Pleasant Valley Road Bike Lanes Project Reg. Meas. ID: 455843 Attachment D Place ID: 893481
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quality objectives (Basin Plan, pages 3-33 & 3-45). Water Code section 13264 prohibits any discharge that is not specifically authorized in this Order. Failure to appropriately manage site conditions has the potential to result in a discharge that exceeds water quality objectives, which is prohibited by the Clean Water Act, Antidegradation Policy and Water Code section 13263.
Hazardous Materials
These conditions are required pursuant to the Los Angeles Basin Plan (toxicity objective, page 3-40), and the Policy for Implementation of Toxics Standards for Inland Surface Waters, Enclosed Bays, and Estuaries of California (SIP), which prohibit the discharge of substances in concentrations toxic to human, plant, animal, or aquatic life. Toxic compounds can impair the beneficial uses of cold freshwater habitat, estuarine habitat, marine habitat, preservation of rare and endangered species, fish migration, fish spawning, warm freshwater habitat, and wildlife habitat. Conditions related to toxic and hazardous materials are necessary to assure that discharges comply with any water quality objectives adopted or approved under sections 13170 or 13245 of the Water Code.
Conditions related to concrete/cement are required pursuant to the Los Angeles Basin Plan, which require discharges to waters do not adversely raise or lower pH levels (Basin Plan, page 3-40). Water Code section 13264 prohibits any discharge that is not specifically authorized in this Order. The release of hazardous materials has the potential to result in a discharge that exceeds water quality objectives, which is prohibited by the Clean Water Act, the Antidegradation Policy, the Los Angeles Basin Plan, the ISWEBE Plan, the Dredge or Fill Procedures and Water Code section 13263.
Invasive Species and Soil Borne Pathogens
Soil borne pathogens cause disease and death to native plants, agricultural crops, and ornamental plants. Non-native invasive plant species can alter ecosystem processes such as nutrient cycling, hydrological cycles, and frequencies of wildfires, erosion and sediment deposition. They interfere in ecosystem functions by outcompeting and displacing native plants and animals, by providing refuge for non-native animals, and by hybridizing with native species.
Invasive species and soil borne pathogens adversely affect beneficial uses designated in the Los Angeles Basin Plan, such as RARE (rare, threatened, or endangered species), WILD (wildlife habitat), and BIOL (preservation of biological habitats of special significance). (Basin Plan, page 2-7 & 2-8).
Invasive species and soil borne pathogen control practices prevent their uncontrolled spread to waters of the state and are necessary to assure that the discharge from the proposed project will comply with water quality objectives established for surface waters. The spread of soil borne pathogens devastates host species populations in riparian ecosystems, such as Phytophthora lateralis, the cause of Port Orford cedar root disease, and threatens the stability of native and commercial cedar populations worldwide. Invasive weeds degrade physical and chemical water quality characteristics, and overgrown vegetation reduces special species habitat and reduces aquatic resource capacity.
Furthermore, in State Water Board Resolution No. 2017-0012, the State Water Board resolved that the state shall update plans, permits, and policies to improve “ecosystem resilience to the
Pleasant Valley Road Bike Lanes Project Reg. Meas. ID: 455843 Attachment D Place ID: 893481
File No. 24-026
impacts of climate change, including but not limited to actions that protect headwaters, facilitate restoration, enhance carbon sequestration, build and enhance healthy soils, and reduce vulnerability to and impacts from fires.”
Water Code section 13264 prohibits any discharge that is not specifically authorized in this Order. The presence of invasive species and soil borne pathogens has the potential to result in a discharge that exceeds water quality objectives, which is prohibited by the Clean Water Act, the Antidegradation Policy, the Los Angeles Basin Plan, the ISWEBE Plan, the Dredge or Fill Procedures and Water Code section 13263.
Post-Construction Stormwater Management
The conditions are necessary to confirm that the best management practices required under this order are sufficient to protect beneficial uses and water quality objectives. Post-rain erosion and sedimentation problems can contribute to significant degradation of the waters of the state; therefore, it is necessary to take corrective action to eliminate such discharges in order to avoid or minimize such degradation. Implementation of control measures and best management practices described in the conditions is necessary to assure compliance with water quality objectives, including for floating material, temperature, solid, suspended and settleable material, and turbidity (Basin Plan, page 3-33, 3-44, 3-44, 3-46). Water Code section 13264 prohibits any discharge that is not specifically authorized in this Order. Rain events have the potential to result in a discharge that exceeds water quality objectives, which is prohibited by the Clean Water Act, the Antidegradation Policy, the Los Angeles Basin Plan, the ISWEBE Plan, the Dredge or Fill Procedures and Water Code section 13263.
Roads
The conditions related to roads are necessary to assure that the activities are minimally impacting and comply with water quality objectives. Activities related to road construction or maintenance commonly require grading, construction, excavation, and vegetation removal, and may result in erosion and increased sediment loads, turbidity, etc., that adversely affect water quality. These conditions are required to assure that the discharges from such activities do not exceed water quality objectives established in the Los Angeles Region’s Basin Plan and/or other applicable statewide plans and policies, including water quality objectives for color, floating material, oil and grease, pH, solid, suspended or settleable materials, temperature, taste and odor, and turbidity. (Basin Plan, pages 3-32, 3-33, 3-34, 3-40, 3-44, 3-44, 3-44, 3-46) These conditions are also necessary to assure that activities related to road construction or maintenance do not create physical barriers to fish passage and spawning activities or degradation associated with hydromodification. Water Code section 13264 prohibits any discharge that is not specifically authorized in this Order. Activities related to roads have the potential to result in a discharge that exceeds water quality objectives, which is prohibited by the Clean Water Act, the Antidegradation Policy, the Los Angeles Basin Plan, the ISWEBE Plan, the Dredge or Fill Procedures and Water Code section 13263.
Sediment Control and Stabilization/Erosion Control
Conditions related to erosion and sediment control design requirements are required to sustain fluvial geomorphic equilibrium. Improperly designed and installed BMPs result in excess
Pleasant Valley Road Bike Lanes Project Reg. Meas. ID: 455843 Attachment D Place ID: 893481
File No. 24-026
sediment, which impairs surface waters, adversely affect beneficial uses, and results in exceedance of water quality objectives.
Conditions on projects that result in a hydromodification to a water of the state are necessary to assure that the discharge from the proposed project will comply with water quality objectives established for surface waters. Hydromodification is a general term that encompasses effects of projects on the natural hydrologic, geochemical, and physical functions of streams and wetlands that maintain or enhance water quality. Improper project design and installation of any project that results in a hydromodification to a water of the state may trigger bank failure and channel incision which results in excess sediment impacts to downstream beneficial uses. Water Code section 13264 prohibits any discharge that is not specifically authorized in this Order. Erosion has the potential to result in a discharge that exceeds water quality objectives, which is prohibited by the Clean Water Act, the Antidegradation Policy, the Los Angeles Basin Plan, the ISWEBE Plan, the Dredge or Fill Procedures and Water Code section 13263.
Wildlife and Special Status Species
Pursuant to the California Endangered Species Act (Fish & Wildlife Code, sections 2050 et seq.) and federal Endangered Species Act (16 U.S.C. sections 1531 et set.), the Order does not authorize any act which results in the taking of a threatened, endangered, or candidate species.
In the event a Permittee requires authorization from the state or federal authorities, California Code of Regulations, title 23, section 3856(e), requires that copies be provided to the Los Angeles Water Board of “any final and signed federal, state, and local licenses, permits, and agreements (or copies of the draft documents, if not finalized) that will be required for any construction, operation, maintenance, or other actions associated with the activity. If no final or draft document is available, a list of all remaining agency regulatory approvals being sought shall be included.”
Stormwater
Conditions related to stormwater management are required to comply with the Los Angeles Region’s Basin Plan and the NPDES General Permit for Storm Water Discharges Associated with Construction and Land Disturbance Activities (Order No. 20090009-DWQ; NPDES No.
CAS000002 as amended by Order No. 2010-0014-DWQ, Order No. 2012-0006-DWQ, Order WQ 2022-0057-DWQ and any amendments thereto) (General Construction Permit). Post-rain erosion and sedimentation problems can contribute to significant degradation of the waters of the state; therefore, it is necessary to take corrective action to eliminate such discharges to avoid or minimize such degradation. Implementation of control measures and best management practices (BMPs) described in the condition will assure compliance with water quality objectives including floating material, temperature, suspended and settleable material, and turbidity. (Basin Plan, pages 3-33, 3-44, 3-44, 3-46) Water Code section 13264 prohibits any discharge that is not specifically authorized in this Order. Rain events have the potential to result in a discharge that exceeds water quality objectives, which is prohibited by the Clean Water Act, the Antidegradation Policy, the Los Angeles Basin Plan, the ISWEBE Plan, the Dredge or Fill Procedures and Water Code section 13263.
Pleasant Valley Road Bike Lanes Project Reg. Meas. ID: 455843 Attachment D Place ID: 893481
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On-site Mitigation for Temporary Impacts
Conditions in this section related to restoration and/or mitigation of temporary impacts are required by the Dredge or Fill Procedures, which requires "in all cases where temporary impacts are proposed, a draft restoration plan that outlines design, implementation, assessment, and maintenance for restoring areas of temporary impacts to pre-project conditions." (Dredge or Fill Procedures section IV. A.2(d) & B.4.)
Additional authorities applying to this condition include:
• Clean Water Act Section 401 (a discharge shall comply with water quality standards, which are established in Water Quality Control Plans)
• California Water Code section 13263 (discharges must implement water quality control plans and water quality objectives)
• California Code of Regulations, Title 23, section 3859 (conditions shall be added to ensure compliance with water quality standards and other appropriate requirements) • 40 CFR 230.10 (a) (no discharge permitted if there is a practicable alternative with less impacts)
• 40 CFR 230.10 (b) (discharges may not cause or contribute to violations of water quality standards)
• 40 CFR 230.10 (c) (discharges may not cause degradation) • 40 CFR 230.12 (conditions shall be included to minimize adverse effects to aquatic ecosystems)
• 40 CFR 230.70 (minimize effects of discharge through various actions) • 40 CFR 230.71 (minimize effects of discharge through treatment of or limitations on the material)
• 40 CFR 230.72 (effects of discharge may be controlled by containment areas and other best management practices)
• 40 CFR 230.73 (minimize effects of discharged by controlling dispersion) • 40 CFR 230.74 (minimize effects through use of appropriate equipment and techniques) • 40 CFR 230.75 (minimize adverse effects on plant and animal populations) • 40 CFR 230.76 (minimize adverse effects on human use, including timing of discharge) • 40 CFR 230.77 (control runoff, maintain desired water quality, consider ecological changes)
• 40 CFR 230.91 (take all appropriate and practicable steps to avoid and minimize adverse impacts to waters of the United States)
• 40 CFR Part 230, Subpart J (sections 230.92 et seq.) (compensatory mitigation for losses of aquatic resources)
• The National Environmental Policy Act (NEPA) and the California Environmental Quality Act (CEQA) (require identifying alternatives to avoid and minimize effects (40 CFR 1500.2 and California Code of Regulations, Title 144, section 15021)) • Dredge or Fill Procedures section IV. A.2(c) (water quality monitoring plan to monitor compliance with water quality objectives)
• Dredge or Fill Procedures, Subpart H (actions to minimize adverse effects)
Pleasant Valley Road Bike Lanes Project Reg. Meas. ID: 455843 Attachment D Place ID: 893481
File No. 24-026
Compensatory Mitigation for Permanent Impacts
Conditions related to mitigation requirements are required by the Dredged or Fill Procedures, section IV.A.2.b. In addition, section IV.B.1.a of the Procedures require that the Water Boards will approve a project only after it has been determined that a sequence of actions has been taken to first avoid, then to minimize, and lastly compensate for adverse impacts that cannot be practicably avoided or minimized. (See also State Supplemental Guidelines, section 230.10, restrictions on discharge & Cal. Code of Regs., section 3856(h) (requiring submittal of proposed mitigation and description of steps taken to avoid, minimize, or compensate).) Accordingly, compensatory mitigation may be required for projects that would result in permanent impacts.
Conditions regarding compensatory mitigation are necessary to ensure compliance with state and federal anti-degradation policies. Compensatory mitigation conditions are consistent with Executive Order W-59-93 commonly referred to as California’s “no net loss” policy for wetlands.
Compensatory mitigation requirements are also authorized by Water Code, section 13263, which requires the imposition of requirements that implement water quality control plans, takes into consideration the beneficial uses to be protected, and the need to prevent nuisance.
Additional authorities applying to this condition include:
• Clean Water Act Section 401 (a discharge shall comply with water quality standards, which are established in Water Quality Control Plans)
• California Code of Regulations, Title 23, section 3859 (conditions shall be added to ensure compliance with water quality standards and other appropriate requirements) • 40 CFR 230.12 (conditions shall be included to minimize adverse effects to aquatic ecosystems)
• 40 CFR 230.70 (minimize effects of discharge through various actions) • 40 CFR 230.71 (minimize effects of discharge through treatment of or limitations on the material)
• 40 CFR 230.72 (effects of discharge may be controlled by containment areas and other best management practices)
• 40 CFR 230.73 (minimize effects of discharged by controlling dispersion) • 40 CFR 230.74 (minimize effects through use of appropriate equipment and techniques) • 40 CFR 230.75 (minimize adverse effects on plant and animal populations) • 40 CFR 230.76 (minimize adverse effects on human use, including timing of discharge) • 40 CFR 230.77 (control runoff, maintain desired water quality, consider ecological changes)
• 40 CFR 230.91 (take all appropriate and practicable steps to avoid and minimize adverse impacts to waters of the United States)
• 40 CFR Part 230, Subpart J (sections 230.92 et seq.) (compensatory mitigation for losses of aquatic resources)
• The National Environmental Policy Act (NEPA) and the California Environmental Quality Act (CEQA) (require identifying alternatives to avoid and minimize effects (40 CFR 1500.2 and California Code of Regulations, Title 144, section 15021)) • Dredge or Fill Procedures section IV. A.2(c) (water quality monitoring plan to monitor compliance with water quality objectives)
• Dredge or Fill Procedures section IV. A.2(d) (restoration plan for temporary impacts). • Dredge or Fill Procedures, Subpart H (actions to minimize adverse effects)
Attachment B
Project Impacts Map
NORTH LAS POSAS ROAD
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Biological Study Area
FIGURE 9. IMPACTS ON REGIONAL WATER QUALITY CONTROL BOARD JURISDICTION Pleasant Valley Road Bike Lanes Project
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Biological Study Area
Proposed Modular Wetlands and Associated Structures
Proposed Drainage Channels
Proposed Edge of Pavement
Grading Limits
Impacts on Potential Regional Water Quality
Control Board (RWQCB) Jurisdiction
Temporary (0.50 acre)
Permanent (0.34 acre)
FIGURE 9. IMPACTS ON REGIONAL WATER QUALITY CONTROL BOARD JURISDICTION Pleasant Valley Road Bike Lanes Project
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Driveways
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Proposed Drainage Channels
Proposed Edge of Pavement
Grading Limits
Impacts on Potential Regional Water Quality
Control Board (RWQCB) Jurisdiction
Temporary (0.50 acre)
Permanent (0.34 acre)
FIGURE 9. IMPACTS ON REGIONAL WATER QUALITY CONTROL BOARD JURISDICTION Pleasant Valley Road Bike Lanes Project
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Proposed Edge of Pavement
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Control Board (RWQCB) Jurisdiction
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FIGURE 9. IMPACTS ON REGIONAL WATER QUALITY CONTROL BOARD JURISDICTION Pleasant Valley Road Bike Lanes Project
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Driveways
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Grading Limits
Impacts on Potential Regional Water Quality
Control Board (RWQCB) Jurisdiction
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FIGURE 9. IMPACTS ON REGIONAL WATER QUALITY CONTROL BOARD JURISDICTION Pleasant Valley Road Bike Lanes Project
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FIGURE 9. IMPACTS ON REGIONAL WATER QUALITY CONTROL BOARD JURISDICTION Pleasant Valley Road Bike Lanes Project
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Proposed Modular Wetlands and Associated Structures
Proposed Drainage Channels
Proposed Edge of Pavement
Grading Limits
Impacts on Potential Regional Water Quality
Control Board (RWQCB) Jurisdiction
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FIGURE 9. IMPACTS ON REGIONAL WATER QUALITY CONTROL BOARD JURISDICTION Pleasant Valley Road Bike Lanes Project
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Driveways
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Proposed Drainage Channels
Proposed Edge of Pavement
Grading Limits
Impacts on Potential Regional Water Quality
Control Board (RWQCB) Jurisdiction
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Permanent (0.34 acre)
FIGURE 9. IMPACTS ON REGIONAL WATER QUALITY CONTROL BOARD JURISDICTION Pleasant Valley Road Bike Lanes Project
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Impacts on Potential Regional Water Quality
Control Board (RWQCB) Jurisdiction
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FIGURE 9. IMPACTS ON REGIONAL WATER QUALITY CONTROL BOARD JURISDICTION Pleasant Valley Road Bike Lanes Project
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FIGURE 9. IMPACTS ON REGIONAL WATER QUALITY CONTROL BOARD JURISDICTION Pleasant Valley Road Bike Lanes Project
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Project No. ST-5006, CML-5393(036)
Appendices
APPENDIX A – PERMITS
4. U.S. Army Corps of Engineers - 404 Permit
The following specification language is provided for reference only and is subject to change pending final permit conditions issued by the US Army Corps of Engineers (USACE).
Bidders are advised that the permit language has not yet been finalized, and modifications to the specifications may be required to ensure full compliance with the final Section 404 Permit. Any such modifications will be issued via addendum prior to contract award, or incorporated into the contract by change order as necessary.
It is the responsibility of each bidder to account for this uncertainty and to monitor for any issued addenda.
A. Best Management Practices
The project would incorporate the following best management practices (BMP) to minimize impacts on water quality. All BMPs would be inspected on a frequency as described below. Improperly installed or damaged BMPs would be corrected immediately, or by a later date and time if requested by the Contractor and approved by the Resident Engineer (RE) in writing. Corrections would be made before the onset of forecasted rain events. Inspections of BMPs would be conducted at a minimum as follows:
• Prior to a forecast storm event.
• After a qualified rain event that causes runoff from the construction area. • At 24-hour intervals during extended rain events.
• Weekly throughout the duration of the construction project.
1. Dewatering and/or Stream Diversion
• Clear Water Diversion – A clear water diversion would be installed for the project. The diversion would consist of gravel bags and plastic sheeting.
2. Fugitive Dust
• Fiber Rolls – Temporary fiber rolls would be installed at the top of the bank of drainage to prevent any erosion into the drainage. Fiber rolls would also be used around temporary stockpiles, and along the perimeter of the project to reduce the likelihood of sediment outside of the construction area.
• Temporary Construction Entrance/Exit – Temporary construction entrances and exits would be used to reduce the likelihood of mud and sediment tracking onto public roads by construction vehicles. This would be achieved by using corrugated steel panels, Class 8 rock slope protection (RSP), Type A rock, and/or Type B rock. These materials would be located at the entrances and/or exits of the construction area, forcing any construction vehicle to drive over the panels, RSP, or rock while removing any mud or sediment. • Temporary Gravel Bag/Earthen Berm - A temporary gravel bag berm/earthen berm would be used during construction for reducing mud or sediment from leaving the construction area. A gravel bag berm would also be placed parallel to the roadway to prevent roadway runoff from entering the construction area. A temporary gravel bag berm would be placed around the limits of the construction area over the footing of any temporary fencing for stability while also reducing the likelihood of soil leaving the construction area. A temporary gravel bag berm would be used to construct a temporary drainage crossing for workers. • Temporary Check Dams - Temporary check dams would be used if the velocity of water in the drainage is too fast. The temporary check dams would consist of rock, gravel bags, compost socks, fiber rolls, or other proprietary product placed across the drainage.
3. Site Management
• Solid Waste Management – During construction, the production of solid waste is anticipated.
Solid waste would include materials used to transport and package construction materials, vegetation material, and litter including food contains, wrappers, cans, etc. During construction proper solid waste procedures and practices would be followed. All employees and subcontractors would be responsible for maintaining the construction area clean and
following the solid waste handling and storage procedures. Whenever possible, the production of solid waste would be minimized. Trash receptacles would be provided where workers congregate for lunch and break periods. Construction debris and litter from construction areas within the limits of the construction area would be collected and placed in watertight dumpsters at least weekly regardless of whether the litter was generated by the contractor, the public, or others. Dumpsters of sufficient size and number would be properly serviced. Full dumpsters would be removed from the construction area and the contents would be disposed outside the roadway right-of-way.
• Vehicle and Equipment Maintenance – Vehicle and equipment maintenance would be required during construction. When maintenance must occur on site, the contractor would select and designate an area to be used, subject to approval of the Resident Engineer and implement appropriate controls for the activities to be performed. Dedicated maintenance areas would be on level ground and protected from storm water run-on and runoff and would be located at least 50 feet from downstream drainage facilities and receiving waters. Absorbent spill cleanup materials and spill kits would be available in maintenance areas. They would be used on small spills instead of hosing down or burying techniques. Affected absorbent material and spill kits would be removed promptly and disposed properly after use. Drip pans or absorbent pads would be placed under vehicles and equipment when performing maintenance work that involves fluids. Vehicles and equipment maintenance areas would not be left unattended during maintenance activities. Used batteries and tires, as well as any other vehicle or equipment parts, oils, fluids, lubricants, used tires, and spill cleanup materials would be properly disposed. Vehicles and equipment would be inspected on each day of use for leaks.
Any leaks would be repaired immediately or removed from the construction area.
Maintenance areas would be inspected regularly. Inspection and maintenance of vehicle and equipment maintenance areas must be properly documented. • Stockpile Management - Stockpiles are anticipated within the construction area. Stockpiles would be placed a minimum of 50 feet away from drainages. If wind levels are high, additional measures such as using water trucks to spray, would be implemented to prevent soil or debris from leaving the construction area. Inactive soil stockpiles would be covered or protected with plastic. Inactive stockpiles with Portland cement concrete (PCC) rubble, asphalt concrete (AC), aggregate base, or aggregate subbase would be covered or protected at all times. • BIO-1: Work areas would be reduced to the maximum extent feasible. • BIO-2: Equipment staging and storage areas for vehicles, equipment, material, fuels, lubricants, and solvents would be restricted to paved areas and would be a minimum of 50 feet from Drainage A, Drainage B, Drainage C, and Drainage D.
4. Hazardous Materials
• Material Delivery and Storage – Procedures and practices for the proper handling and storage of hazardous chemicals, soil stabilizers and binders, fertilizers, detergents, plaster, polymers, petroleum products, asphalt and concrete, pesticides and herbicides, and other materials is required. Employees and subcontractors would be trained on the proper material delivery and storage practices. The temporary storage area would be located away from vehicular traffic.
Hazards materials would be stored in accordance with applicable regulations. • Spill Prevention and Control – This BMP only applies to spills caused by the Contractor. Employees and subcontractors would be educated on what a “significant spill” is for each material they use,
and what the appropriate response is for the “significant” and “insignificant” spills. Employees and subcontractors would also be educated on the potential dangers to humans and the environment from spills and leaks. To the extent that work can be accomplished safely, spills of oil; petroleum products; substances listed under 40 CFR parts 110, 117, and 302; and sanitary and septic wastes would be contained and cleaned up immediately. Proper storage, clean-up, and spill reporting instruction for hazardous materials stored or used on the construction area would be posted at all times in an open, conspicuous, and accessible location. • Concrete Waste Management – Employees, subcontractors, and suppliers would also be educated on concrete waste management techniques. PCC and AC waste would not be allowed to enter storm drainage systems or watercourses. On-site concrete working tasks, such as saw cutting, coring, grinding, and grooving, would be monitored. Residue from saw cutting, coring, and grinding operations would be picked up by means of a vacuum device. Residue would not be allowed to flow across the pavement and would not be left on the pavement surface. • Vehicle and Equipment Fueling - If fueling is required in the construction area, the contractor would select and designate an area or areas to be used, subject to approval of the RE. Dedicated fueling areas would be protected from stormwater run-on and runoff and would be located at least 50 feet from downstream drainage facilities and watercourses. Fueling would be performed on level-grade areas. Protect fueling areas with berms or dikes to prevent run-on, runoff, and to contain spills. Absorbent spill clean-up materials and spill kits would be present along with drip pans and absorbent pads.
• BIO-4: Appropriate hazardous material BMPs would be implemented to reduce the potential for chemical spills or contaminant releases into the jurisdictional features including any nonstormwater discharge. • BIO-5: All equipment refueling, and maintenance would be conducted in the staging area away from Drainage A, Drainage B, Drainage C, and Drainage D. In addition, vehicles and equipment would be checked daily for fluid and fuel leaks, and drip pans would be placed under all equipment that is parked and not in operation. Any leaking vehicle or equipment would not be operated in the project area until repaired. All workers would be informed of the importance of preventing spills and the appropriate measures to take should a spill happen. • BIO-6: Stationary equipment such as motors, pumps, generators, compressors, and welders located within 100 feet of the jurisdictional features would be positioned over drip-pans, including when in operation.
5. Invasive Species and Soil Borne Pathogens
• BIO-7: Any temporary erosion control implemented during construction would be completed using non-invasive species. At project completion, all temporarily disturbed areas would be recontoured to pre-construction conditions.
6. Post-Construction Storm Water Management
Installation of the proposed modular wetlands would allow stormwater to enter a biofiltration system prior to being released into the drainage.
7. Roads
• Street Sweeping -Sweeping would be implemented when sediment is tracked from the construction area onto public or private roads, typically at site entrances and exits. Sweeping
would be conducted by hand or via mechanical methods such as vacuuming. Kick brooms or sweeper attachments would not be used. This BMP would prevent sediment from entering a storm drain or receiving waters.
• Sediment Control and Stabilization/Erosion Control
• Outlet Protection/Velocity Dissipation Devices – To prevent scour and reduce the velocity and/or energy of stormwater flows within Drainage C, outlet protection/velocity dissipation devices would be used. Outlet protection/velocity dissipation devices would consist of RSP or grouted RSP for drainages. The locations of these protection or dissipation devices would be focused at any pipe outlets as necessary.
• BIO-3: Best Management Practices (BMP), such as silt fencing, fiber rolls, straw bales, or other measures would be implemented during construction to minimize dust, dirt, and construction debris from entering the jurisdictional features, and/or leaving the construction area.
8. Wildlife and Special Status Species
• BIO-8: Pesticide/insecticide would not be used as part of the project. • BIO-9: Vegetation removal and excavation would be reduced to the extent feasible. • BIO-10: To confirm the presence/absence of the overwintering monarch butterfly between September and March, within 48 hours of construction a qualified biologist would survey suitable refuge sites (typically eucalyptus, Monterey pine, and Monterey cypress) where vegetation removal and excavation would be conducted.
• BIO-11: If the monarch butterfly is identified overwintering within areas of vegetation removal, efforts would be taken to avoid these areas. If the areas cannot be avoided, appropriate buffers would be installed under direction of a qualified biologist, and the overwintering monarch butterflies would be allowed to finish overwintering and migrate out of the project area. Once the overwintering monarch butterflies have left the project area, the buffers would be removed. • BIO-12: Construction in areas with trees or vegetation that may provide nesting habitat for birds and raptors would be reduced to the maximum extent feasible. • BIO-13: Construction during bird nesting season (typically February 1 to September 1) would be avoided to the extent feasible.
• BIO-14: If construction is required during the nesting season, nesting bird surveys would be completed no more than 72 hours prior to construction activities to determine if nesting birds or active nests are within 300 feet (500 feet for potential raptor nests) of the construction area.
Surveys would be repeated if construction activities are suspended for three days or more. • BIO-15: If nesting birds are found in the construction zone, measures to ensure that the birds and/or their nests are not harmed would be implemented, including but not limited to, installation and maintenance of appropriate buffers (typically 300 feet for song birds and 500 feet for raptors) until nesting activity has ended. The buffer size would be modified, under direction of a qualified biologist, and CDFW if appropriate, if it is determined that construction activities would not likely have adverse effect on the birds.
• BIO-16: If the project is constructed during maternal season for bats (typically late March through mid-September), a thorough bat roosting habitat assessment would be conducted of all potential roosting habitat within 100 feet of construction activities. The survey would include a visual
inspection to identify signs of roosting, and emergence surveys if needed to confirm presence or absence of bats.
• BIO-17: If a maternal colony of bats is found, no work would be conducted within 100 feet of the maternal roosting site until the maternal season is finished or the bats have left the site, or as otherwise directed by a qualified biologist. The site would be designated as a sensitive area and protected as such until the bats have left the site. No activities would be authorized adjacent to the roosting site. Combustion equipment, such as generators, pumps, and vehicles, would not be parked or operated under or adjacent to the roosting site. Construction personnel would not be authorized to enter areas beneath the colony, especially during the evening exodus (typically between 15 minutes prior to sunset and one hour following sunset). • BIO-18: Vegetation removed from the project area would follow Caltrans Standard Specifications for Clearing and Grubbing (17-2) and Roadside Clearing (20-1.03C). Existing vegetation would be preserved to the extent feasible, and BMPs, such as identification of existing invasive species, avoidance of invasive species in erosion control, staff training, equipment cleaning, and monitoring, would be implemented in accordance with Executive Order 13112. • BIO-19: New landscaping materials, including erosion control seed mixes and other plantings, would be composed of non-invasive species and would be clear of weeds, and all erosion control and landscape planting would be conducted in a manner that would not result in the spread of invasive species.
• BIO-20: Plants listed in the Pest Ratings of Noxious Weed Species and Noxious Weed Seed (United States Department of Agriculture, 2003) would not be used as part of the project.
Project No. ST-5006, CML-5393(036)
Appendices
APPENDIX A – PERMITS
5. California Department of Fish and Wildlife – 1602 Permit
1 JoeAnn Heredia
From: Marieka Schrader <[email protected]>
Sent: Wednesday, September 4, 2024 3:04 PM
To: Thang Tran; Andrew Grubb
Cc: Erinn Silva; Georgalis, Yiota
Subject: FW: EPIMS-VEN-47439-R5 - Transmittal - Correspondence Attachments: EPIMS-VEN-47439-R5_OpLaw.pdf
Hi Thang and Andrew,
The CDFW has issued an Op Law letter for the Pleasant Valley Road project, which means that they will not be issuing a 1602 permit, but the project is authorized as long as it’s constructed as stated in the application. Please let me know if you have any questions or need additional information; for now, no additional action is needed.
Thank you,
Marieka
MARIEKA SCHRADER
Senior Associate Biologist | [email protected] | (310) 792-2690 x103 GPA CONSULTING | www.gpaconsulting-us.com
From: [email protected] <[email protected]> Sent: Wednesday, September 04, 2024 1:27 PM
To: Marieka Schrader <[email protected]>
Cc: [email protected]; [email protected]; [email protected]; [email protected]; [email protected]; [email protected] Subject: EPIMS-VEN-47439-R5 - Transmittal - Correspondence **** Do Not Respond to This Email ****
******************************************************************************************************************************* This e-mail was generated by an automated mail handling system.
Please do not reply to the address listed in the "From" field.
Please read the CUSTOMER SERVICE section below if you have questions. ******************************************************************************************************************************* Dear Marieka Schrader,
The California Department of Fish and Wildlife (CDFW) has reviewed your Lake or Streambed Alteration (LSA) application submitted to the Environmental Permit Information Management System (EPIMS) identified below:
EPIMS Number: EPIMS-VEN-47439-R5
Project Name: Pleasant Valley Road Bike Lanes Project
2 CDFW Region: Region 5
Your project has been approved by Operation of Law (OpLaw). If your project is associated with Cannabis Cultivation, the attached letter serves as written verification for Department of Cannabis Control (DCC) purposes. A copy of the letter and your submitted notification shall be available at all times at the work site. This letter can be accessed any time by following the steps below:
1. Log into EPIMS at the link below.
2. From the Main Menu, select Permit Tracking.
3. Select the project associated with the permit number listed in this email.
4. From the Permit Components list, click on the Correspondence form.
5. Under the Documents from CDFW section, click on the blue hyperlink file name ending with OpLaw.
Log into the EPIMS at: https://EPIMS.wildlife.ca.gov
NOTE: For more information see LSA Questions and Answers at: https://www.wildlife.ca.gov/Conservation/LSA/Q-and-A.
Questions regarding this correspondence, or about the status of your EPIMS self-certification, notification, agreement, status report, and/or fees should be directed to the CDFW Regional Office where the project is located. *******************************************************************************************************************************
CUSTOMER SERVICE
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Reset Password
Need EPIMS Help? Send an email to [email protected] Project Specific Questions? CDFW Regional Offices
State of California – Natural Resources Agency GAVIN NEWSOM, Governor DEPARTMENT OF FISH AND WILDLIFE CHARLTON H. BONHAM, Director South Coast Region
3883 Ruffin Road
San Diego, CA 92123
(858) 437-4201
www.wildlife.ca.gov
Rev. 06/26/2023 Conserving California’s Wildlife Since 1870 Page 1 of 1 July 9, 2024
Marieka Schrader
City of Camarillo
601 Carmen Drive
Camarillo, CA 93010
[email protected]
Complete Notification of Lake or Streambed Alteration No., EPIMS-VEN-47439-R5, Pleasant Valley Road Bike Lanes Project
Dear Marieka Schrader:
On May 30, 2024, the California Department of Fish and Wildlife (CDFW) received your Notification of Lake or Streambed Alteration (Notification). On July 1, 2024, your notification was deemed complete.
CDFW is required to submit a draft Lake or Streambed Alteration Agreement (Agreement) to you within 60 calendar days from the date the Notification is deemed complete, if CDFW determines that an Agreement is required for the project. An Agreement will be required if CDFW determines that your project could substantially adversely affect an existing fish or wildlife resource. Therefore, CDFW has until September 2, 2024, to issue you a draft Agreement or inform you that an Agreement is not required.
Please be advised that you may not proceed with any work until CDFW executes an Agreement, informs you that an Agreement is not needed, or does not provide you with a draft Agreement within 60 days of the date your Notification was deemed complete.
If you have questions regarding this letter, please contact Angela Castanon, Environmental Scientist at (626) 513-6308 or by email at [email protected].
Sincerely,
Frederic (Fritz) Rieman, Senior Environmental Scientist (Supervisory) ec: California Department of Fish and Wildlife
Frederic (Fritz) Rieman, Senior Environmental Scientist (Supervisory) Angela Castanon, Environmental Scientist
Sarah Rains, Environmental Scientist
Susan Howell, Staff Services Analyst
DocuSign Envelope ID: A06DA6E1-4BD2-46C4-A050-16F8C8F6EC0A
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Streambed Alteration Notification Continuation Sheets
Camarillo – Pleasant Valley Road Bike Lanes Project January 2024 1 6. Fees
A. Project Name B. Project Cost C. Project Fee
1 Excavation & Grading in the North Channel $548,625.00 $6,580.50 2 Lining North Channel with Concrete $2,401,245.00 $6,580.50 3 Driveways $610,258.71 $6,580.50
4 Modular Wetlands $713,501.25 $6,580.50
D. Base Fee (If Applicable)
E. Total Fee $26,322.00
8. Project Location
A. Address or Description of Project Location
The project is located on Pleasant Valley Road, in the City of Camarillo, California. From the California Department of Fish and Wildlife (CDFW) San Diego Office (3883 Ruffin Road, San Diego, CA 92123), head southwest towards Ruffin Road, turn right onto Ruffin Road. Use the left two lanes to turn left onto Balboa Avenue and use the right lane to take the ramp onto Interstate 805 (I-805) North. Merge onto I-805 North for approximately seven miles. Merge onto Interstate 5 North for approximately 53 miles. Take Exit 85A for California State Route 73 North (toward Long Beach) and continue for approximately 17 miles. Take Exit 18A to merge onto Interstate 405 North and continue for approximately 33 miles. Take Exit 63B to merge onto United States Highway 101 North or approximately 24 miles. Take Exit 52 for Santa Rosa Road toward Pleasant Valley Road. Turn left onto Santa Rosa Road and continue onto Pleasant Valley Road. The destination is at the intersection of East 5th Street and Pleasant Valley Road.
L. Assessor’s Parcel Number(s) (Continued):
Temporary construction easement (TCE) for construction staging would be necessary from 17 adjacent parcels located on the north and south side of the roadway (North side: APN 229-0-020-050, APN 229-0- 020-060, APN 229-0-020-080, APN 229-0-020-120, APN 229-0-020-130, APN 229-0-030-015, APN 229-0- 030-065, and APN 229-0-030-105; South side: APN 230-0-052-150, APN 230-0-061-090, APN 230-0-061- 010, APN 230-0-061-055, and APN 230-0-061-045). No right of way (ROW) take would be required.
M. Geographic coordinates:
Latitude Longitude
34.205567 -119.069134
34.205833 -119.070620
34.206980 -119.069840
34.207101 -119.069584
34.205650 -119.062755
Streambed Alteration Notification Continuation Sheets
Camarillo – Pleasant Valley Road Bike Lanes Project January 2024 2 10. Project Description
A. Describe the project in detail. Include photographs of the project location and immediate surrounding area.
The project area is approximately one mile south of United States Highway 101, 0.3 mile southeast of the Camarillo Airport, south of the City of Camarillo. The project would include widening the existing roadway to accommodate 12-foot travel lanes and 5-foot bike lanes in each direction. In addition, the project would include a transition (e.g., a left-turn pocket, a through travel lane, a bike lane, and a right-hand turn lane pocket) within the existing roadway at the intersection of Peasant Valley Road and Las Posas Road.
Temporary Construction Easements (TCE) from adjacent private property would be required to complete the project. The project would be designed to minimize TCE impacts on adjacent parcels to the extent feasible.
Earthen v-ditches (ditches) run along the north and south sides of Pleasant Valley Road within the existing City right of way. These ditches receive farmland, roadway, and other area runoff. Portions of these ditches (e.g., 1500 Pleasant Valley Road and at the intersection of Southfield Road and Pleasant Valley Road) are damaged, which has resulted in drainage issues during the rainy season. It is anticipated that the proposed roadway widening would encroach on these ditches. Ditches would be altered to improve infiltration and avoid drainage issues that could damage proposed bike lanes. Small weeds and shrubs currently located in the ditches will be removed.
There are two sewer lines owned by Camarillo Sanitary District underneath Pleasant Valley Road. One is a 30-inch line that runs the entire length of the project area through the center line of Pleasant Valley Road and terminates at the Camarillo Wastewater Treatment Plant (located outside of the project area).
The second is a 20-inch, steel gravity main that runs approximately one mile along the south side of the project area under the v-ditch from Southfield Road to Las Posas Road. The project would not impact these lines.
There are electrical lines owned by Southern California Edison (SCE) along the south side of Pleasant Valley Road and Frontier Communications utility poles along the north side of Pleasant Valley Road. The project would prioritize protecting the SCE poles on the south side and Frontier Communications poles on the north side where feasible. In addition, several SCE guy wires may need to be relocated to accommodate the road widening.
Construction activities are anticipated to take approximately 10 months, and would be scheduled as follows:
• Demolition Activities
o Mobilization (10 days)
o Traffic Control (180 days)
o Earthwork, Clearing and Grubbing, and Grading (165 days) o Adjust Utilities to Grade (20-40 days)
o Adjust Manhole to Grade (20-40 days)
o Remove and Relocate Mailbox (Five days
Streambed Alteration Notification Continuation Sheets
Camarillo – Pleasant Valley Road Bike Lanes Project January 2024 3 o Remove AC Dike (10 days)
o Remove Full Depth AC and Aggregate Base (40 days)
o Grind AC Pavement (30-45 days)
o Remove Existing AC Driveway (120 days)
o Remove Existing Headwall and Sand Bags (120 days)
o Remove Existing Culvert and Pipes (120 days)
o Remove Striping, Pavement Marking, and Markers (20 days) o Unclassified Excavation (165 days)
• Construction Activities
o Construct 6-inch AC Dike (10 days)
o Construct Class II Aggregate Base (20-40 days)
o Construct Asphalt Concrete Overlay (10-20 days)
o Construct Asphalt Concrete Pavement Section (20-40 days) o Construct Asphalt Concrete Leveling Course (10-20 days) o Construct 4-inch Asphalt Concrete Driveway (140 days) o Precast 3-foot x 5-foot Box Culverts (120 days)
o Construct Culvert End Treatment (Concrete Headwall, Parapet, Cut-off Wall) (120 days) o Construct Pipe Collar (120 days)
o Construct Structural Concrete (Channel) (120 days)
o Construct Welded Wire Mesh (Channel) (120 days)
o Construct U-Shaped Channel Structural Concrete and Rebar (120 days) o Unclassified Fill (120 days)
o Import Borrow (120 days)
o Construct Shoulder Backing (20 days)
o Install Guardrail (10 days)
o Install Guardrail End Terminal (10 days)
o Construct Rumble Strip (10 days)
o Install Channelizer/Delineator (10 days)
o Signing and Striping (Four days)
Construction staging would be conducted within the existing City right of way and proposed TCEs. Use of a coffer dam and piping for water diversion would be required during construction work in the ditch on the north side of Pleasant Valley Road. The maximum depth of excavation is anticipated to be approximately 10 feet below ground surface.
During the construction period, it is anticipated that Pleasant Valley Road would remain open to through traffic to maintain continuous access for local residents and businesses. However, traffic control may be used to allow traffic to be maintained in both directions or traffic may be limited to one lane. A detour route would not be required within the project area during construction of the project.
D. Will the project require work in the wetted portion of the channel? The proposed project would not include dewatering but would require a water diversion system. The
Streambed Alteration Notification Continuation Sheets
Camarillo – Pleasant Valley Road Bike Lanes Project January 2024 4 water diversion system used would be a cofferdam (gravelbags) and piped diversion. The water diversion would be installed within the north drainage channel, between the driveways, to divert flow from the upstream cofferdam to the downstream dry work area. Gravelbags adjacent to driveways may be utilized for construction.
A minimum 12-inch pipe would be used for piped diversions. Low flow rates are anticipated. A temporary pipe would be constructed from durable material, such as high-density polyethylene, and an energy dissipation would be installed at the downstream end of the pipe. For pumped diversions, the pump would be sized based on the anticipated flow and be able to pump a 2-year, 24-hour event. A second pump of the same size may be installed, as needed, to provide redundancy. Water would be pumped from upstream of the construction area to the downstream channel. The pump outlet would be stabilized to prevent erosion. The coffer dam would allow water to drain down. Once the work is completed, the coffer dam would be removed to avoid turbulence and repeated further upstream for subsequent work.
For temporary channel diversions, the trapezoidal cross-sections slopes would be no steeper than 2:1.
Excavated material may require stockpiling away from site. Bare soil along the channel would be temporarily stabilized with seeding, erosion control blankets, or lining to prevent erosion of the channel.
Soil would be inspected along the slope areas to determine stability. Sediment control devices would be installed to prevent sediment entering the diversion and include stabilization of the diversion inlet and outlet. When diverting and drying out the construction areas adjacent to channel diversions, discharge would be monitored to avoid any impacts on water quality, erosion, or temporary sedimentation.
Streambed Alteration Notification Continuation Sheets
Camarillo – Pleasant Valley Road Bike Lanes Project January 2024 5 11. Project Impacts
A. Describe impacts to the bed, channel, and bank of the river, stream, or lake, and the associated riparian habitat.
Excavation & Grading in the North Channel
The Unnamed Drainage which runs north along Pleasant Valley Road has been eroded and resulted in sediment build up and obstruction of the drainage. Excavation of approximately 1,500 cubic yards (CY) of fill would be required to reshape the earthen ditch followed by approximately 4,000 CY of structure backfill.
Lining North Channel with Concrete
Construction of the new drainage would alternate from a rectangular U-shaped channel structure, modular wetland, and transitioning into a trapezoidal channel. Approximately 1,100 CY of minor concrete would be placed for the U-shaped channel structure. Approximately 1,500 CY of concrete would be placed for the trapezoidal channel lining. The proposed trapezoidal channel would remain a soft bottom channel.
Approximately 70,000 square feet (SF) of welded wire mesh would also be included for the modifications of the Unnamed Drainage. Additionally, approximately 6,400 linear feet (LF) of concrete curb and gutter would be added.
Culvert Replacement for Driveways
The project would also require the replacement of nine existing concrete box culverts located under nine existing asphalt concrete driveways, and gravelbag protection. Demolition of the driveways would result in the removal of 5,540 SF of asphalt concrete, removal of 216 LF of the existing culvert headwalls and sand bags, removal of 370 LF of culverts and pipes, approximately 670 CY of soil removed during excavation, followed by 115 CY of soil added. A 6-Inch aggregate base would be added resulting in approximately 115 CY, 10 CY of backfill for Driveway 1, 1 CY of backfill for Driveway 9, 4-inch asphalt concrete for the new driveways resulting in 4,555 SF of new concrete, 370 LF of precast 3-foot x 5-foot box culvert, 39 CY of structural concrete for the headwall, parapet, and cut-off wall, and the addition of 135 linear feet of asphalt concrete dike. Replacement of the concrete box culvert would involve two feet of structural excavation at the footing and 0.5 foot of structural excavation and backfill on each side of the culvert.
Construction of Modular Wetlands
The project would involve the construction of nine modular wetlands to filter runoff prior to discharge.
Construction of the nine modular wetlands would involve three 4-foot x 8-foot modular wetlands and six 4-foot x 21-foot modular wetlands, 30 CY of 6-inch aggregate base, four 7-foot curbs facing opening drainage inlets, one 10-foot curb facing opening drainage inlet, two 21-foot curb facing opening drainage inlet, and 165 linear feet of concrete for the curb and gutter. The construction of the modular wetlands would require the removal of 54 CY of structure excavation prior to the addition of the modular wetlands followed by 41 CY of structure fill. Table 1 shows the excavation and fills within CDFW jurisdiction.
Table 1. Excavation and Fill Direct Impacts
Streambed Alteration Notification Continuation Sheets
Camarillo – Pleasant Valley Road Bike Lanes Project January 2024 6 Material Added or Removed Amount Within CDFW Jurisdiction Excavation & Grading in the North Channel
Structure Excavation (remove) 1,500 CY
Structure Backfill (add) 4,000 CY
Lining North Channel with Concrete
Minor Concrete (Minor Structure) (U-Shaped
Channel Structure Concrete Rebar) (add) 1,100 CY
Concrete (Trapezoidal Channel Lining) (add) 1,500 CY
Bar Reinforcing Steel (Bridge) (Channel)(Welded
Wire Mesh (Channel)) (add) 70,000 SF
Concrete Curb and Gutter (add) 6,400 LF
Culvert Replacement for Driveways
Driveway Asphalt Concrete Pavement (removal) 5,540 SF
Culvert Headwall and Sandbags (removal) 216 LF
Culvert and Pipes (remove) 370 LF
Structural Excavation (remove) 670 CY
6-Inch Aggregate Base (add) 115 CY
Imported Borrow Driveway 1(add) 10 CY
Imported Borrow Driveway 9 (add) 1 CY
4-Inch Asphalt Concrete Driveways (add) 4,555 SF
Structural Concrete Box Culvert (Precast 3-Feet x
5-Feet Box Culvert) (add/replaced) 370 LF
Structural Concrete, Headwall (Culvert End
Treatment) (Concrete Headwall, Parapet, Cut-Off
Wall) (add/replace)
39 CY
Asphalt Concrete Dike (add) 135 LF
Construction of Modular Wetlands
Modular Wetland 4 Foot X 8 Foot (add) 3 units
Modular Wetland 4 Foot X 21 Foot (add) 6 units
6-Inch Aggregate Base (add) 30 CY
Drainage Inlet – 7-Foot Curb Facing Opening (add) 4 units Drainage Inlet – 10-Foot Curb Facing Opening
(add) 1 unit
Drainage Inlet – 14-Foot Curb Facing Opening
(add) 2 units
Drainage Inlet – 21-Foot Curb Facing Opening
(add) 1 unit
Streambed Alteration Notification Continuation Sheets
Camarillo – Pleasant Valley Road Bike Lanes Project January 2024 7 Material Added or Removed Amount Within CDFW Jurisdiction Structure Excavation (remove) 54 CY
Structure Fill (add) 41 CY
Concrete Curb and Gutter (add) 165 LF
Construction activities, including demolition of existing roadway, grading, vehicle movement, and installation of concrete, would result in temporary and permanent impacts on jurisdictional areas.
Temporary impacts on jurisdictional areas would include removing vegetation, and disturbing soils on the banks. In addition, construction materials, dust, and/or debris entering flowing waters within the drainages could temporarily impact water quality. The project would result in 2.22 acres of temporary impacts on waters under CDFW jurisdiction.
Permanent impacts on jurisdictional areas would include installing concrete along the banks of the drainages permanently covering the soils and inhibiting the potential for natural vegetation to grow. The project would result in 1.14 acres of permanent impacts on waters under CDFW jurisdiction.
The project would be conducted in compliance with applicable water quality regulations and regulatory permits. With implementation of the proposed avoidance and minimization measures BIO-1 through BIO7 listed in Section 8 below, adverse impacts on jurisdictional features are not anticipated.
Streambed Alteration Notification Continuation Sheets
Camarillo – Pleasant Valley Road Bike Lanes Project January 2024 8 C. Are any special status animal or plant species, or habitat that could support such species, known to be present on or near the project site?
Based on habitat requirements and the results of the biological survey no special-status natural communities or plant species are expected to be in the Biological Study Area (BSA). According to the CNDDB, USFWS, and NMFS searches, 92 special-status wildlife species have the potential to be in the BSA based on recorded geographical distribution. Based on the habitat requirements and the biological survey, the following special-status wildlife species have the potential to be in the BSA:
• Cooper’s hawk (Accipiter cooperi) – nesting and foraging • Burrowing owl (Athene cunicularia) – foraging
• Mountain plover (Charadrius montanus) – foraging
• Northern harrier (Circus hudsonius) – foraging
• White-tailed kite (Elanus leucurus) – nesting and foraging • California horned lark (Eremophila alpestris actia) – nesting and foraging • Monarch – California overwintering population (Danaus plexippus pop. 1) • Pallid bat (Antrozous pallidus)
• Yuma myotis (Myotis yumanensis)
12. Measures to Protect Fish, Wildlife, and Plant Resources A. Describe the techniques that will be used to prevent sediment, hazardous, or other deleterious materials from entering watercourses during and after construction To avoid and/or minimize potential impacts on jurisdictional waters, the following measures would be implemented:
• BIO-1: Work areas would be reduced to the maximum extent feasible. • BIO-2: Equipment staging and storage areas for vehicles, equipment, material, fuels, lubricants, and solvents would be restricted to paved areas and would be a minimum of 50 feet from Drainage A, Drainage B, Drainage C, and Drainage D.
• BIO-3: Best Management Practices (BMP), such as silt fencing, fiber rolls, straw bales, or other measures would be implemented during construction to minimize dust, dirt, and construction debris from entering the jurisdictional features, and/or leaving the construction area. • BIO-4: Appropriate hazardous material BMPs would be implemented to reduce the potential for chemical spills or contaminant releases into the jurisdictional features including any non-stormwater discharge.
• BIO-5: All equipment refueling, and maintenance would be conducted in the staging area away from Drainage A, Drainage B, Drainage C, and Drainage D. In addition, vehicles and equipment would be checked daily for fluid and fuel leaks, and drip pans would be placed under all equipment that is parked and not in operation. Any leaking vehicle or equipment would not be operated in the project area until repaired. All workers would be informed of the importance of preventing spills and the appropriate measures to take should a spill happen.
Streambed Alteration Notification Continuation Sheets
Camarillo – Pleasant Valley Road Bike Lanes Project January 2024 9 • BIO-6: Stationary equipment such as motors, pumps, generators, compressors, and welders located within 100 feet of the jurisdictional features would be positioned over drip-pans, including when in operation.
• BIO-7: Any temporary erosion control implemented during construction would be completed using non-invasive species. At project completion, all temporarily disturbed areas would be re-contoured to pre-construction conditions.
B. Describe project avoidance and/or minimization measures to protect fish, wildlife, and plant resources.
To avoid and minimize impacts on the overwintering monarch butterfly, the following measures would be implemented:
• BIO-8: Pesticide/insecticide would not be used as part of the project. • BIO-9: Vegetation removal and excavation would be reduced to the extent feasible. • BIO-10: To confirm the presence/absence of the overwintering monarch butterfly between September and March, within 48 hours of construction a qualified biologist would survey suitable refuge sites (typically eucalyptus, Monterey pine, and Monterey cypress) where vegetation removal and excavation would be conducted.
• BIO-11: If the monarch butterfly is identified overwintering within areas of vegetation removal, efforts would be taken to avoid these areas. If the areas cannot be avoided, appropriate buffers would be installed under direction of a qualified biologist, and the overwintering monarch butterflies would be allowed to finish overwintering and migrate out of the project area. Once the overwintering monarch butterflies have left the project area, the buffers would be removed.
To avoid and minimize impacts on special-status bird species, the following measures would be implemented:
• BIO-12: Construction in areas with trees or vegetation that may provide nesting habitat for birds and raptors would be reduced to the maximum extent feasible. • BIO-13: Construction during bird nesting season (typically February 1 to September 1) would be avoided to the extent feasible.
• BIO-14: If construction is required during the nesting season, nesting bird surveys would be completed no more than 72 hours prior to construction activities to determine if nesting birds or active nests are within 300 feet (500 feet for potential raptor nests) of the construction area. Surveys would be repeated if construction activities are suspended for three days or more. • BIO-15: If nesting birds are found in the construction zone, measures to ensure that the birds and/or their nests are not harmed would be implemented, including but not limited to, installation and maintenance of appropriate buffers (typically 300 feet for song birds and 500 feet for raptors) until nesting activity has ended. The buffer size may be modified, under direction of a qualified biologist, and CDFW if appropriate, if it is determined that construction activities would not likely have adverse effect on the birds.
Streambed Alteration Notification Continuation Sheets
Camarillo – Pleasant Valley Road Bike Lanes Project January 2024 10 To avoid and minimize impacts on bats the following measures would be implemented:
• BIO-16: If the project is constructed during maternal season for bats (typically late March through mid-September), a thorough bat roosting habitat assessment would be conducted of all potential roosting habitat within 100 feet of construction activities. The survey will include a visual inspection to identify signs of roosting, and emergence surveys if needed to confirm presence or absence of bats. • BIO-17: If a maternal colony of bats is found, no work would be conducted within 100 feet of the maternal roosting site until the maternal season is finished or the bats have left the site, or as otherwise directed by a qualified biologist. The site would be designated as a sensitive area and protected as such until the bats have left the site. No activities would be authorized adjacent to the roosting site. Combustion equipment, such as generators, pumps, and vehicles, would not be parked or operated under or adjacent to the roosting site. Construction personnel would not be authorized to enter areas beneath the colony, especially during the evening exodus (typically between 15 minutes prior to sunset and one hour following sunset).
To avoid and/or minimize impacts from invasive species the following measures would be implemented:
• BIO-18: Vegetation removed from the project area would follow Caltrans Standard Specifications for Clearing and Grubbing (17-2) and Roadside Clearing (20-1.03C). Existing vegetation would be preserved to the extent feasible, and BMPs, such as identification of existing invasive species, avoidance of invasive species in erosion control, staff training, equipment cleaning, and monitoring, would be implemented in accordance with Executive Order 13112. • BIO-19: New landscaping materials, including erosion control seed mixes and other plantings, would be composed of non-invasive species and would be clear of weeds, and all erosion control and landscape planting would be conducted in a manner that would not result in the spread of invasive species.
• BIO-20: Plants listed in the Pest Ratings of Noxious Weed Species and Noxious Weed Seed (United States Department of Agriculture, 2003) would not be used as part of the project.
C. Describe any project mitigation and/or compensation measures to protect fish, wildlife, and plant resources.
At project completion, all temporarily disturbed areas would be re-contoured to pre-construction conditions. Permanent impacts on waters of the state will be mitigated through purchase of credits through an off-site mitigation bank or in-lieu fee program.
Project No. ST-5006, CML-5393(036)
Appendices
APPENDIX B – STANDARDS
1. City of Camarillo Standards
• Here We Come Notice (English)
• Here We Come Notice (Spanish)
• Door Hanger (English)
• Door Hanger (Spanish)
• No Parking Posting Table
• Sample “No Parking” Signs
• Notice of Potential Claim
• Construction & Demolition Materials Management Plan Estimate • Traffic Sign Inventory Form
• Certificate of Work Completion
• Water Valve Box & Valve Box Installation Detail
• Manhole
• Manhole Shat Joint
• Drop Manhole with Cleanout
• Manhole Frame and Cover
• Survey Monument Detail
• Construction Project Sign Details
CITY OF CAMARILLO
Please Be Aware of Temporary Inconveniences
While We Maintain Your Street
The City of Camarillo has hired Contractor Name to perform roadway improvements for project ST-5006 Pleasant Valley Road Bike Lanes. This Project will be under construction for the next several months. Most of the work involved takes several weeks to complete on each street, weather permitting. At various stages of work we will temporarily need to restrict parking. “No Parking” signs will also be posted 72 hours in advance, so please read the dates and times of the restrictions when the signs appear on your street. You may experience partial road closures when the work is taking place, however we will try to keep the streets open as much as possible. Access to your property will be affected but not eliminated. Please obey the detour signing and construction signs.
In case of inclement weather, work may need to be delayed and message boards will be updated with the rescheduled date.
Emergency Situations Questions
Emergency vehicles always have access
in and out of your neighborhood. Contractor:
Name
Main Office: (805) xxx-xxxx
, Superintendent: (805) xxx-xxxx
, Dispatcher: (805) xxx-xxxx
City of Camarillo
(805) 388-5340
Public Works Dept.
Please reference City of Camarillo
Pleasant Valley Road Bike Lanes - Project
No. ST-5006 CML-5393(036) when you call.
Deliveries
Because trucks are heavy, they can
damage new asphalt. Please schedule any
deliveries before or after the day your
street is to be paved.
Special Circumstances
Please advise us of any major event or
life/safety/medical services you have
scheduled.
Trash/Mail
Trash collection and mail service will be on
the same day as your regular service;
however it may be earlier than normal.
We apologize in advance for any inconvenience this work may cause and thank you for your cooperation and understanding. The completed project will be a great enhancement to your area.
Internet – please visit: www.cityofcamarillo.org/construction
CIUDAD DE CAMARILLO
Tenga en cuenta las inconveniencias temporales
Mientras mantenemos tu calle
La ciudad de Camarillo ha contratado a Contractor Name para llevar a cabo los trabajos de carreteras para el proyecto ST-5006 Carriles para bicicletas en Pleasant Valley Road. Este proyecto estará en construcción durante los próximos meses. La mayoría del trabajo involucrado toma varias semanas para completarse en cada calle, si el clima lo permite. En diversas etapas del trabajo, tendremos que restringir temporalmente el estacionamiento. Los letreros de "No Estacionamiento" también se publicarán con 72 horas de anticipación, así que por favor lea las fechas y horas de las restricciones cuando las señales aparezcan en su calle. Es posible que experimente cierres parciales de carreteras cuando se está llevando a cabo el trabajo, sin embargo, trataremos de mantener las calles abiertas tanto como sea posible. El acceso a su propiedad se verá afectado pero no eliminado. Por favor obedezca la señalización de desvío y las señales de construcción.
En caso de mal tiempo, el trabajo pueda demorarse y tablones de mensajes se actualizará con la nueva fecha de trabajo.
Situaciones de emergencia Preguntas
Los vehículos de emergencia siempre tienen
acceso dentro y fuera de su vecindario. Contractor:
Name
Oficina principal: (805) xxx-xxxx , Superintendente: (805) xxx-xxxx , transportista: (805) xxx-xxxx Ciudad de Camarillo
(805) 388-5340
Departamento de Obras Públicas
Por favor consulte a la Ciudad de Camarillo
TPleasant Valley Road Bike Lanes – Project No. ST-5006 CML-5393(036) cuando usted llama.
Entregas
Debido a que los camiones son pesados,
pueden dañar el asfalto nuevo. Por favor,
programe cualquier entrega antes o después
del día en que su calle sea pavimentada.
Circunstancias especiales
Por favor avísenos de cualquier evento mayor
o servicios de vida / seguridad / médicos que
haya programado.
Basura / Correo
El servicio de recolección de basura y correo
será el mismo día que su servicio regular; sin
embargo, puede ser antes de lo normal.
Nos disculpamos por adelantado por cualquier inconveniente que este trabajo pueda causar y gracias por su cooperación y comprensión. El proyecto completado será una gran mejora para su área.
Internet – por favor visita: www.cityofcamarillo.org/construction
CITY OF CAMARILLO
NOTICE OF STREET MAINTENANCE
TO AREA
BUSINESSES AND RESIDENCES
Please be advised that, on the date listed below, Your Name Here Construction, acting as Contractor for City of Camarillo, will be Overlaying your street.
The general order of work will be as follows:
1. No parking, driving or walking will be allowed on
overlaid surfaces.
2. Posting of “No Parking” Signs 72 hours in advance of the work.
3. Partial or full closure of the roadway.
4. Placement of overlay.
5. Reopen the road to public traffic.
6. Replacement of painted stripes and markings will occur at a later date.
The work on your street will be performed on the following dates:
Monday ______________
Tuesday ______________
Wednesday ______________
Thursday ______________
Friday ______________
Prior to 8:00 a.m. on the day of work please park your vehicle on a nearby street which is not posted with parking restrictions. Driving on overlay prior to completion of construction time may cause damage to the overlay and your vehicle.
DELIVERIES APPOINTMENTS
In an effort to expedite the
process and avoid drivethru's which would require
closing the street again,
please schedule any kind of
delivery the day before or
the day after the street has
been overlayed.
In the event an appointment of
any type (doctor, dentist, etc.) is
scheduled on the same day your
street is scheduled for overlay you
can either:
• Reschedule your
appointment or,
• Arrange to be away from
your residence between
the hours of 8 a.m. and 5
p.m.
Unfavorable weather conditions may cause delays to the work without additional notice. If you should have any questions please contact the following:
Your Name Here Construction 805 xxx-xxxx
Construction Inspector (Company) 805 xxx-xxxx
Project Manager Name 805 xxx-xxxx
AVISO
LA CIUDAD DE CAMARILLO
NOTICIAS DE LA CONSERVACION
DE LA CALLE A NEGOCIAS DE
AREA Y RESIDENCIAS
Sea avisado por favor que en la fecha listó abajo, YOUR NAME CONSTRUCTION HERE, actuando como de al contratista para la ciudad de Camarillo, será sellar de arena y asfálto su calle.
La orden general de trabajo como seguir:
1. Anunciar de "No Parking," no estacionamiento," firma 72 horas por adelantado del trabajo.
2. El cierre parcial o repleto de la calzada.
3. La colocación del sello de arena y asfalto o sello de niebla asfáltica y de cuatro tiempo del curación de hora.
4. Vuelven a abrir el camino a tráfico público.
5. El reemplazo pintó rayas y marcas hacen occuran una
fecha posterior.
El trabjo en su calle se performará en las fechas siguientes:
el Lunes ______________
el Martes ______________
el Miércoles ______________
el Jueves ______________
el Viernes ______________
ENTREGOS CITAS
En un esfuerzo para facilitar el
processo del asfálto de calles y
tambien para evitar alguvas
personas usando dichas calles
antes de permitido, lo cual
requerira cerrando las calles de
Nuevo, por favor de planar
cualquiera tipo de entregos el
dia antes o el dia siguiente del
asfálto del las calles.
En el evento de una cita de
cual tipo (medico, dentista,
etc.), puede usted hacer
cualquiera de:
• Hacer su cita de nuevo o,
• puede usted disponer de
no estar en su residencia
duerante las horas de las
8 A.M. y 5 P.M.
Antes de 8:00 de la mañana en el dia del trabajo estaciona por favor su vehiculo en una calle cercana que no se anunucia con estacionnnamiento restricciones. Impulsar en el sello de arena y asfalto antes de terminacion del tiempo de curación puede causar el daño al sello de arena y asfalto o a su vehiculo.
Las condiciones desfavorables del tiempo pueden causar las demoras al trabajo sin nota adicional. Se debe tener algunas preguntas avisa por favor llamar de lo siguinte:
Your Name Here Construction 805-Phone No.
Nombre, Inspector de Construcción 805-Phone No.
Nombre, Director de Proyecto 805-Phone No.
de Construcción
City of Camarillo
Pleasant Valley Road Bike Lane – Project No. ST-5006, CML-5393(036) No Parking Posting Table
CONTRACTOR:_____________________________
PHASE OF WORK:___________________________
STREET LIMITS DAY/DATE POSTED DAY/DATE OF
WORK
INITIAL
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
/
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/
City of Camarillo
NOTICE OF POTENTIAL CLAIM (NOPC)
TO
SPECIFICATION
NUMBER DATE
IDENTIFICATION
NUMBER
Resident Engineer
This is a Notice of Potential Claim for additional compensation submitted as required under the provisions of Section 12 of the General Conditions/Specifications. The act of the engineer, or his/her failure to act, or the event, thing, occurrence, or other cause giving rise to the potential claim occurred on: Date:
The particular nature and circumstances of this potential claim are described as follows, including costs involved (with breakdown):
The reasons for which I believe additional compensation may be due are:
The nature of the costs involved and amount of Potential Claim (provide estimate if accurate figures are not available or describe types of expenses involved):
(attach additional sheets as needed)
The undersigned originator (Contractor or Subcontractor as appropriate) certifies that the above statements and attached documents are made in full cognizance of the California False Claims Act, Government Code sections 12650-12655. The undersigned further understands and agrees that this potential claim to be further considered, unless resolved, must fully conform to the requirements in Section 12 of the General Conditions and must be restated as a claim in the Contractors written statement of claims in conformance with the Standard Specifications and Public Contract Code Section 20104 et seq..
SUBCONTRACTOR or CONTRACTOR ________________________________________ (Circle One) Firm
________________________________________ ________________________________________ (Signature of Authorized Representative) Printed Name
For a subcontractor potential claim
This notice of potential claim is acknowledged, certified and forwarded ________________________________________ ________________________________________ PRIME CONTRACTOR Printed Name
(Signature of Authorized Representative)
(For City Use Only)
Received (Resident Engr) Date
Construction & Demolition Materials Management Plan Estimate for Capital Projects (Submit for approval with each pay estimate)
Project: Dates: from to
On the table below, estimate quantities for each type of material to be diverted or landfilled. Diverted means materials will be recycled on- or off-site, re-used, or salvaged. For each material, list the vendor or facility receiving the materials. Use additional sheets if necessary. Provide weigh tickets or receipts when available.
Estimated weight (in tons) to
Material Type be processed
(Asphalt, concrete, wood, metal,
cardboard, drywall, green waste, etc.)
Diverted
(Reused or
Recycled)
Landfill
Disposal
Hauler or Processor
(Must be filled in for approval) Destination
Estimated Totals (Tons):
Estimated Total Waste (Diverted & Landfill) tons
CERTIFICATION
I hereby certify that I have read and state that this information is correct to the best of my knowledge.
Contractor Company Name and Representative, Printed
Contractor Signature Date
Tonnages and Volume Conversion of Major C&D Wastes
Material Lbs./cubic yard Cubic yards/ton
Mixed Waste 350 lbs/cubic yard 5.7 cubic yards/ton
Wood 300 lbs/cubic yard 6.7 cubic yards/ton
Metal 150 lbs/cubic yard 13.3 cubic yards/ton
Rubble 1,400 lbs/cubic yard
Clean Dirt/Soil 1.25 cubic yards/ton
Asphalt/paving
crushed
1,380 lbs/cubic yard
(recycle estimate only)
Project No. ST-5006, CML-5393(036)
Appendices
APPENDIX B – STANDARDS
2. State of California, Department of Transportation
• Standard Plan A20A to A20E - Pavement Markers and Traffic Lines Typical Details
• Standard Plan A24A to A24D - Pavement Markings - Arrows, Symbols, Numerals, Words
• Standard Plan A24G - Yield Lines, Limit Lines, and Wrong Way Details • Standard Plan A40B – Shoulder Rumble Strip Details Ground-In Indention
• Standard Plan A73C - Delineators, Channelizers and Barricades • Standard Plan A77L1 - Midwest Guardrail System Standard Railing Section (Wood Post with Wood Block)
• Standard Plan A77P2 - Midwest Guardrail System - Typical Layouts for Embankments
• Standard Plan A87A - Curbs and Driveways
• Standard Plan A87B - Hot Mix Asphalt Dikes
• Standard Plan D83A - Precast Reinforced Concrete Box Culvert • Standard Plan D83B - Precast Reinforced Concrete Box
Miscellaneous Details
• Standard Plan D83B - Precast Reinforced Concrete Box
Miscellaneous Details
• Standard Plan D84 - Box Culvert Wingwalls – Type A, B, and C • Standard Plan D84 - Box Culvert Wingwalls – Type D and E • Standard Plan D84 - Box Culvert Warped Wingwalls
Project No. ST-5006, CML-5393(036)
Appendices
APPENDIX C – FEDERAL AND STATE REQUIREMENTS
1. Required Federal-Aid Contract Language – See Contract
Project No. ST-5006, CML-5393(036)
Appendices
APPENDIX C – FEDERAL AND STATE REQUIREMENTS
2. Mitigation Monitoring and Reporting Program
The Contractor shall adhere to the following Mitigation Monitoring and Reporting Program (MMRP).
These requirements are legally binding conditions of the project’s approval and are intended to avoid and minimize impacts to natural resources.
Failure to comply may be considered a breach of contract.
Bidders are advised to review the MMRP carefully and incorporate all related obligations into their bids. No additional compensation will be provided for compliance with these requirements unless explicitly stated otherwise in the contract documents.
Pleasant Valley Road Bike Lanes Project
Mitigation Monitoring and Reporting Program
City of Camarillo
1 PLEASANT VALLEY ROAD BIKE LANES
PROJECT (ST-5006)
CML-5393 (036)
California Environmental Quality Act
Mitigation Monitoring and Reporting Program
State Clearinghouse #2022010540
Prepared for:
City of Camarillo
601 Carmen Drive
Camarillo, CA 93010
Contact: Thang Tran, Project Manager
Prepared by:
GPA Consulting
840 Apollo Street, Suite 312
El Segundo, CA 90245
Contact: Erinn Silva, Senior Associate Environmental Planner March 2022
Pleasant Valley Road Bike Lanes Project
Mitigation Monitoring and Reporting Program
City of Camarillo
2 Mitigation Monitoring and Reporting Program
CEQA requires that a reporting or monitoring program be adopted for the conditions of project approval that are necessary to mitigate or avoid significant effects on the environment (Public Resources Code 21081.6). The mitigation monitoring and reporting program is designed to ensure compliance with adopted mitigation measures during project implementation.
For each mitigation measure recommended in the Mitigated Negative Declaration (MND), specifications are made herein that identify the action required and the monitoring that must occur. In addition, a responsible agency is identified for verifying compliance with individual conditions of approval contained in the Mitigation Monitoring and Reporting Program (MMRP).
To implement this MMRP, the City of Camarillo will designate a Project Mitigation Monitoring and Reporting Coordinator (“Coordinator”). The coordinator will be responsible for ensuring that the mitigation measures incorporated into the project are complied with during project implementation.
The following table will be used as the Coordinator’s checklist to determine compliance with required mitigation measures.
Pleasant Valley Road Bike Lanes Project Mitigation Monitoring and Reporting Program City of Camarillo 3 Table 1. Mitigation Monitoring and Reporting Program AVOIDANCE, MINIMIZATION, AND MITIGATION MEASURES ACTION REQUIRED TIMING/PHASE MONITORING FREQUENCY RESPONSIBLE AGENCY OR PARTY COMPLIANCE VERIFICATION INITIAL DATE COMMENTS Air Quality AQ-1: VCAPCD Rule 55 – Fugitive Dust would be applied during project construction to minimize air quality pollutants as a result of construction activity. VCAPCD Rule 55 is to be applied during project construction. During construction Continuous City of Camarillo Biological Resources BIO-1: Pesticide/insecticide would not be used as part of the project. Pesticide/insecticide are not to be used as part of the project. During construction Continuous City of Camarillo BIO-2: Vegetation removal and excavation would be reduced to the extent feasible. Vegetation removal and excavation are to be reduced to the extent feasible During construction Continuous City of Camarillo BIO-3: To confirm the presence/absence of the overwintering monarch butterfly between September and March, within 48 hours of construction a qualified biologist would survey suitable refuge sites (typically eucalyptus, Monterey pine, and Monterey cypress) where vegetation removal and excavation would be conducted. A qualified biologist is to survey suitable refuge sites where vegetation removal and excavation would be conducted. Forty-eight hours prior to construction Between September and March City of Camarillo BIO-4: If the monarch butterfly is identified overwintering within areas of vegetation removal, efforts would be taken to avoid these areas. If the areas cannot be avoided, appropriate Efforts are to be taken to avoid these areas. If the areas cannot be avoided, appropriate buffers are to be installed. During construction If monarch butterflies are identified overwintering in the project area, City of Camarillo
Pleasant Valley Road Bike Lanes Project Mitigation Monitoring and Reporting Program City of Camarillo 4 buffers would be installed under direction of a qualified biologist, and the overwintering monarch butterflies would be allowed to finish overwintering and migrate out of the project area. Once the overwintering monarch butterflies have left the project area, the buffers would be removed. continuous BIO-5: Construction in areas with trees or vegetation that may provide nesting habitat for birds and raptors would be reduced to the maximum extent feasible. Construction in areas that may provide nesting habitat for birds and raptors are to be reduced to the maximum extent feasible. During construction Continuous City of Camarillo BIO-6: Construction during bird nesting season (typically February 1 to September 1) would be avoided to the extent feasible. Construction during bird nesting season is to be avoided. During construction During bird nesting season (February 1 to September 1); Continuous City of Camarillo BIO-7: If construction is required during the nesting season, nesting bird surveys would be completed no more than 72 hours prior to construction activities to determine if nesting birds or active nests are within 300 feet (500 feet for potential raptor nests) of the construction area. Surveys would be repeated if construction activities are suspended for three days or more. Nesting bird surveys are to be completed no more than 72 hours prior to construction activities. Surveys are to be repeated if construction activities are suspended for three days or more. Seventy-two hours prior to construction During bird nesting season. Surveys are to be repeated if construction activities are suspended for three days or more City of Camarillo BIO-8: If nesting birds are found in the construction zone, Measures to ensure that the birds and/or During construction During nesting season City of Camarillo
Pleasant Valley Road Bike Lanes Project Mitigation Monitoring and Reporting Program City of Camarillo 5 measures to ensure that the birds and/or their nests are not harmed would be implemented, including but not limited to, installation and maintenance of appropriate buffers (typically 300 feet for song birds and 500 feet for raptors) until nesting activity has ended. The buffer size may be modified, under direction of a qualified biologist, and CDFW if appropriate, if it is determined that construction activities would not likely have adverse effect on the birds. their nests are not harmed are to be implemented until nesting activity has ended. if nesting birds are found. Continuous BIO-9: If the project is constructed during maternal season for bats (typically late March through mid-September), a thorough bat roosting habitat assessment would be conducted of all potential roosting habitat within 100 feet of construction activities. The survey will include a visual inspection to identify signs of roosting, and emergence surveys if needed to confirm presence or absence of bats. A thorough bat roosting habitat assessment is to be conducted. The survey is to include a visual inspection. During construction During maternal season for bats (late March through mid- September City of Camarillo BIO-10: If a maternal colony of bats is found, no work would be conducted within 100 feet of the maternal roosting site until the maternal season is finished or the bats have left the site, or as otherwise directed by a qualified biologist. The site would be designated as a sensitive area No work is to be conducted within 100 feet of the maternal roosting site until the maternal season is finished or the bats have left the site, or as otherwise directed by a qualified biologist. During construction If a maternal colony of bats is found, continuous City of Camarillo
Pleasant Valley Road Bike Lanes Project Mitigation Monitoring and Reporting Program City of Camarillo 6 and protected as such until the bats have left the site. No activities would be authorized adjacent to the roosting site. Combustion equipment, such as generators, pumps, and vehicles, would not be parked or operated under or adjacent to the roosting site. Construction personnel would not be authorized to enter areas beneath the colony, especially during the evening exodus (typically between 15 minutes prior to sunset and one hour following sunset). The site is to be designated as a sensitive area. No activities or combustion equipment are to be authorized adjacent to the roosting site. Construction personnel are not to be authorized to enter areas beneath the colony, especially during the evening exodus. BIO-11: Work areas would be reduced to the maximum extent feasible. Work areas are to be reduced to the maximum extent feasible. During construction Continuous City of Camarillo BIO-12: Equipment staging and storage areas for vehicles, equipment, material, fuels, lubricants, and solvents would be restricted to paved areas and would be a minimum of 50 feet from Drainage A, Drainage B, Drainage C, and Drainage D. Equipment staging and storage areas are to be restricted to paved areas and are to be a minimum of 50 feet from Drainage A, Drainage B, Drainage C, and Drainage D. During construction Continuous City of Camarillo BIO-13: Best Management Practices (BMPs), such as silt fencing, fiber rolls, straw bales, or other measures would be implemented during construction to minimize dust, dirt, and construction debris from entering the jurisdictional features, and/or leaving the construction area. BMPs are to be implemented to minimize dust, dirt, and construction debris from entering the jurisdictional features, and/or leaving the construction area. During construction Continuous City of Camarillo
Pleasant Valley Road Bike Lanes Project Mitigation Monitoring and Reporting Program City of Camarillo 7 BIO-14: Appropriate hazardous material BMPs would be implemented to reduce the potential for chemical spills or contaminant releases into the jurisdictional features including any non-stormwater discharge. BMPs are to be implemented to reduce the potential for chemical spills or contaminant releases into the jurisdictional features including any non-stormwater discharge. During construction Continuous City of Camarillo BIO-15: All equipment refueling, and maintenance would be conducted in the staging area away from Drainage A, Drainage B, Drainage C, and Drainage D. In addition, vehicles and equipment would be checked daily for fluid and fuel leaks, and drip pans would be placed under all equipment that is parked and not in operation. Any leaking vehicle or equipment would not be operated in the project area until repaired. All workers would be informed of the importance of preventing spills and the appropriate measures to take should a spill happen. All equipment refueling, and maintenance are to be conducted in the staging area away from Drainage A, Drainage B, Drainage C, and Drainage D. In addition, vehicles and equipment are to be checked daily for fluid and fuel leaks, and drip pans would be placed under all equipment that is parked and not in operation. Any leaking vehicle or equipment are not to be operated in the project area until repaired. All workers would be informed of the importance of preventing spills and the appropriate measures to take should a spill happen. During construction Continuous City of Camarillo BIO-16: Stationary equipment Stationary equipment During Continuous City of
Pleasant Valley Road Bike Lanes Project Mitigation Monitoring and Reporting Program City of Camarillo 8 such as motors, pumps, generators, compressors, and welders located within 100 feet of the jurisdictional features would be positioned over drip- pans, including when in operation. such as motors, pumps, generators, compressors, and welders located within 100 feet of the jurisdictional features are to be positioned over drip-pans, including when in operation. construction Camarillo BIO-17: Any temporary erosion control implemented during construction would be completed using non-invasive species. At project completion, all temporarily disturbed areas would be re-contoured to pre- construction conditions. Any temporary erosion control implemented during construction is to be completed using non- invasive species. At project completion, all temporarily disturbed areas are to be re- contoured to pre- construction conditions. During construction Continuous City of Camarillo BIO-18: Vegetation removed from the project area would follow Caltrans Standard Specifications for Clearing and Grubbing (17-2) and Roadside Clearing (20-1.03C). Existing vegetation would be preserved to the extent feasible, and BMPs, such as identification of existing invasive species, avoidance of invasive species in erosion control, staff training, equipment cleaning, and monitoring, would be implemented in accordance with Executive Order 13112. Vegetation removed from the project area will follow Caltrans Standard Specifications for Clearing and Grubbing (17-2) and Roadside Clearing (20- 1.03C). Existing vegetation is to be preserved to the extent feasible, and BMPs are to be implemented in accordance with Executive Order 13112. During construction Continuous City of Camarillo
Project No. ST-5006, CML-5393(036)
Appendices
APPENDIX D – STORM WATER
1. Storm Water Pollution Prevention Plan (SWPPP) template a. The following SWPPP is included for the Contractor’s reference only. Contractor shall prepare, sign and submit a SWPPP per Sections 2000-37 and 2001-B of the Specifications.
Pleasant Valley Road Bike Lanes SWPPP May 2024
STORMWATER POLLUTION PREVENTION PLAN
for
Pleasant Valley Road Bike Lanes
City Project Number: ST-5006
Project Location:
SWPPP No.: 2024-10
WDID:
RISK LEVEL: 2
* All blanks are to be completed by contractor
Legally Responsible Person (LRP):
City of Camarillo
David Klotzle
601 Carmen Drive
Camarillo, CA 93010
(805) 388-5340
Pleasant Valley Road Bike Lanes SWPPP ii May 2024
Project Address:
SE Corner of Pleasant Valley Road and Las Posas Road
Camarillo, CA 93010
Site Operating Hours:
7AM-3PM
Estimated Project Dates:
Start of Construction: August 2026
Completion of Construction: July 2027
SWPPP Prepared by:
Kimley-Horn and Associates, Inc.
3801 University Avenue, Suite 300
Riverside, CA 92501
SWPPP Preparation Date:
May 2024
QSD Name and Signature:
Pleasant Valley Road Bike Lanes SWPPP iii May 2024
This Stormwater Pollution Prevention Plan template was provided for the exclusive use of current subscribers to California Stormwater Quality Association (CASQA) Stormwater BMP Handbook: Construction (CASQA 2023).
Kimley-Horn and Associates, Inc. is a subscriber, and we have been granted permission for use of the template.
Pleasant Valley Road Bike Lanes SWPPP iv May 2024
Notes to Contractor
The following sections require completion by the Contractor and/or QSP at the start of the project:
• 7.6.3 – Provide QSP information
• 7.7.1.3 – Provide QSP information
• 7.7.1.6 – Provide testing laboratory information
• 7.7.6 – Provide QSP information
• 7.7.7.2 – Provide testing laboratory information
• Appendix F – Insert construction schedule
• Appendix G – Insert MSDS for products identified in matrix that are used or stored onsite • Appendix K – Provide information related to SWPPP training provided onsite • Appendix L – Insert QSP certificate
• Appendix M – Insert list of Contractor and Subcontractors employed at the Site
Pleasant Valley Road Bike Lanes SWPPP v May 2024
Contact Information
Role Name Phone Number License or Certification
Number, if Applicable
Qualified SWPPP
Developer (QSD)
Qualified SWPPP
Developer (QSD)
Qualified SWPPP
Practitioner (QSP)
Qualified SWPPP
Practitioner (QSP)
QSP Delegate
QSP Delegate
QSP Delegate
QSP Delegate
Pleasant Valley Road Bike Lanes SWPPP vi May 2024
Table of Contents
Table of Contents vi
Qualified SWPPP Developer .......................................................................................................................................x Amendment Log xi
Section 1 SWPPP Requirements................................................................................................................1
1.1 Introduction......................................................................................................................................................1
1.2 Permit Registration Documents .......................................................................................................................1
1.3 SWPPP Availability and Implementation .........................................................................................................2
1.4 SWPPP Amendments......................................................................................................................................2
1.5 Retention of Records .......................................................................................................................................3
1.6 Reporting .........................................................................................................................................................4
1.7 Changes to Permit Coverage...........................................................................................................................4
1.8 Notice of Termination.......................................................................................................................................4 Section 2 Project Information.....................................................................................................................6
2.1 Project and Site Description ............................................................................................................................6
2.1.1 Site Description ........................................................................................................................................6
2.1.2 Existing Conditions ...................................................................................................................................6
2.1.3 Existing Drainage .....................................................................................................................................6
2.1.4 Geology and Groundwater........................................................................................................................7
2.1.5 Project Description ...................................................................................................................................7
2.1.6 Developed Condition ................................................................................................................................7
2.2 Permits and Governing Documents.................................................................................................................7
2.3 Stormwater Run-On from Offsite Areas ...........................................................................................................8
2.4 Findings of the Construction Site Sediment and Receiving Water Risk Determination ...................................8
2.5 Construction Schedule.....................................................................................................................................9
2.6 Potential Construction Activity and Pollutant Sources .....................................................................................9
2.7 TMDL Requirements......................................................................................................................................10
2.8 Identification of Non-Stormwater Discharges.................................................................................................11
2.9 Required Site Map Information ......................................................................................................................12 Section 3 Best Management Practices....................................................................................................13
3.1 Schedule for BMP Implementation ................................................................................................................13
3.2 Erosion and Sediment Control.......................................................................................................................14
3.2.1 Erosion Control.......................................................................................................................................15
3.2.2 Sediment Controls ..................................................................................................................................18
Pleasant Valley Road Bike Lanes SWPPP vii May 2024
3.3 Non-Stormwater Controls and Waste and Materials Management................................................................22
3.3.1 Non-Stormwater Controls .......................................................................................................................22
3.3.2 Materials Management and Waste Management ...................................................................................26
3.4 TMDL-Related BMPs.....................................................................................................................................30
3.5 Post Construction Stormwater Management Measures.................................................................................30 Section 4 BMP Inspection and Maintenance...........................................................................................32
4.1 BMP Inspection and Maintenance .................................................................................................................32 Section 5 Training .....................................................................................................................................33 Section 6 Responsible Parties and Operators........................................................................................34
6.1 Responsible Parties.......................................................................................................................................34
6.2 Contractor List ...............................................................................................................................................36 Section 7 Construction Site Monitoring Program...................................................................................37
7.1 Purpose .........................................................................................................................................................37
7.2 Applicability of Permit Requirements .............................................................................................................37
7.3. Weather and Precipitation Event Tracking.....................................................................................................37
7.3.1 Weather Tracking ...................................................................................................................................37
7.3.2 Rain Gauges...........................................................................................................................................37
7.4 Monitoring Locations......................................................................................................................................38
7.5 Safety and Monitoring Exemptions ................................................................................................................38
7.6 Visual Monitoring ...........................................................................................................................................38
7.6.1 Routine Observations and Inspections ...................................................................................................39
7.6.2 Qualifying Precipitation Event Triggered Observations and Inspections ................................................39
7.6.3 Visual Monitoring Procedures.................................................................................................................40
7.6.4 Visual Monitoring Follow-Up and Reporting ...........................................................................................41
7.6.5 Visual Monitoring Locations....................................................................................................................41
7.7 Water Quality Sampling and Analysis............................................................................................................41
7.7.1 Sampling and Analysis Plan for Non-Visible Pollutants in Stormwater Runoff Discharges ....................41
7.7.2 Sampling and Analysis Plan for pH and Turbidity in Stormwater Runoff Discharges .............................48
7.7.3 Sampling and Analysis Plan for pH and Turbidity in Receiving Water....................................................51
7.7.4 Sampling and Analysis Plan for Dewatering Discharges........................................................................51
7.7.5 Sampling and Analysis Plan for Other Pollutants Required by the Regional Water Board.....................53
7.7.6 Training of Sampling Personnel..............................................................................................................53
7.7.7 Sample Collection and Handling.............................................................................................................53
7.8 Active Treatment System Monitoring.............................................................................................................55
7.9 Passive Treatment Monitoring .......................................................................................................................55
Pleasant Valley Road Bike Lanes SWPPP viii May 2024
7.10 Watershed Monitoring Option ........................................................................................................................55
7.11 Quality Assurance and Quality Control..........................................................................................................55
7.11.1 Field Logs ...............................................................................................................................................56
7.11.2 Clean Sampling Techniques...................................................................................................................56
7.11.3 Chain of Custody ....................................................................................................................................56
7.11.4 QA/QC Samples .....................................................................................................................................56
7.11.4.1 Field Duplicates ......................................................................................................................................56
7.11.5 Data Verification .....................................................................................................................................57
7.12 Records Retention.........................................................................................................................................58 Section 8 References ................................................................................................................................59 Appendix A: Site Maps and Drawings......................................................................................................................60 Appendix B: Permit Registration Documents .........................................................................................................61 Appendix C: SWPPP Amendment QSD Certifications............................................................................................62 Appendix D: Submitted Changes of Information ....................................................................................................64 Appendix E: Construction Schedule........................................................................................................................66 Appendix F: Construction Activities, Materials Used, and Associated Pollutants ..............................................67 Appendix G: CASQA Stormwater BMP Handbook: Construction Fact Sheets ....................................................69 Appendix H: BMP Inspection Form..........................................................................................................................70 Appendix I: Training Forms ......................................................................................................................................77 Appendix J: Responsible Parties .............................................................................................................................80 Appendix K: Contractors and Subcontractors........................................................................................................82 Appendix L: Calculations..........................................................................................................................................83 Appendix M: Weather Reports..................................................................................................................................84 Appendix N: Monitoring Records .............................................................................................................................85 Appendix O: Example Storm Event Monitoring Forms ..........................................................................................86 Appendix P: Field Meter Instructions.......................................................................................................................97 Appendix Q: Supplemental Information ..................................................................................................................98 Appendix R: Active Treatment System and Passive Treatment Plans..................................................................99 Appendix S: Construction General Permit ............................................................................................................100
Pleasant Valley Road Bike Lanes SWPPP ix May 2024
Appendices
Appendix A: Site Maps and Drawings
Appendix B: Permit Registration Documents
Appendix C: SWPPP Amendment QSD Certifications
Appendix D: Submitted Changes of Information
Appendix E: Construction Schedule
Appendix F: Construction Activities, Materials Used, and Associated Pollutants Appendix G: CASQA Stormwater BMP Handbook: Construction Fact Sheets Appendix H: BMP Inspection Form
Appendix I: Training Forms
Appendix J: Responsible Parties
Appendix K: Contractors and Subcontractors
Appendix L: Calculations
Appendix M: Weather Reports
Appendix N: Monitoring Records
Appendix O: Example Storm Event Monitoring Forms
Appendix P: Field Meter Instructions
Appendix Q: Supplemental Information
Appendix R: Active Treatment System and Passive Treatment Plans Appendix S: Construction General Permit
Pleasant Valley Road Bike Lanes SWPPP x May 2024
Qualified SWPPP Developer
Approval and Certification of the Stormwater Pollution Prevention Plan Project Name: Pleasant Valley Road Bike Lanes
City Provided Project
Number/ID: ST-5006
“This Stormwater Pollution Prevention Plan and its appendices were prepared under my direction to meet the requirements of the California Construction Stormwater General Permit (Order No. 2022-0057-DWQ). I certify that I am a Qualified SWPPP Developer in good standing as of the date signed below and will maintain up to date credentials for the duration of the project.”
QSD Signature Date
QSD Name QSD Certificate Number
Title and Affiliation Telephone Number
Email
Pleasant Valley Road Bike Lanes SWPPP xi May 2024
Amendment Log
Project Name: Pleasant Valley Road Bike Lanes
City Provided Project
Number/ID:
Amendment No. Date Brief Description of Amendment (include section and page number)
Prepared and Approved By
Name:
QSD#
Name:
QSD#
Name:
QSD#
The SWPPP will be revised when:
• There is a 2022 CGP violation (2022 CGP Section VI.Q.1); • There is a reduction or increase in total disturbed acreage (2022 CGP Section III.F.2. and F.4); • BMPs are not effective and are not resulting in a reduction or elimination of pollutants in stormwater discharges and authorized non-stormwater discharges (2022 CGP Section VI.Q.1 and Attachment E Section III.C.5); • There is a change in the project duration that changes the project Risk Type (2022 CGP Section III.F.1); • Dischargers with projects where all construction activities (including passive treatment, active treatment systems, and/or active equipment) will be suspended for 30 days or more (2022 CGP Section III.G); • There is a change in construction or operations that may affect the discharge of pollutants to surface waters, groundwater(s), or a municipal separate storm sewer system (MS4) (2022 CGP Sections IV.O. and VI.Q.1); or
When deemed necessary by the QSD. The QSD has determined that the changes listed in Table 1-1 can be field determined by the QSP. All other changes will be made by the QSD as formal amendments to the SWPPP. Note that the 2022 CGP requires that the QSD “revise the SWPPP to address potential problems identified by visual inspections, sampling data, comments from a QSP, or their own site observations (2022 CGP Section V.C.2.).
SWPPP Amendment QSD Certifications are located in Appendix C.
Pleasant Valley Road Bike Lanes SWPPP 1 May 2024
Section 1 SWPPP Requirements
1.1 INTRODUCTION
This Stormwater Pollution Prevention Plan (SWPPP) is designed to comply with California’s General Permit for Stormwater Discharges Associated with Construction and Land Disturbance Activities (2022 CGP), State Water Resources Control Board (State Water Board) Order No. 2022-0057-DWQ (NPDES No. CAS000002) (Appendix S).
This SWPPP has been prepared following the 2022 CGP SWPPP Template for Traditional Projects provided in the California Stormwater Quality Association (CASQA) Stormwater Best Management Practice (BMP) Handbook:
Construction (CASQA 2023).
This project is considered a traditional construction project.
In accordance with the 2022 CGP, Section IV.O, this SWPPP is designed to address the following:
• Identification of all pollutants, their sources, and control mechanisms, including sources of sediment associated with all construction activities (e.g., sediment, paint, cement, stucco, cleaners, site erosion); • Pollutant source assessments, including a list of potential pollutant sources and identification of site areas where additional BMPs are necessary to reduce or prevent pollutants in stormwater and authorized nonstormwater discharges, per the minimum requirements when developing the pollutant source assessment; • Description of site-specific BMPs implemented to reduce or eliminate stormwater pollution; • Where not otherwise required to be under a Regional Water Quality Control Board (Regional Water Board) permit, all non-stormwater discharges are identified and either eliminated, controlled, or treated; • Site BMPs are effective and result in the reduction or elimination of pollutants in stormwater discharges and authorized non-stormwater discharges from construction activity to the Best Available Technology/Best Control Technology (BAT/BCT) standard; and;
• Stabilization BMPs are installed to reduce or eliminate pollutants after construction is completed are effective and maintained; and
• Calculations and design details, as well as BMP controls, are complete and correct.
The Pleasant Valley Road Bike Lanes project (Project) comprises of approximately a 1.6-mile section of Pleasant Valley Road to incorporate Class II Bicycle Lanes along Pleasant Valley Road. The total disturbed area consists of approximately 9.0 acres. The Project is located along Pleasant Valley Road between Las Posas Road and East 5th Street in the City of Camarillo, California. The project’s location is shown on the Site Maps in Appendix A.
1.2 PERMIT REGISTRATION DOCUMENTS
Required Permit Registration Documents (PRDs) shall be submitted to the State Water Board via the Stormwater Multi Application and Report Tracking System (SMARTS) by the LRP or DAR. The project-specific PRDs include (2022 CGP Section III.A):
1. Notice of Intent (NOI);
2. Risk Level Determination (Construction Site Sediment and Receiving Water Risk Determination);
3. Site Drawings and Map;
4. SWPPP;
5. Applicable plans, calculations, and other supporting documentation for compliance with the Phase I or Phase II municipal separate storm sewer system (MS4) post construction requirements or the post-construction standards of the 2022 CGP:
Pleasant Valley Road Bike Lanes SWPPP 2 May 2024
• Attachment or web-source containing the applicable Phase I or Phase II MS4 post construction requirements; • The post construction plans and calculations submitted to or approved by the applicable Phase I or Phase II MS4; and
6. Signed Certification Statement (LRP Certification is provided electronically with SMARTS PRD submittal).
Site Maps can be found in Appendix A. A copy of the submitted PRDs shall also be kept in Appendix B along with the Waste Discharge Identification (WDID) confirmation.
1.3 SWPPP AVAILABILITY AND IMPLEMENTATION
The SWPPP will be available at the construction site during working hours list on the title sheet and Section 7.5, while construction is occurring and shall be made available upon request by a federal, state, or municipal inspector. A current copy of the site-specific SWPPP and any site inspection reports required by the 2022 CGP may be kept in electronic format at the site so long as the information requested by a federal, state, or municipal inspector can be made available during an inspection. Legible maps in hard copy must be available at the site (2022 CGP Section IV.O.1.).
The SWPPP must be implemented at the appropriate level to protect water quality at all times throughout the life of the project. The SWPPP must remain on the site during construction activities, commencing with the initial mobilization and ending with the termination of coverage under the 2022 CGP.
1.4 SWPPP AMENDMENTS
SWPPP changes or amendments will be uploaded through SMARTS within 30 calendar days. The SWPPP will be revised when:
• If there is a 2022 CGP violation (2022 CGP Section VI.Q.1); • There is a reduction or increase in total disturbed acreage (2022 CGP Section III.F.2 and F.4.); • BMPs are not effective and are not resulting in a reduction or elimination of pollutants in stormwater discharges and authorized non-stormwater discharges (2022 CGP Section VI.Q.1 and Attachment D Section III.C.5); • There is a change in the project duration that changes the project’s risk level (2022 CGP Section III.F.1); or • Dischargers with projects where all construction activities (including passive treatment, active treatment systems, and/or active equipment) will be suspended for 30 days or more (2022 CGP Section III.G.).
Additionally, the SWPPP will be amended when:
• There is a change in construction or operations that may affect the discharge of pollutants to surface waters, groundwater(s), or a municipal separate storm sewer system (MS4) (2022 CGP Sections IV.O. and VI.Q.1); or
When deemed necessary by the QSD. The QSD has determined that the changes listed in Table 1-1 can be field determined by the QSP. All other changes will be made by the QSD as formal amendments to the SWPPP. Note that the 2022 CGP requires that the QSD revise the SWPPP to address potential problems identified by visual inspections, sampling data, comments from a QSP, or their own site observations (2022 CGP Section V.C.2.).
The following items shall be included in each amendment:
• Who requested the amendment;
• The location of proposed change;
• The reason for change;
• The original BMP(s) proposed, if any;
Pleasant Valley Road Bike Lanes SWPPP 3 May 2024
• The new BMP(s) proposed; and
• QSD certification.
SWPPP amendments will be logged at the front of the SWPPP and SWPPP Amendment QSD certifications will be located in Appendix C. The SWPPP text will be revised, replaced and/or hand annotated as necessary to properly convey the amendment. SWPPP amendments must be made by a QSD. The following changes have been designated by the QSD as “to be field determined” and constitute minor changes that the QSP may implement based on field conditions.
Table 1-1. List of Changes to be Field Determined
Candidate changes for field location or determination by QSP (1) Check changes that can be field located or field determined by QSP
Increase quantity of an Erosion or Sediment Control Measure Relocate/add stockpiles or stored materials
Relocate or add toilets
Relocate vehicle storage and/or fueling locations
Relocate areas for waste storage
Relocate water storage and/or water transfer location Changes to access points (entrance/exits)
Change type or location of Erosion or Sediment Control Measure Minor changes to schedule or phases
Changes in construction materials
(1) Any field changes not identified for field location or field determination by the QSP must be made as an amendment by the QSD.
1.5 RETENTION OF RECORDS
Paper or electronic records of documents required by this SWPPP will be retained for a minimum of three years from the date generated or date submitted, whichever is later, for the following items:
• SWPPP;
• Visual monitoring reports;
• Sampling equipment calibration records;
• pH and turbidity sampling field sheets;
• Analytical laboratory reports;
These records will be available at the Site until construction is complete. Records assisting in the determination of compliance with the 2022 CGP will be made available within a reasonable time to the Regional Water Board, State Water Board, or U.S. Environmental Protection Agency (EPA) upon request. Requests by the Regional Water Board for retention of records for a period longer than three years will be adhered to.
Pleasant Valley Road Bike Lanes SWPPP 4 May 2024
1.6 REPORTING
Completed inspection checklists are not required to be submitted to the Regional Water Board. However, completed inspection checklists will be kept with the SWPPP on-site or electronically. The 2022 CGP requires that permittees prepare, certify, and electronically submit an Annual Report no later than September 1 of each year. Reporting requirements are identified in 2022 CGP Section VI.P. Annual reports will be filed in SMARTS and in accordance with information required by the online forms.
Planned changes in site construction activities that may result in non-compliance with the 2022 CGP are required to be provided in writing to the Regional Water Board and local stormwater agency in advance of the changes.
If a 2022 CGP discharge violation occurs, the QSP will immediately notify the LRP. The LRP will include information on the violation with the Annual Report. Corrective measures will be implemented immediately following identification of the discharge or written notice of non-compliance from the Regional Board. Discharges and corrective actions must be documented and include the following items:
• The date, time, location, nature of operation, and type of unauthorized discharge; • The cause or nature of the notice or order;
• The BMPs deployed before the discharge event, or prior to receiving notice or order; and • The date of deployment and type of BMPs deployed after the discharge event, or after receiving the notice or order, including additional measures installed or planned to reduce or prevent re-occurrence.
In the event of an emergency dewatering, the Regional Water Board and applicable MS4 are to be notified within 24 hours of a discharge occurring. An emergency is defined as the need to protect human life and health or prevent severe property damage.
1.7 CHANGES TO PERMIT COVERAGE
The 2022 CGP allows for the reduction or increase of the total acreage covered under the 2022 CGP when: a portion of the project is complete and/or conditions for termination of coverage have been met; when ownership of a portion of the project is purchased by a different entity; or when new acreage is added to the project.
Modified PRDs will be filed electronically through a Change of Information (COI) within 30 days of a reduction or increase in total disturbed area if a change in permit-covered acreage is to be sought. The SWPPP will be modified appropriately and will be logged at the front of the SWPPP. SWPPP Amendments QSD Certifications will be located in Appendix C. COIs submitted electronically via SMARTS can be found in Appendix D.
1.8 NOTICE OF TERMINATION
A Notice of Termination (NOT) must be submitted electronically by the LRP or DAR via SMARTS to terminate coverage under the 2022 CGP.
According to the requirements of 2022 CGP Section III.H.4., the following final stabilization method will be used to satisfy final stabilization condition requirements:
• 70 percent final cover method supported by pre- and post-project photographs demonstrating stabilization.
The Regional Water Board will consider a construction site complete when the conditions of the 2022 CGP Section III.H., have been met.
The discharger is required to submit the following in SMARTS:
• NOT SMARTS Form;
• QSP-prepared final NOT inspection which includes the QSP name and valid QSP certificate number; • Final site map with photo orientation references;
Pleasant Valley Road Bike Lanes SWPPP 5 May 2024
• Photos demonstrating final stabilization and the applicable post-construction BMPs and/or low impact development; and
• A long-term maintenance plan for the post-construction stormwater runoff BMPs and/or low impact development features being implemented.
According to the 2022 CGP, the NOT will be automatically approved within 30 calendar days after the date the NOT was submitted, unless, within the 30 calendar days the Regional Water Board notifies the discharger through SMARTS that the Notice of Termination has been denied, returned, or accepted for review (2022 CGP Section III.H.7).
Note: If an Annual Report has not been filed in the current reporting year, an Annual Report will need to be submitted prior to the NOT.
Pleasant Valley Road Bike Lanes SWPPP 6 May 2024
Section 2 Project Information
2.1 PROJECT AND SITE DESCRIPTION
2.1.1 Site Description
The Pleasant Valley Road Bike Lanes project consists of minor roadway widening along a 1.6-mile section of Pleasant Valley Road to incorporate Class II Bicycle Lanes on Pleasant Valley Road. The total disturbed area consists of approximately 9.0 acres. The project is located at Pleasant Valley Road, between Las Posas Road and East 5th Street, in the City of Camarillo, California. The project development will include upgrades to the earthen drainage ditch along the north side of Pleasant Valley Road, construction of curb/gutter, and driveway, traffic signing/striping and the placement of asphalt concrete pavement overlay. The Project site is located 2.3 miles east of Revolon Slough and 3.8 miles north of Calleguas Creek. The Project site is located approximately 2,000 feet southeast of the Camarillo Airport, 4,500 feet south of Highway 101, and 3,000 feet north of Highway 34 (East 5th Street). The Project is generally bound to the west by Las Posas Road, to the east by E 5th Street, to the south by vacant lots, and to the north by an agricultural facility. The Project is located at 34.20556, -119.05583 and is identified on the Vicinity Map in Appendix A.
2.1.2 Existing Conditions
As of the initial date of this SWPPP, the project site is a fully developed road with eroded embankments along the earthen drainage ditch on the north and south side of Pleasant Valley Road. The project is constrained by large power/utility poles and agricultural land on both the north and south sides of Pleasant Valley Road. The project will disturb areas that are presently streets and pervious areas. The total site area is 9.0 acres and 52% impervious.
According to the CA SWRCB GeoTracker website, there are no known historic sources of contamination on site.
2.1.3 Existing Drainage
The project area is fully developed. The existing site generally slopes southwesterly. Drainage sheet flows across the roadway and shoulder to two roadside ditches that run parallel to Pleasant Valley Road from approximately E 5th St to Las Posas Road and continues in existing roadside ditches to Revolon Slough. Revolon Slough then discharges to Calleguas Creek Reach 2, to Calleguas Creek Reach 1, and ultimately to the Pacific Ocean.. The water quality impairments for the 2020-2022 and 2024 303 (d) lists and TMDLs identified in the 2022 CGP Table H-1 for the receiving waters are identified in the Table 2-1.
Table 2-1. Applicable 303(d) List Impairments and TMDLs Receiving Water
Water Quality Impairment
303(d) list TMDL (2022 CGP Table H-1)
Revolon Slough
(Calleguas Creek Reach 4)
2024: Chlordane (tissue &
sediment), Chlorpyrifos,
Chlorpyrifos (tissue), Diazinon,
Dieldrin (tissue), Endosulfan (tissue
& sediment), Selenium, Total DDT,
Toxaphene (tissue & sediment),
Aluminum, Sedimentation/Siltation,
ChemA (tissue), Nitrate, Nitrogen,
PCBs (tissue), Toxicity, Trash
Calleguas Creek Watershed Salts
(Boron, Chloride, Sulfate, and TDS),
Calleguas Creek Watershed Metals
and Selenium (Copper, Mercury,
Nickel, Selenium, and Total Copper),
Calleguas Creek Watershed
Organochlorine Pesticides and
PCBs (Chlordane, 4,4-DDD, 4,4-
DDE, 4,4-DDT, Dieldrin, PCBs, and
Toxaphene)
Pleasant Valley Road Bike Lanes SWPPP 7 May 2024
2.1.4 Geology and Groundwater
The Geotechnical Investigation for the Project, prepared by Oakridge Geoscience, Inc., encountered subsurface soils consisting of alluvium and artificial fill consisting primarily of soft to stiff sandy clay with lesser amounts of very loose to medium dense, silt and silty to clayey sand. The USDA Natural Resources Conservation Service’s Web Soil Survey online tool was used to categorize the site soil types. The project site primarily consists of hydrologic soil group (HSG) type C. HSG type C soils tend to have moderately fine or fine textures that typically prevent the downward movement of water and therefore have low infiltration rates. Based on the National Ground-Water Monitoring Network, historic groundwater is expected to be encountered at depths of less than 10 feet below existing ground surface. However, groundwater was not encountered during field exploration depths up to 10 feet.
2.1.5 Project Description
The Project development will include upgrades to the earthen drainage ditch along the north and south side of Pleasant Valley Road, construction of curb/gutter, and driveway, traffic signing/striping and the placement of asphalt concrete pavement overlay. Construction activities also include the installation of Modular Wetland Units for stormwater quality treatment. Soil disturbing activities will take place over 9.0 acres of the 1.6-mile stretch Project. Refer to Appendix A for the Erosion Control Plans.
2.1.6 Developed Condition
The project proposes roadside channels running parallel to Pleasant Valley Road. Water is conveyed under driveways through box culverts, and modular wetlands are proposed to treat on site surface water prior to joining with the channel flow. Post-construction drainage patterns and conveyance systems are presented on Site Maps prepared by KimleyHorn in Appendix A.
Table 2-2. Construction Site Estimates
Construction site area 9.0 acres
Total area of disturbance 9.0 acres
Percent impervious before construction 52 %
Runoff coefficient before construction 0.23
Percent impervious after construction 91 %
Runoff coefficient after construction 0.9
2.2 PERMITS AND GOVERNING DOCUMENTS
In addition to the 2022 CGP, the following documents have been taken into account while preparing this SWPPP:
• Regional Water Board requirements
• Basin Plan requirements
• Contract Documents
• Air Quality regulations and permits
• State Water Board GeoTracker database (GeoTracker)
Pleasant Valley Road Bike Lanes SWPPP 8 May 2024
2.3 STORMWATER RUN-ON FROM OFFSITE AREAS
Run-on is expected throughout the project from the agricultural fields adjacent to the Project site and from areas of Pleasant Valley Road adjacent to the Project site that will not be redeveloped.
The 2022 CGP requires that temporary BMPs be implemented to direct offsite run-on away from disturbed areas using runoff controls. The following BMPs will be implemented if run-on is identified: gravel bags or approved equal will be installed across the entry and exit points of channels to reduce impacts from onsite run-on. The associated stormwater conveyance facilities or BMPs are shown on the Construction Documents in Appendix A.
2.4 FINDINGS OF THE CONSTRUCTION SITE SEDIMENT AND RECEIVING WATER RISK DETERMINATION A construction site risk assessment has been performed for the project and the resultant risk level is Risk Level 2.
The risk level was determined through the use of the EPA’s Rainfall Erosivity Factor Calculator for Small Construction Sites at: https://lew.epa.gov/ in accordance with the State Water Board Guidance for multi-year projects at:
https://www.waterboards.ca.gov/water_issues/programs/stormwater/smarts/construction/docs/rfactor_guide.pdf, and K and LS provided in Caltrans Water Quality Planning tool. The risk level is based on project duration, location, proximity to impaired receiving waters, and soil conditions. A copy of the Risk Level determination submitted on SMARTS with the PRDs is included in Appendix B.
Table 2-3 and Table 2-4 summarize the sediment and receiving water risk factors and document the sources of information used to derive the factors.
Table 2-3. Summary of Sediment Risk
RUSLE Factor Value Method for Establishing Value
R 58.55 Environmental Protection Agency: https://lew.epa.gov/ K 0.32 2022 CGP K Factor Map Tool
LS 0.73 Proposed Hydrology Exhibit; LS Factors for Construction Sites from Renard et al. 1997
Total Predicted Sediment Loss (tons/acre) 13.68
Overall Sediment Risk
Low Sediment Risk < 15 tons/ acre
Medium Sediment Risk >= 15 and < 75 tons/acre
High Sediment Risk >= 75 tons/acre
☒ Low
☐ Medium
☐ High
Runoff from the project site discharges into Calleguas Creek Reach 2, 1, and ultimately into the Pacific Ocean.
Table 2-4. Summary of Receiving Water Risk
Receiving Water Name
303(d) Listed for
Sediment Related
Pollutant (1)
TMDL for Sediment
Related Pollutant (1)
Beneficial Uses of
COLD, SPAWN, and
MIGRATORY (1)
Revolon Slough
(Calleguas Creek Reach 4)
☒ Yes ☐ No ☐ Yes ☒ No ☐ Yes ☒ No
Overall Receiving Water Risk ☐ Low
Pleasant Valley Road Bike Lanes SWPPP 9 May 2024
Table 2-4. Summary of Receiving Water Risk
Receiving Water Name
303(d) Listed for
Sediment Related
Pollutant (1)
TMDL for Sediment
Related Pollutant (1)
Beneficial Uses of
COLD, SPAWN, and
MIGRATORY (1)
☒ High
(1) If yes is selected for any option the Receiving Water Risk is High Risk Level 2 sites are subject to both the numeric effluent limitations and numeric action limitations (NALs). The numeric effluent limitations require stormwater discharges associated with construction activity to minimize or prevent pollutants in stormwater and authorized non-stormwater through the use of controls, structures and best management practices (BMPs). Discharges from Risk Level 2 site are subject to NALs for pH and turbidity shown in Table 2-5. This SWPPP has been prepared to address Risk Level 2 requirements (2022 CGP Attachment D).
Table 2-5. Numeric Action Levels and Numeric Effluent Limits Parameter Unit Numeric Action Level Numeric Effluent Limit pH pH units Lower NAL < 6.5
Upper NAL > 8.5 Not Applicable
Turbidity NTU > 250 NTU Not Applicable
2.5 CONSTRUCTION SCHEDULE
The site sediment risk was determined based on construction taking place between August 1, 2026, and July 1, 2027.
Modification or extension of the schedule (start and end dates) may affect risk determination and permit requirements.
The LRP shall contact the QSD if the schedule changes during construction to address potential impact to the SWPPP.
The estimated schedule for planned work can be found in Appendix E.
2.6 POTENTIAL CONSTRUCTION ACTIVITY AND POLLUTANT SOURCES Appendix F includes a list of construction activities and associated materials that are anticipated to be used onsite as well as the pollutant source assessment form that was completed for the project. These activities and associated materials will or could potentially contribute pollutants, other than sediment, to stormwater runoff.
The anticipated activities and associated pollutants were used in Section 3 to select the BMPs for the project. Locations of anticipated pollutants and associated BMPs are shown on the Site Map in Appendix A.
Additionally, proper measures will be taken to ensure that trench spoils or any other soils disturbed during construction activities that are contaminated are not discharged with stormwater or non-stormwater discharges into storm drains or water bodies (except pursuant to a separate NPDES Permit). If contaminated soils are found on site, and the responsible party cannot be identified or fails to take action, soils will be sampled to determine proper handling and protect public safety. The appropriate local, State, and federal agencies along with the appropriate Regional Water Board will be notified when contaminated soils are observed.
Pleasant Valley Road Bike Lanes SWPPP 10 May 2024
For sampling requirements for non-visible pollutants associated with construction activity, please refer to Section 7.7.1.
For a full and complete list of onsite pollutants, refer to the Safety Data Sheets (SDS), which are retained onsite at the construction trailer or are available electronically at the site.
2.7 TMDL REQUIREMENTS
Based on the Project’s receiving water and the pollutant source assessment, this following TMDLs are applicable to the Project (See 2022 CGP Attachment H).
Table 2-8. Project TMDLs
TMDL Applicable Water
Body/ Watershed
Pollutants Additional TMDLRelated NAL or NELCompliance Actions Calleguas Creek
Watershed Salts
TMDL
Calleguas Creek
Watershed
Boron, Chloride,
Sulfate, and Total
Dissolved Solids
None Comply with
General Permit
Calleguas Creek
Watershed
Organo-chlorine
Pesticides and
PCBs TMDL
Calleguas Creek
Watershed
Chlordane, 4,4-
DDD, 4,4-DDE, 4-4-
DDT, Dieldrin,
PCBs, and
Toxaphene
None Comply with
General Permit and
the additional Toxics
TMDL
Requirements in
Section I.G.2.
Calleguas Creek
Watershed Metals
and Selenium
TMDL
Revolon Slough
(Calleguas Creek
Reach 4)
Copper, Nickel, and
Selenium
None Comply with
General Permit and
the additional Metals
TMDL
Requirements in
Section I.G.2.
Calleguas Creek
Watershed Metals
and Selenium
TMDL
Revolon Slough
(Calleguas Creek
Reach 4)
Total Copper Interim NAL of 0.204
mg/L
Comply with
General Permit and
the additional Metals
TMDL
Requirements in
Section I.G.3.
Calleguas Creek
Watershed Metals
and Selenium
TMDL
Revolon Slough
(Calleguas Creek
Reach 4)
Mercury None Comply with
General Permit and
the additional Metals
TMDL
Requirements in
Section I.G.2.
These TMDLs are also identified in Section 2.1.3. The applicable NALs and NELs are also identified in Section 2.4.
BMP requirements related to TMDLs are discussed in Section 3.4. Monitoring requirements related to TMDLs are discussed further in Section 7.7.
Pleasant Valley Road Bike Lanes SWPPP 11 May 2024
2.8 IDENTIFICATION OF NON-STORMWATER DISCHARGES
Non-stormwater discharges into storm drainage systems or waterways, which are not authorized under the 2022 CGP and listed in the SWPPP, or authorized under a separate NPDES permit, are prohibited.
Non-stormwater discharges that are authorized from this project site include the following:
Non-stormwater discharges that are authorized from this project site include the following:
• Non-Chlorinated potable water sources such as: fire hydrant flushing, irrigation of vegetative erosion control measures, pipe flushing and testing, water to control dust and other discharges not subject to a separate general NPDES permit adopted by the region.
Non-stormwater discharges must meet the following conditions to be authorized:
• Discharge does not cause or contribute to a water quality standard violation; • Discharge does not violate other provision of the General Permit; • Discharge is not prohibited by the applicable Basin Plan; • The SWPPP includes appropriate BMPs to be implemented to prevent or reduce contact of the nonstormwater discharge with construction materials or equipment; • The discharge does not contain toxic pollutants in toxic amounts or other significant quantities of pollutants;
• The discharge meets applicable NELs and NALs; and
• The discharger samples and reports the sampling information in the annual report.
These authorized non-stormwater discharges will be managed with the stormwater and non-stormwater BMPs described in Section 3 of this SWPPP and will be minimized under the direction of the QSP. Additionally, the nonstormwater discharges not applicable to this project are still allowable granted they do not contact potential pollutant sources.
Steps will be taken, including the implementation of appropriate BMPs, to ensure that unauthorized discharges are eliminated, controlled, disposed, or treated on-site. Activities at this site that may result in unauthorized non-stormwater discharges include:
• Vehicle and equipment cleaning, fueling and maintenance operations; • Vehicle and equipment wash water, including concrete washout water; • Slurries from concrete cutting and coring operations, PCC grinding or AC grinding operations; • Slurries from concrete or mortar mixing operations;
• Slurries from drilling or boring operations;
• Blast residue from high-pressure washing of structures or surfaces; • Wash water from cleaning painting equipment;
• Runoff from dust control applications of water or dust palliatives; • Sanitary and septic wastes; and
• Chemical leaks and/or spills of any kind including but not limited to petroleum, paints, cure compounds, etc. Steps will be taken, including the implementation of appropriate BMPs, to ensure that unauthorized discharges are eliminated, controlled, disposed, or treated on-site. Discharges of construction materials and wastes, such as fuel or paint, resulting from dumping, spills, or direct contact with rainwater or stormwater runoff, are also prohibited.
Pleasant Valley Road Bike Lanes SWPPP 12 May 2024
2.9 REQUIRED SITE MAP INFORMATION
The construction project’s Site Map(s) showing the project location, surface water boundaries, geographic features, construction site perimeter and general topography, locations of storm drain inlets that receive runoff from the project, and other requirements identified in 2022 CGP Sections IV.O.2. k. and l are located in Appendix A. Table 2-9 identifies Maps or Sheet Nos. where required elements are illustrated. Additional plan sheets are available upon request.
Table 2-9. Required Map Information
Included on Map/Plan Sheet
No. (1) Required Element
Construction and Earthwork Drawing(s)
T-1, ECP 1-5 Site layout (grading plans) including roads ECP 1-5 Site and project boundaries
ECP 1-5 Drainage areas
ECP 1-5 Discharge locations
ECP 1-5 Sampling locations
ECP 1-5 Areas of soil disturbance (temporary or permanent) ECP 1-5 Proposed active areas of soil disturbance (cut or fill) ECP 1-5 Proposed locations of erosion control BMPs
ECP 1-5 Proposed locations of sediment control BMPs
ECP 1-5 Proposed locations of run-off BMPs
ECP 1-5 Temporary and/or permanent run-on conveyance (if applicable) N/A Proposed locations of active treatment systems(s) (if applicable) ECP 1-5 Proposed locations of storage areas for waste
ECP 1-5 Proposed locations of construction materials
ECP 1-5 Proposed locations of project staging areas
ECP 1-5 Proposed locations of stockpiles
ECP 1-5 Proposed locations of vehicles, equipment and vehicle maintenance ECP 1-5 Proposed locations of loading/unloading materials ECP 1-5 Proposed locations of site access (entrance/exits) N/A Proposed locations of fueling, water storage, water transfer for dust control DM 1-3 Proposed locations of demolition
ECP 1-5 Proposed locations of other construction support activities ECP 1-5
Site-specific procedures to implement final stabilization BMPs as soon as reasonably practicable
Notes: (1) Indicate maps or drawings that information is included on (e.g., Vicinity Map, Site Map, Drainage Plans, Grading Plans, Progress Maps.)
Pleasant Valley Road Bike Lanes SWPPP 13 May 2024
Section 3 Best Management Practices
3.1 SCHEDULE FOR BMP IMPLEMENTATION
BMPs will be implemented as per the schedule indicated in Table 3-1.
BMP Implementation Duration
Erosion Control EC-1, Scheduling Prior to Construction Entirety of Project EC-2, Preservation of Existing
Vegetation
Prior to Construction Entirety of Project
EC-3, Hydraulic Mulch As Needed As Needed
EC-4, Hydroseed As Needed Entirety of Project
EC-7, Geotextiles and Mats As Needed As Needed
EC-10, Velocity Dissipation
Devices
As Needed Entirety of Project
EC-12, Stream Bank
Stabilization
Prior to Construction As Needed
EC-15, Soil
Preparation/Roughening
Prior to Landscaping
Activities
As Needed
Wind Erosion WE-1, Wind Erosion Control As Needed Entirety of Project Sediment Control SE-4, Check Dams Prior to Construction As Needed SE-6, Gravel Bag Berm Prior to Construction Entirety of Project SE-7, Street Sweeping and
Vacuuming
Prior to Construction Entirety of Project
SE-8, Sandbag Barrier As Needed As Needed
SE-10, Inlet Protection Prior to Construction Entirety of Project Tracking Control TC-1, Construction
Entrance/Exit
Prior to Construction Entirety of Project
TC-3, Tire Wash Prior to Construction Entirety of Project Waste Management WM-1, Material Delivery and
Storage
Prior to Construction Entirety of Project
WM-2, Material Use As Needed Entirety of Project
WM-3, Stockpile Management As Needed Entirety of Project WM-4, Spill Prevention and
Control
As Needed Entirety of Project
WM-5, Solid Waste Area Prior to Construction Entirety of Project
Pleasant Valley Road Bike Lanes SWPPP 14 May 2024
BMP Implementation Duration
WM-6, Hazardous Waste
Management
As Needed Entirety of Project
WM-8, Concrete Waste
Management
Prior to Construction Entirety of Project
WM-9, Sanitary Area Prior to Construction Entirety of Project WM-10, Liquid Waste
Management
As Needed Entirety of Project
Non-Storm Water NS-1, Water Conservation
Practices
As Needed Entirety of Project
NS-3, Paving and Grinding
Operations
As Needed Entirety of Project
NS-4, Temporary Stream
Crossing
As Needed As Needed
NS-5, Clear Water Diversion Prior to Construction Entirety of Project NS-6, Illicit
Connection/Discharge
As Needed Entirety of Project
NS-7, Potable Water/Irrigation As Needed Entirety of Project NS-8, Vehicle and Equipment
Cleaning
As Needed Entirety of Project
NS-9, Vehicle and Equipment
Fueling
As Needed Entirety of Project
NS-10, Vehicle and Equipment
Maintenance
As Needed Entirety of Project
NS-12, Concrete Curing As Needed Entirety of Project
NS-13, Concrete Finishing As Needed Entirety of Project NS-14, Material and
Equipment Use Over Water
As Needed Entirety of Project
NS-15, Demolition Removal
Adjacent to Water
As Needed Entirety of Project
3.2 EROSION AND SEDIMENT CONTROL
Erosion and sediment controls are required by the 2022 CGP to provide effective reduction or elimination of sediment related pollutants in stormwater discharges and authorized non-stormwater discharges from the Site. Applicable BMPs are identified in this section for erosion control, sediment control, tracking control, and wind erosion control.
Pleasant Valley Road Bike Lanes SWPPP 15 May 2024
3.2.1 Erosion Control
Erosion control, also referred to as soil stabilization, consists of source control measures that are designed to prevent soil particles from detaching and becoming transported in stormwater runoff. Erosion control BMPs protect the soil surface by covering and/or binding soil particles.
This construction project will implement the following practices to provide effective temporary and final erosion control during construction:
1. Preserve existing vegetation where required and when feasible.
2. The area of soil disturbing operations shall be controlled such that the Contractor is able to implement erosion control BMPs quickly and effectively.
3. Stabilize non-active areas within 14 days of cessation of construction activities or sooner if stipulated by local requirements.
4. Control erosion in concentrated flow paths by applying erosion control blankets, check dams, erosion control seeding, or alternate methods.
5. Prior to the completion of construction, apply permanent erosion control to remaining disturbed soil areas.
Sufficient erosion control materials shall be maintained onsite to allow implementation in conformance with this SWPPP.
The following erosion control BMP selection table, Table 3-2 indicates the BMPs that will be implemented to control erosion on the construction site. Fact Sheets for temporary erosion control BMPs are provided in Appendix G.
These temporary erosion control BMPs shall be implemented in conformance with the following guidelines and as outlined in the BMP Factsheets provided in Appendix G. If there is a conflict between documents, the Site Map will prevail over narrative in the body of the SWPPP or guidance in the BMP Fact Sheets. Site specific details in the Site Map prevail over standard details included in the Site Map. The narrative in the body of the SWPPP prevails over guidance in the BMP Fact Sheets.
Pleasant Valley Road Bike Lanes SWPPP 16 May 2024
Table 3-2. Erosion Control BMPs
CASQA
Fact Sheet BMP Name
Considered
for the Project
(1)
BMP Used
If not used, state reason and alternate BMP, if applicable YES NO
EC-1 Scheduling ✓ ✓
EC-2 Preservation of Existing Vegetation ✓ ✓
EC-3 Hydraulic Mulch ✓(2) ✓
EC-4 Hydroseed ✓(2) ✓
EC-5 Soil Binders ✓(2) ✓ Hydroseeding and/or hydraulic mulch is proposed for temporary erosion control in areas to be inactive for more than 14 days. EC-6 Straw Mulch ✓(2) ✓ EC-7 Geotextiles and Mats ✓(2) ✓
EC-8 Wood Mulching ✓(2) ✓ Hydroseeding and/or hydraulic mulch is proposed for temporary erosion control in areas to be inactive for more than 14 days. EC-9 Earth Dike and Drainage Swales ✓(3) ✓ EC-10 Velocity Dissipation Devices ✓(3) ✓
EC-11 Slope Drains ✓(3) ✓ Gravel bags will be used to reduce erosion along slopes.
EC-12 Stream Bank Stabilization ✓
EC-14 Compost Blankets ✓(2) ✓
Hydroseeding and/or hydraulic mulch is proposed for temporary erosion control in areas to be inactive for more than 14 days.
EC-15 Soil Preparation-Roughening ✓ ✓
EC-16 Non-Vegetated Stabilization ✓(2) ✓
Hydroseeding and/or hydraulic mulch is proposed for temporary erosion control in areas to be inactive for more than 14 days.
WE-1 Wind Erosion Control ✓ ✓
(1) The 2022 CGP Fact Sheet Section I.R.1.d.through I.R.1.i.describes various BMPs that should be considered for use on the construction site. (2) The QSD shall ensure implementation of one of the minimum measures listed or a combination thereof to achieve and maintain the Risk Level requirements. (3) All run-on and runoff from the construction site shall be managed for Risk Level 2 and 3 and Risk Level 1 if the evaluation of quantity and quality of run-on and runoff deems them necessary or visual inspections show that the site requires these controls. Run-on from offsite shall be directed away from all disturbed areas, diversion of offsite flows may require design/analysis by a licensed civil engineer and/or additional environmental permitting.
Pleasant Valley Road Bike Lanes SWPPP 17 May 2024
EC-1, Scheduling
Scheduling is the development of a written plan that details the sequence of construction activities and the implementation of BMPs during various phases of construction. Scheduling may reduce the amount and duration of soil exposed to erosion caused by wind, rain, runoff, and vehicle tracking. Develop a schedule showing each phase of construction, and clearly show how the rainy season coincides to soil disturbing and re-stabilization activities. Monitor the weather forecast for rainfall and avoid soil disturbance during periods with high wind velocities. The schedule may be amending when changes are warranted and shall be amended prior to the rainy season to show updated information on the deployment and implementation of construction site BMPs.
EC-2, Preservation of Existing Vegetation
Minimize encroachment in existing vegetated areas prevents injuring or removing existing trees, vines, shrubs, and grasses. These existing vegetated areas assist in protecting the soil from erosion. This method is applicable in areas of the site, where no construction activity occurs. The construction schedule will be arranged as much as practicable to leave existing vegetation undisturbed until immediately prior to grading. Construction activities should remain in the designated area shown in the Site Map.
EC-3, Hydraulic Mulch
Hydraulic Mulch consists of various types of fibrous materials mixed with water and sprayed onto the soil surface in slurry form to provide a layer of temporary protection from wind and water erosion. Avoid mulch over spray onto roads, sidewalks, drainage channels, existing vegetation, etc. Hydraulic mulch shall include a vegetative component, such as seed, rhizomes, or stolons. Further, where possible, apply hydraulic mulch from multiple directions to adequately cover the soil. Where feasible, it is preferable to prepare soil surfaces prior to application by roughening embankments and fill areas with a crimpling or punching type roller or by track walking. Keep unbroken, temporary mulched ground cover throughout the period of constriction when the soils are not being reworked. Areas where erosion is evident shall be repaired and BMPs re-applied as soon as possible.
EC-4, Hydroseeding
Hydraulic seeding, or hydroseeding, is a method by which seeds are applied to the soil surface to temporarily protect exposed soils from erosion by water and wind. Hydroseeding typically consists of applying a mixture of hydraulic mulch, seed, and water with the possible addition of tackifier, compost, mycorrhizae inoculant, fertilizer, and/or soil conditioner.
Avoid hydraulic seeding in areas that would be incompatible with future earthwork activities. Avoid over spray onto roads, sidewalks, drainage channels, existing vegetation, etc. Additional guidance on the comparison and selection of temporary slope stabilization methods is provided in Appendix F of the CASQA Stormwater BMP Handbook. Repair areas where erosion is evident and re-apply hydroseeding as soon as possible. Minimize damage to protected areas while making repairs, as any area damaged will required re-application of hydraulic seedlings. Where seeds fail to germinate, or where they germinate and die, the area must be re-seeded, fertilized, and mulched within the planting season, using not less than half the original application rates.
EC-7, Geotextiles and Mats
Rolled Erosion Control Products (RECPs), also known as erosion control matting or blankets, shall be made of natural or synthetic materials or a combination of the two. RECPs are used to cover the soil surface to reduce erosion from rainfall impact, hold soil in place, and absorb and hold moisture near the soil surface. Additionally, RECPs may be used to stabilize solids until vegetation is established or to reinforce non-woody surface vegetation.
Installation on slopes shall begin at the top of the slope and anchor the blanket in a 6-in. deep by 6-in. wide trench.
Backfill trench and tamp earth firmly. Also, lay blankets loosely and maintain direct contact with the soil. Geotextiles and Mats shall be maintained as areas where erosion is evident and shall be repaired and reapplied as soon as possible. Care shall be exercised to minimize the damage to protected areas, as any area damaged will require reapplication of BMPs. If washout or breakage occurs, re-install the material after repairing the damage to the slope or channel. Check that matting is uniformly in contact with the soil, that all the lap joints are secure, and that staples are flush with the ground.
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EC-10, Velocity Dissipation Devices
Outlet protection is a physical device composed of rock, grouted riprap, or concrete rubble, which is placed at the outlet of a pipe or channel to prevent scour of the soil caused by concentrated, high velocity flows. Consider where outlet protection is needed and where discharge velocities and energies at the outlets of culverts, conduits, or channels are sufficient to erode the immediate downstream reach. Regarding the design and layout, as with most channel design projects, depth of flow, roughness, gradient, side slopes, discharge rate, and velocity shall be considered in the outlet design. Completely remove velocity dissipation devices as soon as the surrounding drainage area has been stabilized or construction has been completed.
EC-12, Streambank Stabilization
Stream channels, streambanks, and associated riparian areas are dynamic and sensitive ecosystems that respond to changes in land use activity. Streambank and channel disturbance resulting from construction activities shall increase the stream’s sediment load, which shall cause channel erosion or sedimentation and have adverse effects on the biotic system. Streams on the 303 (d) list and listed for sediment may require numerous measures to prevent any increases in sediment load to the stream. Consider planning, scheduling, and minimizing disturbance during use of pre-disturbed areas, selection of project site, and selection of equipment. Streambank stabilization BMPs shall be inspected and verified prior to and during construction.
EC-15, Soil Preparation/Roughening
Soil Preparation/Roughness involves assessment and preparation of surface soils for BMP installation. This shall include soil testing (for see base, soil characteristics, or nutrients), as well as roughening surface soils by mechanical methods (including sheepsfoot rolling, track walking, scarifying, stair stepping, and imprinting) to prepare soil for additional BMPs, or to break up sheet flow. Soil Preparation shall also involve tilling topsoil to prepare a seed bed and/ or incorporation of soil amendments, to enhance vegetative establishment.
Installation of soil preparation includes cut slope roughening, sill slope roughening, roughening for slopes to be mowed, and roughening with tracked machinery. Check seeded slopes for signs of erosion such as rills and gullies. Fill these areas slightly above the original grade, then reseed and mulch as soon as possible. Finally, inspect BMPs weekly during normal operations, prior to forecasted rain events, daily during extended rain events, and after the conclusion of rain events.
WE-1, Wind Erosion Control
Wind erosion or dust control consists of applying water or other chemical dust suppressants as necessary to prevent or alleviate dust nuisances generated by construction activities. Covering small stockpiles or areas is an alternative to applying water or other dust palliatives. Wind erosion control is required to be implemented at all construction sites greater than one acre by the General Permit. Preventive measures include minimizing disturbed surface areas, limiting onsite vehicle traffic to 15 mph or less, and controlling the number and activity of vehicles on a site at any given time.
Maintenance of wind erosion control requires frequent application, often daily or even multiple times per day. Obtain vendor or independent information on longevity of chemical dust suppressants.
3.2.2 Sediment Controls
Sediment controls are temporary or permanent structural measures that are intended to complement the selected erosion control measures and reduce sediment discharges from active construction areas. Sediment controls are designed to intercept and settle out soil particles that have been detached and transported by the force of water.
The following sediment control BMP selection table indicates the BMPs that will be implemented to control sediment on the construction site. Fact Sheets for temporary sediment control BMPs are provided in Appendix G.
These temporary sediment control BMPs will be implemented in conformance with the following guidelines and in accordance with the BMP Fact Sheets provided in Appendix G. If there is a conflict between documents, the Site Map will prevail over narrative in the body of the SWPPP or guidance in the BMP Fact Sheets. Site specific details in the
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Site Map prevail over standard details included in the Site Map. The narrative in the body of the SWPPP prevails over guidance in the BMP Fact Sheets.
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Table 3-3. Temporary Sediment Control BMPs
CASQA Fact Sheet BMP Name
Considered
for the
Project (1)
BMP Used
If not used, state reason and alternate BMP, if applicable YES NO
SE-1 Silt Fence ✓(2) (3) ✓
Gravel bags will be used for perimeter control and to reduce runoff leaving the site and protect inlets. SE-2 Sediment Basin ✓ SE-3 Sediment Trap ✓
SE-4 Check Dams ✓
SE-5 Fiber Rolls ✓(2)(3) ✓ Fiber rolls are ineffective on impervious surfaces.
SE-6 Gravel Bag Berm ✓(3) ✓
SE-7 Street Sweeping ✓ ✓
SE-8 Sandbag Barrier ✓
SE-9 Straw Bale Barrier ✓ Gravel bags will be used for perimeter control.
SE-10 Storm Drain Inlet Protection ✓ RL2&3 ✓
SE-11 ATS ✓ ATS not required.
SE-12 Manufactured Linear Sediment Controls ✓ Gravel bags will be used for perimeter control.
SE-13 Compost Sock and Berm ✓(3) ✓ Gravel bags to be used as berms.
SE-14 Biofilter Bags ✓(3) ✓ Biofilter bags not required.
NA Passive Treatment System ✓ Passive Treatment System not required.
TC-1 Stabilized Construction Entrance and Exit ✓ ✓
TC-2 Stabilized Construction Roadway ✓ No construction roadways are proposed.
TC-3 Entrance Outlet Tire Wash ✓
(1) The 2022 CGPs Fact Sheet Section I.R.1.d through I.R.1.i describes various BMPs that should be considered for use on the construction site. (2) The QSD shall ensure implementation of one of the minimum measures listed or a combination thereof to achieve and maintain the Risk Level requirements. (3) All run-on and runoff from the construction site shall be managed. Risk Level 2 and 3 shall provide linear sediment control along toe of slope, face of slope, and at the grade breaks of exposed slope.
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SE-4, Check Dams
A check dam is a small barrier of constructed rock, gravel bags, sandbags, or other proprietary products, placed across a constructed swale or drainage ditch. Check dams reduce the effective slope of the channel, thereby reducing scour and channel erosion by reducing flow velocity, allowing the sediment to settle. Place rocks individually by hand or by mechanical methods (no dumping of rock) to achieve complete ditch or swale coverage. Maintenance of check dams involves removing accumulated sediment prior to permanent seeding or soil stabilization. Further details are listed in the outlined in the BMP sheet.
SE-5, Fiber Rolls
Fiber rolls are tight tubular rolls of wood excelsior, rice or what straw, or coconut fibers placed on a level contour to intercept runoff. Fiber rolls reduce runoff flow velocity, allow sediment to settle out from the runoff, and release the runoff slowly as sheet flow. Maintenance of fiber rolls include removing sediment or debris that exceeds 1/3 of the fiber roll height above ground, adjusting the fiber roll if runoff concentrates beneath the fiber roll, replacing the fiber roll if they start to unravel, and adding or replacing wood stakes if the fiber roll slumps or sags.
SE-6, Gravel Bags
A gravel bag berm is a series of gravel-filled bags placed on a level contour to intercept sheet flows. Gravel bags cause sheet flow runoff to pond, allowing sediment to settle out and release runoff slowly as sheet flow. Gravel bag berms shall be used in conjunction with temporary soil stabilization up-slope to provide effective erosion and sediment control.
Maintenance includes removing gravel bad berms when no longer needed, recycling gravel fill whenever possible, and properly disposing of bag material. Remove sediment accumulation and clean, re-grade, and stabilize the area.
SE-7, Street Sweeping and Vacuuming
Street sweeping and vacuuming includes the use of self-propelled and walk-behind equipment to clean and remove sediment from streets and roadways in preparation for final paving. Inspect potential sediment tracking locations daily.
Further, if not mixed with debris or trash, consider incorporating the removed sediment back into the project. Adjust brooms frequently that maximize efficiency of sweeping operations. After sweeping is finished, properly dispose of sweeper wastes at an approved dumpsite.
SE-8, Sandbag Barrier
A sandbag barrier is a series of sand-filled bags placed on a level contour to intercept or divert sheet flows. Sandbag barriers placed on a level contour collect sheet flow runoff, allowing sediment to settle out. Sandbag barriers consist of a row of sand-filled bags placed on a level contour. When appropriately placed, a sandbag barrier intercepts and slows sheet flow runoff, causing temporary ponding. Maintenance of a sandbag barrier consists of reshaping, repairing, or replacing sandbags, as needed. Remove sandbags when no longer needed and recycle sand fill whenever possible.
Properly dispose of bag material. Remove sediment accumulation, and clean, re-grade, and stabilize the area.
SE-10, Storm Drain Inlet Protection
Storm drain inlet protection consists of a sediment filter or an impounding area in, around, or upstream of a storm drain, drop inlet, or curb inlet. Storm drain inlet protection measures temporarily collect runoff before it enters the storm drain, allowing sediment to settle. Temporary geotextile inserts may attach underneath storm drain grates to capture and filter storm water. Installation details are found in BMP sheet SE-10 and detail DI Protection Type 1- Silt Fence, DI Protection Type 2- Excavated Drop Inlet Sediment Trap, DI Protection Type 3- Gravel bag, DI Protection Type 4- Block and Gravel Filter, DI Protection Type 5- Temporary Geotextiles Insert (proprietary), DI Protection Type 6- Biofilter bags, and DI Protection Type 7- Compost Socks. Remove the storm drain inlet protection once the drainage area is stabilized.
TC-1, Stabilized Construction Entrance and Exit
A stabilized construction access is defined by an entrance/ exit point that is stabilized to reduce the tracking of mud and dirt onto public roads by construction vehicles. A stabilized construction entrance is underlain with a pad of aggregate filter cloth where traffic will be entering or leaving a construction site to or from a public right of way, street,
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alle, sidewalk, or parking area. Implementation and maintenance details are listed in BMP sheet TC-1. Remove aggregate, separate and dispose of sediment if construction entrance/ exit is clogged with sediment.
TC-3, Entrance – Outlet Tire Wash
A tire wash is an area located at stabilized construction access points to remove sediment from tires and under carriages to prevent sediment from being transported onto public roadways. Implementation details are outlined in BMP sheet TC-3 and may be incorporated with a stabilized construction entrance/exit TC-1. Maintenance guidelines involve removing accumulated sediment in wash rack and/ or sediment trap to maintain system performance.
3.3 NON-STORMWATER CONTROLS AND WASTE AND MATERIALS MANAGEMENT
3.3.1 Non-Stormwater Controls
Non-stormwater discharges into storm drainage systems or waterways which are not authorized under the 2022 CGP are prohibited. Non-stormwater discharges for which a separate NPDES permit is required by the local Regional Water Board are prohibited unless coverage under the separate NPDES permit has been obtained for the discharge. The selection of non-stormwater BMPs is based on the list of construction activities with a potential for non-stormwater discharges identified in Section 2.7 of this SWPPP.
The following non-stormwater control BMP selection table indicates the BMPs that will be implemented to control sediment on the construction site. Fact Sheets for temporary non-stormwater control BMPs are provided in Appendix G.
Non-stormwater BMPs will be implemented in conformance with the following guidelines and in accordance with the BMP Fact Sheets provided in Appendix G. If there is a conflict between documents, the Site Map will prevail over narrative in the body of the SWPPP or guidance in the BMP Fact Sheets. Site specific details in the Site Map prevail over standard details included in the Site Map. The narrative in the body of the SWPPP prevails over guidance in the BMP Fact Sheets.
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Table 3-4. Temporary Non-Stormwater BMPs
CASQA Fact Sheet BMP Name Considered for the
Project (1)
BMP Used If not used, state reason and alternate BMP, if applicable YES NO
NS-1 Water Conservation Practices ✓ ✓
NS-2 Dewatering Operation ✓ ✓
NS-3 Paving and Grinding Operation ✓
NS-4 Temporary Stream Crossing ✓
NS-5 Clear Water Diversion ✓
NS-6 Illicit Connection/Discharge ✓ ✓
NS-7 Potable Water/Irrigation ✓ ✓
NS-8 Vehicle and Equipment Cleaning ✓ ✓
NS-9 Vehicle and Equipment Fueling ✓ ✓
NS-10 Vehicle and Equipment Maintenance ✓ ✓
NS-11 Pile Driving Operation ✓ No piles proposed.
NS-12 Concrete Curing ✓
NS-13 Concrete Finishing ✓
NS-14 Material and Equipment Use Over Water ✓
NS-15 Demolition Removal Adjacent to Water ✓
NS-16 Temporary Batch Plants ✓ No batch plants are proposed. (1) The 2022 CGP Fact Sheet Section I.R.1.d through I.R.1.i describes various BMPs that should be considered for use on the construction site.
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NS-1, Water Conservation Practices
Water conservation practices are activities that use water during the construction of a project in a manner that avoids causing erosion and the transport of pollutants offsite. Implementation measures are detailed in BMP NS-1 and include stabilizing water truck filling area, repairing water leaks promptly, and maintaining water equipment. Further, washing of vehicles and equipment on the construction site is discouraged. Avoid using water to clean construction areas. If water must be used for cleaning or for surface preparation, surfaces shall be swept and vacuumed to remove dirt. This will minimize the amount of water required. Maintenance of the water conservation practices reference repairing water equipment as needed to prevent unintended discharges.
NS-3, Paving and Grinding Operation
Prevent run-on and runoff pollution from paving and grinding operations by properly disposing of wastes and training employees and subcontractors. The General Permit incorporates Numeric Action Levels (NAL) for pH and turbidity.
Many types of construction materials associated with paving and grinding operations, including mortar, concrete, and cement and their associated wastes have basic chemical properties that can raise pH levels outside of the permitted range. Additional care shall be taken when managing these materials to prevent them from coming into contact with stormwater flows, which could lead to exceedances of the General Permit requirements.
Implementation measures include general implementations, saw cutting, grinding, and pavement removal, asphaltic concrete paving, Portland cement concrete paving, sealing operations, paving equipment, thermoplastic striping, and raised/ recessed pavement marker application and removal. Further details are listed in BMP sheet NS-3 and includes avoiding paving during the wet season when feasible and training employees and sub-contractors in pollution prevention and reduction. Sample stormwater runoff as required by the General Permit. Keep ample supplies of drip pans or absorbent materials onsite and inspect and maintain machinery regularly to minimize leaks and drips.
NS-4, Temporary Stream Crossing
A temporary stream crossing is a culvert, ford, or bridge placed across a waterway to provide access for construction equipment and other transportation purposes for a period of less than one year. Temporary access crossings are not intended to maintain traffic for the public. Implementation measures include design, construction, and use. Minimum standards and specifications for the design, construction, maintenance, and removal of the structure shall be established by an engineer registered in California. Check for blockages in the channel i.e., sediment buildup or trapped debris in culverts, blockage behind fords or under bridges, and others that are further described in BMP sheet NS-4.
Finally, replace lost or displaced aggregate from inlets and outlets of culverts and cellular confinement systems.
NS-5, Clear Water Diversion
Clear water diversion consists of a system of structures and measures that intercept clear surface water runoff upstream of a project, transport it around the work area, and discharge it downstream with minimal water quality degradation from either the project construction operations or the construction of the diversion. Clear water diversions are used in a waterway to enclose a construction area and reduce sediment pollution from construction work occurring in or adjacent to water. Structures commonly used as part of this system include diversion ditches, berms, dikes, slope drains, rock, gravel bags, wood, aqua barriers, cofferdams, filter fabric or turbidity curtains, drainage and interceptor swales, pipes, or flumes.
Implementation measures for Clear Water Diversion are detailed in BMP sheet NS-5. General implementation guidelines are presented in EC-12, Streambank Stabilization, to minimize impacts to streambanks. Further, where working areas encroach onto flowing streams, barriers adequate to prevent the flow of muddy water into streams shall be constructed and maintained between working areas and streams. During construction of the barriers, muddying of streams shall be held to a minimum. For maintenance of clear water diversion, refer to BMP-specific inspection and maintenance requirements.
NS-6, Illicit Connection/Discharge
Procedures and practices are designed for construction contractors to recognize illicit connections or illegally dumped or discharged materials onto a construction site and reports incidents. Identify illicit connections and illegal dumping or
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discharges, reporting, and cleanup and removal. Notify the owner of any illicit connections and illegal dumping or discharge incidents at the time of discovery.
NS-7, Potable Water – Irrigation
Potable Water/ Irrigation consists of practices and procedures to manage the discharge of potential pollutants generated during discharges from irrigation water lines, landscape irrigation, lawn or garden watering, planned and unplanned discharges from potable water sources, water line flushing, and hydrant flushing. Reuse discharges from water line flushing for landscaping purpose, where feasible. Shut off the water source to broken lines, sprinklers, or valves as soon as possible to prevent excess water flow. Repair broken water lines as soon as possible as well as inspecting irrigated areas regularly for signs of erosion and/ or discharge.
NS-8, Vehicle and Equipment Cleaning
Vehicle and equipment cleaning procedures and practices eliminate or reduce the discharge of pollutants to stormwater from vehicle and equipment cleaning operations. Procedures and practices include but are not limited to: using offsite facilities; washing in designated, contained areas only; eliminating discharges to the storm drain by infiltrating the wash water; and training employees and subcontractors in proper cleaning procedures. Washing equipment onsite may include contracting with either an offsite or mobile commercial washing businesses. Monitor employees and subcontractors throughout the duration of the construction project to ensure appropriate practices are being implemented. Further, prohibit employees and subcontractors from washing personal vehicles and equipment on the construction site.
NS-9, Vehicle and Equipment Fueling
Vehicle equipment fueling procedures and practices are designed to prevent fuel spills and leaks and reduce or eliminate contamination of stormwater. This shall be accomplished by using offsite facilities, fueling in designated areas only, enclosed or covering stored fuel, implementing spill controls, and training employees and subcontractors in proper fueling procedures. Utilize offsite fueling stations as much as possible. Federal, state, and local requirements shall be observed for any stationary above ground storage tanks. Maintenance includes daily inspection of vehicles and equipment for leaks. Leaks shall be repaired immediately, or problem vehicles or equipment shall be removed from the project site. Keep ample supplies of spill cleanup materials onsite, immediately clean up spills, and properly dispose of contaminated soil and cleanup materials.
NS-10, Vehicle and Equipment Maintenance
Prevent or reduce the contamination of stormwater resulting from vehicle and equipment maintenance by running a “dry and clean site”. The best option would be to perform maintenance activities at an offsite facility. If this option is not available, then work should be performed in designated areas only, while providing cover for materials stored outside.
Check for leaks and spills and contain and clean up spills immediately. Employees and subcontractors must be trained in proper procedures. Prevent oil, grease, or fuel from leaking into the ground, storm drains or surface waters. Clean leaks immediately and dispose of leaked materials properly.
NS-12, Concrete Curing
Concrete curing is used in the construction of structures such as bridges, retaining walls, pump houses, large slabs, and structured foundations. Proper procedures and care shall be taken when managing concrete curing materials to prevent them from coming into contact with stormwater flows, which could result in a high pH discharge. Implementation details shall utilize wet blankets or a similar method that maintains moisture while minimizing the use and possible discharge of water. Maintenance includes sampling non-stormwater discharges and stormwater runoff that contracts uncured and partially cured concrete as required by the General Permit. Ensure that employees and subcontractors implement appropriate measures for storage, handling, and use of curing compounds. Finally, inspect cure containers and spraying equipment for leaks.
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NS-13, Concrete Finishing
Concrete finishing methods are used for bridge deck rehabilitation, paint removal, curing compound removal, and final surface finish appearances. Stormwater and non-stormwater exposed to concrete finishing by products may contain chemicals, metals, and fines that can raise pH levels outside of the permitted range. Additional care shall be taken when managing these materials to prevent them from coming into contact with stormwater flows, which could lead to exceedances to the General Permit requirements. Implementation details include collecting, and properly disposing of water from high-pressure water blasting operations. Minimize the drift of dust and blast material as much as possible by keeping the blasting nozzle close to the surface. Remove and contain liquid and solid waste containment structures, if any, from the general work area. Sweep or vacuum up debris from sandblasting at the end of each shift.
NS-14, Material Over Water
Material over water BMP includes proper use, storage, and disposal of materials and equipment on barges, boats, temporary construction pads, or similar locations that minimize or eliminate the discharge of potential pollutant to a watercourse. Implementation procedures include securing all materials to prevent discharges to receiving waters via wind. In case of spills, contact the local Regional Board as soon as possible but within 48 hours.
NS-15, Demolition Removal Adjacent to Water
Procedures to protect water bodies from debris and wastes associated with structure demolition or removal over or adjacent to watercourses. Implementation procedures include platforms and covers to be approved by the owner.
Further, refer to NS-5, Clear Water Diversion, to direct water away work areas. Regularly empty any debris-catching devices. Collected debris shall be removed and stored away from the watercourse and protected from run-on and runoff.
3.3.2 Materials Management and Waste Management
Materials management control practices consist of implementing procedural and structural BMPs for handling, storing, and using construction materials to prevent the release of those materials into stormwater discharges. The amount and type of construction materials to be utilized at the Site will depend upon the type of construction and the length of the construction period. The materials may be used continuously, such as fuel for vehicles and equipment, or the materials may be used for a discrete period, such as soil binders for temporary stabilization.
Waste management consist of implementing procedural and structural BMPs for handling, storing, and ensuring proper disposal of wastes to prevent the release of those wastes into stormwater discharges.
Materials and waste management pollution control BMPs will be implemented to minimize stormwater contact with construction materials, wastes, and service areas; and to prevent materials and wastes from being discharged off-site.
The primary mechanisms for stormwater contact that shall be addressed include:
• Direct contact with precipitation
• Contact with stormwater run-on and runoff
• Wind dispersion of loose materials
• Direct discharge to the storm drain system through spills or dumping • Extended contact with some materials and wastes, such as asphalt cold mix and treated wood products, which can leach pollutants into stormwater.
A list of construction activities is provided in Section 2.6. The following Materials and Waste Management BMP selection table, Table 3-5, indicates the BMPs that shall be implemented to handle materials and control construction site wastes associated with these construction activities. Fact Sheets for Materials and Waste Management BMPs are provided in Appendix G.
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Material management BMPs will be implemented in conformance with the following guidelines and in accordance with the BMP Fact Sheets provided in Appendix G. If there is a conflict between documents, the Site Map will prevail over narrative in the body of the SWPPP or guidance in the BMP Fact Sheets. Site specific details in the Site Map prevail over standard details included in the Site Map. The narrative in the body of the SWPPP prevails over guidance in the BMP Fact Sheets.
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Table 3-5. Temporary Materials Management BMPs
CASQA Fact Sheet BMP Name Considered
for Project (1)
BMP used
If not used, state reason and alternate BMP, if applicable YES NO
WM-01 Material Delivery and Storage ✓ ✓
WM-02 Material Use ✓ ✓
WM-03 Stockpile Management ✓ ✓
WM-04 Spill Prevention and Control ✓ ✓
WM-05 Solid Waste Management ✓ ✓
WM-06 Hazardous Waste Management ✓ ✓
WM-07 Contaminated Soil Management ✓ No contaminated soils anticipated on site.
WM-08 Concrete Waste Management ✓ ✓
WM-09 Sanitary-Septic Waste
Management ✓ ✓
WM-10 Liquid Waste Management ✓ ✓
(1) The 2022 CGP Fact Sheet Section I.R.1.d through I.R.1.i describes various BMPs that should be considered for use on the construction site.
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WM-1, Material Delivery and Storage
Prevent, reduce, or eliminate the discharge of pollutants from material delivery and storage to the stormwater system or watercourses by minimizing the storage of hazardous materials onsite, storing materials in watertight containers and/ or a completely enclosed designated area, installing secondary containment, conducting regular inspections, and training employees and subcontractors. This best management practices covers only material delivery and storage.
For other information on materials, see WM-2, Material Use, or WM-4, Spill Prevention and Control. Implementation details include sections on material storage areas and practices, material delivery practices, and spill cleanup. Steps taken to minimize risk involves stacking erodible landscape materials on pallets and cover when not in use. Keep storage areas clean and well organized, including a current list of all materials onsite.
WM-2, Material Use
Prevent or reduce the discharge of pollutants to the storm drain system or watercourses from material use by using alternative products, minimizing hazardous material use onsite, and training employees and subcontractors. Minimize the use of hazardous materials onsite. Follow manufacturing instructions regarding uses, protective equipment, ventilation, flammability, and mixing of chemicals. Ensure employees and subcontractors are using appropriate materials and use of materials throughout construction.
WM-3, Stockpile Management
Stockpile management procedures and practices are designed to reduce or eliminate air and stormwater pollution from stockpiles of soil, soil amendments, sand, paving materials such as Portland cement concrete (PCC) rubble, asphalt concrete (AC), asphalt concrete rubble, aggregate base, aggregate subbase or pre-mixed aggregate, asphalt minder (so called “cold mix” asphalt), and pressure treated wood. Implementation details include sections regarding the protection of non-active stockpiles and protection of active stockpiles. Protection of stockpiles is a year-round requirement. To properly manage stockpiles consider placing bagged materials on pallets and under cover. Repair and/ or replace perimeter controls and covers as needed to keep them functioning properly. Sediment shall be removed when it reaches one-third of the barrier height.
WM-4, Spill Prevention and Control
Prevent or reduce the discharge of pollutants to drainage systems or watercourses from leaks and spills by reducing the chance for spills, stopping the source of spills, containing and cleaning up spills, properly disposing of spill materials, and training employees. Implementation details include sections of education, general measures, cleanup, minor spills, semi-significant spills, significant/ hazardous spills, reporting, vehicle and equipment maintenance, and vehicle and equipment fueling. Keep ample supplies of spill control and cleanup materials onsite, near storage, unloading, and maintenance areas. Update your spill prevention and control plan and stock cleanup materials as changes occur in the types of chemicals onsite.
WM-5, Solid Waste Management
Solid waste management procedures and practices are designed to prevent or reduce the discharge of pollutants to stormwater from solid or construction waste by providing designated waste collection areas and containers. Solid waste management includes arranging for regular disposal and training employees and subcontractors. Implementation details include sections of education, collection, storage, and disposal. Maintenance of solid waste management considers inspections of construction waste areas regularly.
WM-6, Hazardous Waste Management
Hazardous waste management prevents or reduces the discharge of pollutants to stormwater from hazardous waste through proper material use, waste disposal, and training of employees and subcontractors. Implementation guidelines are listed throughout BMP sheet WM-6 and include sections of material use, waste recycling disposal, disposal procedures, and education. Waste storage areas shall be kept clean, well-organized, and equipped with ample cleanup supplies as appropriate for the materials being stored.
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WM-8, Concrete Waste Management
Prevent the discharge of pollutants to stormwater from concrete waste by conducting washout onsite or offsite in a designated area, and by employee and subcontractor training. The General Permit incorporates Numeric Action Levels (NAL) for pH. Additional care shall be taken when managing these materials to prevent them from coming into contact with stormwater flows and raising pH to levels outside the accepted range. Implementation guidelines include sections regarding education, concrete demolition wastes, concrete slurry wastes, onsite temporary concrete washout facility, transit truck washout procedures, and removal of temporary concrete washout facilities. Inspect washout facilities for damage. Washout facilities must be cleaned, or new facilities must be constructed and ready for use once the washout is 75% full.
WM-9, Sanitary/Septic Waste Management
Proper sanitary and septic waste management prevent the discharge of pollutants to stormwater from sanitary and septic waste by providing convenient, well-maintained facilities, and arranging for regular service and disposal.
Implementation guidelines include sections regarding storage and disposal procedures and education. Sanitary or septic wastes shall be treated or disposed of in accordance with state and local requirements. A contract with a local facility supplier is sufficient to ensure sanitary wastes are properly disposed. Maintenance of sanitary/ septic waste management involves the arrangement for regular waste collection. If high winds are expected, portable sanitary facilities must be secured with spikes or weighed down to prevent over turning.
WM-10, Liquid Waste Management
Liquid waste management includes procedures and practices to prevent discharge of pollutants to the storm drain system or to watercourses as a result of the creation, collection, and disposal of non-hazardous liquid wastes.
Implementation guidelines include sections with general practices, containing liquid wastes, capturing liquid wastes, and disposing of liquid wastes. Apply NS-8, Vehicle and Equipment Cleaning for managing wash water and rinse water from vehicle and equipment cleaning operations. Remove deposited solids in containment areas and capturing devices, as needed, and at the completion of the task. Dispose of any solids as described in WM-5, Solid Waste Management.
3.4 TMDL-RELATED BMPS
Chloride and Salts TMDL BMPs:
• No additional BMPs are identified for this pollutant category in the 2022 CGP.
3.5 POST CONSTRUCTION STORMWATER MANAGEMENT MEASURES
Post construction BMPs are permanent measures installed during construction, designed to reduce or eliminate pollutant discharges from the site after construction is completed.
This site is subject to the post-construction requirements of an existing NPDES Phase I or Phase II MS4. ☒ Yes ☐ No
The post construction runoff reduction requirements have been satisfied through the MS4 program, this project is exempt from 2022 CGP Provision IV.N.3. The MS4’s post construction requirements and the post-construction plans and calculations [submitted to or approved by] the MS4 were uploaded as part of the PRDs as required by 2022 CGP Provision IV.N.2. The approved Long-Term Maintenance Plan will be uploaded with the NOT.
The post construction runoff reduction requirements have been satisfied through compliance with 2022 CGP Provision IV.N.3 and use of the SMARTS water balance calculator. The post construction requirements were uploaded as part of the PRDs as required by 2022 CGP Provision IV.N.2.
The following source control, site design, and treatment control post-construction BMPs to comply with 2022 CGP Section IV.N.3 have been identified for the site:
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• Source Control (SC): SC 70 Road and Street Maintenance, SC 74 Drainage System Maintenance • Site Design (SD): SD 10 Site Design and Landscape Planning, SD 13 Storm Drainage Signage • Stormwater Treatment: Modular Wetland Systems or approved equal (9) A plan for the post construction funding and maintenance of these BMPs has been developed to address at minimum five years following construction. The post construction BMPs that are described above will be funded and maintained as described in the Operations and Maintenance Plan that will be uploaded with the NOT.
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Section 4 BMP Inspection and Maintenance
4.1 BMP INSPECTION AND MAINTENANCE
The 2022 CGP requires routine weekly inspections of BMPs, along with inspections before, during, and after qualifying precipitation events. A BMP inspection checklist must be filled out for inspections and maintained on-site with the SWPPP. The inspection checklist must include the necessary information covered in Section 7.6. A blank BMP Inspection Form can be found in Appendix H. Completed forms will be kept in Appendix N.
Maintenance, repair, or design and implementation of new BMPs alternatives will be begin withing 72 hours of the identification of failures or other shortcomings. Corrections will be completed as soon as possible, prior to the next forecasted precipitation event (2022 CGP Appendix D Section II.J).
The QSP will verify that all BMP maintenance and repairs were appropriately implemented during the next visual inspection following completion.
The QSP may delegate BMP maintenance and repair verification to an appropriately trained QSP Delegate.
Specific details for maintenance, inspection, and repair of Construction Site BMPs can be found in the BMP Factsheets in Appendix G.
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Section 5 Training
Appendix J identifies the QSPs and QSP Delegates for the project. To promote stormwater management awareness specific for this project, periodic training of job-site personnel will be included as part of routine project meetings (e.g., daily/weekly tailgate safety meetings), or task specific training as needed. Refresher training will be provided as necessary.
The QSP will be responsible for providing this information at the meetings, and subsequently completing the Training Reporting Form shown in Appendix I, which identify the site-specific stormwater topics covered as well as the names of site personnel who attended the meeting.
The QSP may delegate specific tasks to trained QSP Delegates who have received the following training based on the guidelines developed by the Construction General Permit Training Team.
1. Foundational training for all QSP Delegate(s) regarding stormwater compliance roles and responsibilities, forecast information, and documentation and reporting procedures; and
2. Site-specific training regarding visual inspections, sampling procedures, and/or SWPPP and BMP implementation activities relevant to the responsibilities assigned to the QSP Delegate(s).
The delegate cannot perform the QSD and QSP inspections required in Section V.C.4 or Section V.D.2, respectively.
Documentation of training activities will be retained in Appendix I.
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Section 6 Responsible Parties and Operators
6.1 RESPONSIBLE PARTIES
Duly Authorized Representative(s), DAR(s), who are responsible for SWPPP implementation and have authority to sign permit-related documents [is/are] listed below. The DAR(s) assigned to this project [is/are]:
Name Title Phone Number
Andrew Grubb, PE Principal Civil Engineer (805) 388-5344 QSD(s) identified for the project are identified in Appendix J. The QSD will have primary responsibility for assessing how construction activities will affect sediment transport, erosion, and other discharges of pollutants in stormwater runoff throughout the project. The QSD is required to revise the SWPPP to address potential problems identified by visual inspections, sampling data, comments from a QSP, or their own site observations. The QSD is required to perform the following on-site visual inspections:
• Within 30 days of construction activities commencing on site; • Within 30 days when a new QSD is assigned to the project; • Twice annually, once August through October and once January through March; • Within 14 calendar days after a numeric action level exceedance; and • Within the time period requested in writing from Regional Water Board staff.
QSPs and QSP Delegates identified for the project are identified in Appendix J. The QSP will have primary responsibility and significant authority for the implementation, maintenance, and inspection/monitoring of SWPPP requirements. The QSP will be available at all times throughout the duration of the project.
Duties of the QSP include but are not limited to:
• Implementing all elements of the 2022 CGP and SWPPP, including, but not limited to:
o Performing the following on-site visual inspections:
▪ One inspection per calendar month; other weekly inspections in the month can be delegated to a trained QSP Delegate under the specific direction of the QSP. ▪ Within 72 hours prior to a forecasted qualifying precipitation event, to inspect any areas of concern and to verify the status of any deficient BMPs, or other identified issues at the site. If extended forecast precipitation data (greater than 72 hours) is available from the National Weather Service, then the Pre-Precipitation Event inspection may be done up to 120 hours in advance.
▪ Within 14 days after a NAL exceedance, the QSP shall visually inspect the drainage area for exceedance and document any areas of concern. ▪ Prior to the submittal for the NOT or COI (for acreage changes) for all or part of the site.
o Ensuring that all BMPs are implemented, inspected, and properly maintained; o Ensure that the SMARTS generated WDID Number Notification form is posted on-site, in a location viewable by the public or readily available upon request, and the dates are correct and match the dates listed in SMARTS.
• Implementing non-stormwater management, and materials and waste management activities such as: monitoring discharges; general Site clean-up; vehicle and equipment cleaning, fueling and maintenance; spill control; ensuring that no materials other than stormwater are discharged in quantities which will have an adverse effect on receiving waters or storm drain systems, etc.;
• Ensuring elimination of unauthorized discharges.
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• The QSPs shall be assigned authority by the LRP to mobilize crews in order to make immediate repairs to the control measures.
• Coordinate with the Contractor(s) to assure the necessary corrections/repairs are made immediately and that the project complies with the SWPPP, the 2022 CGP, and approved plans at all times. • Notifying the LRP or Duly Authorized Representative immediately of off-site discharges or other non-compliance events.
• Providing foundation and site-specific training to QSP Delegates and overseeing QSP Delegate work. Tasks that may be delegated to appropriately trained QSP-delegates include:
o Performing non-stormwater and stormwater visual observations and inspections; o Performing stormwater sampling and analysis, as required; and o Performing routine inspections and observations.
Table 6-1. QSP and QSP Delegate Authorized Inspections Weekly BMP and NSW Pre-QPE Daily-QPE Visual Inspections Post-QPE Visual Inspections Post NAL Exceedances Monthly BMP and NSWNOT
QSP X X X X X X X
QSP Delegate
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6.2 CONTRACTOR LIST
Contractor Name:
Title:
Contractor Company:
Address
Phone Number:
Phone Number (24/7)
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Section 7 Construction Site Monitoring Program
7.1 PURPOSE
This Construction Site Monitoring Program was developed to address the following objectives:
1. To demonstrate that the site is in compliance with the Discharge Prohibitions and Numeric Action Levels (NALs);
2. To demonstrate that the site is in compliance with TMDL NALs and Numeric Effluent Limitations (NELs);
3. To determine whether non-visible pollutants discharged from the construction site and are causing or contributing to exceedances of water quality objectives;
4. To determine whether immediate corrective actions, additional BMP implementation, or SWPPP revisions are necessary to reduce pollutants in stormwater discharges and authorized non-stormwater discharges;
5. To determine whether BMPs included in the SWPPP are effective in preventing or reducing pollutants in stormwater discharges and authorized non-stormwater discharges.
7.2 APPLICABILITY OF PERMIT REQUIREMENTS
This project has been determined to be a Risk Level 2 project. The 2022 CGP identifies the following types of monitoring as being applicable for a Risk Level 2 project.
Risk Level 2
• Visual inspections of BMPs;
• Visual monitoring of the site related to qualifying precipitation events; • Visual monitoring of the site for non-stormwater discharges; • Sampling and analysis of construction site runoff for pH and turbidity; • Sampling and analysis of construction site runoff for non-visible pollutants [including TMDL pollutants] identified during the pollutant source assessments when applicable; and • Sampling and analysis of construction site runoff as required by the Regional Water Board when applicable.
7.3. WEATHER AND PRECIPITATION EVENT TRACKING
Visual monitoring and inspections requirements of the 2022 CGP are triggered by a Qualifying Precipitation Event.
The 2022 CGP defines a Qualifying Precipitation Event as any weather pattern that is forecast to have a 50 percent or greater Probability of Precipitation (PoP) and a Quantitative Precipitation Forecast (QPF) of 0.5 inches or more within a 24-hour period. The event begins with the 24-hour period when 0.5 inches has been forecast and continues on subsequent 24-hour periods when 0.25 inches of precipitation or more is forecast.
7.3.1 Weather Tracking
The QSP should daily consult the National Oceanographic and Atmospheric Administration (NOAA) for the Forecast Weather Table Interface. These forecasts can be obtained at http://forecast.weather.gov. Weather reports should be printed and maintained with the SWPPP in Appendix M. Record the date and time the forecast was printed.
7.3.2 Rain Gauges
The QSP shall install one rain gauge on the project site. Locate the gauge in an open area away from obstructions such as trees or overhangs. Mount the gauge on a post at a height of 3 to 5 feet with the gauge extending several inches beyond the post. Make sure that the top of the gauge is level. Make sure the post is not in an area where rainwater can indirectly splash from sheds, equipment, trailers, etc.
The rain gauge(s) shall be read daily during normal site scheduled hours. The rain gauge should be read at approximately the same time every day and the date and time of each reading recorded. An example rain gauge log
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sheet is provided in Appendix O. Retain rain gauge readings in Appendix N. Follow the rain gauge instructions to obtain accurate measurements.
Once the rain gauge reading has been recorded, accumulated rain shall be emptied, and the gauge reset.
For comparison with the site rain gauge, the nearest appropriate governmental rain gauge(s) is located at the Camarillo Hauser Station (Station ID: 93-0219), taken from the NOAA Atlas 14 Precipitation Frequency Data Server.
7.4 MONITORING LOCATIONS
Monitoring locations are shown on the Site Maps in Appendix A. Monitoring locations are described in the Sections
7.6 and 7.7.
Whenever changes in the construction site might affect the appropriateness of sampling locations, the sampling locations shall be revised accordingly. All such revisions shall be implemented as soon as feasible and the SWPPP amended. Temporary changes that result in a one-time additional sampling location do not require a SWPPP amendment.
7.5 SAFETY AND MONITORING EXEMPTIONS
This project is not required to collect samples or conduct visual observations (inspections) under the following conditions (see Section III.B of the 2022 CGP):
• During dangerous weather conditions such as electrical storms, flooding, and high winds above 40 miles per hour;
• Outside of scheduled site operating hours; or
When the site is not accessible to personnel. Scheduled site business hours are: Monday-Friday 7AM-3PM.
If monitoring (visual monitoring or sample collection) of the site is unsafe because of the dangerous conditions noted above, then the QSP shall document the conditions for why an exception to performing the monitoring was necessary.
The exemption documentation will be filed in Appendix N and must be included in the Annual Report.
7.6 VISUAL MONITORING
Per Section III.B.2. of Attachment D in the 2022 CGP, “For inactive projects, dischargers may reduce the visual inspection frequency and suspend sampling per Section III.G of the 2022 CGP. Dischargers shall provide an explanation with supporting information for all missed visual inspections or sampling required by this Attachment, to be included in the Annual Report.”
Visual monitoring includes observations and inspections. Inspections of BMPs are required to identify and record BMPs that need maintenance to operate effectively, that have failed, or that could fail to operate as intended. Visual observations of the site are required to observe storm water drainage areas to identify any spills, leaks, or uncontrolled pollutant sources.
Table 7-1 identifies the required frequency of visual observations and inspections. Inspections and observations will be conducted at the locations identified in Section 7.6.3.
Table 7-1. Summary of Visual Monitoring and Inspections Type of Inspection Frequency
Routine Inspections1
BMP Inspections Weekly2
BMP Inspections – Tracking Controls Daily
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Table 7-1. Summary of Visual Monitoring and Inspections Type of Inspection Frequency
Non-Stormwater Discharge Observations Quarterly during daylight hours Qualifying Precipitation Event Triggered Inspections
Site Inspections Prior to a Qualifying Precipitation Event Within 72 hours of a qualifying precipitation event or up to 120 hours prior if supported with forecast 2
BMP Inspections During an Extended Qualifying
Precipitation Event
Once every 24-hour period of a qualifying precipitation event3
Site Inspections Following a Qualifying Precipitation
Event Within 96 hours of a qualifying precipitation event2 1 Inspections are required during scheduled site operating hours.
2.Most BMPs must be inspected weekly; those identified below must be inspected more frequently. 3 Inspections are required during scheduled site operating hours on days that the forecast predicts at least 0.25 inches of precipitation once the qualifying precipitation event commences.
7.6.1 Routine Observations and Inspections
Routine site inspections and visual monitoring are necessary to confirm that the project is in compliance with the requirements of the 2022 CGP.
7.6.1.1 Routine BMP Inspections
Inspections of BMPs are conducted to identify and record:
• BMPs that are properly installed;
• BMPs that need maintenance to operate effectively;
• BMPs that have failed; or
• BMPs that could fail to operate as intended.
7.6.1.2 Non-Stormwater Discharge Observations
Each drainage area will be inspected for the presence of or indications of prior unauthorized and authorized nonstormwater discharges. Inspections will record:
• Presence or evidence of any non-stormwater discharge (authorized or unauthorized); • Identification and elimination of unauthorized non-stormwater discharges • Pollutant characteristics (floating and suspended material, sheen, discoloration, turbidity, odor, etc.); and • Source of discharge.
7.6.2 Qualifying Precipitation Event Triggered Observations and Inspections Visual observations of the site and inspections of BMPs are required prior to a qualifying precipitation event; following a qualifying precipitation event, and every 24-hour period during a qualifying precipitation event. Pre-Qualifying Precipitation Event inspections will be conducted after consulting NOAA and determining that a precipitation event with a 50 percent or greater PoP and a QPF of 0.5 inches or more precipitation within a 24-hour period has been predicted by the National Weather Service Forecast Office.
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7.6.2.1 Visual Observations Prior to a Forecasted Qualifying Precipitation Event Within 72 hours prior to a qualifying precipitation event or up to 120 hours prior if extended forecast precipitation data is available, a stormwater visual monitoring site inspection will include observations of the following locations:
• All stormwater drainage areas to identify leaks, spills, or uncontrolled pollutant sources and when necessary, implement appropriate corrective actions.
• All BMPs to identify whether they have been properly implemented per the SWPPP and implement appropriate corrective actions, as necessary.
• All stormwater storage and containment areas to detect leaks and check for available capacity to prevent overflow.
The QSP must conduct the inspection prior to the qualifying precipitation event. Consistent with the requirements for a qualifying precipitation event, pre-rain BMP inspections and visual monitoring will be triggered by a NOAA forecast that indicates a 50 percent or greater probability of 0.5 inches of precipitation or more in a 24-hour period in the project area.
7.6.2.2 BMP Inspections During a Qualifying Precipitation Event During an extended qualifying precipitation event BMP inspections will be conducted at least once every 24 hours.
Qualifying precipitation events are extended for each subsequent 24-hour period forecast to have at least 0.25 inches of precipitation. The BMP inspections are to identify and record:
• If BMPs were adequately designed, implemented and effective. • BMPs that require repair or replacement due to damage. • Additional BMPs that need to be implemented and revise the SWPPP accordingly.
If the construction site is not accessible during the rain event, the visual inspections shall be performed at all relevant outfalls, discharge points, downstream locations. The inspections should record any projected maintenance activities.
7.6.2.3 Visual Observations Following a Qualifying Precipitation Event Within 96 hours following the end of a qualifying precipitation event a stormwater visual monitoring site inspection is required to observe:
• If BMPs were adequately designed, implemented and effective. • BMPs that require repair or replacement due to damage. • Additional BMPs that need to be implemented and revise the SWPPP accordingly.
7.6.3 Visual Monitoring Procedures
Visual monitoring shall be conducted by the QSP or QSP Delegates.
The name(s) and contact number(s) of the QSPs or QSP Delegates assigned to conduct visual observations are listed below and their training qualifications are provided in Appendix J. (to be completed by Contractor) Assigned QSP: NAME OF INSPECTOR Contact phone: TELEPHONE NUMBER Assigned QSP Delegate: NAME OF INSPECTOR Contact phone: TELEPHONE NUMBER Assigned QSP Delegate: NAME OF INSPECTOR Contact phone: TELEPHONE NUMBER Stormwater observations shall be documented on the Visual Inspection Field Log Sheet (see Appendix O). BMP inspections shall be documented on the site-specific BMP inspection checklist and include photographs of areas of concern along with the QSP’s description of the problem.
The QSP shall within 2 days of the inspection submit copies of the completed inspection report to the LRP.
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The completed reports will be kept in Appendix N. Results of visual monitoring must be summarized and reported in the Annual Report.
7.6.4 Visual Monitoring Follow-Up and Reporting
Maintenance, repairs, and correction of deficiencies, including design changes to BMPs, identified by the observations or inspections, including required repairs or maintenance of BMPs, shall be initiated within 72 hours of identification and completed as soon as possible, prior to the next forecasted precipitation event.
When design changes to BMPs are required, the SWPPP shall be amended to reflect the changes.
Deficiencies identified in site inspection reports and correction of deficiencies will be tracked on the Inspection Field Log Sheet or BMP Inspection Report shall be kept in Appendix N. QSP Delegates shall report issues identified during inspections that require corrective action to the QSP within 24 hours of the observation.
The QSP shall within 2 days of the inspection submit copies of the completed Inspection Field Log Sheet or BMP Inspection Report with the corrective actions to the contractor.
Results of visual monitoring must be summarized and reported in the Annual Report.
7.6.5 Visual Monitoring Locations
The inspections and observations identified in Sections 7.6.1 and 7.6.2 will be conducted at the locations identified in this section.
BMP locations are shown on the Site Maps in Appendix A.
There is one drainage area on the project site and the contractor’s yard, staging areas, and storage areas. Drainage area(s) are shown on the Site Maps in Appendix A.
7.7 WATER QUALITY SAMPLING AND ANALYSIS
7.7.1 Sampling and Analysis Plan for Non-Visible Pollutants in Stormwater Runoff Discharges This Sampling and Analysis Plan for Non-Visible Pollutants describes the sampling and analysis strategy and schedule for monitoring non-visible pollutants in stormwater runoff discharges from the project site.
Sampling for non-visible pollutants, including those associated with TMDLs will be conducted when (1) a breach, leakage, malfunction, or spill is observed; and (2) the leak or spill has not been cleaned up prior to the rain event; and (3) there is the potential for discharge of non-visible pollutants to surface waters or drainage system.
Table 7-4 summarizes the potential non-visible pollutants identified in the pollutant source assessment Sections 2.6 and 2.7 and the water quality constituent or indicator for that pollutant. Drainage areas where the source is present are shown on the Site Maps in Appendix A.
Table 7-5. Potential Non-Visible Pollutants and Water Quality Indicator Constituents Based on the Pollutant Source Assessment
Pollutant Water Quality Indicator
or Constituent
Source/Reason from
Pollutant Source
Assessment
TMDL
Pollutant
Site
Drainage
Area
Adhesives COD, Phenols, SVOCs Adhesives, glues,
resins, epoxy synthetics,
PVC cement
No DMA1
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Table 7-5. Potential Non-Visible Pollutants and Water Quality Indicator Constituents Based on the Pollutant Source Assessment
Pollutant Water Quality Indicator
or Constituent
Source/Reason from
Pollutant Source
Assessment
TMDL
Pollutant
Site
Drainage
Area
Caulks, sealers, putty,
sealing agents and
Coal tars (naphtha,
pitch)
Asphalt Work VOCs Site Paving No DMA1
Cleaning Polishes (metal,
ceramic, tile)
Etching agents
Cleaners, ammonia, lye,
caustic sodas, bleaching
agents and chromate
salts
No DMA1
Acids pH Cleaning
Concrete Curing
No DMA1
Bleaches Residual chlorine Wash waters
Irrigation line
testing/flushing
No DMA1
TSP Phosphate No DMA1
Solvents VOCs, SVOCs Hydrostatic test water
Pipe flushing
No DMA1
Detergents MBAS No DMA1
Concrete / Masonry Work
Sealant (Methyl
methacrylate)
SVOC Site Paving No DMA1
Curing compounds VOCs, SVOCs, pH Concrete curing
compounds
Glazing compounds
Surfaces cleaners
No DMA1
Ash, slag, sand pH, Al, Ca, Va, Zn Site Paving No DMA1
Landscaping No DMA1
Pesticides/Herbicides Product dependent, see
label and check with
Laboratory
Vegetation control
(pesticides/herbicides)
No DMA1
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Table 7-5. Potential Non-Visible Pollutants and Water Quality Indicator Constituents Based on the Pollutant Source Assessment
Pollutant Water Quality Indicator
or Constituent
Source/Reason from
Pollutant Source
Assessment
TMDL
Pollutant
Site
Drainage
Area
Liquid Waste Constituents specific to
materials, check with
Laboratory
No DMA1
Planting / Vegetation Management
Fertilizers TKN, NO3, BOD, COD,
DOC, sulfate, NH3,
Phosphate, Potassium
Vegetation control
(pesticides/herbicides)
No DMA1
Pesticides/Herbicides Product dependent, see
label and check with
Laboratory
Vegetation control
(pesticides/herbicides)
No DMA1
Plumbing
Solder, flux, pipe fitting Cu, Pb, Sn, Zn Plumbing and irrigation No DMA1 Sanitary Waste
Sewer line breaks and
Portable Toilets
(using clear fluid – blue fluid
is visible if discharged)
BOD, Total/Fecal coliform Portable toilets No DMA1
Solid Waste (leakage) BOD Trash/dumpsters No DMA1
Utility Line Testing and
Flushing
Residual chlorine,
chloramines
Pipe installation and
testing
No DMA1
Vehicle and Equipment Use
Batteries Sulfuric acid; Pb, pH Equipment and vehicles No DMA1
7.7.1.1 Sampling Schedule
Samples for the potential non-visible pollutant(s) and a sufficiently large unaffected background sample shall be collected during the first eight hours of discharge from rain events that result in a sufficient discharge for sample collection. Samples shall be collected during the site’s scheduled hours and shall be collected regardless of the time of year and phase of the construction.
Collection of discharge samples for non-visible pollutant monitoring will be triggered only when any of the following conditions are observed during site inspections conducted prior to or during a rain event. • Materials or wastes containing potential non-visible pollutants are not stored under watertight conditions.
Watertight conditions are defined as (1) storage in a watertight container, (2) storage under a watertight roof or within a building, or (3) protected by temporary cover and containment that prevents stormwater contact and runoff from the storage area.
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• Materials or wastes containing potential non-visible pollutants are stored under watertight conditions, but (1) a breach, malfunction, leakage, or spill is observed, (2) the leak or spill is not cleaned up prior to the rain event, and (3) there is the potential for discharge of non-visible pollutants to surface waters or a storm drain system. • A construction activity, including but not limited to those in Section 2.6, with the potential to contribute non-visible pollutants (1) was occurring during or within 24 hours prior to the rain event, (2) BMPs were observed to be breached, malfunctioning, or improperly implemented, and (3) there is the potential for discharge of non-visible pollutants to surface waters or a storm drain system.
• Soil amendments that have the potential to change the chemical properties, engineering properties, or erosion resistance of the soil have been applied, and there is the potential for discharge of non-visible pollutants to surface waters or a storm drain system.
• Stormwater runoff from an area contaminated by historical usage of the site has been observed to combine with stormwater runoff from the site, and there is the potential for discharge of non-visible pollutants to surface waters or a storm drain system.
7.7.1.2 Sampling Locations
Sampling locations are based on proximity to planned non-visible pollutant storage, occurrence or use, accessibility for sampling, and personnel safety. Planned non-visible pollutant sampling locations are shown on the Site Maps in Appendix A and include the locations identified in Table 7-6.
Three (3) sampling location(s) on the project site and the contractor’s yard have been identified for the collection of samples of runoff from planned material and waste storage areas and areas where non-visible pollutant producing construction activities are planned.
Table 7-6. Non-Visible Pollutant Sample Locations
Sample Location
Identifier Sample Location Description
Sample Location Latitude
and Longitude
(Decimal Degrees)
Runoff or Run-on
1 Near northeast corner of Las
Posas and Pleasant Valley Road
34.20572, -119.06942 Run-off
2 Near culvert entrance east of the
Las Posas and Pleasant Valley
Road intersection
34.20566, -119.06801 Run-off
3 Near culvert entrance east of
Sample Location 2
34.20564, -119.06529 Run-off
4 Construction staging area near
northeast corner of Southfield and
Pleasant Valley Road intersection
34.205589, -119.0456 Run-off
5 Near culvert entrance west of the
Southfield and Pleasant Valley
Road intersection
34.20551, -119.04622 Run-on
If a stormwater visual monitoring site inspection conducted prior to or during a storm event identifies the presence of a material storage, waste storage, operations area with spills, or the potential for the discharge of non-visible pollutants to surface waters or a storm drain system that is at a location not listed above and has not been identified on the Site Maps, sampling locations will be selected by the QSP using the same rationale as that used to identify planned locations. Non-visible pollutant sampling locations shall be documented by the QSP on the pre-rain event inspection
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form prior to a forecasted qualifying precipitation event and the Effluent Sampling Field Log Sheet, which are provided in Appendix O.
7.7.1.3 Monitoring Preparation
Non-visible pollutant samples will be collected by (to be completed by Contractor and/or QSP or QSP Delegate):
QSP ☐ Yes ☐ No
QSP Delegate ☐ Yes ☐ No
An adequate stock of monitoring supplies and equipment for monitoring non-visible pollutants will be available on the project site prior to a sampling event. Monitoring supplies and equipment will be stored in a cool temperature environment that will not come into contact with rain or direct sunlight. The QSP or QSP Delegates responsible for sampling will be available to collect samples in accordance with the sampling schedule. Supplies maintained at the project site will include, but are not limited to, clean powder-free nitrile gloves, sample collection equipment, coolers, appropriate number and volume of sample bottles, identification labels, re-sealable storage bags, paper towels, personal rain gear, ice, and Effluent Sampling Field Log Sheets and Chain of Custody (CoC) forms, which are provided in Appendix O.
7.7.1.4 Analytical Constituents
Table 7-7 lists the specific sources and types of potential non-visible pollutants based on the project pollutant source assessment and the water quality indicator constituent(s) for that pollutant. Table 7-7 provides the specific analytical methods and reporting limits for the potential non-visible pollutants. Analytical methods were selected in compliance with U.S. EPA sufficiently sensitive method requirements in 40 Code of Federal Regulations Part 136, as evidenced by the method detection limit and minimum level.
7.7.1.5 Sample Collection
Samples of discharge shall be collected at the designated non-visible pollutant sampling locations identified in Table 7-6 and shown on the Site Maps in Appendix A or in the locations determined by observed breaches, malfunctions, leakages, spills, operational areas, soil amendment application areas, and historical site usage areas that triggered the sampling event.
Grab samples shall be collected and preserved in accordance with the methods identified in the Table 7-7, “Sample Collection, Preservation and Analysis for Monitoring Non-Visible Pollutants” provided in Section 7.7.1.6. Only the QSP, or QSP Delegates trained on sample collection identified in Section 7.7.1.3 shall collect samples.
Sample collection and handling requirements are described in Section 7.7.7.
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Table 7-7. Sample Collection, Preservation and Analysis for Monitoring Non-Visible Pollutants Constituent Analytical
Method
Minimum Sample
Volume
Sample
Containers
Sample
Preservation Minimum Level Method Detection Limit
Maximum
Holding Time
PCBs EPA
8081A/8082
1x1 L Glass-Amber Store at 4°C 0.1μg/L 7 days
BOD EPA 405.1 1x500 mL Polypropylene Store at 4°C 1 mg/L 48 hours COD EPA 410.4 1x250 mL Glass-Amber Store at 4°C,
H2SO4 to
pH<2
5 mg/L 28 days
Metals (Al, Ca,
Cu, Ni, Pb, Sn,
Va, Zn)
EPA
6010B/7470A
1x250 mL Polypropylene Store at 4°C,
HNO3 to
pH <2
0.1 mg/L 6 months
pH Field test with
calibrated
portable
instrument
1x100 mL Polypropylene None Unitless 15 minutes
sVOCs EPA 8270C 1x1 L Glass-Amber Store at 4°C 10μg/L 7 days TOC EPA 9060,
SMEWW 5310 B
1x250 mL Glass-Amber Store at 4°C ,
H2SO4 to pH < 2
2 mg/L 28 days
VOCs- Solvents EPA 8260B 3x40 mL VOA-Glass Store at 4ºC, HCl to pH<2
1μ/L 14 days
Phenols, Total EPA 420.1, 9065 250 mL Glass-Amber Store at 4°C, H2SO4 to
pH<2
250mL 28 days
Chlorine,
Residual
SMEWW 4500
Cl-G
125 mL Glass Unpreserved 25mL 15 minutes
Notes: Analytical laboratories may use the term Reporting Level in lieu of Minimum Level