3000 11] 6000 222 0 0 0 0 S3114 2 0 0 500 7 1000 15 1500 23 2000 30 2500 36 3000 42 6000 84 0 0 0 0 S1490 2 0 o 2000 44 4000 72 6000 96 8000 ] ]8 ]0000 142 12000 167 ]4000 279 0 0 0 0 S1595 2 0 o 2000 65 4000 106 6000 142 8000 ]75 ]0000 207 12000 241 14000 279 0 0 0 0 S1744 1 0 0 44 7.7 155 16 340 25.3 0 0 0 0 0 0 0 0 0 0 0 0 S1841 2 0 o 2000 9] 4000 149 6000 210 8000 274 10000 340 12000 412 14000 498 0 0 0 0 S1846 2 0 o 2000 115 4000 198 6000 285 8000 363 10000 437 12000 508 ]4000 584 0 0 0 0 S1854 ] 0 0 56 0.5 122 1.8 225 ]0 300 27.6 355 56.6 420 123 480 220 0 0 0 0 S1869 2 0 0 104 0.] 136 0.5 168 2.5 284 5 205 7.5 224 10 800 12.5 0 0 0 0 S1894 2 0 o 2000 74 4000 ]50 6000 232 8000 323 10000 406 12000 487 14000 645 0 0 0 0 S 1900A 1 0 0 12 1 20 2 25 5 29 ]0 0 0 0 0 0 0 0 0 0 0 S1900C1 1 0 0 55 0.1 72 0.1 200 0.2 0 0 0 0 0 0 0 0 0 0 0 0 S19]4 2 0 o 2000 36 4000 74 6000 150 8000 2]3 ]0000 269 ]2000 32] 14000 371 0 0 0 0 I I I I I I I I I I I I I I I I 73 I I I I I I I I I I I I I I I I I I I Appendix :18': Storage Routing Parameters Churn Creek Base 2004 Name Orifice Orifice Spillway Spillway Discharge Elevation Area Elevation Width Coefficient S960 738.10 0.02 738.20 10.00 2.70 S992 731.50 0.79 740.00 6.00 2.70 S1034 688.50 0.79 696.00 20.00 2.64 S4512H 680.80 1.77 687.00 6.00 2.70 PlOA#l 635.90 7.07 636.00 ]0.00 2.50 P13#15 673.30 0.79 676.00 50.00 2.60 P16A#1 634.90 0.79 636.00 20.00 2.60 P18#5 620.20 0.09 622.00 4.00 2.60 P23LEX 650.00 0.27 664.40 8.00 2.50 S1497 602.00 0.0] 602.10 6.00 2.80 S1623 630.10 0.02 630.10 100.00 2.64 S1753 600.50 0.79 607.00 10.00 2.64 S 1852B 663.20 5.24 669.30 100.00 2.50 S 1852C 661.40 7.07 664.00 6.00 2.20 S 1900C2 524.20 7.07 527.50 100.00 2.00 S1943A 490.80 1.77 498.50 20.00 2.70 SO Ei SI E2 S2 E3 S3 E4 84 E5 S5 E6 S6 E7 S7 Name EO ft ac- ft ac- ft ac- ft ac- ft ac- ft HC- ft ac- ft ac ft ft ft ft ft ft ft ft S960 738 0 740 0.2 742 0.8 744 2 746 4 748 6 0 0 0 S992 731 0 732 0.1 734 0.8 736 1.1 738 2.4 740 3.8 742 5.5 0 S 1034 688 0 689 0.2 690 0.2 691 1.1 692 1.9 693 3.1 694 5 695 S4512H 680 0 682 1.2 684 2.5 686 3.9 688 5.3 690 6.7 0 0 0 P]OA#] 634.4 0 636 0.7 637 1.2 0 0 0 0 0 0 0 0 0 P13#15 672.8 0 674 0.8 676 2.3 677 3.2 678 4 0 0 0 0 0 P]6A#1 634.4 0 634.5 0.] 636 0.6 638 1.4 0 0 0 0 0 0 0 P]8#5 620 0 622 0.5 624 I 0 0 0 0 0 0 0 0 0 P23 LEX 649.7 0 652 0.1 654 0.2 656 0.5 658 1.1 660 1.8 662 3 664 S]497 602 0 606 200 610 450 0 0 0 0 0 0 0 0 0 S]623 630 0 634 15 638 30 0 0 0 0 0 0 0 0 0 SI753 600 0 607 I 608 1.1 0 0 0 0 0 0 0 0 0 SI8528 661.9 0 664 0 666 0.2 668 0.5 670 1.3 672 2.7 674 4.8 0 SI852C 659.9 0 660 0.2 662 0.6 664 1.2 666 2.] 667 2.6 668 3.] 670 S 1900C2 522.7 0 525.5 0.1 526 0.2 527 1.7 527.5 3.2 528 4.7 529 9.4 0 S 1943A 490 0 493.5 0.4 498.5 2 500 3 502 4 0 0 0 0 0 74 I I I I I I I I I I I I I I I I I I I Appendix H: City of Redding Hydrology Manlllal Revisions IntroclltnctimD The Redding Hydrology Manual (Hydrology Manual, City-wide Master Storm Drain Study, Appendix C, City of Redding Department of Public Works) was published in October 1993. The following technical memo describes revisions to the Redding Hydrology Manual since its publication. The original HEC-l data processor, RPRE, has been revised into a new version compatible with modern operating systems. The new version (February 3, 2005) of the HEC-l data processor was written with XML format and the Microsoft Dot Net Framework. The XML version allows output of all files to the Access Database for facilitating preparation of reports. The hydrologic model uses the US Army Corps of Engineers HEC-l (version 4.1, June 1998) flood hydrograph model. The US Army Corps of Engineers HEC-RAS (version 3.1.2, April 2004) model was used to evaluate the floodplain. These three programs are provided in Appendix G, attached CD. Deptll1-IDllIratiorrn-Frequency Data (DDF) As part of the Clover Creek litigation and Clover Creek Preserve Regional Detention Pond design, depth- duration-frequency data were revised to include the Redding Airport precipitation data through 2002. In addition to the 10-,25-, 100-year reCUITence, design storm parameters were included for 500-, 200-,50-,20-,5-, 2-, 1-,2 per year, 3 per year, and 6 per year recurrence intervals. Table 1 shows the depth-duration-frequency data for Redding Airport and Shasta Dam. Subbasin design precipitation is interpolated from the mean elevation of each subbasin and Redding Airport elevation 510 feet and Shasta Dam elevation 1075 feet. Table 1: Depth-Duration-Frequency Data for Redding Airport and Shasta Dam (inches) Redding Airport Elevation 510 ft nnitial 5 10 15 30 1 2 3 4 6 24 Recurrence JLoss min min min min hour hour hour hour hour hour 6X vr 1.00 0.21 0.28 0.33 0.44 0.58 0.77 0.91 1.20 1.59 2.11 3X vr 1.00 0.24 0.31 0.37 0.49 0.65 0.86 1.01 1.33 1.77 2.34 2X vr 1.00 0.26 0.34 0.40 0.53 0.70 0.93 1.10 1.45 1.92 2.55 tvr 0.75 0.28 0.37 0.44 0.58 0.77 1.02 1.20 1.59 2.11 2.80 2vr 0.50 0.31 0.41 0.49 0.64 0.85 1.13 1.33 1.76 2.33 3.08 5vr 0.40 0.36 0.48 0.56 0.74 0.98 1.30 1.53 2.03 2.69 3.56 tOvr 0.30 0.40 0.54 0.63 0.84 1.11 1.47 1.73 2.29 3.03 4.01 20vr 0.20 0.45 0.59 0.69 0.92 1.22 1.61 1.90 2.52 3.33 4.41 25vr 0.20 0.46 0.61 0.72 0.95 1.26 1.67 1.97 2.60 3.45 4.56 50vr 0.15 0.51 0.68 0.80 1.06 1.41 1.86 2.20 2.91 3.85 5.10 tOOvr 0.10 0.58 0.76 0.90 1.19 1.57 2.09 2.46 3.25 4.31 5.71 200vr 0.05 0.64 0.84 0.99 1.32 1.74 2.31 2.72 3.60 4.77 6.31 500vr 0.05 0.73 0.97 1.14 1.51 2.01 2.66 3.13 4.14 5.49 7.26 75 I I I I I I I I I I I I I I I I I I I Shasta Dam Elevation 1075 ft Initial 5 10 15 30 1 2 3 4 6 24 Recurrence Loss min min min min hour hour hour hour hOlDr hour 6X vr 1.00 0.31 0.42 0.50 0.69 0.94 1.28 1.54 2.10 2:.88 3.93 3X vr 1.00 0.34 0.47 0.56 0.77 1.05 1.43 1.72 2.35 3.21 4.38 2X vr 1.00 0.38 0.51 0.62 0.84 1.15 1.58 1.89 2.59 3.54 4.84 Ivr 0.75 0.41 0.56 0.68 0.93 1.27 1.73 2.08 2.84 3.89 5.31 2vr 0.50 0.46 0.63 0.76 1.03 1.41 1.93 2.32 3.17 4.33 5.93 5yr 0.40 0.54 0.74 0.89 1.21 1.66 2.27 2.73 3.73 5.09 6.96 10vr 0.30 0.60 0.82 0.98 1.34 1.84 2.51 3.02 4.12 5.64 7.71 20w 0.20 0.68 0.93 I. 11 1.52 2.08 2.84 3.41 4.66 6.38 8.72 25vr 0.20 0.70 0.96 I. 1 5 1.58 2.15 2.95 3.54 4.83 6.61 9.03 50vr 0.15 0.79 1.07 1.29 1.76 2.41 3.29 3.95 5.40 7.39 10.10 100vr 0.10 0.89 1.21 1.46 1.99 2.73 3.73 4.47 6.1 ] 8.36 11.43 200vr 0.05 0.99 1.36 1.63 2.23 3.04 4.16 4.99 6.83 9.33 12.75 500vr 0.05 1.16 1.58 1.90 2.60 3.55 4.85 5.83 7.96 10.89 14.88 Land Use Parameters Table 2 shows revised Redding Hydrology Manual land use. The original tables C-4 and C-5 have been expanded and revised to include Effective Impervious, Ineffective Pervious and NRCS Curve Numbers for many other land use descriptions including Urban Lawns, Athletic Fields, Golf Courses, Bare, Newly Graded, Pasture, Mowed Grass, Agricultural Crops, Orchards, Urban Landscaping, Oak/Pine Forest, Chapparal, Brush, Manzanita and Wetlands. A new description of ineffective pervious has been added to account for backyard losses in residential areas. Table 2: Redding Hydrology Manual Revised Land Use Parameters No. Land Use Description Effective Ineffective B NRCS C NRCS D NRCS Impervious Pervious Curve Curve Curve (percent) I (percent) Number Numb(~r Number I Commercial/Highways/Parking Lots 95 0 80 87 90 2 Offices/Schools/Apartments 80 0 79 86 89 3 Industrial 70 0 76 84 88 4 Multifamily Residential:> I 0 units/acre 60 0 71 81 86 5 Multifamily Residential:>6- I 0 units/acre 50 5 69 79 84 6 Single Family Residential:>4-6 units/acre 40 10 68 78 83 7 Single Family Residential:>3-4 units/acre 30 15 67 77 83 8 Single Family Residential:>2-3 units/acre 25 15 66 76 83 9 Single Family Residential:> 1-2 units/acre 20 10 65 75 83 10 Rural Residential:> .5- I units/acre-no gutters 10 0 64 74 82 11 Rural Residential:>.2-.5 units/acre-no gutters 5 0 63 73 82 12 Urban Lawns/Athletic Fields/Golf Courses 2 0 74 83 87 13 Bare/Newly Graded 2 0 86 90 93 14 Pasture/Parkland/Mowed Grass 2 0 69 79 84 15 Agricultural Crops/Orchards 2 0 78 85 89 16 Urban Landscaping I 0 56 71 77 17 Open Oak Woodland/Grassland Mix 1 0 61 73 80 18 Oak/Pine Forest 1 0 55 70 76 19 Chapparal/Brush/Manzanita 1 0 62 76 82 20 Water Surface/Wetlands 100 0 99 99 99 76 I I I I I I I I I I I I I I I I I I I Depth-Aerial-Reduction .Factors (DARF) Depth-Areal-Reduction Factors are used to reduce point precipitation gage statistics to values representative of precipitation over larger areas. The values in this table (from 30-minutes to 24-hours) are based on data from NOAA Atlas 2, NWS Hydro 40 and NOAA Technical Report NWS 24. They have been extended below 30- minute values based on curve fitting and recent radar precipitation studies in Missouri and Texas. They differ slightly from the values shown in Manual Table C-3 due to smoothing from mathematical curve fitting. DARF does not significantly influence peak runoff until drainage areas exceed 100 acres. It is extremely important to use the drainage area at the point of interest in HEC-l models and for flows passed to any associated HECRAS models. Table 3: Redding Hydrology Manual Revised Depth Aerial Reduction Factors Duration Area (minutes) (SQ mi) 5 10 15 30 60 120 180 360 720 1440 0.001 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.01 0.99 0.99 0.99 0.99 1.00 1.00 1.00 1.00 1.00 1.00 0.1 0.97 0.98 0.98 0.99 0.99 0.99 0.99 0.99 1.00 1.00 I 0.92 0.94 0.94 0.96 0.97 0.97 0.98 0.98 0.99 0.99 2 0.88 0.9] 0.92 0.94 0.95 0.97 0.97 0.98 0.98 0.99 3 0.86 0.89 0.91 0.93 0.95 0.96 0.96 0.97 0.98 0.98 4 0.84 0.88 0.90 0.92 0.94 0.95 0.96 0.97 0.98 0.98 5 0.82 0.86 0.88 0.91 0.93 0.95 0.95 0.96 0.97 0.98 6 0.8] 0.85 0.87 0.90 0.92 0.94 0.95 0.96 0.97 0.98 7 0.79 0.84 0.86 0.90 0.92 0.94 0.95 0.96 0.97 0.98 8 0.78 0.83 0.86 0.89 0.91 0.93 0.94 0.96 0.97 0.97 9 0.77 0.82 0.85 0.88 0.91 0.93 0.94 0.95 0.96 0.97 10 0.76 0.81 0.84 0.88 0.90 0.93 0.94 0.95 0.96 0.97 15 0.71 0.78 0.81 0.85 0.89 0.91 0.92 0.94 0.96 0.97 20 0.67 0.74 0.78 0.83 0.87 0.90 0.91 0.93 0.95 0.96 25 0.63 0.72 0.76 0.81 0.86 0.89 0.90 0.93 0.94 0.96 30 0.60 0.69 0.73 0.80 0.84 0.88 0.90 0.92 0.94 0.95 35 0.57 0.67 0.72 0.78 0.83 0.87 0.89 0.91 0.93 0.95 40 0.54 0.65 0.70 0.77 0.82 0.86 0.88 0.91 0.93 0.95 45 0.52 0.63 0.68 0.75 0.81 0.85 0.87 0.90 0.93 0.94 50 0.49 0.61 0.66 0.74 0.80 0.85 0.87 0.90 0.92 0.94 60 0.45 0.58 0.64 0.72 0.78 0.83 0.86 0.89 0.9] 0.93 70 0.4] 0.54 0.61 0.70 0.77 0.82 0.85 0.88 0.91 0.93 80 0.37 0.51 0.58 0.68 0.75 0.81 0.84 0.87 0.90 0.93 90 0.34 0.49 0.56 0.66 0.74 0.80 0.83 0.87 0.90 0.92 100 0.30 0.46 0.54 0.64 0.73 0.79 0.82 0.86 0.89 0.92 77 I I I I I I I I I I I I I I I I I I I Hydrologic Soil Types The NRCS Hydrologic Soil Series Classifications are used for Curve Number selection. Type A basically represents sand and gravel deposits with low runoff potential. Type B represents sandy and gravelly soils with moderate infiltration rates. Type C represents fine texture and loamy soils with slow infiltration rates, generally with a sub-surface layer which impedes downward movement of water. Type D represents clay loams and clay with very slow infiltration rates, soils with near surface water tables, and shallow soils over nearly impervious materials. Type A soils are of very limited extent in the Redding area, nearly always flood plain deposits where urbanization is unlikely. "A" soils are not modeled by the HEC-I processor and B is used if necessary. An examination of soil type descriptions and calibration of actual runoff events for the Clover Creek Preserve Detention Facility HEC-l runoff model showed that the Red Bluff series was incorrectly specified by the NRCS. Red BluffRbA and RbB soils were described as clay loams over clay, clearly a D type not a B. Figure 1 below shows the locations ofthe Red Bluff Soil Series. Most of Clover Creek and portions of Chum Creek and Stillwater Creek south of State Highway 44 have this soil type. 78 I I I I I I I I I I I I I I I I I I I Figure 1: Red Bluff Soil Series 0~~ ~~~V Figure 1. :1/ ~ Red Bluff Soil Series) ~' If.'-I RbAlRbB _~~ h- =-<: - ~ . -' """,. 6) ~ H --I == ... M-l:::}:: \ ~ f1 -I I =r: "'-1"1 ~y -I ~\ , '5~7?l t- ;' ~ ~) J ~ ~ r ),.,.. ,( .../ ~~,~ ~~ '4 l\ Hl~lH3'LI; ~ ~~ / ~ " ~ / ~ \'jJ i'tL,-/ \-.~ ~ . //1 , j I " ,,' li\ ::If.) ~II ~~..::..' \ '\j~27 ~ ' .J.j~L. /=r ~. ~ oJ "\ I .,I~~ "":' ~~~ :7~~ ~f q~~Z ) .MM I~ ~ ::~ l ~f '~r~~) 1~F-ijn': 1 '~ >:~ N I'~ L~I::"" )j:^rE'~\\S~vW~)~~ ~.~ .~ I; '1968~' ~~~lJlI'1!l:~\'}dO r ~& ~,\ .~ . ~~(\ ~~~.~ ~21SJ~r .~~~~" ~t4 ~ ""\'.~ R~\,~' ?J.,Jrov ~ Q \~\\::C:r.; .1tI.~:;;!J i~o. ( '.l'rz ~ I ~ \\ ~ '. ~. -'i;;j \ ~..;fa ~ , ~11 9/ ~u '\it ~~~p~' . \I'~ ~_" "'~...1~~~} 22' ~~ ' ~rul. -,'13 ~ 4i;lfyf ----.... / i / "---.. ','l 1 ~ ~ :\. ~ r.~ j S 3 Ti <- ~~ --- 79 I I I I I I I I I I I I I I I I I I I Subbasin Lag Time The travel time component method (page C-14 of the Manual), is recommended for all subbasins expected to urbanize according to the General Plans of the cities of Redding, Shasta Lake, Anderson and Shasta County. Use of the travel time component method allows a much easier comparison of flow paths between pre- and post-project conditions. The subbasin n method (using the Bureau ofRec1amation lag time equation and the NRCS unit hydro graph) is still recommended for natural subbasins which do not urbanize in the General Plans (such as the headwaters of Chum Creek, Olney Creek and Stillwater Creek). The new processor provides velocity validation checks based on Mannings equation (for pipes and ditches) and Jarrett's equation (for natural streams). Velocities in excess of 8-10 ftIsec are rarely observed in conveyance systems and should not be part of an engineered design without thorough justification. Generally, modeling of natural smail stream runoff requires slope adjustment or Mannings n increase to reduce velocities to the 6-8 ftIsec range. Groundwater Base lFlow Section 3.7 Base Flow of the 1993 Manual recommends default values for groundwater initial base flow and base flow recession. These values were based on a very limited number of flood events observed in Chum Creek from 1961 to 1972. For flood events in the 10-100 year recurrence range, these base flows increase peak flows by approximately 3%. Initial base flow for the 10 year event is 5 cfs/sq mile, 25-year event 6 cfs/sq mi and lOa-year event 10 cfs/sq mile. Base flow recession begins when flow decreases to values at 10% of peak flow. The ratio of recession flow to that occurring one hour later is 1.05. Validation Data Base A comprehensive database for validating values entered as HEC-l input is part of the new Microsoft dot net XML processor. This validation database represents decades of experience by several hydrologists as well as hydrologic and stream hydraulics textbook recommendations. It also incorporates the range of values recommended in the Redding Hydrology Manual. A "red" code indicates that the entered value is unacceptable, except for very rare and unique circumstances such a supercritical design. A "yellow" code indicates that the entered value is outside of the normal range, and should be justified in any accompanying hydrologic report. A "green" code is in the acceptable range. In addition, the processor provides default values for normal subdivision drainage system design and typical natural drainage. 80 I I I I I I I I I I I I I I I I I I I APPENDIX 6 HAZARDOUS WASTE SITE CLOSURE LETTERS I j- ~TE OF CALIFORNIA - Environmental Prot~,. ,.genc~ IFORNIA REGIONAL WATER QUALITY CONTROL BOARD TRAL VALLEY REGION ) KnoRcrest Drive, 'Suite 100 l"n9' CA 96002-0101 I E: (916) 224-4845 916)224-4851 I I I I I~ I I I I I I I I I I I (~ I, PETE WILSON, Governor :t' 16 Oerober 1997 Mr. Robert Foss Chevron U.S.A. Products Company P.O. Box 5004 San Ramon, CA 94583-0804 NO FURTHER ACTION, UNDERGROUND STORAGE TANK (UST) lINVESTIGATION #45051, FORMER ~HEVRON SERVICE STATION #97821, 2403 CASCADE BOULEVARD, REDDlNG, SHASTA COUNTY This letter confIrms the completion of site investigation and remedial action for the underground storage .tank(s) formerly located at the above-described location. Thank. you for your cooperation throughout this investigation. Your willingness and promptness in responding to our inquiries concerning the former underground storage tank(s) are greatly appreciated. Based on the information in the above-referenced fue and with the provision that the information provided to this agency was accurate and representative of site conditions, no further action related to the underground storage tank release is required. This notice is issued pursuant to a regulation contained in Section 2721(e) of Title 23 of the California Code of Regulations. Please contact our office if you have any questions regarding this matter. Sincerely, b CMB:tch cc: Ms. Annabel Mackey, UST Cleanup Fund, State Water Resources Control Board, Sacramento Mr. Mark Cramer, Shasta County Department of Resource Management, Environmental Health Division, Redding I I I I I I I I I I I I I I I I I I I .' SHASTA COUNTY 1""~"lIl~ - -.... ,~ -""" DEPART.MJBNJr OF RESOURCE MANAGEMENT 1855 Placer Street, Redding, CA 96001 lJ1l.111$S ~ Il.E ""'~ JOireclOi!' o &.@ to, AIR QUAlJl'y tMNAGEMEM' DISTRIct' a t4cIlMt Kuaow. P.E. A1r~ Conlllll CIIllcw (S3O) ZZMI7'l , FAX:~~ o Su/rq f(J2 8u1UllNG DM9IOH ~ S. 0vIIbuy DIrilIon .....,.. (53ll) 22S-6781 FAA: (830) ~ D SIAfg flJ9 f'lAANlNG DIWlION Jamsn CcoIl: IlMslon Io\anogI( (530) 22$SS32 FAX: ($30'~ lil SuIto.alf lENVlRomENTAl HfAl:1'H DIVISION .IMIoiII Sr'IlIIII, flEH.S. DMltlon MIul!Igst' (li3O) 2l/H187 FAX: (530) 225-5413 o 8u.t.lD1 A.DWMS'I'RATION & ~SlUCA1ION _ Z!S<<7II9 FAX: lG3O) 22HID7 May 28, 1999 Mr. Tun Harrison 6436 Clear View Drive Anderso[8, CA 96007 Dear Mr. Harrison: UNDERGROUND STORAGE TANK REMOVAL INVESTIGATION, 24115 CASCADE BOULEVARD, REDDlNG, CALIFORNIA Underground fuel tanks were removed from this site prior to 1978. Excavation oftllne former aanlc area was compl~ed and one soil sample collected on 10/24/94 which indicated petroleum contanlination of the soil. Further investigation of the site was ordered by this offi,ce on 3/17/99. 'SHN Consulting Engineers completed the investigation and prepared a report dated :May 21. 1999. Based on the information provided in this report and soil analysis submitted. no further a.cn:ion will be required. This file is closed:. effective tms date. Nothing in this detenntnation shall construe or be construed as a satisfaction or release from liability from any conditions or claims arising as a result of past. current. or future operations at ~he site. Nothing in this determination is intended Of shall be construed to limit the rights of any parti~> with respect to claims arising out of or relating to, deposit or disposal at any other ~ocatiOtll of substances removed from the site. Nothil1$ in this determination is intended or shall be c::onsttued to preclude the Shasta County Department of Resource Management, Environmental Health Division or any other agency from taking any other enforcement actions. This letter does not relieve the lank owner and property owner of any responsibilities mandated under the California Health and Safety Code. California Water Code. and Shasta. County ordinances if existing, additioll1al, or 'previously unidentified contamination at the site causes or tlu-eatens to cause pollution or nuisance. or is found to )pOse a threat to public health or water quality. Changes in the present land use may require J1i.Jrther assessment and mitigation. TOlllFREIE Access WITHIN SHASTA COUNTY 1-l:lOO-S28Q2850