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Home My WebLink AboutReso 96-028 - Adopting the Diestelhorst Bridge Replacement Nitigation Monitoring Program & Compliance Checklist � � . bank by constructing pile bents to support decicing that would be placed at an elevation high enough to clear the maximum anticipated flows during construction. At each permanent pier site, temporary cofferdams would be constructed by driving interlocking sheet piles into the river bottom. The cofferdams are expected be approximately four feet larger than the pier dimensions to allow for access and construction of forms for the piers. The cofferdams would then be dewatered, and the pier shafts would be excavated approximately twenty feet into the bedrock. Concrete and reinforcing steel cages would be placed into the excavation to displace water, and seal the cofferdam. Water from the excavation would be pumped into settling ponds constructed on shore, to clarify before being discharged back into the river. This discharge would meet turbidity standards specified in the required streambed alteration agreement ("Section 1601 Permit") required by Department of Fish and Game (DFG) and the Central Valley Regional Water Quality Control Board (CVRWQCB). Piers would be formed and remaining structural concrete would be poured in place. After construction of the piers is complete, the cofferdams around the piers would be removed. It is anticipated that the cofferdams would be removed from mid- September to mid-October (when determined by the DFG streambed alteration agreement) to prevent adverse turbidity effects on winter run salmon. Contractor Storage and Staging Areas A proposed parking lot site at the west side of the community garden, and an undeveloped strip of land between the senior citizens facility parking lot and Benton Drive will be made available for the contractor's construction staging area. Air Pollution and Dust Control Air pollution control will conform to Section 7-1.O1F of Caltrans' standard specifications, which states that the contractor shall comply with all relevant air pollution control rules, regulations, ordinances, and statutes. Water Pollution Water pollution control measures will conform to Section 7-1.O1G of Caltrans' standard specifications and California Department of Fish and Game permit requirements. Section 7-1.01G states that the contractor shall exercise every reasonable precaution to protect streams, lakes, reservoirs, bays, and coastal waters from pollution. , . . �:::. .::: RDD100133FA.WPS 4 _ . _. � � ,'. �� .►' Diestelhorst Bridge Replacement Mitigation Monitoring Program and Compliance Checklist Prepared for City of Redding 760 Parkview Avenue Redding, California 96001 Prepared by CH2M HILL 2525 Airpark Drive Redding, California 96049-2478 5VVT30262.AO.MP � • � � , DIESTELHORST BRIDGE REPLACEMENT MITIGATI01�1 MONITORING PROGRAM The Diestelhorst Bridge Replacement Mitigation and Monitoring Program (Program) was prepared in accordance with Section 21081.6 of the California Environmental Quality Act. The Program is separated into two sections. The first section identifies significant impacts and mitigation measures by issue which were specified as part of the Final Environmental Impact Report/Environmental Assessment (SCH No. 88021601). This section also expands on all impacts and subsequent mitigation measures deter- mined appropriate to reduce the impacts to less than significant level. In order to ensure completeness, all significant impacts are identified and described. It should be noted, however, that many of the mitigation measures address more than one impact. Where this is the case, such a mitigation measure need only be implemented once in order to address all of the impacts where it was identified, rather than separately for each impact. In instances where a mitigation measure identified for a particular impact is identical to a measure identified for another impact(s), reference is made to the issue/impact discussion for which the mitigation measure is described. The second section of the Program is in a table/checklist format which summarizes the impact and mitigation sections described in the narrative portion. The checklist is designed to serve as a quick summary guide for each impact. Appendices A, B and C are referenced in the narrative section and apply to mitigation associated with Vegetation, Wildlife and Aquatic Resources, and Visual Resources. In addition to mitigation measures specifically required in the FEIR/EA and subse- quently identified in this Program, Appendix D contains design and construction criteria which are considered part of the project description. . � � Contents Section Page 1 Diestelhorst Bridge Replacement Mitigation Monitoring Program LandUse . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 Public Services and Facilities . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11 Traffic and Circulation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 Noise . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18 Water Quality . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 20 Hazardous Materials . . . . . . . . . . . . . a . . . . . . . . . . . . . . . . . . . . . o . . . e 24 Geology and Soils . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 26 Vegetation, Wildlife and Aquatic Resources . . . . . . . . . . . . . . . . . . . . . . . 30 Visual Resources . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 52 Cultural Resources . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 60 Parks and Recreation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 66 Section 4(� Involvement . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 70 2 City of Redding Mitigation Monitoring/Permit Compliance Checklist 3 Resolution of Redding City Council Adopting Mitigation and Monitoring Program and Checklist Appendix A: Habitat and Replacement Guidelines Appendix B: General Compensation Guidelines for the Valley Elderberry Longhorn Beetle Appendix C: Tree Preservation Map Appendix D: Design and Construction Criteria .. . .... _. .. ._ .... .. RDD100133FO.WPS • � • Section 1 Diestelhorst Bridge Replacement Mitigation Monitoring Program . � . �• DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM 1. ISSUE Land Use Page(s) SA-3 of Draft Environmental Impact Report 2. IMPACT Conversion of .80 Acre Northeast of Diestelhorst Bridge to Bridge Facility (Northern Approach) and Pedestrian/Bicycle Pathway Implementing the project would convert approximately .80 acre northeast of Diestelhorst Bridge from developed parkland to the bridge facility (northern approach) and a pedestrian/bicycle pathway. The pedestrian/bicycle pathway would connect Diestelhorst Bridge to Lake Redding Park in an area currently occupied by grass, picnic tables, barbecues, and several mature trees. The land use conversion would result in marginal loss of established parkland. 3. MITIGATION MEASURE(S) Locate Pedestrian/Bicycle Pathway to Avoid T�ees in Parkland. The city, in conjunction with the consulting engineer, will locate the pedestrian/bicycle pathway to avoid trees as it descends from Diestelhorst Bridge/Benton Drive into Lake Redding Park. The construction plan will clearly illustrate the location of existing trees in the park and the route of the pedestrian/bicycle path. Replace Any 1�ees Removed. The city will replace any trees removed when preserving trees is impossible. The city's parks and recreation director will determine whether specific trees are appropriate for replacement, and the specific species to be used in rep�acement. Construct Replacement Facilities in Lake Redding Park. The city will construct replacement facilities for any facilities lost as a result of the project. This replacement could include: ■ picnic tables, ■ barbecues, and ■ grass areas. 4. MONITORING AGENCY OR PERSON City of Redding Public Works Director City �f Redding Parks and Recreation Director RDD100133F6.WP5 1 � • , ' • DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM 5. IMPLEMENTATION Party: Design consultant under contract with City of Redding or Design Engineer with City of Redding. Start: With project design. Complete: After construction. Monitoring Period: With design and within three months after completion of construction. 6. MITIGATION COMPLETED Name: Date: Parks and Recreation Director Name: Date: Public Works Director . ... .. . _ _ RDD100133F6.WP5 2 . ! � • DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM 1. ISSUE Land Use Page(s) SA-3 and SA-4 of Draft Environmental Impact Report 2. IMPACT Conversion of 1.80 Acres South of Diestelhorst Bridge from Natural Parkland to Bridge Facility (Southern Approach), 12-Space Parking Lot, and Pedestrian/Bicycle Pathway 3. MITIGATION MEASURE(S) Implementing the project would convert approximately 1.80 acres (not including the .3 acre of existing parking lot) south of Diestelhorst Bridge from natural parkland to the bridge facility (southern approach), a 12-space parking lot, and a pedestrian/bicycle pathway. The natural parkland that would be lost is owned by the city and designated as parkland on the city's general plan map. Minimize Losses of Riparian Vegetation. See Vegetation, Wildlife, and Aquatic Resources under "Impact: Loss of 0.80 Acres of Mixed Riparian Forest Habitat" (p. 30). Fully Compensate for Losses of Riparian Vegetation. See Vegetation, Wildlife, and Aquatic Resources detail under "Impact: Loss of 0.80 Acres of Mixed Riparian Forest Habitat" (p. 30). 4. MONITORING AGENCY OR PERSON City of Redding Public Works Director Cit�� of Redding Parks and Recreation Director 5. IMPLEMENTATION Party: Design consultant under contract with City of Redding or Project Engineer with City of Redding. Start: With project design. Complete: Five years after construction. RDD100133F6.WP5 3 • � ! � � � DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM Monitoring Period: With design and within five years after completion of construction. 6. MITIGATION COMPLETED Name: Date: Public Works Director Name: Date: Parks and Recreation Director RDD100133F6.WP5 4 - • �• DIESTELHOR5T BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM 1. ISSUE Land Use Page(s) SA-7 of Draft Environmental Impact Report 2. IMPACT Temporary Inaccessibility to Existing Residences and Businesses on North Court Street Implementing the project would result in temporary inaccessibility to existing residences and businesses on North Court Street as a result of the North Court Street e�ctension. North Court Street is cunently a two-lane street that ends at the former PG&E seivice yard. The project would involve rerouting the street from llth Street northward through the service yard, eliminating access to the residences and businesses north of llth Street during project construction and once the project is completed. 3. MITIGATION MEASURE(5) Ensure Accessibility to Residences and Businesses on North Court Street during Project Construction. The city, in conjunction with the construction team, should ensure accessibility to residences and businesses on North Court Street during construction. 4. MONITORING AGENCY OR PERSON City of Redding Public Works Director 5. IMPLEMENTATION Party: Project Engineer with City of Redding and Project Construction Contractor under contract with the City of Redding. Start: With project design. Complete: After construction. Monitoring Period: During construction. RDD100133F6.WP5 7 . • . � DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM 6. MITIGATION COMPLETED Name: Date: Public Works Director RDD100133F6.WP5 $ i , y� DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM 1. ISSUE Land Use Page(s) SA-9 of Draft Environmental Impact Report 2. IMPACT Increased Proximity to Lake Redding Park The project would extend through the edge of Lake Redding Park, adjacent to picnic tables, barbecues, grass areas, and concrete steps on the river. The roadway would be closer to park users, and increased traffic at greater speeds would occur, resulting in increased noise, dust, and pollution in the park. This impact would reduce the ambience and peacefulness of the park. 3. MITIGATION MEASURE(S) Provide a Landscape Buffer between Proposed Bridge Facility and Lake Redding Park. The city should provide a landscape buffer between the proposed bridge facility and Lake Redding Park. The buffer should be at least 15 feet wide and should extend the length of Benton Drive. The landscape buffer should consist of native and riparian trees and shrubs and should be most dense from the river northward 500 feet. 4. MONITORING AGENCY OR PERSON City of Redding Parks and Recreation Director 5. IMPLEMENTATION Party: Design consultant under contract with City of Redding or Project Engineer with City of Redding. Start: With project design. Complete: After construction. Monitoring Period: With design and within three months after completion of construction. _. .. .._ RDD100133F6.WP5 9 r � • i - DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM 6. MITIGATION COMPLETED Name: Date: Parks and Recreation Director RDD100133F6.WP5 1� . �. I • DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM 1. ISSUE Public Services and Facilities Page(s) SC-2 of Draft Environmental Impact Report 2. IMPACT Potential Disruption of Water Lines in the Sacramento River TYail, PG&E Service Yard, North Court Street, and Benton Drive. During Stage 2, implementation of the project could disrupt use of water lines beneath the PG&E service yard. The PG&E service yard would be graded or otherwise improved to accommodate the North Court Street eactension. This construction activity could disrupt the use of buried water lines and, subsequently, water service to PG&E. During Stage 2, construction of the project could disrupt use of the 6-inch water line located beneath North Court Street. North Court Street and the ROW would be graded or otherwise improved to support the North Court Street extension, which could disrupt use of the water line and water service. During Stages 1 and 2, implementation of the project could disrupt use of the 16-inch water line located beneath Benton Drive. Benton Drive would be graded or otherwise improved to accommodate the northern bridge approach (during Stage 1) and the widening of Benton Drive at Quartz Hill Road (during Stage 2). This construction activity could disrupt use of the water line and water service. 3. MITiGATION MEASURE(S) Relocate Water Lines and Ensure Water Service. The city public works department, in conjunction with the design and construction contractors, will relocate the affected water lines, if necessary, to ensure water service. If water service needs to be stopped for construction purposes, it should be stopped only for a limited amount of time (i.e., 2-3 hours), and the city should notify all users at least 24 hours in advance. 4. MONITORING AGENCY OR PERSON City of Redding Public Works Director 5. IMPLEMENTATION Party: Design consultant under contract with City of Redding or Project Engineer with City of Redding and Project Construction Contractor under contract with City of Redding. RDD100133F6.WPS 11 • ---_ � . � DIE5TELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM Start: With project design. Complete: After construction. Monitoring Period: During construction. 6. MITIGATION COMPLETED Name: Date: Public Works Director RDD100133F6.WP5 I Z _ � • ' !• DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM 1. ISSUE Public Services and Facilities Page(s) SC-8 and SC-9 of Draft Environmental Impact Report 2. IMPACT Potential Disruption of Water Line in Lake Redding Park. During Stage 1, implementation of the project could disrupt use of the 2-inch water line located in Lake Redding Park and, subsequently, could disrupt the provision of water service at the park. Grading activities associated with construction of the northern bridge approach could disrupt use of the water line and water service. 3. MITIGATION MEASURE(S) Relocate Water Line in Lake Redding Park and Ensure Water Service. The city public works director, in conjunction with the construction contractor, will relocate the water line, if necessary. If water service needs to be stopped for construction purposes, it should be stopped only for a limited time (i.e., 2-3 hours), and the city should notify all users at least 24 hours in advance. 4. MOr1ITORING AGENCY OR PERSON City of Redding Public Works Director 5. IMPLEMENTATION Party: Design consultant under contract with City of Redding or Project Engineer with City of Redding, and Project Construction Contractor under contract with the City of Redding. Start: With project design. Complete: After construction. Monitoring Period: During construction. RDD100133F6.WP5 13 - t � � � DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM 6. MITIGATION COMPLETED Name: Date: Public Works Director .. ..... _. ... _ .... RDD100133F6.WP5 14 . --=� l �• DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM 1. ISSUE Traffic and Circulation Page(s) SD-10 and SD-11 of Draft Environmental Impact Report 2. IMPACT Further Degradation of the Eureka Way/Court Street Intersection from LOS D to F With implementation of the project by the year 2000, this signalized intersection would operate at LOS F with a V/C ratio of 1.02, which is considered unacceptable. 3. MITIGATION MEASURE(S) Improve Intersection Capacity. The following improvements should be made to improve intersection capacity: ■ add a southbound left-turn lane by the year 2000 or when warranted, ■ add a westbound right-turn lane by the year 2010 or when warranted, ■ add an eastbound right-turn lane by the year 2010 or when wananted, ■ add a northbound left-turn lane by the year 2000 or when warranted, and ■ provide additional left turn lane (year 2000) on northbound Court Street approaching the intersection, by removing on-street parking from both sides of the street. With additional intersection capacity, the operation of this intersection could be improved to LOS D and V/C ratio of 0.82. 4. MONITORING AGENCY OR PERSON City of Redding Public Works Director 5. IMPLEMENTATION Party: City of Redding. Start: Prior to the year 2000 and 2010 as noted above. Complete: After construction of these future projects. RDD100133F6.WP5 IS • � I .:_ . DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM Monitoring Period: With design and during construction of these future projects. 6. MITIGATION COMPLETED Name: Date: Public Works Director RDD100133F6.WP5 16 --�3, I � � • DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM 1. ISSUE Traffic and Circulation Page(s) SD-11 of Draft Environmental Impact Report 2. IMPACT Further Degradation of the Quartz Hill Road/Benton Drive Intersection at LOS F By the year 2000 under future-year with-project conditions, this unsignalized intersection would operate at LOS F with a reserve capacity of -737, which is considered unacceptable. 3. MITIGATION MEASURE(S) Signalize Intersection. Signalizing the Quartz Hill Road/Benton Drive Intersection would improve the intersection operation to LOS B with a V/C ratio of 0.65. 4. MONITORING AGENCY OR PERSON City of Redding Public Works Director 5. IMPLEMENTATION Party: City of Redding. Start: Prior to the year 2000. Comnlete: After construction of this future project. Monitoring Period: With design and within three months after completion of construction of this future project. 6. MITIGATION COMPLETED Name: Date: Public Works Director RDD100133F6.WPS 17 ' � s,. • • DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM 1. ISSUE Noise Page(s) SF-3 and SF-6 of Draft Environmental Impact Report 2. IMPACT Exposure of Noise-Sensitive Land Uses to Construction Noise Implementing the project would temporarily expose noise sensitive land uses to con- struction noise during project construction. The types of construction equipment used for this project would typically generate noise levels of 80-90 dBA at a distance of 50 feet while the equipment is operating. 3. MITIGATION MEASURE(S) Employ Noise-Reducing Construction Practices. The city will incorporate the following noise-reducing practices into the construction contract: ■ Restrict construction within 1,000 feet of residences to daytime hours. No construction shall be performed within 1,000 feet of an occupied dwelling unit on Sundays, legal holidays, or between the hours of 10 p.m. and 7 a.m. on other days. Any variance from this condition must be approved by the City of Redding. ■ All equipment shall have sound-control devices no less effective than those provided on the original equipment. No equipment shall have an unmuffled exhaust. ■ No pile-driving or blasting operations shall be performed within 3,000 feet of an occupied dwelling unit on Sundays, legal holidays, or between the hours of 8 p.m. and 8 a.m. on other days. Any variance from this condition must be approved by the City of Redding. ■ The noise from any rock-crushing or screening operations performed within 3,000 feet of any occupied dwelling unit shall be mitigated by strategic placement of material stockpiles between the operation and the affected dwelling or by other means approved by the project manager. ■ As directed by the City of Redding, the contractor shall implement appropriate additional noise mitigation measures including, but not limited to, changing the location of stationary construction equipment, shutting off idling equipment, rescheduling construction activity, notifying adjacent residents in RDD100133F6.WP5 1 g - L � � s • DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM advance of construction work, or installing acoustic barriers around stationary construction noise sources. 4. MONITORING AGENCY OR PER50N City of Redding Public Works Director 5. IMPLEMENTATION Party: Project Engineer with City of Redding and Project Construction Contractor under contract with the City of Redding. Start: During construction. Complete: After construction. Monitoring Period: During construction. 6. MITIGATION COMPLETED Name: Date: Public Works Director RDD100133F6.WP5 19 ` / A � � DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM 1. ISSUE Water Quality Page(s) SH-1 through SH-4 of Draft Environmental Impact Report 2. IMPACT Increased Turbidity and Suspended Sediment during Construction Implementing the project would increase turbidity and total suspended solids during construction in the river. Construction activities such as pile driving could result in short-term temporary increases in turbidity and suspended solids concentrations in the water column, possibly violating the Central Valley Regional Water Quality Control Board's (CVRWQCB) basin plan objectives for turbidity and possibly covering salmon redds downstream of the construction area. 3. MITIGATION MEASURE(S) Ensure �rbidity Increases Do Not Exceed 20% of Natural T}urbidity Levels. To avoid or minimize potential impacts on winter-run chinook salmon related to increased turbidity and sedimentation, the city will ensure that turbidity increases do not exceed 20% of natural turbidity levels according to the CVRWQCB water quality objective for turbidity for the Sacramento River Basin. Natural turbidity levels are defined as 0-50 Nephelometric Turbidity Units (NTUs) for the Sacramento River; an NTLT is roughly equivalent to a Johnson Turbidity Unit (JTU) within the range of turbidity in the Sacramento River. (CVRWQCB 1989.) The city is required to consult with the CVRWQCB regarding a Section 401 water quality permit, file an application for a waste discharge permit, and comply with the monitoring and reporting requirements for project construction. The city should retain a qualified water quality specialist to monitor turbidity levels 50 feet upstream and 300 feet downstream of the point of construction activities. Grab samples should be taken four times daily, at times when construction activities potentially have the greatest water quality impact. Increases in turbidity at the downstream monitoring point should not exceed 20% of natural turbidity levels at the upstream monitoring point. If the increase exceeds 20% at any time during construction, actions will be implemented immediately to reduce and maintain turbidity at or below the 20% level. Potential actions include ceasing construction activities until turbidity is at or below the 20% level. This measure should be implemented consistent with requirements of the Department of Fish and Game and CVRWQCB. RDD100133F6.WP5 2� . ._ � r- ' � . • DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM Prepare and Implement an Erosion and Sedfinent Control Plan. See Geology and Soils under "Impact: Increased Soil Erosion and Sedimentation during Project Construction" (p. 26). 4. MONITORING AGENCY OR PERSON City of Redding Public Works Director 5. IMPLEMENTATION Party: Design consultant under contract with City of Redding or Project Engineer with City of Redding and Project Construction Contractor under contract with the City of Redding. Start: With project design. Complete: After construction and after the first winter following construction (March 31). Monitoring Period: With design and at the end of the first winter following construction (March 31). 6. MITIGATION COMPLETED Name: Date: Public Works Director RDD100133F6.WP5 21 I � • _ • . DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM 1. ISSUE Water Quality Page(s) SH-3 and SH-4 of Draft Environmental Impact Report 2. IMPACT Potential Contamination of the Sacramento River from Hazardous Materials Spills and Bridge Stormwater Runoff Implementing the project could contaminate the Sacramento River with hazardous materials spills and bridge stormwater runoff. The project would allow transport of potentially hazardous materials such as gasolines, diesel fuels, industrial chemicals, and other hazardous chemicals. The inadvertent release of these materials following a traffic accident on or near the bridge facility would allow them to drain into the Sacramento River through the bridge drainage system. Additionally, stormwater runoff generated from road surfaces has been found to contain significant amounts of heavy metals such as lead, copper, cadmium, and chromium. 3. MITIGATION MEASURE(S) Design Bridge Drainage System to Avoid Direct Discharge into the River and to Allow for Cleansing of Stormwater Runoff. The city will design the bridge drainage system to avoid direct discharge into the river and to allow for cleansing of stormwater runoff before it is percolated into groundwater or discharged into the Sacramento River. The bridge drainage system should be designed to convey stormwater runoff through a series of conduits to a small retention basin or overland flow area where hazardous materials could be captured for subsequent cleanup or possible evaporation. If a hazardous materials spill were to occur, the small retention basin would store the spilled material and allow more time for the City of Redding Fire Department to respond to the spill before contaminants entered the river. Additional water quality benefits would occur by capturing stormwater runoff generated from the bridge. The retention basin should be designed to store at least a 2-year storm event and be landscaped to blend with the existing area. 4. MONITORING AGENCY OR PERSON City of Redding Public Works Director .. . . ,. . , . , .. .. ... .....:.. . ... .......... RDD100133F6.WP5 22 - � �- . � • DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM 5. IMPLEMENTATION Party: Design consultant under contract with City of Redding or Project Engineer with City of Redding and Construction Contractor under contract with City of Redding. Start: With project design. Complete: After construction. Monitoring Period: With design and during construction. 6. NIITIGATION COMPLETED Name: Date: Public Works Director RDD100133F6.WP5 23 _ � ,,- . � DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM 1. ISSUE Hazardous Materials Page(s) SI-2 and SI-3 of Draft Environmental Impact Report 2. IMPACT Release of Hazardous Materials at Pacific Gas and Electric Company Service Yard during North Court Street Extension Implementing the project could release hazardous materials at the former PG&E service yard during construction of the North Court Street extension. The project would involve constructing approximately 275 feet of new roadway on the abandoned PG&E service center property, requiring the demolition of an abandoned PG&E loading dock. Demolition of the abandoned PG&E warehouse could generate undetermined volumes of airborne asbestos. 3. MITIGATION MEASURE(S) Properly Dispose of Hazardous Materials If Found during a Preproject Design Level II Assessment Study of the Pacific Gas and Electric Company Buildings for Asbestos and Other Potentially Hazardous Materials. Before demolition activities, the city will have a qualified consultant survey the PG&E buildings for asbestos and other potentially hazardous materials. If asbestos or other hazardous materials are found in the building, all such materials should be removed before demolition. A report to the city would be required for review and approval before the commencement of demolition activities. 4. MO1�IITORING AGENCY OR PERSON City of Redding Public Works Director 5. IMPLEMENTATION Party: Project consultant under contract with the City of Redding and Project Engineer with City of Redding. Start: With project design. Complete: After construction. RDD100133F6.WPS 24 1 . � � DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM Monitoring Period: With design and during construction. 6. MITiGATION COMPLETED Name: Date: Public Works Director RDD100133F6.WP5 25 . _. I "`._ � • DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM 1. IS5UE Geology and Soils Page(s) SJ-2 through SJ-5 of Draft Environmental Impact Report 2. IMPACT Increased Soil Erosion and Sedimentation during Project Construction Implementing the project would increase soil erosion and sedimentation during construction. Construction activities would expose disturbed and loosened soils to the elements, which would increase the potential for wind and water erosion regardless of the severity of soil erosion before project construction. Increased wind and water erosion and downstream sedimentation would occur if any soil were left exposed during late winter and early spring (i.e., periods of high precipitation). Increased amounts of concentrated runoff from the road surface would accelerate erosion of soils along the roadway and in the watercourses adjacent to the roadway. Improperly controlled runoff may also cause erosion and piping of fill materials and lead to subsequent failure of the fills. Additional sediment loading of the Sacramento River may adversely affect salmon spawning gravels or water quality. 3. MITIGATION MEASURE(S) Prepare and Implement an Erosion and Sediment Control Plan. The city will prepare and implement an erosion and sediment control plan for all features and stages of the project before grading begins. This plan would meet Caltrans standard specifications and would control short- and long-term erosion and sedimentation, as well as restore preproject topography, water resources, soils, and vegetation. General features of the plan would include, but would not be limited to, the following: ■ Complete revegetation and stabilization of disturbed soils. Reseeding and mulching work will be completed by October 1 of any year following grading. If erosion control practices are not installed by October 1 of any year following grading, exposed soils may require additional treatment following seasonal rains and subsequent erosion. ■ Interceptor ditches to direct water away from the tops of cut-and-fill slopes. ■ Small sediment catchment basins or traps to prevent sediment from being transported away from development sites. The location and size of these basins will be designed to minimize any impacts on riparian areas, wet areas, and the community garden. Types of sediment traps to be considered include _ .... .... _ .. .. ... . ........ RDD100133F6.WP5 2() �� i * . � � DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM filter berms, straw-bale barriers, filter inlets, vegetative filter strips, and culvert risers. ■ Details regarding seed material, fertilizer, and mulching. The seed material will include native plant species and be approved by a revegetation specialist or erosion control specialist. The site-specific, detailed features of the erosion and sediment control plan will be incorporated into the construction contract and specified on the alignment sheets, and will include the following: ■ construct the project and rehabilitate disturbed areas to a uniformly high standard along the entire length of the project alignment, regardless of land ownership (i.e., private, local, state, or federal); ■ restore original contours unless otherwise directed by a geotechnical engineer; ■ salvage, protect, and utilize the highest quality soil for revegetation; ■ provide erosion and sediment control as required; and ■ discourage non-noxious weed competition and control noxious weeds. The following considerations will be used by the city as a guide to develop a final plan once the prefened project alignment has been selected and detailed design work has begun: ■ inform all supervisory construction personnel of environmental concerns, pertinent laws and regulations, and final rehabilitation specifications and design; ■ enforce environmental pro�ection measures in the field during construction; ■ confine all vehicular traffic associated with construction to the ROW or designated access roads; ■ limit disturbance to the minimum necessary to efficiently complete construction activities; ■ clear steep slopes only when construction is scheduled; ■ salvage topsoil only when the soil exhibits good tilth and is moderately dry; RDD100133F6.WP5 27 � , R � � . DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM ■ leave gaps in the spoil pile at drainages to accommodate surface runoff; ■ minimize disturbance of drainage channels; ■ conduct grading away from watercourses to reduce the risk of material entering the watercourse; ■ ensure that channels are not blocked with graded material; ■ direct any necessary trench dewatering onto stable surfaces in a manner that does not cause soil erosion; ■ use bales or silt fences where appropriate; ■ work replaced topsoil with a disc, chisel plough, or similar tool to reduce compaction or crusting before fertilizing and seeding; and ■ leave replaced topsoil in as roughened a condition as possible (i.e., clods) until it is seeded and stabilized to discourage wind erosion (additional stabilization may be required on slopes, in drainages, and near watercourses). The city will develop the plan in cooperation with FHWA, the State Lands Commission, DFG, and other state agencies with jurisdiction. Mitigation measures for bank restoration and revegetation would be included as conditions of the Streambed Alteration Agreement pursuant to Sections 1600-1606 et seq. of the Fish and Game Code. 4. MONITORING AGENCY OR PERSON City of Redding Public Works Director 5. IMPLEMENTATION Party: Design consultant under contract with City of Redding or Project Engineer with City of Redding and Project Construction Contractor under contract with City of Redding. Start: With project design. Complete: After construction and after the first winter following construction (March 31). RDD100133F6.WPS 2g E "; � � DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM Monitoring Period: With design and at the end of the first winter following construction (IVlarch 31). 6. MITIGATION COMPLETED Name: Date: Public Works Director .. _... ...._... _. _ ... . _. .. .. RDD100133F6.WP5 29 � ! � � � DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM 1. ISSUE Vegetation, Wildlife and Aquatic Resources Page(s) SK-2 and SK-3 of Draft Environmental Impact Report 2. IMPACT Loss of.80 Acres of Mixed Riparian Forest Habitat. Implementing the project would result in the loss of .80 acres of mixed riparian forest habitat during Stage 1. The habitat is classified as a sensitive natural community. This classification is supported by: ■ the community's importance to dependent plant and wildlife species, including such special-status species as the valley elderberry longhorn beetle (VELB) and ringtail; and ■ the cunent scarcity and continued decline in abundance of this habitat. 3. MITIGATION MEASURE(5) Avoid and Minimize Losses of Riparian Vegetation. The city will avoid and minimize losses of mixed riparian habitat by: ■ allowing the construction to occur only within the minimum width of the con- struction ROW as determined by the City of Redding Director of Public Works and ■ protecting riparian vegetation not proposed for removal from inadvertent harm or mortality during the construction phase of the project (see Appendix A, "Habitat Protection and Enhancement Guidelines"). Fully Compensate for Losses of Riparian Vegetation. The city will fully compensate for losses of riparian vegetation. To achieve a no-net loss of function and value, the city should replace riparian vegetation at a minimum ratio of 3:1 as requested by DFG to fully mitigate the resources eliminated by the project (Stacey pers. comm.). A potential mitigation site could include the tree-of-heaven habitat in the project vicinity, where this non-native species could be replaced by a mixture of native forest species (see Appendix A, "Habitat Protection and Enhancement Guidelines"). The city will prepare a detailed mitigation and monitoring plan in consultation with DFG and USFWS. The mitigation plan should specify: _. ... .. .. .... ......... _ _. ... . ._..... RDD100133F6.WP5 3� r � , �• DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM ■ a design that retains the continuity of the mixed riparian woodland with adjacent communities along the Sacramento River, ■ the plant species to be planted, ■ planting density, and ■ cultural practices to ensure survival and growth of species. The mitigation plan should also include a monitoring plan that specifies: ■ monitoring frequency, ■ success criteria, and ■ remedial measures that will be enacted if criteria are not met. ' The city would fund the cost of the mitigation plan. Implementing this mitigation measure would result in the loss of at least 2.4 acres in the project vicinity to create the replacement habitat. The existing tree-of-heaven habitat in the project area could be used to reduce this impact to less than significant. 4. MONITORING AGENCY OR PERSON City of Redding Public Works Director City of Redding Parks and Recreation Director The city parks and recreation director will ensure implementation of these measures. DFG should be responsible for monitoring the mitigation, which would continue for 5 years following mitigation implementation. 5. IMPLEMENTATION Party: Design consultant under contract with City of Redding or Project Engineer with City of Redding. Start: With project design. Complete: Five years after construction. .. ... ... _...... _. .. .. _ .. ...... RDD100133F6.WP5 31 � • � DIESTELHOR5T BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM Monitoring Periocl: With design and five years after completion of construction. 6. MITIGATION COMPLETED Name: Date: Parks and Recreation Director Name: Date: Public Works Director RDD100133F6.WP5 32 . • • DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM 1. ISSUE Vegetation, Wildlife and Aquatic Resources Page(s) SK-5 and SK-6 of Draft Environmental Impact Report 2. IMPACT Disturbance to Nesting Cliff Swallows and Barn Swallows under Diestelhorst Bridge. Implementing the project would disturb nesting cliff swallows and barn swallows under Diestelhorst Bridge.during Stage 1. Cliff swallow nests were observed under Diestelhorst Bridge during the site survey. Barn swallows could also nest under the bridge, although none were sited during the survey. Nesting cliff swallows and barn swallows are protected under the federal Migratory Bird Treaty Act. 3. MITIGATION MEASURE(S) Avoid and Minimize Disturbance to Nesting Cliff Swallows and Barn Swallows during Construction. The city will ensure that the construction contractor makes every effort to avoid disturbing any nests from April through July during construction. Cliff swallows and barn swallows nest during this period. The city planning and community development director will be responsible for ensuring that this mitigation measure is implemented and monitored. The city should implement one of the following measures to reduce this impact to a less-than-significant level: ■ Remove all empty nests before the colony returns to the site. The nests should be removed by washing them down with water or knocking them down with a pole and scraper in March when the nests are inactive. Swallows are strongly attracted to old nests or to the remnants of deteriorated nests, so all traces of mud should be removed. Removal must be done weekly to effectively discourage nesting during construction. No permits are required if the nests are inactive. A nest is considered active if it contains eggs or nestlings. ■ If weekly removal is inappropriate for this project, netting the undersides of the bridge would be another option. Remove the nests as described above. To prevent swallows from returning to nest under the bridge, cover the concrete undersides with 1/2- to 3/4-inch-mesh plastic net or poultry wire in March before construction. The netting should be securely anchored to the sides so that no openings are present where swallows might enter. The netting should extend 3-4 inches from the sides of the bridge so that the swallows cannot attach their nests to the net and bridge. The netting RDD100133F6.WP5 33 3 � • DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM should be monitored to ensure its continued integrity. If swallows begin building nests under the bridge, the nests can be washed down before egg laying begins. No permit would be required under these conditions. If egg laying occurs, a permit from USFWS would be required to remove the nest. 4. MONITORING AGENCY OR PERSON City of Redding Public Works Director City of Redding Planning Director 5. IMPLEMENTATION Party: Project Engineer with City of Redding and Project Construction Contractor under contract with City of Redding. Start: Project construction. Complete: After construction. Monitoring Period: During construction. 6. MITIGATION COMPLETED Name: Date: Public Works Director Name: Date: Planning Director ....... ..... _ ... .. .. _ .... RDD100133F6.WP5 34 � � • DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM 1. ISSUE Vegetation, Wildlife and Aquatic Resources Page(s) SK-7 and SK-8 of Draft Environmental Impact Report 2. IMPACT Loss of 1.20 Acres of Oak Forest Habitat. Implementing the project would result in the loss of 1.20 acres of oak forest habitat during Stages 1 and 2. During Stage 1, .65 acre of oak forest would be lost and, during Stage 2, an additional .55 acre would be lost. This habitat is classified as a sensitive natural community. Many plant and wildlife species, including special-status species, are dependent on oak forest habitat, which has shown a significant decline from former distribution levels. The wildlife value of the oak forest habitat is increased by this habitat's proximity to the mviced riparian habitat. 3. MITIGATION MEASURE(S) Minimize Loss of Oak Forest Habita� The city will minimize the loss of oak forest habitat by: ■ allowing construction to occur only within the minimum width of the construction ROW and ■ protecting oak forest vegetation that is not proposed for removal from being inadvertently harmed or killed during the construction phase of the project (see "Habitat Protection and Enhancement Guidelines" - Appendiac A). Fully Compensate for Loss of Oak Forest Vegetation. The city will fully compensate for loss of oak forest vegetation. To achieve a no-net loss of function and value, the city should replace oak vegetation at a minimum ratio of 2:1 in-kind and in the project vicinity (see "Habitat and Enhancement Guidelines" - Appendix A). The city (City of Redding Public Works Department) will submit annual monitoring reports to U.S. Fish and Wildlife Service and DFG for review. A potential mitigation site could include the ruderal habitat in the project vicinity. Implementing this mitigation measure would result in the loss of at least 2.4 acres in the project vicinity to create the replacement habitat. The existing ruderal habitat in the project vicinity could be used to reduce the impact of this mitigation measure to less than significant. RDD100133F6.WPS 35 • � . DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM 4. MONITORING AGENCY OR PERSON City of Redding Public Works Director City of Redding Parks and Recreation Director 5. IMPLEMENTATION Party: Design consultant under contract with City of Redding or Project Engineer with City of Redding. Start: With project design. Complete: Five years after construction. Monitoring Period: With design and within five years after completion of construction. 6. MITIGATION COMPLETED Name: Date: Public Works Director Name: Date: Parks and Recreation Director RDD100133F6.WP5 36 �. . � • DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM 1. ISSUE Vegetation, Wildlife and Aquatic Resources Page(s) SK-8 of Draft Environmental Impact Report 2. IMPACT Potential Loss of Raptor Nests. Implementing the project could result in the loss of raptor nests during Stages 1 and 2. Raptors such as red-shouldered hawks could nest in the project area. Although no nest trees were identified in field surveys conducted for this project in 1990 and 1992 and human activities in the area discourage raptors from nesting, active nests may be located in the project area before construction begins. 3. MI1'IGATION MEASURE(S) During Pmject Construction, Avoid and Protect Active Raptor Nests While They Are Occupied, and Obtain the Approval of DFG before Removing Nest 1�ees. The city will hire qualified biologists to conduct additional preconstruction field surveys for nesting raptors. Although no nests were identified during 1990 and 1992 field investigations, additional surveys are needed because the locations of nests could change by the time construction begins. Surveys must be conducted during the time of year when birds are building and defending nests or when the young are still in nests and dependent on the parents. If a raptor nest is found, the city should implement one of the following measures: ■ Maintain buffers around raptor nest sites while they are occupied. The radius of the buffer will vary depending on the raptor species occupying the nest. Buffer zones should be protected by fences along their perimeters. ■ Pqstpone construction activities until after the raptor breeding season ends (September 15). If removal of a nest tree is required before September 15, consult with DFG; removal of a nest tree may constitute a violation of California Fish and Game Code Sec. 3503.5. Any nest trees removed should be replaced onsite with like varieties. 4. MONITORING AGENCY OR PERSON City of Redding Public Works Director RDD100133F7.WP5 37 � • • DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM 5. IMPLEMENTATION Party: Project Engineer with City of Redding and Project Construction Contractor under contract with City of Redding. Start: During construction. Complete: After construction. Monitoring Period: During construction. 6. MITIGATION COMPLETED Name: Date: Public Works Director RDD100133F7.WP5 3$ • � DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM 1. ISSUE Vegetation, Wildlife and Aquatic Resources Page(s) SK-9 and SK-10 of Draft Environmental Impact Report 2. IMPACT Loss of Elderberry Stems and Potential Valley Elderberry Longhorn Beetle Habitat. Construction of a new bridge downstream of the existing Diestelhorst Bridge would eliminate three elderberry stems greater than 1 inch in diameter and no stems less than 1 inch in diameter. All affected elderberry shrubs would be removed during construction of the new bridge and proposed pedestrian/bicycle trail approach to the existing bridge on the south side of the river. Because of the location of the shrubs, avoidance and protection is infeasible. Other elderberry shrubs in the project area would not be directly affected by the upstream alignment but could be inadvertently disturbed or removed during construction. Dust raised by construction activity during the VELB breeding season could also harm adult beetles and eggs (Nagano pers. comm.). Dust and construction activity could also adversely affect the health of the elderberry shrubs. 3. MITIGATION MEASURE(S) Prepare and Implement a Compensation and Monitoring Plan for the Loss of Elderberry Shrubs and Potential Valley Elderberry Longhorn Beetle Habitat That Cannot Be Avoided. The USFWS requires preparation of a compensation and monitoring plan that reduces potential impacts of a proposed project on VELB and describes mitigation measures to ensure that continued existence of the VELB is not jeopardized. The city will prepare a compensation plan that is consistent with USFWS "General Compensation Guidelines for the Valley Elderberry Longhorn Beetle" (1988, Appendix B). The plan should address the following elements: goals and objectives of the compensation plan, mitigation site location, transplanting and replacement planting, irrigation specifications, maintenance of mitigation site, short- term and long-term protection measures for VELB habitat areas, monitoring plan, and performance criteria (U.S. Fish and Wildlife Service 1988, Nagano pers. comm.). The guidelines call for avoidance of habitat whenever possible. When avoidance is impossible, the guidelines direct that all elderberry shrubs with stems greater than 1 inch in diameter be replaced at a ratio determined by the condition of the affected habitat. The elderberry shrubs potentially directly affected by the project show no evidence of present or past use by VELB; therefore, a replacement ratio of 2:1 would be used to RDD100133F"1.WP5 39 � • • ' DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM mitigate the loss of each elderberry stem greater than 1 inch in diameter (U.S. Fish and Wildlife Service 1988). The 6 replacement seedlings should be grown from seeds collected locally. Seedlings should be grown in 8- to 10-inch bullet tubes or Dee-Pots, and should be a minimum of 8 inches tall when planted. Transplanting efforts will follow the recommended guidelines specified by the USFWS. Other habitat elements (e.g., valley oaks or cottonwoods) may need to be included in the mitigation area to provide suitable habitat for VELB (Nagano pers. comm.). Typically, two valley oaks should be planted for each clump of elderberries planted. The compensation site location should be close to the existing VELB habitat and be able to support VELB habitat in perpetuity. Potential VELB compensation areas include the area east of the Southern Pacific Bridge along the south side of the river, and the area west of the project site along the south side of the river. Human disturbance to the existing elderberry shrubs near the community gardens reduces the quality of this area as a mitigation site for VELB. Selection of the compensation area will be made by mutual agreement between the city, FHWA, and USFWS. The city will ensure implementation of this mitigation measure and provide monitoring reports for USFWS review. 4. MONITORING AGENCY OR PERSON City of Redding Planning Director 5. IMPLEMENTATION Party: Design consultant under contract with City of Redding or Design Engineer with City of Redding. Start: With project design. Complete: Five years after construction. Monitoring Period: With design and within five years after completion of construction. 6. MITIGATION COMPLETED Name: Date: Planning Director RDD100133F7.WP5 4� � � � DIESTELHORST BRIDGE REPLACEMENT MITIGATION MOlYITORING PROGRAM 1. ISSUE Vegetation, Wildlife and �quatic Resources Page(s) SK-10 and SK-11 of Draft Environmental Impact Report 2. IMPACT Loss of .02 Acre of Riparian Scrub Habitat. Implementing the project would result in the loss of .02 acre of riparian scrub habitat during Stage 1. The habitat is classified as a sensitive natural community because of the cunent scarcity and continued decline of this habitat from its former range. Several wildlife and plant species are depen- dent on this habitat, including several special-status species. 3. MITIGATION MEASURE(S) Avoid and Fvlinimize Losses of Riparian Vegetation. See Vegetation, Wildlife, and Aquatic Resources under "Impact: Loss of .80 Acres of Mixed Riparian Forest Habitat" (p. 30). Fully Compensate for Losses of Riparian Vegetation. See Vegetation, Wildlife, and Aquatic Resources under "Impact: Loss of .80 Acres of Mixed Riparian Forest Habitat" (p. 30). 4. MONITORING AGENCY OR PERSON City of Redding Public Works Director City of Redding Parks and Recreation Director 5. IMPLEMENTATION Par[y: Design consultant under contract with City of Redding or Design Engineer with City of Redding. Start: With project design. Complete: Five years after construction. Monitoring Period: With design and within five years after completion of construction. RDD100133F1.WP5 41 � • . DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM 6. MITIGATION COMPLETED Name: Date: Public Works Director Name: Date: Parks and Recreation Director RDD100133F7.WP5 42, � J , • � DIE5TELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM 1. ISSUE Vegetation, Wildlife and Aquatic Resources Page(s) SK-13 of Draft Environmental Impact Report 2. IMPACT Degradation of Chinook Salmon Habitat from Increased Ttirbidity and Suspended Sediment during Project Construction. Implementing the project would increase turbidity and suspended sediment during construction. Construction activities that disturb the streambed or banks would temporarily increase suspended sediment loads and turbidity; longer-term impacts would include sedimentation. F�ccessive sedimentation on spawning gravels would greatly reduce the survival rates of chinook salmon eggs and fry within the gravel. Deposition of fine sediments can also degrade rearing habitat by reducing the abundance and availability of aquatic insects on which young salmon feed. Cover and protection of young salmon from high flows and predators may also be lost or reduced. An extended period of high, suspended sediment concentrations and turbidity could adversely affect feeding, growth, and survival of juvenile chinook salmon by reducing feeding success, causing avoidance of important rearing habitat, and altering the timing of downstream migration. Prolonged periods of increased turbidity could also delay migration of adult chinook salmon to spawning areas. The extent of streambed or bank disturbance caused by increased turbidity and sedimentation is unknown. 3. MITIGATION MEASURE(S) Ensure �rbidity Increases Do Not Exceed 20% of Natural T�rbidity Levels. See Water Quality under "Impact: Increased Turbidity and Suspended Sediment during Construction" (p. 20). Prepare and Implement an Erosion and Sediment Control Plan. See Soils and Geology under "Impact: Increased Soil Erosion and Sedimentation during Project Construction" (p. 20). 4. MONITORING AGENCY OR PERSON City of Redding Public Works Director RDD100133FI.WPS 43 • . DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM 5. IMPLEMENTATION Party: Design consultant under contract with City of Redding or Project Engineer with City of Redding and Project Construction Contractor under contract with the City of Redding. Start: With project design. Complete: After construction and after the first winter following construction March 31). Monitoring Period: With project design and during construction. 6. MITIGATION COMPLETED Name: Date: Public Works Director ... ......... .... ... .-: - . ... RDD100133F7.WP5 _ ......... _ .. . . . � � • DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM 1. ISSUE Vegetation, Wildlife and Aquatic Resources Page(s) SK-13 and SK-14 of Draft Environmental Impact Report 2. IMPACT Loss of Chinook Salmon Spawning Habitat From New Bridge Piers. The placement of bridge piers in the streambed would result in the permanent loss of 176 to 320 square feet of chinook salmon spawning habitat because of displacement by the bridge piers; the area of lost habitat would depend on the bridge design option selected. A 1987 map of spawning substrate in the project area indicates that the pier footings of the proposed bridge alignments would be constructed in areas of favorable substrate (Vogel and Taylor 1987). The presence of the bridge piers will also influence hydraulic and substrate characteristics immediately adjacent to and downstream of the bridge piers, although the effect of these changes on spawning habitat is unknown. 3. MITIGATION MEASURE(S) Compensate for Losses of Spawning Habita� DFG and the California State Lands Commission have authority to require compensation for loss of spawning habitat or land displaced by the project within the bed and banks of the Sacramento River. The City and FHWA will consult with DFG and NMFS to develop a measure to offset the loss of spawning habitat caused by the project. These measures would be included as conditions of the streambed alteration agreement. Potential measures include replacing lost spawning habitat by depositing an equivalent area of spawning gravels in the project area. (Rectenwald pers. comm.). DFG has an ongoing program to replace spawning gravels to compensate for the loss of gravel recruitment because of upstream dams. Replacement will be coordinated with DFG by the City of Redding Public Works Department. 4. MONITORING AGENCY OR PERSON City of Redding Public Works Director 5. IMPLEMENTATION Parly: Project Engineer with City of Redding and Project Construction Contractor under contract with the City of Redding. Start: During construction. RDD100133F7.WF5 45 • • DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM Complete: After construction. Monitoring Period: During construction. 6. MITIGATION COMPLETED Name: Date: Public Works Director RDD100133F'1.WP5 46 • � DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM 1. ISSUE Vegetation, Wildlife and Aquatic Resources Page(s) SK-14 and SK-15 of Draft Environmental Impact Report 2. IMPACT Degradation of Chinook Salmon Habitat from Streambed Disturbance. Imple- menting the project would disturb the streambed. The removal, displacement, or compression of streambed gravels in the construction areas would destroy redds and kill developing chinook salmon eggs and fry. Seismic waves produced by driving sheet pile pipe or installing cofferdams would kill salmon eggs in redds within and adjacent to the construction area. 3. MITIGATION MEASURE(S) Prevent Winter-Run Chinook Salmon from Spawning in the Streambed Area Affected by Construction. The City will ensure compliance with the restrictions and mitigation measure for the various conditions as described below: Condition A If salmon eggs or redds are present in the construction area, then construction in the river will be restricted to September 15 through October 15. Condition B If salmon eggs or redds are not in the construction area, but are located within 200 yards of the construction area, construction of a work bridge, pipe pile bents, and sheet pile cofferdams will be restricted to May through October 15. Driving of heavy support piles, if any, will be restricted to August 15 through October 15. Work in the river, outside of cofferdams, that would disrupt the bottom will be restricted to September 15 through October 15. Condition C If salmon eggs or redds are not located in or within 200 yards of the construction area, then construction of the work bridge and cofferdams and driving of heavy piles will be restricted to May through October 15. Work in the river outside of the cofferdams that would disrupt the bottom of the river will be restricted to September 15 through October 15 only. RDD100133F7.WY5 47 � • ' DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM Measures to Prevent Winter-Run Salmon From Spawning To prevent winter-run salmon from spawning in the work area (Condition B) or within 200 yards of the work area (Condition C), mats will be placed over known spawning habitat. Mats can be placed during April or during a time span specified by DFG in the stream alteration permit. All mats are to be marked by buoys and shall consist of chain link fence or other suitable material approved by DFG. Mats may be removed as the work bridge construction progresses, provided they are not removed until after spawning season. T'he City will consult with DFG and obtain guidance in determining mat construction, mesh size, and placement areas through the streambed alteration agreement. The City will also require the contractor to conduct inspections, maintenance, and replacement of mats (if needed) to ensure the mats effectively preclude spawning. The DFG would be responsible for monitoring this mitigation. Placing mats in the construction area would temporarily reduce the amount of available spawning habitat for winter-run chinook salmon. This temporary reduction is considered a less-than-significant impact because availability of spawning habitat is not cunently limiting the production of these races. The salmon will spawn in other available habitat and, therefore, would not be affected by the temporary loss in habitat. 4. MONITORING AGENCY OR PERSON The City will be responsible for implementing this measure. The City will be responsible for monitoring this measure with DFG ground surveys from the bridge, DFG aerial surveys, and City-sponsored DFG approved diving surveys of the winter- run spawning and redd distribution (Rectenwald pers. comm.). 5. IMPLEMENTATION Party: Design consultant under contract with the City of Redding or City of Redding Project Engineer and Project Construction Contractor under contract with the City of Redding and Department of Fish and Game. Start: With project design. RDD100133F7.WP5 4g • • DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM Complete: After construction. Monitoring Period: During construction. 6. MITIGATION COMPLETED Name: Date: Public Works Director RDD100133F7.WP5 49 ., • • _ DIESTELHORST BRIDGE REPLACEMENT MITIGATION MO1vITORING PROGRAM 1. ISSUE Vegetation, Wildlife and Aquatic Resources Page(s) SK-15 and SK-16 of Draft Environmental Impact Report 2. IMPACT Loss of Rearing Habitat for Chinook Salmon from Loss of Riparian Vegetation. Implementing the project would result in the temporary to permanent loss of shoreline riparian vegetation. Riparian vegetation creates favorable nearshore rearing habitat for winter-run chinook salmon and other salmonids by providing instream and overhead cover and a source of food (i.e., terrestrial insects). 3. MITIGATION MEASURE(S) Avoid and Minimize Losses of Riparian Vegetation. See Vegetation, Wildlife, and Aquatic Resources under "Impact: Loss of .80 Acres of Mixed Riparian Forest Habitat" (p. 30). Fully Compensate for Losses of Riparian Vegetation. See Vegetation, Wildlife, and Aquatic Resources under "Impact: Loss of .80 Acres of Mixed Riparian Forest Habitat" (p. 30). 4. MONITORING AGENCY OR PERSON City of Redding Public Works Director City of Redding Parks and Recreation Director 5. IMPLEMENTATION Party: Design consultant under contract with City of Redding or Design Engineer with City of Redding and Project Construction Contractor under contract with City of Redding. Start: With project design. Complete: Five years after construction. Monitoring Period: With design and within five years after completion of construction. RDD100133F7.WP5 5� . � � DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM 6. MITIGATION COMPLETED Name: Date: Public Works Director Name: Date: Parks and Recreation Director RDD100133F7.WP5 51 - - � • � DIE5TELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM 1. ISSUE Visual Resources Page(s) SLr2 and SIr12 of Draft Environmental Impact Report 2. IMPACT Creation of Disturbed Areas on South Bank Implementing the project would create disturbed areas on the south bank because of project construction from Stage 1. Areas considered disturbed are bare embankment slopes, areas cleared or disturbed for construction equipment, abandoned dirt and paved roads, and areas where trees are removed. These areas are viewed by highway users and highway neighbors, who would experience decreased visual quality. Viewer response to this decrease in quality would likely be negative. Additionally, removing vegetation in the parkway would conflict with community goals. 3. MITIGATION MEASURES(S) Preserve T�ees on Approaches. The city, in conjunction with the construction team, will presetve trees on the southern bridge approach when possible. Tree preservation areas are shown in Appendix C. When tree preservation is impossible, the trees to be removed should be clearly flagged by the parks and recreation director, and the construction contractor should be clearly instructed to remove only flagged trees. Replant T4�ees in All Disturbed Areas. The city will replant trees in all disturbed areas. Disturbed areas include bare embankment slopes, areas cleared or disturbed for construction equipment, and abandoned dirt and paved roads. For abandoned paved roads, the city should remove paving that is no longer used and replant the area with trees. Removal of vegetation, when necessary, should be accomplished by scraping and cutting only and not by grubbing. This will encourage roots to resprout. All replacement vegetation should be irrigated and should consist of native riparian plant species, as addressed in the following mitigation measures. Minimize Losses of Riparian Vegetation. See Vegetation, Wildlife, and Aquatic Resources under "Impact: Loss of 0.8 Acres of Mixed Riparian Forest Habitat" (p. 30). RDD100133F7.WP5 52 � � � DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM Fully Compensate for Losses of Riparian Vegetation. See Vegetation, Wildlife, and Aquatic Resources under "Impact: Loss of 0.8 Acres of Mixed Riparian Forest Habitat" (p. 30). 4. MONITORING AGENCY OR PERSON City of Redding Public Works Director City of Redding Parks and Recreation Director 5. IMPLEMENTATION Parly: Design consultant under contract with City of Redding or Project Engineer with City of Redding and Project Construction Contractor under contract with City of Redding. Start: With project design. Complete: Five years after construction. Monitoring Period: With design and within five years after completion of construction. 6. MITIGATION COMPLETED Name: Date: Public Works Director Name: Date: Parks and Recreation Director RDD100133F7.WP5 53 ^� � � DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM 1. ISSUE Visual Resources Page(s) SL-15 2. IMPACT Altered Views from Residences Overlooking Diestelhorst Bridge Implementing the project would alter views from residences overlooking Diestelhorst Bridge during Stage 1. Residences overlooking the bridge would have views of the new bridge structure, the wider road leading to the new bridge, and the parking lots. Views from residences to the river and from the river to residences would become more open, lowering visual quality for river and park users. Viewer response to this impact would likely be negative. Overall, the physical changes would represent reduced visual quality and character, which conflicts with stated community goals. 3. MITIGATION MEASURE(S) Preserve 1Yees on Approaches. See Visual Resources under "Impact: Creation of Disturbed Areas on South Bank" (p. 52). Replant 7Yees in All Disturbed Areas. See Visual Resources under "Impact: Creation of Disturbed Areas on South Bank" (p. 52). Minimize Losses of Riparian Vegetation. See Vegetation, Wildlife, and Aquatic Resources under "Impact: Loss of 0.8 Acres of Mixed Riparian Forest Habitat" (p. 30). Fully Compensate for Losses of Riparian Vegetation. See Vegetation, Wildlife, and Aquatic Resources under "Impact: I.oss of 0.8 Acres of Mixed Riparian Forest Habitat" (p. 30). 4. MONITORING AGENCY OR PER50N City of Redding Public Works Director City of Redding Parks and Recreation Director RDD100133F7.WP5 54 , � � � DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM 5. IMPLEMENTATION Party: Design consultant under contract with City of Redding or Project Engineer with City of Redding and Project Construction Contractor under contract with City of Redding. Start: With project design. Complete: Five years after construction. Monitoring Period: With design and within five years after completion of construction. 6. MITIGATION COMPLETED Name: Date: Public Works Director Name: Date: Parks and Recreation Director RDD100133F7.WP5 55 � • � DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM 1. ISSUE Visual Resources Page(s) SL-18 of Draft Environmental Impact Report 2. IMPACT Creation of Exposed Earth Cuts on Roadside Implementing the project would create exposed earth cuts on the roadside during Stage 2. Construction of the North Court Street extension would create up to 35- foot-high exposed earth cuts on the roadside. These earth cuts would be viewed by highway users traveling in both directions and by highway neighbors. Both of these viewer groups would experience a decrease in visual quality. The earth cuts would be visible to highway users for only a short duration. Also, highway neighbors would be primarily workers and visitors in a commercial/industrial area, a less sensitive group than local residents. However, the extension would approach an area consisting of several features (the Sacramento River, Diestelhorst Bridge, and Redding's major parks) designated as visually sensitive in the Redding general plan and considered by the community to be significant. 3. MITIGATION MEASURE(S) Revegetate Exposed Earth Cuts. The city will revegetate e�osed slopes with native riparian and oak vegetation. This measure would reduce color and texture contrast with the natural vegetated surroundings. Temporary irrigation should be provided to ensure proper establishment of the vegetation. 4. MONITORING AGENCY OR PERSON City of Redding Public Works Director 5. IMPLEMENTATION Parly: Design consultant under contract with City of Redding or Project Engineer with City of Redding and Construction Contractor under contract with the City of Redding. Start: With project design. RDD100133F7.WP5 56 -� � � DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM Complete: After construction. Monitoring Period: With design and within three months after completion of construction. 6. MITIGATION COMPLETED Name: Date: Public Works Director RDD100133F7.WP5 57 � � � DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM 1. ISSUE Visual Resources Page(s) SI120 of Draft Environmental Impact Report 2. IMPACT Visual Contrast between Replacement Bridge and Diestelhorst Bridge Implementing the project could result in a visual change and possibly a negative response from some user groups, based on the contrast between the replacement bridge and the historic Diestelhorst Bridge. 3. MI1'IGATION MEASURE(S) Complement Historical Elements of the Diestelhorst Bridge with Design Elements of the Replacement Bredge. The city, in conjunction with the consulting engineer, will ensure that the selected design of the replacement bridge : ■ incorporates the broad style and rhythm of the major structural elements of the Diestelhorst Bridge; ■ parallels the line and direction of the Diestelhorst Bridge alignment; and ■ maintains a height, width, and overall mass that is in scale with the Diestelhorst Bridge. 4. MONITORING AGENCY OR PERSON City of Redding Public Works Director City of Redding Planning Director 5. IMPLEMENTATION Party: Design consultant under contract with City of Redding or Project Engineer with City of Redding. Start: With project design. Complete: After construction. RDD100133F7.WP5 5g . � • DIESTELHORST BitIDGE REPLACEMENT MITIGATION MONITORING PROGRAM Monitoring Period: With design and within three months after completion of construction. 6. MITIGATION COMPLETED Name: Date: Public Works Director Name: Date: Planning Director RDD100133F7.WP5 59 /' ,'.� . • � DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM 1. ISSUE Cultural Resources Appendix L - Cultural Resources Studies and Section 106 Compliance Documentation, Draft Environmental Impact Report 2. IMPACT Potential Disturbance of National Register of Historic Properties (NRHP)-Eligible Properly The Finding of Effect document for the proposed project, completed in June 1992, determined that a Finding of No Adverse Effect was appropriate given that the mitigation listed below was implemented during and after construction the project. The e�sting bridge was determined eligible to the NRHP. 3. MITIGATION MEASURE(S) Avoid Physical Destruction or Alteration of the Diestelhorst Bridge. There will be no physical destruction or alteration of the Diestelhorst Bridge. While the placement of a new bridge adjacent will, to a degree, somewhat obstruct one's view of the existing bridge, the distance between the old and new structures will still allow the existing bridge to be viewed as a whole from the opposite side, from high ground, and by motorists using the new bridge. Thus, the Diestelhorst Bridge will not be isolated from its setting, nor will its setting be measurably altered by the placement of a new bridge 50 to 115 feet distant. Maintain Character of the F.uisting Diestelhorst Bridge. The placement of the new bridge will not introduce visual, audible, or atmospheric elements out of character with the property and its setting, since both old and new bridges are designed as structures for vehicular traffic. Indeed, their juxtaposition offers a view of the development of concrete bridge technology over a span of 80 years. Rehabilitate the Existing Diestelhorst Bridge. The Diestelhorst Bridge will be rehabilitated according to the Secretary of the Interior's Standards for Rehabilitation and Guidelines for Rehabilitatin� Historic Buildin�s, using Bridge Replacement funds available up to the cost of demolition; and the proposed rehabilitation includes rehabilitation or replication of original electroliers. Following rehabilitation and replacement, the City will maintain the RDD100133F7.WP5 ()� �, � � � DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM historic bridge for pedestrian and bicycle use in connection with the Sacramento River Trail. Thus, the bridge will not be subject to neglect. Maintain Ownership of the Existing Diestelhorst Bridge. The property will not be transfened, leased, or sold. 4. MONITORING AGENCY OR PERSON City of Redding Department of Public Works City of Redding Planning Director 5. IMPLEMENTATION Party: Design consultant under contract with City of Redding or Project Engineer with City of Redding and Project Construction Contractor under contract with City of Redding. Start: With project design. Complete: After construction. Monitoring Period: During construction. 6. MITIGATION COMPLETED Name: Date: Public Works Director Name: Date: Planning Director . RDD100133F7.WP5 61 � � • . DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM 1. ISSUE Cultural Resources Page(s) SM-4 of Draft Environmental Impact Report 2. IMPACT Potential Disturbance of Undiscovered Archaeologic Sites Implementing the project could disturb any undiscovered archaeologic resources that may be located within the planned construction zone or staging areas. This impact is considered significant because Native Americans intensively used areas in the vicinity of Diestelhorst Bridge, and any prehistoric sites they may have left behind could potentially meet the criteria described above under "Determination of Significance". 3. MITIGATION MEASURE(S) Avoid Disturbance of Any Archaeologic Site Discovered During Construction Activities. A qualified professional archeologist and Native American observer will be present at the time of preliminary construction and ground-clearing activities within the area of the possible Native American burials to monitor for human skeletal remains. The archeologist and Native American obsetver should also be present during vegetation clearing, ground preparation for the bridge approaches, and excavation for bridge abutments. The archeologist should have the authority to halt any aspect of construction to avoid disturbing potential prehistoric resources, including human skeletal remains. If prehistoric resources are found they should be evaluated for their significance and appropriately treated before construction resumes. If any human skeletal remains are noted, construction will halt in the area until these remains can be identified. If Native American skeletal remains are identified, the procedures established by the Native American Heritage Commission will be followed. 4. MONITORING AGENCY OR PERSON City of Redding Public Works Director City of Redding Planning Director RDD100133F7.WP5 62 c � � DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM 5. IMPLEMENTATION Party: Project Engineer with City of Redding and Project Construction Contractor under contract with City of Redding. Start: Project construction. Complete: After construction. Monitoring Period: During construction. 6. MITIGATION COMPLETED Name: Date: Public Works Director Name: Date: Planning Director RDD100133F7.WPS 63 c � � DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM 1. ISSUE Cultural Resources Page(s) SM-5 and SM-6 of Draft Environmental Impact Report 2. IMPACT Potential Disturbance to Native American Burials Implementing the project could disturb possible Native American burials described by a Diestelhorst descendent, that could be located within the planned construction zone or APE. The suspected location of these burials has been tentatively identified and was determined to be located at the edge of, but mostly outside of the AEP and is not expected to be disturbed during construction. This impact is considered significant because Native American burials could potentially meet the criteria described above under "Determination of Significance". 3. MITIGATION MEASURE(S) Avoid Disturbance of Any Archaeologic Site Discovered During Construction Activities. See Cultural Resources under "Impact: Potential Disturbance of Undiscovered Archaeologic Sites" (p. 62). 4. MONITORING AGENCY OR PERSON City of Redding Public Works Director City of Redding Planning Director 5. IMPLEMENTATION Party: Project Engineer with City of Redding and Project Construction Contractor under contract with City of Redding. Start: Project construction. Complete: After construction. Monitoring Period: During construction. .... .............. .. ... RDD100133F7.WP5 64 C � � DIESTELHOR5T BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM 6. MITIGATION COMPLETED Name: Date: Public Works Director Name: Date: Planning Director .. ... ..... ... .. ... ....:.... RDD100133F7.WPS 65 . ::� ► • � DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PItOGRAM 1. ISSUE Parks and Recreation Page(s) SN-2 of Draft Environmental Impact Report 2. IMPACT Disruption of Bicycle and Pedestrian Activities on the Sacramento River T�ail during Construction Implementing the project would disrupt bicycle and pedestrian activities on the northern and southern segments of the Sacramento River Trail. The Sacramento River Trail is used e�rtensively. The project would disrupt the trail and obstruct recreational traffic during construction. The city's policy is to protect and enhance public access along the entire riverfront by providing a pedestrian and bicycle pathway. The loss of public access to the river is an identified public concern. 3. MITIGATION MEASURE(S) Ensure T6at the Sacramento River T�ail Remains Open during Construction. The city should ensure that the Sacramento River Trail remains open during construction by creating safe detours. Adequate notice of unavoidable trail closures should be given, and closures should be restricted to off-peak use periods, such as week-day mornings. 4. MONITORING AGENCY OR PERSON City of Redding Parks and Recreation Director 5. IMPLEMENTATION Parly: Project Engineer with City of Redding and Project Construction Contractor under contract with City of Redding. Start: Project construction. Complete: After construction. RDD100133F7.WP5 66 � • DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM Monitoring Period: During construction. 6. MITIGATION COMPLETED Namc: Date: Parks and Recreation Director RDD100133F7.WP5 67 '- _ � � i � DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM 1. ISSUE Parks and Recreation Page(s) SN-2 of Draft Environmental Impact Report 2. IMPACT Increased Risk of Boating and Swimming Accidents in Lake Redding during Construction Implementing the project would increase the risk of boating and swimming accidents in Lake Redding during bridge construction. During bridge construction, there will be construction equipment and activity in the lake and around the bridge. This construction activity could distract and physically harm boaters and swimmers u► the construction area. 3. MITIGATION MEASURE(S) Place Waterway Markers Warning Boaters and 5wimmers of the Potential HazarcIls Associated with Bridge Construction in the Area. Signs or buoys should be placed in accordance with the requirements specified in Title 14, Article 6 of the California Code of Regulations to warn boaters and swimmers of the hazards caused by bridge construction across the river. 4. MONITORING AGENCY OR PERSON City of Redding Public Works Director 5. IMPLEMENTATION Party: Project Engineer with City of Redding and Project Construction Contractor under contract with City of Redding. Start: Project construction. Complete: After construction. Monitoring Period: During construction. RDD100133F7.WP5 6g � • `• DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONI'I'ORING PROGRAM 6. MITIGATION COMPLETED Name: Date: Public Works Director RDD100133F7.WP5 69 , ' _ \ . • - DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM 1. ISSUE Section 4(� Involvement Page(s) 50-2 and 50-3 of Draft Environmental Impact Report 2. IMPACT Sacramento River T�ail Implementation of the project would result in the disruption of bicycle and pedestrian activities on the northern and southern segments of the Sacramento River Trail during bridge construction. Use of this trail is extensive; obstructing recreational traffic on this trail would reduce current use. The city's current policy on trails emphasizes the protection and enhancement of public access along the entire riverfront by providing a pedestrian and bicycle pathway. 3. MITIGATION MEASURE(S) Ensure That T4�ails Remain Open during Construction. The city will create safe detours of the recreation trail to allow the trail to remain open during construction of the project to the extent possible. Adequate notice of unavoidable trail closures should be made, and closures should be restricted to nonpeak use periods, such as weekday mornings. Provide Safe, Permanent T�ail Passage under Bridge after Construction Phase. The city will include accommodations for recreation trail passage under the bridge on both sides of the Sacramento River in the final design of the project. 4. MONITORING AGENCY OR PERSON City of Redding Parks and Recreation Director 5. IMPLEMENTATION Party: Project Engineer with City of Redding and Project Construction Contractor under contract with City of Redding. Start: Project construction. Complete: After construction. _. ... .. ....... . _. ... ... _. . ... ..... RDD100133F7.WP5 7� , --- � • � DIE5TELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM Monitoring Period: During construction. 6. MITIGATION COMPLETED Name: Date: Parks and Recreation Director RDD100133F7.WP5 71 , '- _ � � • DIESTELHORST BRIDGE REPLACENdENT MITIGATION MONITORING PROGRAM 1. ISSUE Section 4(� Involvement Page(s) 50-5 and 50-6 of Draft Environmental Impact Report 2. IMPACT Lake Redding-Caldwell Park Implementation of the project would result in the loss of approximately 1.2 acres of Lake Redding parkland and facilities. This includes a 0.80 acre grassy area northeast of Diestelhorst Bridge with picnic tables and barbecues, as well as oversized concrete "steps" above Iake Redding east of the Diestelhorst Bridge. These "steps" were formerly used to obseive water-related activities before Keswick Dam was constructed on the Sacramento River, causing a substantial drop in water temperature in Lake Redding and leading to abandonment of the area as a "swimming hole". The concrete "steps" are considered obsolete and a hazard by city officials. A 0.25 acre area of vacant parkland on the west side of Benton Drive, east of the Senior Center would also be used by Alternative 2 as part of the new bicycle path connector to the Sacramento River Trail. In addition, a 0.15 acre strip of established parkland east of Benton Drive and south of Quartz Hill Road would be developed as �enton Road right-of-way. A meandering sidewalk is planned to avoid existing trees in this area. Construct Replacement Facilities on I.and Adjacent to Lake Reddiag. The city will provide replacement park facilities, including picnic tables and barbecues (see Land Use under "Impact: Conversion of .80 acre Northwest of Diestelhorst Bridge to Bridge Facility (Northern Approach) and Pedestrian/Bicycle Pathway" (p. 1). 4. MONITORING AGENCY OR PERSON City of Redding Parks and Recreation Director 5. IMPLEMENTATION Party: Design consultant under contract with City of Redding or Project Engineer with City of Redding and Project Construction Contractor under contract with City of Redding. Start: With project design. Complete: After construction. RDD100133F7.WP5 72 ' . � • DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM Monrtoring Period: With design and within three months after completion of construction. 6. MITIGATION COMPLETED Namc: Date: Parks and Recreation Director RDD100133F7.WP5 73 1 • � . DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM 1. ISSUE Section 4(� Involvement Page(s) 50-6 of Draft Environmental Impact Report 2. IMPACT Diestelhorst Greenway Implementation of Alternative 2 would result in the loss of approximately 1.8 acres on the south bank of the Sacramento River on each side of Diestelhorst Bridge. Most of this land would be southeast of the Diestelhorst Bridge, including a vegetated area and concrete slab, and a 0.25 acre portion of the community garden. 3. MITIGATION MEASURE(S) Minimize I.osses of Riparian Vegetation. See Vegetation, Wildlife, and Aquatic Resources under "Impact: I.oss of .80 Acres of Mixed Riparian Forest Habitat" (p. 30). Fully Compensate for Losses of Riparian Vegetation. See Vegetation, Wildlife, and Aquatic Resources under "Impact: I.oss of .SO Acres of Mixed Riparian Forest Habitat" (p. 30). 4. MONITORING AGENCY OR PERSON City of Redding Public Works Director City of Redding Parks and Recreation Director 5. IMPLEMENTATION Party: Design consultant under contract with City of Redding or Project Engineer with City of Redding and Project Construction Contractor under contract with City of Redding. Start: With project design. Complete: Five years after construction. .. . ... ... . . .. ... :...: ...-..: .: ..:: ....:...:. - RDD100133F7.WP5 74 . ,. :. . . P / ,_ f � � DIESTELHORST BRIDGE REPLACEMENT MITIGATION MONITORING PROGRAM Monitoring Period: With design and within five years after completion of construction. 6. 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U ;a`;<.::>�;::: � o a� Ll � � � z:: �, > � �::::>::»<:<:>::>: � � u u n � �o„ ;<:�::::>a�:<»>:>:::;:>::>: v� .� � a Q W `:<::::>::::A:::::>::««:>:«::: Q U A z __ 1 ''. � • Section 3 Resolution of Redding City Council Adopting Mitigation and Monitoring Program and Checklist ! '� � � Appendiu A Habitat and Replacement Guidelines � � E � • � � Habitat Protection and Replac�anent Guid�lines � PROTECTION � The city should comply with the following guidelines to ensure that riparian and oak vegetation to be preserved is not inadvertently damaged during construction of the replace- � ment bridge, and is protected to the maximum extent feasible: 1. Flag all riparian and oak vegetation to be preserved, before construction begins. � 2. Do not attach signs, ropes, cables, or other items to riparian and oak vegetation. � 3. Do not remove or disturb any of the soil surface within the driplines (tree canopy diameter) of trees. � 4. Do not place any �11 within the driplines of trees. 5. Where soil compaction occurs within the dripline of a tree, take measures to � restore the soil condition, including aeration and permeability. � REPLACEMENT � The city should comply with the following guidelines to ensure that the replacement of oak and riparian habitat fully compensates for the amount of habitat eliminated by the � project. These replacement guidelines focus on the dominant canopy cover species for each. habitat type to ensure that the habitats are quickly established. The understory and less dominant plant species, and v�nldlife using these habitat types, are likely to mvade the � mitigation areas quickly through natural colonization after the dominant species are established. � For establishment to be considered successful, each plant must be self-sustaining for at least 5 years. If mortality causes the number of replacement plants to decline below the mitigation ratio, new plants vv�ll be planted until the nurumum ratio is obtained. All � planting, maintenance, and monitoring of the plants will be supervised by a qualified biologist or restoration specialist fanuliar with the propagation of native oak and riparian vegetation and the assessment of their health and development, in accordance with the � mitigation design and monitoring and reporting plan. � DicsreL�orrt Bridae Habitat Protecdan and RepJaconent GwideBnts Repbeanmt Projar EIR/F.� 1 APril 1993 � -_.,_ .. ..._ __;.,..,,... ... ... ... .. * _ _.. ... ... .. ... ..... ... � . � • � Riparian Habitat • 1. C�ttings will be collected from local native trees during the winter dormant season and soaked in water within 48 hours or moved to cold storage. 2. Before planting, cuttings should be soaked in water (approximately 10 days) to promote swelling and rooting. 3. Cuttings will be planted in irregular spacings. 4. Herbicides, weed mats, browse repellent, and herbivory protection kits will be used if necessary to control competitive weeds, animal browse, and maintain plant vigor. Oak Habitat 1. Acorns will be collected from local trees and planted after they have rooted, during the planting season of November through February. Rooted acorns will be used instead of container-grown oaks because rooted acorns are less likely to be planted with kinked root systems and are, therefore, able to quickly establish deep-tap root systems and become self-sustaining. 2. All oak planting sites will be augured as needed to promote deep root growth. Slow-release fertilizer will be added if needed, and the holes will be back-filled and planted. 3. Seedlings will be irrigated during the growing season with a drip irrigation system. The drip irrigation system will apply at least, the amount and frequency of water needed to promote adequate root growth, thus allowing the trees to survive and grow without supplemental water after 3 years. 4. Herbicides, weed mats, browse repellent and herbivory protection kits will be used if necessary to control competitive weeds, animal browse, and maintain plant vigor. Diau/horsl Bndat Habifat Proucdon and Replacanou�Grid�fina Rep(acanent Project E�t/F.1 2 - / : , r. • Appendix B General Compensation Guidelines for the Valley Elderberry Longhorn Beetle �, I � • • � � July 14, 1988 � ' . General Compensation Guidelines for the Valley Elderberry Longhorn Beetle �� . Avoid Habitat Whenever Possible �' ' 1. Fence__and fla� each clump or cluster of elderberry plants so that the construction crew can avoid the � plants. Brief contractors on the requirements to avoid damaging the plants and the possible penalties for not complying with these provisions. Areas should be signed as necessary ( "This area is habitat of the valley , � elderberry longhorn beetle � a threatened species, and must not be disturbed. This species is protected by the Endangered Species Act of 1973, as amended. Violators � are subject to prosecution, fines and imprisonment:" ) If elderberry bushes cannot be avoided, then undertake � the following : Transplant elderberries � Al1 elderberry plants with evidence of beetle use ( i.e. � emergence holes or presence of adults) will be � transplanted to the compensation site. In some cases, a tree that would be extremely difficult to remove because of access problems or one that is in such poor condition that it is unlikely to survive being transplanted, at � the Service ' s discretion may be exempted from this requirement ; however, stems greater than 1.5 inches in diameter will still require replacement at the given � ratio (see below) regardless of whether or not the tree is transpl.anted. .__ � 1. Timin9.--Elderberries with stems egual to or , greater than 1. 5 inches in diameter should be transplanted when the plant is dormant (approximately November through the first two weeks in February) after � the trees have lost their leaves and, thus, the plants essentially are not transpiring or actively growing. Planting during the non-growing season will reduce the � shock to the plant and increase transplantation success. To attempt to induce more flexibility into the transplantation option, the Service •:•ill review the results of a compensation program sci�eduled to begin in � late summer 1988 using material transplanted during the non-dormant season . Pending review of the results, the Service may modify this requirement so that it is more � flexible. In the meantime � because the present state of 1 � ` , _ _ .-... � � ... � ur knowledge indic� - the likelihood of succe ` ly . transplanting elderL�ies during non-dormancy i�iite small, transplanting should be done during the dormaht � peziod. 2. Procedure to plant elderberry trees and stems. a. Cut tree back to 3 to 6 feet from the ground or to SO percent of its height ( Whichever is greater) by removing branches and stems above this height. The trunk and all stems greater than 1. 5 inches in diameter (measured 1 to 6 inches from the ground surface) will be replanted; b. If evidence of the beetle is present, place cut branches and stems in a pile next to where the elderberry will be transplanted or near elderberries not :to be cut or moved. If no emergence holes or adults are observed during the survey, it is not necessary to move the cut stems. However, if during the course of trimming the trees back, the presence of galleries (tunnels excavated by the beetle larvae inside the elderberry stems and trunks) are detected, then the pruned material should be moved and placed next to the transplanted elderberries. Depending on the larval stage, some larvae may continue to develop and eventually emerge from the pruned material; c. Excavate a hole 3 to 4 feet deep to -receive the planting; d. Dig plant up using Vemeer spade, backhoe, front end loader, or other suitable equipment, taking as much of the root ball as possible, and replant immediately at the compensation site. Move plant only by the root ball. If the plant is to be moved and transplanted off site, wrap the root ball in burlap and secure with wire. Dampen burlap with water, as necessary, to keep root ball wet ; e. Construct a circular water retention basin from the excavated earth about 8-10 feet in diameter and 12 to 14 inches high. In the center of each water basin, plant the main trunk of an elderberry. After removing the burlap and wire ( if any) , plant the root ball so it is level with the existing ground. Compact ' the -soil sufficiently so that settlement does not occur. Other stems that have been rooted should be planted in � the water basins at a rate of either 6 stems (non- dormant season) or 3 stems (dormant season) per basin with stems about 3 feet apart around the circumference , of the basin. These stems should be planted about 3 to 4 feet from the main trunk. The higher number of stems (6 per basin plus trunk) is required if the Service approves transplantation during the elderberry� growing season ; f. Saturate soil with water (water basins should � 2 s � r� �� . be spaced 35-40 t .part) . Do not use fer � rs or su lement�r paint the tips of stems�th other pp pruning substance as the effects of these compounds on the beetle are unknown ; g. Monitor to ascertain if additional watering is necessary: l�, � 1. if sandy, well-drained soil, plants may need to be watered wee kly or possibly tWice monthly ; 2, if clay, poorly-drained soil, it may not � be necessary to water after the initial saturation. + i A drip Watering system and timer would be ideal. � However� in situations waratushmaylbenused ssible, a water truck or other app 3. Procedure to plant additional stems.--Each stem 1.5 � inches or greater in diameter that is moved or destroyed will be replaced in the area selected as the compensation site using a ratio from 2:1 to 5:1. This �� replacement requirement applies even if the trunk and associated stems are transplanted. Replacement stock may be obtained from a variety of sources Srunedsfrom � nursery stock or material transplanted or pendent upon the elderberries on site. The ratio is dep the habitat quality and quantity and is determined as � follows: Ratio of 2: 1 In situations invc�lving clusters of elderberries a cluster is defined as a group of stems � the majority �of which are less than 1.5 inches in diameter, with no main trunk; if the diameter of most a stems is larger than this, it is treated as a clump; clump is defined as usually having one main trunk often with a diameter more than 3 inches, with .smaller or equal sized stems surrounding it . Clusters represent young trees and do not have as high a potential for current beetle use as do stems uith larger diameters. Usually there is no evidence of beetle use in these young stems. Clusters, however, can rapidly mature to a size Where beetle use would be anticipated. Ratio of 3:1 Medium sized trees with stemresent as diameters 1.5 inches or greater. Beetles are p evidenced bY emerqence holes , but occur in less than 50 ___ percent of the clumps. or clusters. Ratio of 5-1 Good quality habitat with beetle emergence hole_s_z rPsent in more than 50 percent of the clum s. Prime trees may be characterized as tall ( i .e. , 30 feet or more) � with old stumps ( more than 3 inches in diameter) , and with about 30 to 50 percent ea im s. 3 / : • - Zn situations wheL..�e ratio based on the si2�� the stems is at variance with the percent of the clumps . � occuaied by beetles, the latter criterion will prevail in determining the replacement ratio. Replacement stems can be obtained from the pruned material when the above referenced trees are transplanted. Also, root cuttings� seeds planted in bullet tubes, or small sucker shoots can be used. Each plant can be placed in a small hole or a number of plants can be planted in a furrow to facilitate watering. Regardless of the planting regime, these plantings should be monitored and watered as described above to enhance establishment. Example 1 Total number of elderberry clumps/clusters 20 Number of clumps/clusters with ev:idence of==�VELB aP12� Number of stems greater than or equal to 1.5 in. 100 Compensation: Replanting with 500 •stems (ratio of 5:1) , transplant :l2 elderberries. Example 2 " -�� . '- Total number of elderberry clumps/clusters � r10 Number of clumps/clusters with evidence of YELB 0 Number of stems greater or equal to 1.5 in. � Compensation required - None:; Example 3 -Total number of elderberry clumps/clusters 5� Number of clumps/clusters with YELB Numbers of stems greater or equal to 1.5 in. 15 Compensation required: Plant 30 stems (ratio 2:1) . ' Example 4 � Total number of elderberry clumps/clusters 25 :Number...of clumps/clusters with� VELB �'�"' Number of stems greater or. equal to 1. 5 in. 150 . Compensation required : Plant 450 stems (ratio 3:1) and transplant 7 el�derberries. Monitoring Program All plantings on the compensation sites will be monitored during the growing season (March - September) to ascertain survival and growth rates for a period of five years from the date of the transplant. Results will be furnished the Service in a yearly written report, including dates of watering , growth rates , and mortality figures as well as a map of the site with an overlay of the transplanted stems and their status. 4 .. .. ... ..... ............ .. Replacement Prog� for Mortality � � Plants that die or appear stunted or otherwise non- vigorous will be replaced on a yearly basis so rhat at the end of five years, the overall survival rate will be SO percent. T e Service will accept as a minimum the Fo1loWing plant mortalities uithout the need for replacement: at the end of the first ear -- 5 percent of the number of original p an s ; at the end of the � secon year -- 0 percent o e original plants; at the end of the third and fourth years--15 percent of the original plants; and at the end of the fifth year--20 percent of the original plants. Plant m . ctality less than the above rates does not relieve the project proponent or delegated representative of the responsibility to maintain all viable plantings. The Service will make the determination as to the compensator' s replacement responsibilities arising from circumstances beyond its control such as plants damaged or killed as the result of severe flooding or vandalism. Selection of Compensation Sites for Transplantation and Revegetation Sites for transplanting and revegetating elderberries must be selected so that future protection of the plants is assured. For example� this assurance could entail the project proponent obtaining a conservation easement for the property or purchasing it and deeding the property to a governmental entity to manage to maintain the habitat. Sites, in general, should be as close to the zone of impact as possible to reduce habitat . fragmentation and subpopulation isolation. The Service should approve the location of the compensations site(s) prior to initiation of the revegetation effort. Preference for Avoiding the Habitat If trees are transplanted during the non-dormant season such as March or April and beetles are in the larger pruned limbs, these larvae probably will succumb iF they are below the fifth larval instar in development. Should the transplantation be done, say in late summer� all larvae within the pruned material will die regardless of the . stage of development. If the transplantation is done during the dormant season, any larvae in the part of the tree that is transplanted have a reasonable chance of survival if the tree lives. The same is true of any larvae located within the pruned material provided that they are in the fifth instar or pupal stage. Larvae in earlier developmental stages will die of desiccation, starvation, or predation. Therefore, it is of the utmost importance to avoid affecting elderberry plants wherever possible to minimize the impacts of incidental take. 5 ' � . / — - ' � Future Revisions � - Revegetating c+ith elderberries and the responses of the beetle to such revegetation efforts is a relatively ne�+ procedure. As data become available on which to evaluate this technique� revisions to these guidelines are anticipated. Service Contact These guidelines were prepared by Dr. Kay Franzreb, ' Endangered Species Office, U.S. Fish and Wildlife Service, 2800 Cottage Way� Room E-1823, Sacramento, California 95624. Please refer any questions on these guidelines to her at the above address or call (916) 978-4866 or FTS 460-4866. � / � i j i• ;lir� '� � :�; 6Q2.6 � � / /� �l'�/ �� \ (�,7// // �� C' C \ //� %/', /j : ( /j��\\ �,�� ' C 7 \ // //� !�� I ,�/�i %/11�`� � �/i /�/��1� � //i� � //I� ♦ � . 503.t %% �j /I�ll� 5p p I � . �,�7 8/ %%�� \�` 500.8 '� ii% �� !�� i , �i�� \ �\ � J i/i/'��: '\ � � '\ // i ///// �/! �I 1�1 CO C : 499.6 ///// \` ��;,� �i ��i i � �iiii,�? �� i�� o ,,, � � ��//�i�lri�i�i n�ii�� .3s.�i3��--- �('�'fll;'�1 I��II�� ---'--_ 501.8 1��11�5�6�4 II��1/ 4 6.9 i� �i�� 11��\`�',��j�j,�/ �� =�`\ ��/�� N `-----� ` �� ' '--- �� I� %�� ONC: STEPS i _ � I � i Q W � .-� a � C p Z � . E O *' fN � � � �� '��NG �� a./��`��-,-r, �� Uj Q �� J G `"�"y�-�„ Q (L� - =`— N -�`za.ar:e� � �— U -L � � :.� � ,r � �' ,•�:, ,� . a �Ns� 7REF: :v� �p , t' e sc�;lsr � f Q �'- ..9 ! i� � '��\�"� �� .,.,�1.`�.^'\� . .� (�, � � W � � `- � � ' ..% P �r''<,� ,.�+ � ��y'�� N � � :)NC � �• /f�-� \(�^ \ � '�i--� � � N � �N ea J�� 1 " �.. � p ,i + N � �•,._ � �t.. �� { � � ,Itil I � � _. � ..�� 4�.:,::- - .�:_` �.._, � .�; � � .. �, -��_�: _ �� , ...�.�.� : � : ' � '�i 1?� t .-.r-t 3�' _, r ' Z i s N i H i" f� � `1. .�' � W � �`•��1'u r-+ /� � Q � �� a�^ �; L ; � � , Q �j � o ; -�,.a c � � � � �� g � � � .�.�i � � � . ' , -� _ � � Z \ � �� I 4. .9 I � � \ (� � 1 � � � _ � �� / a��.c N „�.�, - _ �� :d .� �� , c.�_ .., � � ' `�'�,; � se��_�• �.'�� _�.��, � ,,`� `� � . '� ti, �\� ,__._ � ��.`�^�, �,�� ;. � ��-�^�l`� �, .\. '`�;� � �\_ �y�•e\�� .�j ` �:,N� t \ .. ' '�,../��" �;. � .`� \ ,� •�� N . .•, �=• '\ ` .� �� > �.. ��,� ��'•� � �� .� . . � _�' .,' �_ ' � � � � ., l "T �tiy,^ \ �\ � 1 r : J �� y `� � � ' �\ ,/ � ` 1 � �`�? �� i.0 fV��i� .�`�j� 1.�. \„`� J � • ..s:i��` �� "`� }a' �,'�-' .•.��. � 'y' � �\\c. ��\ . � /(i �'�'+�_ �. � t ��`�. `ti. ��\Gthc2`7f:�C;"61�.6 ' Fr /� � `� ` �� BRU'.��;:'� �. ��_ � �. � ;: . N -�..�'``.;�:�.��a /`�.�,��;. 2 �j �I. ei � i � ,� _ � � .� Appendix C Tree Preservation Map �� Appendix D Design and Construction Criteria � • + . . DESIGN AND CONSTRUCTION CRITERIA The following design and construction criteria were provided by the city's consulting engineer and are to be considered part of the project description. Design Criteria Design specifications, including horizontal and vertical roadway alignment geometry, were developed based on: ■ American Association of State Highway Transportation Officials (AASHTO) Standard Specification for Highway Bridges, thirteenth edition, with interims as amended by Caltrans (June 1990); ■ Caltrans bridge planning and design manuals; and ■ city requirements and specified vehicle design speed of 40 miles per hour (mph). Roadway Curve. AASHTO standards for low-speed urban streets require a minimum horizontal curve radius of approximately 675 feet for a crowned roadway, and a maximum recommended grade of 7% for level terrain. Sag vertical curve lengths were determined based on headlight sight distance. Width. The typical roadway width between curbs is 56 feet, matching the width of North Court Street. A 56-foot width allows for three 12-foot traffic lanes (one lane in each direction and a left-turn lane), two 8-foot-wide shoulders, and two 2-foot wide gutters. Curb, gutter, and sidewalk were included in the North Court Street e}rtension to the Riverside Drive intersection on the right, and to the proposed trail parking area on the left. The distance from the face of the curb to the toe of the cut or top of the fill slope (hinge point) is 10 feet, making the total roadway prism 76 feet wide. Recommended cut slopes are 1.5:1 and fill slopes are 2:1 (horizontal:vertical). The approach width nanows from 56 feet to 40 feet to match the clear width of the structure. The distance from the edge of the pavement to the top of fill is 8 feet on the bridge approaches, providing a roadway prism width of 56 feet at the bridge. Guard railing will be placed wherever fill slopes exceed 10 feet in height. . . _, .._:.._,..... . ... . . ... _.. .. - ... RDD100133FAWP5 1 .. . � � . Bridge Width. The bridge roadway width is 40 feet between bridge railings. The 40- foot-wide roadway provides for two 12-foot traffic lanes and two 8-foot-wide shoulders. Profile. The bridge profile for the arch alternative is controlled by the 100- year water surface elevation of 493.5 feet. The bearings of the arches are to be set above the base flood level at 494.5 feet. The deck is 21 feet above the arch bearings, so the minimum deck elevation is 515.5 feet. The other main consideration is the crest vertical curve, which must be designed so that touchdown requirements can be realized at Riverside Drive on the south and at the park entrance on the north approach. Load. Design live load is AASHTO HS20-44 and Caltrans permit design live loads (P13). Seismicity. The bridge will be designed to meet all Caltrans and AASHTO standard seismic construction and design code requirements to prevent collapse and minimize structural damage from ground shaking and liquefaction. 5acramento River TYail. The crossing will provide for undercrossing a 12-foot- wide trail on both banks as part of the Sacramento River Trail system. Railings. The bridge railings will be concrete barriers, with an exterior architectural treatment. Foundation. Pier foundation recommendations are spread footings or pier shafts in rock. Abutments are to be supported on cast-in-drilled hole concrete end bearing piles in rock. Other Bridge Criteria. Aesthetic and historical considerations require that the new bridge design not mimic, but complement, the old bridge design (reference discussion of historic resource considerations in Appendix L - EIR/EA and Mitigation and Monitoring Program). The new bridge should be constructed of similar material, should not tower over the old bridge, and should not detract from the appearance of the existing bridge. The new bridge will be constructed with conventional concrete, which is light grey, neutral, and nonreflective. Other Design Considerations Drainage. An e�dsting cemented, cobble-lined open channel begins about 700 feet southwest from a bridge crossing on Riverside Drive. This channel drains to a bridge at Riverside Drive, then north in a ditch and a concrete arch pipe to the river. ... .... �. .. ... ... , RDD100133FA.WP5 2 � � � � The arch pipe has failed and water has eroded silt from under the old concrete dance pavilion, causing it to partially collapse. A new storm drain system will replace the existing system and will be designed to convey flows from the e�sting storm drainage system and collect additional flow from the project. A positive drainage system will be constructed in the lower river trail parking lot, on the south side of the river, to help control an existing mosquito breeding problem. Preliminary estimates of pipe sizes were based on increasing the size of existing facilities to accommodate the additional drainage area. Erosion Control Revegetation and Landscaping. Erosion control measures, such as slope planting, will be provided in the final design for all cut-and-fill slopes and open channels. Exposed slopes will be revegetated with riparian and native oak tree plant materials and hydroseeded with native grasses. Temporary erosion and water pollution control measures for construction will be identified in the construction contract specifications. Street Lighting. Street lighting will be installed on the road approaches and intersections in accordance with city guidelines. The type of street light standard has not yet been selected by the city. Selection of the light standard will depend on aesthetic and cost considerations. Street lights are not required to be placed on the bridge. Right-of-Way. Right-of-way (ROW) will be defined and acquired only between North Court Street and Riverside Drive. The project will be constructed on city- owned property from Riverside Drive north to Quartz Hill Road. ROW width along the North Court Street extension will vary; the minimum width will be 80 feet. ROW will extend 15 feet outside of cut-and-fill slopes to allow for slope rounding and to provide access for future maintenance. Construction Criteria Specifications Construction specifications would be in accordance with Caltrans' standard specifications in force at the time of contract award and Caltrans' standard special provisions. Pier Construction Access to the permanent bridge pier construction sites will be accomplished over a temporary work bridge. The work bridge would be extended from the river . .. .... _ .. . . ... -_ _ :.... _. RDD100133FA.WPS 3 . _. ... ..• . ... ... ::... ... _ .:. -... : � • . bank by constructing pile bents to support decking that would be placed at an elevation high enough to clear the maximum anticipated flows during construction. At each permanent pier site, temporary cofferdams would be constructed by driving interlocking sheet piles into the river bottom. The cofferdams are expected be approximately four feet larger than the pier dimensions to allow for access and construction of forms for the piers. The cofferdams would then be dewatered, and the pier shafts would be excavated approximately twenty feet into the bedrock. Concrete and reinforcing steel cages would be placed into the excavation to displace water, and seal the cofferdam. Water from the excavation would be pumped into settling ponds constructed on shore, to clarify before being discharged back into the river. This discharge would meet turbidity standards specified in the required streambed alteration agreement ("Section 1601 Permit") required by Department of Fish and Game (DFG) and the Central Valley Regional Water Quality Control Board (CVRWQCB). Piers would be formed and remaining structural concrete would be poured in place. After construction of the piers is complete, the cofferdams around the piers would be removed. It is anticipated that the cofferdams would be removed from mid- September to mid-October (when determined by the DFG streambed alteration agreement) to prevent adverse turbidity effects on winter run salmon. Contractor Storage and Staging Areas A proposed parking lot site at the west side of the community garden, and an undeveloped strip of land between the senior citizens facility parking �ot and Benton Drive will be made available for the contractor's construction staging area. Air Pollution and Dust Control Air pollution control will conform to Section 7-1.O1F of Caltrans' standard specifications, which states that the contractor shall comply with all relevant air pollution control rules, regulations, ordinances, and statutes. Water Pollution Water pollution control measures will conform to Section 7-1.O1G of Caltrans' standard specifications and California Department of Fish and Game permit requirements. Section 7-1.O1G states that the contractor shall exercise every reasonable precaution to protect streams, lakes, reservoirs, bays, and coastal waters from pollution. ... _... . .. _. - :.. - RDD100133FA.WPS 4 .. .. .... :.... ... ... ... ... ' � � Detours Public access would be permitted to the Sacramento River Trail during construction. The existing bridge would remain open to trail traffic during construction of the bridge. Vehicular traffic would be permitted to use the existing bridge during construction of the new bridge but would be detoured onto North Market Street during construction of the approaches. Utility Relocation A 16-inch water line and a 4-inch gas line are located on the upstream and downstream sides, respectively, of the existing bridge. These lines would be relocated onto the new bridge. The e�sting power to the old bridge would be maintained for lighting. City.of Redding power lines on the south approach would need to be relocated for construction of the new approaches. Two 6-inch conduits, one 4-inch conduit, and one 2-inch conduit would be required in the bridge structure and in new road construction to accommodate future electric facilities. Pacific Gas & Electric Company (PG&E) may also be interested in placing a natural gas line casing on the new bridge. _. . .. _ , . .. _ .. :::.::.: : ::....::.:. .. ...:::::. .:: .. ........ RDD100133FA.WPS 5 � �