a. INTENT. The purpose of this section is to provide the water quality protection requirements, as set forth in the Coastal Act. This section implements the LCP water quality policies, together with State Water Resources Control Board and California Regional Water Quality Control Board water quality protections currently in effect, and with successive updates in the future. This section is intended to provide a robust program for protecting and, where feasible, improving coastal water quality. Where there is a conflict between requirements of the LCP and other applicable standards in effect, such as NPDES Storm Water permits, the requirements that on balance are most protective of coastal resources shall be applied.
b. PRIVATE SEWER LATERALS AND ON-SITE WASTEWATER TREATMENT SYSTEMS.
i. Private sewer laterals shall be cleaned, maintained and when necessary replaced to prevent seepage and spills. On-site wastewater systems shall be pumped, maintained and when necessary modified or replaced to prevent spills.
ii. Spills from private sewer laterals and on-site wastewater systems shall be contained and cleaned-up in a manner that minimizes any release of pollutants to the stormwater conveyance system or receiving waters.
iii. Any release from a private sewer lateral that enters the stormwater conveyance system or receiving waters shall be immediately reported to the County.
iv. Failed on-site wastewater treatment systems shall be repaired or replaced.
c. CONSOLIDATING EXISTING AND NEW STORMWATER OUTFALLS.
i. Implement design and management features to minimize adverse impacts to coastal resources resulting from discharges of stormwater or dry weather runoff through stormwater outfalls.
ii. Prevent erosion at stormwater outlets. Protective measures shall be used to prevent erosion at stormwater outlets (including outlets of pipes, drains, culverts, ditches, swales, or channels), if the discharge velocity will be sufficient to potentially cause erosion from concentrated runoff flows.
iii. The type of measures selected for outlet erosion prevention shall be prioritized in the following order, depending on the characteristics of the site and the discharge velocity:
a) Use vegetative bioengineered measures. Vegetative bioengineered measures (such as plant wattles) for outlet protection shall be given preference, rather than hardened structures, where site conditions are favorable for these measures to be feasible and effective. Where plant wattles are not feasible, other bioengineered measures (such as rock and plant pole cuttings) shall be considered for outlet erosion prevention.
b) Use a hardened structure consisting of loose material. Where a vegetative bioengineered measure is not feasible or effective, a hardened structure consisting of loose material (such as rip-rap apron or rock slope protection) shall be considered for outlet erosion prevention. Wattles shall be fully biodegradable and shall not include plastic netting.
c) Use a fixed energy dissipation structure. Where none of the above measures would be feasible or effective, a fixed energy dissipation structure (such as a concrete apron, grouted rip-rap, or baffles) designed to handle the range of flows exiting the outlet shall be used for outlet erosion prevention. It is anticipated that larger outlets will require a fixed energy dissipation structure.
d. OVERVIEW OF WATER QUALITY PROTECTION PLANS FOR DEVELOPMENT PROJECTS. Developments that require a Coastal Development Permit and have the potential for adverse water quality or hydrologic impacts to coastal waters shall in most cases require both a construction-phase plan and a post-development plan for water quality protection. The water quality protection plans for development projects are summarized as follows:
i. Construction-Phase. A Construction Pollution Prevention Plan (CPPP) or, if required under NPDES, a Stormwater Pollution Prevention Plan (SWPPP), shall be required if a Coastal Development Permit is required, and that entails construction that has the potential for adverse water quality or hydrologic impacts to coastal waters. For the purposes of this chapter, construction includes clearing, grading, or other activities that involve ground disturbance; building, reconstructing, or demolishing a structure; and creation or replacement of impervious surfaces. The CPPP/SWPPP shall describe the temporary Best Management Practices (BMPs) the development will implement to minimize erosion and sedimentation during construction, and to minimize pollution of runoff by construction chemicals and materials.
ii. Post-Development Phase. All development in the Coastal Zone shall prepare either a Post Development Runoff Plan (PDRP) or, if required under NPDES, a Storm Water Quality Management Plan (SWQMP). Additionally, if the development is a Priority Development Project, the applicant must also submit a Water Quality and Hydrology Plan, or alternatively, a Priority Development Project Storm Water Quality Management Plan (PDP SWQMP), if required under NPDES. PDPs are specified categories of development that have a greater potential for adverse water quality and hydrologic impacts due to the development size, the type of land use, and/or proximity to coastal waters, and are listed below.
a) PDRP/SWQMP. Development that requires a Coastal Development Permit and has the potential for adverse water quality or hydrologic impacts to coastal waters shall (1) require a PDRP/SWQMP if the development entails construction; or (2) require a preliminary PDRP/SWQMP if the development entails activities or changes in land use other than construction, including subdivision or re-division of land. The PDRP/SWQMP shall describe the runoff management Site Design strategies, pollutant Source Control BMPs, and other measures the development will implement to protect coastal waters after the development is completed.
b) Water Quality and Hydrology Plan (WQHP) or PDP SWQMP. A WQHP/PDP SWQMP shall be required for development that requires a Coastal Development Permit, has the potential for adverse water quality or hydrologic impacts to coastal waters, and addresses a Priority Development Project (PDP). Nine categories of PDP developments are listed below.
e. All plans shall include the following information on site conditions applicable to the project, to enable evaluation of the project’s potential water quality and hydrologic impacts:
i. Location map. A location map, drawn to scale, showing the location of the development, and the distance from the development to the nearest coastal waters and other natural hydrologic features.
ii. Description of existing project site conditions. A site plan that illustrates and describes the following existing project site conditions:
a) Topography and drainage. General site topography and drainage, including natural hydrologic features that may provide stormwater infiltration, treatment, storage, or conveyance (such as groundwater recharge areas, stream corridors, floodplains, and wetlands), and any existing structural stormwater conveyances or BMPs.
b) Nearby coastal waters and ESHA. Location of coastal waters and Environmentally Sensitive Habitat Areas (ESHA) within 200 feet of the project site, indicating whether site runoff drains to these areas.
c) Discharges to impaired waters or ASBS. Whether runoff discharges to receiving waters listed for water quality impairment on the most recent Clean Water Act Section 303(d) list, or to an Area of Special Biological Significance (ASBS).
d) Structures and pavement. Existing structures, impervious surface areas, permeable pavements, utilities, and vegetated areas. An accompanying table shall quantify the extent of such areas.
e) Potential contamination. Any previous land use on the site with a potential for a historic source of contamination, and any known soil or water contamination.
f. Construction Pollution Prevention Plan and Storm Water Pollution Prevention Plan. The CPPP/SWPPP shall describe the temporary BMPs the development will implement to minimize erosion and sedimentation during construction, and to minimize pollution of runoff by construction chemicals and materials. The level of detail provided to address the plan’s requirements shall be commensurate with the type and scale of the development, and the potential for adverse water quality and hydrologic impacts to coastal waters.
i. Applicability of Construction Pollution Prevention Plan. A CPPP/SWPPP shall be required for development that requires a Coastal Development Permit and entails construction that has the potential for adverse water quality or hydrologic impacts to coastal waters. For the purposes of this chapter, construction includes clearing, grading, or other activities that involve ground disturbance; building, reconstructing, or demolishing a structure; and creation or replacement of impervious surfaces.
ii. Applicability of CPPP/SWPPP. To comply with the California State Water Resources Control Board (SWRCB) stormwater permit requirements, an applicant proposing certain size or types of development, including industrial facilities, may be required to develop and implement a Stormwater Pollution Prevention Plan (SWPPP) that addresses construction activities. Applicants submitting a SWPPP to meet SWRCB requirements shall also submit a CPPP to meet the County’s LCP requirements for review of a Coastal Development Permit application. Applicable information provided in the SWPPP may also be included as part of the CPPP.
iii. Submittal of CPPP/SWPPP. An applicant shall submit a preliminary CPPP/SWPPP (based on site conditions and project features known at the time of application) with the Coastal Development Permit application, and shall submit a final CPPP/SWPPP for approval prior to construction. The information provided to address the plan’s requirements may be submitted as a stand-alone document, or incorporated into the permit application materials. Any changes to the final CPPP/SWPPP after issuance of the Coastal Development Permit shall be subject to additional authorization by the permit-issuing agency.
iv. Requirements of CPPP/SWPPP. The CPPP/SWPPP shall demonstrate that the development complies with the following requirements:
a) Minimize runoff and pollutant discharge. During construction, development shall minimize site runoff and erosion through the use of temporary BMPs, and shall minimize the discharge of sediment and other potential pollutants resulting from construction activities (e.g., chemicals, vehicle fluids, petroleum products, cement, debris, and trash). Development shall implement the following types of construction-phase BMPs, as applicable to the project:
1) BMPs to minimize soil erosion and sedimentation. Erosion and sediment control BMPs, including:
aa) Erosion control BMPs to prevent soil from being transported by water or wind (such as mulch, soil binders, blankets or mats, or temporary seeding).
bb) Sediment control BMPs to trap and remove eroded sediment (such as fiber rolls, silt fences, straw bales, and sediment basins).
cc) Tracking control BMPs to prevent tracking sediment by vehicles leaving the construction area (such as a stabilized construction entrance/exit, and street sweeping.)
2) BMPs to minimize discharge of other pollutants from construction activities. BMPs to minimize the discharge of other pollutants resulting from construction activities (such as paints, solvents, vehicle fluids, asphalt and cement compounds, trash, and debris) into runoff or coastal waters, including:
aa) BMPs to minimize polluted runoff from staging, storage, and disposal of construction chemicals and materials.
bb) Site management “good housekeeping” BMPs implemented during construction, such as maintaining an inventory of products and chemicals used on site, and having a written plan for the clean-up of spills and leaks.
3) BMPs to infiltrate or treat runoff. BMPs that will be implemented during construction, where necessary, to infiltrate or treat runoff prior to conveyance of runoff off-site.
b) Stabilize soil as soon as feasible. Temporary soil stabilization BMPs (such as mulching, soil binders, erosion control blankets, or temporary seeding) shall be implemented on graded or disturbed areas as soon as feasible during construction, where there is a potential for soil erosion to lead to discharge of sediment off-site or to coastal waters.
c) Minimize land disturbance and soil compaction. Development shall minimize land disturbance during construction (e.g., clearing, grading, and cut-and-fill) and shall phase grading activities, to avoid increased erosion and sedimentation. Development shall minimize soil compaction due to construction activities, to retain the natural stormwater infiltration capacity of the soil.
d) Minimize damage or removal of vegetation. Development shall minimize the damage or removal of non-invasive vegetation (including trees, native vegetation, and root structures) during construction, to achieve water quality benefits such as transpiration, vegetative interception, pollutant uptake, shading of waterways, and erosion control.
e) Avoid plastic netting in temporary erosion and sediment control products. Development shall avoid the use of temporary erosion and sediment control products (such as fiber rolls, erosion control blankets, mulch control netting, and silt fences) that incorporate plastic netting (such as polypropylene, nylon, polyethylene, polyester, or other synthetic fibers), in order to minimize wildlife entanglement and plastic debris pollution.
f) Use additional BMPs for construction near coastal waters. Development shall implement additional BMPs for construction taking place over, in, or adjacent to coastal waters, if there is a potential for construction chemicals or materials to enter coastal waters. BMPs shall include, where applicable:
1) Tarps to capture debris and spills. Use tarps or other devices to capture debris, dust, oil, grease, rust, dirt, fine particles, and spills to protect the quality of coastal waters.
2) BMPs for preservative-treated wood. If preservative-treated wood is used, implement appropriate BMPs that meet standards for treatment, storage, and construction practices for preservative-treated wood; at a minimum, those standards identified by the American Wood Protection Association.
3) Non-petroleum hydraulic fluids. Use non-petroleum hydraulic fluids in principal heavy equipment operated for one week or longer over or in coastal waters or intertidal areas, if leaks or spills of hydraulic fluid from this equipment cannot be contained and could potentially enter coastal waters or intertidal areas.
4) Designated fueling and maintenance area. Conduct fueling and maintenance of construction equipment and vehicles off site if feasible. Any fueling and maintenance of mobile equipment conducted on site shall take place at a designated area located at least 50 feet from coastal waters, drainage courses, and storm drain inlets, if feasible (unless these inlets are blocked to protect against fuel spills). The fueling and maintenance area shall be designed to fully contain any spills of fuel, oil, or other contaminants. Equipment that cannot be feasibly relocated to a designated fueling and maintenance area (such as cranes) may be fueled and maintained in other areas of the site, provided that procedures are implemented to fully contain any potential spills.
g) Avoid grading during the rainy season. Development shall avoid grading during the rainy season (from May 1st to September 30th), unless one of the following is granted:
1) Extension. If the County grants an extension for a specific length of time, based on an inspection of the site, and a determination that conditions at the project site are suitable for continued work with appropriate erosion and sedimentation control measures that will be maintained during the activity; or
2) Emergency. If the County allows grading under emergency conditions, and BMPs to protect coastal resources are implemented where feasible.
h) Manage construction-phase BMPs. Appropriate protocols shall be implemented to manage construction-phase BMPs (including installation, ongoing operation, inspection, maintenance, and training), to protect coastal water quality.
i) Use an appropriate BMP guidance manual. The selection of BMPs for the Construction Pollution Prevention Plan shall be guided by the current edition of the California Stormwater Quality Association (CASQA) Construction BMP Handbook, or by the current edition of a BMP manual County of San Diego BMP Design Manual, based on performance standards in the MS4 Permit, and County Watershed Protection Ordinance (WPO) that has been approved by the Regional Water Quality Control Board.
v. Content of CPPP/SWPPP. To comply with the CPPP/SWPPP requirements listed above, the CPPP/SWPPP shall include a construction site map and a narrative description addressing, at a minimum, the following required components, if they are applicable to the development:
a) Construction site plan map. A map delineating the construction site, construction phasing boundaries, and the location of all temporary construction-phase BMPs (such as silt fences, inlet protection, and sediment basins).
b) Description of BMPs to be implemented to meet all CPPP/SWPPP requirements. A description of the BMPs that will be implemented to meet all the CPPP/SWPPP requirements listed in section f.iv., above, and how these BMPs will minimize stormwater pollution resulting from the development during construction. Include calculations that demonstrate proper sizing of the BMPs.
c) Schedule of BMP installation and construction phasing. A schedule for installation and removal of temporary erosion and sedimentation control BMPs, and identification of temporary BMPs that will be converted to permanent post-development BMPs. A construction phasing schedule, if applicable to the project, with a description and timeline of significant land disturbance activities.
d) Description of BMP Management. A description and schedule for the inspection, training, operation, and maintenance of construction phase BMPs, including temporary erosion and sedimentation control BMPs, as needed to ensure that the Coastal Development Permit’s water quality requirements are met.
g. Post-Development Runoff Plan (PRDP)/Storm Water Quality Management Plan (SWQMP). Development that requires a Coastal Development Permit and has the potential for adverse water quality or hydrologic impacts to coastal waters shall (1) require a PDRP/SWQMP if the development entails construction; or (2) require a preliminary PRDP/SWQMP if the development entails activities or changes in land use other than construction, including subdivision or re-division of land (e.g., allowing motorized vehicle use of a trail previously restricted to pedestrians).
i. Submittal of PDRP/SWQMP. An applicant shall submit a preliminary PDRP/SWQMP (based on site conditions and project features known at the time of application) with the Coastal Development Permit application, and if the development entails construction, shall also submit a final PDRP/SWQMP prior to issuance of the Coastal Development Permit. Any changes to the final PDRP/SWQMP after issuance of the Coastal Development Permit shall be subject to additional authorization by the permit-issuing agency. Requirements of PDRP/SWQMP. The PDRP/SWQMP shall demonstrate that the development complies with the following requirements:
a) Address runoff management early in site design planning. All development shall address runoff management early in site design planning and alternatives analysis, and shall implement appropriate and feasible Site Design strategies. Site Design strategies are project design and site layout techniques that integrate existing site characteristics that affect runoff (such as topography, drainage patterns, vegetation, soil conditions, natural hydrologic features, and infiltration conditions) in the design of strategies to minimize post-development changes in the runoff flow regime, control pollutant sources, and, where necessary, remove pollutants.
b) Give precedence to a Low Impact Development approach to stormwater management. All development shall give precedence to the use of a Low Impact Development (LID) approach to stormwater management to preserve the natural hydrologic functions of the site and to minimize post-development changes in the runoff flow regime resulting from the development. LID integrates preventive Site Design strategies with small-scale, distributed BMPs that replicate the site's pre-development hydrologic balance through infiltration, evapotranspiration, harvesting, detention, or retention of stormwater close to the source. By reducing runoff, LID also reduces the transport of pollutants from the site. LID Site Design strategies are project design and site layout techniques that preserve or enhance the natural hydrologic functions of the site. In implementing an LID approach, priority shall be given to the use of LID Site Design strategies to minimize changes in the site’s stormwater flow regime, supplemented by the use of structural LID BMPs if needed to mitigate any unavoidable changes in runoff flows. Use of LID Site Design strategies can reduce the volume of stormwater runoff generated, and thus reduce the need for and size of structural LID BMPs required. LID Site Design strategies and BMPs include, but are not limited to, the following:
1) Protect and restore natural hydrologic features. Plan, site, and design development to protect and, where feasible, restore natural hydrologic features that provide stormwater infiltration, treatment, storage, or conveyance. Examples include:
aa) Preserve natural drainage patterns, drainage swales, groundwater recharge areas, floodplains, and topographical depressions that can provide storage of small storm volumes.
bb) Preserve natural stream corridors, rivers, and wetlands, and establish appropriate buffer areas.
2) Preserve or enhance non-invasive vegetation. Plan, site, and design development to preserve or enhance non-invasive vegetation, in order to achieve water quality benefits such as transpiration, interception of rainfall, pollutant uptake, shading of waterways to maintain water temperature, and erosion control. Examples include:
aa) Minimize removal of natural non-invasive vegetation.
bb) Plant additional trees and other non-invasive vegetation, preferentially native plants.
3) Maintain or enhance on-site infiltration. Plan, site, and design development to maintain or enhance on-site infiltration of runoff, where appropriate and feasible, in order to preserve natural hydrologic conditions, recharge groundwater, attenuate runoff, retain dry-weather runoff on-site, and minimize transport of pollutants. Examples include:
aa) Avoid building impervious surfaces on highly permeable areas. Cluster buildings and other impervious areas onto the site’s least permeable soils.
bb) Minimize unnecessary soil compaction, which can greatly reduce the infiltrative capacity of soils. Amend soil if needed to enhance its infiltration and pollutant removal capacity.
cc) Install an infiltration/evapotranspiration BMP such as a bioretention system, vegetated swale, or rain garden.
4) Minimize impervious surface area. Plan, site, and design development to minimize the installation of impervious surfaces (including pavement, sidewalks, driveways, patios, parking areas, streets, and roof-tops), in order to reduce runoff. Where feasible, increase the area of pervious surfaces in redevelopment. Examples include:
aa) Downsize impervious coverage by minimizing the footprint of buildings and impervious pavement (such as a shorter driveway, narrower road, or smaller parking lot).
bb) Where pavement is required, install a permeable pavement system BMP (e.g., interlocking concrete pavers, porous asphalt, permeable concrete, or reinforced grass or gravel), where appropriate and feasible. Design permeable pavements so that runoff infiltrates into a subsurface recharge bed and the underlying soil, if feasible, to reduce runoff, enhance groundwater recharge, and filter out pollutants.
5) Disconnect impervious surface areas from the storm drain system. Plan, site, and design development to minimize directly-connected impervious areas, which are areas covered by a building, impermeable pavement, or other impervious surfaces that drain directly into the storm drain system without first flowing across permeable areas (such as vegetative landscaping or permeable pavement). Convey runoff from impervious surfaces into permeable areas in a non-erosive manner. Examples include:
aa) Direct roof-top runoff into permeable landscaped areas.
bb) Direct runoff from impervious pavement into distributed permeable areas such as turf, recreational areas, medians, parking islands, and planter boxes.
cc) Design curbs, berms, and similar structures to avoid isolation of vegetative landscaping and other permeable areas, and allow runoff to flow from impervious pavement to permeable areas for infiltration.
dd) Install an infiltration BMP such as a vegetated swale or filter strip to intercept runoff sheet flow from impervious surfaces.
ee) Install a rainwater harvesting BMP, such as a rain barrel or cistern, to capture and store roof-top runoff for later use in on-site irrigation.
c) Use alternative BMPs where on-site infiltration is not appropriate. If on-site infiltration of runoff may potentially result in adverse impacts, including, but not limited to, geologic instability, flooding, or pollution of coastal waters, the development shall substitute alternative BMPs that do not involve on-site infiltration, to minimize changes in the runoff flow regime to the extent appropriate and feasible. Alternative BMPs shall also be used where infiltration BMPs are not adequate to treat a specific pollutant of concern attributed to the development, or where infiltration practices would conflict with regulations protecting groundwater. Examples of alternative BMPs include:
1) Install a green roof or flow-through planter. Install a vegetated “green roof” or flow-through planter box that does not infiltrate into the ground, and uses evapotranspiration to reduce runoff.
2) Direct runoff to an off-site infiltration facility. Direct runoff from the development to an off-site regional infiltration facility.
3) Install a rainwater capture system. Install a rainwater capture system to harvest runoff for subsequent non-potable water use on-site, that drains to the sanitary sewer system or storm drain system.
4) Direct runoff to the storm drain system. If appropriate and feasible BMPs have been implemented to reduce runoff volume, velocity, and flow rate, direct runoff to the storm drain system.
d) Use Source Control BMPs in all development. All development shall implement appropriate and feasible long-term, post-development pollutant Source Control BMPs to minimize the transport of pollutants in runoff from the development. Source Control BMPs are structural features or operational practices that control pollutant sources and keep pollutants segregated from runoff. Examples include covering outdoor storage areas, using efficient irrigation, proper application and clean-up of potentially harmful chemicals and fertilizers, and proper disposal of waste. Examples include:
1) Elimination of illicit connections.
2) Prevention of illicit discharges into the stormwater conveyance system;
3) Stenciling and marking of all storm drains in accordance with the BMP Design Manual;
4) Protection of all outdoor material storage areas from rainfall, run-on, runoff; and wind dispersal;
5) Protection of materials stored in outdoor work areas from rainfall, run-on, runoff, and wind dispersal;
6) Protection of trash storage areas from rainfall, run-on, runoff, and wind dispersal;
7) Petroleum products, cleaning fluids, and other pollutants associated with vehicles shall be contained and/or cleaned up using dry cleanup methods.
8) Cleanup and disposal of wastes from small animals (e.g., dogs and cats).
9) Pool and spa water intended for discharge to the stormwater conveyance system shall be neutralized to a pH of 7.2 - 8.0, dechlorinated or de-brominated prior to discharge.
10) Incorporate integrated pest management principles to reduce reliance on chemicals and fertilizers used in landscape maintenance.
11) Source Control BMPs for livestock. Livestock facilities shall be limited to the keeping or maintaining of a specified number of a specified type(s) of livestock at any time. A Livestock Waste Management Plan (LWMP) for the development shall be prepared that demonstrates the following:
aa) Livestock containment facilities shall not discharge sedimentation or polluted runoff onto any public road, adjoining property, or into any drainage course.
bb) Livestock containment facilities, such as corrals and barns, and accessory structures shall be a minimum of 100 feet from an environmentally sensitive habitat area (ESHA).
cc) Manure, waste, oils, chemicals, fertilizers, and other such materials shall be stored in a sealed area, inside a structure, or in a covered container with an impervious bottom surface, and shall be stored at least 100 feet away from any ESHA.
dd) Filter strips, natural vegetation, gravel, sand, or other similar materials shall be used along the periphery of corrals, pens, livestock showers, and waste containment areas to absorb and treat runoff from livestock facilities.
ee) The livestock waste management plan shall include management practices describing the collection, storage, and disposal of livestock wastes, including manure and bedding. Such wastes shall be collected and stored onsite in a covered and contained facility.
ff) Manure shall be cleaned from stalls and paddocks on a daily basis.
gg) Livestock wastes may be disposed of offsite in a manner and location prescribed in the approved plan, or composted using standard, contained composting practices.
hh) If manure and other livestock waste are composted onsite, the compost pile shall be contained in a bin or box, preferably one that can be covered. Half of the compost pile shall consist of nitrogen producing material, such as manure, food scraps or other green material. The other half of the pile shall be composed of brown material, including dry grasses and leaves.
ii. Requirements of PDRP/SWQMP. The PDRP/SWQMP shall describe the runoff management Site Design strategies, pollutant Source Control BMPs, and other measures the development will implement to minimize stormwater pollution and changes in runoff flows from the site after development is completed, in order to protect and, where feasible, restore the quality of coastal waters. The level of detail provided to address the plan’s requirements shall be commensurate with the type and scale of the project, and the potential for adverse water quality or hydrologic impacts to coastal waters.
a) Contents of PDRP/SWQMP. To comply with the WQHP/SWQMP requirements listed above, the PDRP/SWQMP shall include a site plan and a narrative description addressing, at a minimum, the following required components, if they are applicable to the development:
1) PDRP/SWQMP site plan. A site plan showing post-development structural BMPs, stormwater conveyances and discharges, structures, pavements, and utilities, with contour intervals appropriate to identify post-development topography, finished grades, and drainage patterns.
2) Identification of pollutants potentially generated. Identification of pollutants potentially generated by the proposed development that could be transported off the site by runoff.
3) Estimate of changes in impervious and semi-pervious surface areas. An estimate of the proposed changes in impervious surface areas on the site, including pre-project and post-project impervious coverage area and the percentage of the property covered by impervious surfaces. An estimate of proposed changes in the amount of directly-connected impervious areas, which drain directly into the storm drain system without first flowing across permeable areas. In addition, an estimate of changes in site coverage with permeable or semi-permeable pavements.
4) Description of BMPs to be implemented to meet all PRDP/SWQMP requirements. A description of the BMPs that will be implemented to meet all the PDRP requirements listed in g.i., above, and how these BMPs will minimize stormwater pollution and changes in runoff flows from the development.
5) Description of the Low Impact Development approach to be implemented. A description of the Low Impact Development (LID) approach to stormwater management that will be implemented, or a justification if an LID approach is not selected.
6) BMP installation or implementation schedule. A schedule for installation or implementation of all post-development BMPs.
7) Description of BMP management. A description of the ongoing management of post-development BMPs (including operation, maintenance, inspection, and training) that will be performed for the life of the development, if required for the BMPs to function properly. An applicant shall submit a preliminary PDRP (based on site conditions and project features known at the time of application) with the Coastal Development Permit application, and if the development entails construction, shall also submit a final PRDP/SWQMP prior to issuance of the Coastal Development Permit. Any changes to the final PRDP/SWQMP after issuance of the Coastal Development Permit shall be subject to additional authorization by the permit-issuing agency.
h. ADDITIONAL PLAN REQUIREMENTS FOR PRIORITY DEVELOPMENT PROJECTS.
i. Specified categories of development that have a greater potential for adverse water quality and hydrologic impacts due to the development size, type of land use, and/or proximity to coastal waters. The WQHP or PDP SWQMP shall be prepared for Priority Development Projects, as identified below. The WQHP/PDP SWQMP shall include all the information required in a PDP SWQMP and, in addition, the WQHP/PDP SWQMP shall include a polluted runoff and hydrologic site characterization, a design storm standard for sizing BMPs, use of a Low Impact Development (LID) approach to retain runoff on-site, and documentation of the expected effectiveness of proposed BMPs. Additional WQHP/PDP SWQMP components include an alternatives analysis, and a description of the Treatment Control and/or Hydromodification BMPs.
ii. Priority Development Projects include:
1) New development projects that create 10,000 square feet or more of impervious surfaces (collectively over the entire project site). This includes commercial, industrial, residential, mixed-use, and public development projects on public or private land.
2) Redevelopment projects that create and/or replace 5,000 square feet or more of impervious surface (collectively over the entire project site on an existing site of 10,000 square feet or more of impervious surfaces). This includes commercial, industrial, residential, mixed-use, and public development projects on public or private land.
3) New and redevelopment projects that create and/or replace 5,000 square feet or more of impervious surface (collectively over the entire project site), and support one or more of the following uses:
aa) Restaurants. This category is defined as a facility that sells prepared foods and drinks for consumption, including stationary lunch counters and refreshment stands selling prepared foods and drinks for immediate consumption (SIC code 5812).
bb) Hillside development projects. This category includes development on any natural slope that is fifteen percent or greater on a site with erodible soil.
cc) Parking lots. This category is defined as a land area or facility for the temporary parking or storage of motor vehicles used personally, for business, or for commerce.
dd) Streets, roads, highways, freeways, and driveways. This category is defined as any paved impervious surface used for the transportation of automobiles, trucks, motorcycles, and other vehicles.
4) New or redevelopment projects that create and/or replace 2,500 square feet or more of impervious surface (collectively over the entire project site) and discharging directly to an ESHA. “Discharging directly to” includes flow that is conveyed overland a distance of 200 feet or less from the project to the ESHA, or conveyed in a pipe or open channel any distance as an isolated flow from the project to the ESHA (i.e., not commingled with flows from adjacent lands).
5) New development projects, or redevelopment projects that create and/or replace 5,000 square feet or more of impervious surface, that support one or more of the following uses:
1) Automotive repair shops. This category is defined as a facility that is categorized in any one of the following Standard Industrial Classification (SIC) codes: 5013, 5014, 5541, 7532-7534, or 7536-7539.
3) Retail gasoline outlets (RGOs). This category includes RGOs that are 5,000 square feet or more.
6) Residential development that creates and/or replaces five or more dwelling units.
7) Development where 75% or more of the site’s surface area will be impervious surfaces.
8) Commercial or industrial development with a potential for generating a high pollutant load that may potentially enter coastal waters or the storm drain system.
9) Any project developed on land where the soil has been contaminated by a previous land use, and where the contaminated soil has the potential to be eroded or to release the contaminants into runoff.
10) New or redevelopment projects that result in the disturbance of one or more acres of land and are expected to generate pollutants post construction.
11) Submittal of WQHP/PDS SWQMP. An applicant shall submit a preliminary WQHP/PDP SWQMP (based on site conditions and project features known at the time of application) with the Coastal Development Permit application and shall submit a final WQHP/PDP SWQMP prior to issuance of the Coastal Development Permit. Any changes to the final WQHP/PDP SWQMP after issuance of the Coastal Development Permit shall be subject to additional authorization by the permit-issuing agency.
12) Requirements of WQHP/PDP SWQMP. The WQHP/PDP SWQMP shall demonstrate that a PDP complies with the following requirements:
1) Prepare plan by a qualified licensed professional. A California-licensed professional (e.g., Registered Professional Civil Engineer, Geotechnical Engineer, Geologist, Engineering Geologist, Hydrogeologist, or Landscape Architect) qualified to complete this work shall be in responsible charge of preparing the Water Quality and Hydrology Plan for a Development of Water Quality Concern.
2) Conduct a polluted runoff and hydrologic site characterization. A polluted runoff and hydrologic characterization of the existing site (e.g., potential pollutants in runoff, soil properties, infiltration rates, depth to groundwater, and the location and extent of hardpan and confining layers) shall be conducted, as necessary to design the proposed BMPs.
3) Address runoff from impervious and semi-pervious surfaces. Runoff from all new and/or replaced impervious and semi-pervious surfaces shall be addressed in the plan. For sites where the area of new and/or replaced impervious and semi-pervious surfaces is greater than or equal to 50% of the pre-existing impervious and semi-pervious surfaces, runoff from the entire developed area, including the pre-existing surfaces, shall be addressed in the plan.
4) Use an LID approach to retain design storm runoff on-site. The development shall implement an LID approach to stormwater management that will retain on-site (by means of infiltration, evapotranspiration, or harvesting), at a minimum, the runoff produced by the 85th percentile 24-hour design storm, based on the San Diego County iso-pluvial map, or an approved site-specific rainfall analysis, to the extent appropriate and feasible. In implementing an LID approach, priority shall be given to the use of preventive LID Site Design strategies to minimize post-development changes in the site’s stormwater flow regime, supplemented by use of structural LID BMPs, if needed, to mitigate any unavoidable changes in stormwater flows.
13) The following projects are exempt from the PDP requirements if they meet the following criteria:
1) New or retrofit paved sidewalks, bicycle lanes, or trails that meet the following criteria:
aa) Designed and constructed to direct storm water runoff to adjacent vegetated areas, or other non-erodible permeable areas; OR
bb) Designed and constructed to be hydraulically disconnected from paved streets or roads; OR
cc) Designed and constructed with permeable pavements or surfaces in accordance with the County of San Diego Guidance on Green Infrastructure
2) Retrofitting or redevelopment of existing paved alleys, streets or roads that are designed and constructed in accordance with the County of San Diego Green Street Guidance.
3) PDP exempt projects are required to submit a Green Street SWQMP that shall provide a description of existing and proposed drainage patterns, site conditions, changes to impervious area, runoff management Site Design strategies, pollutant Source Control BMPs and Green Street BMPs. The Green Street SWQMP shall include a site plan consistent with the requirements listed in section g.
iii. The following requirements apply to the use of infiltration BMPs:
a) Infiltration BMPs shall not cause or contribute to an exceedance of applicable groundwater quality objectives as set out in the RWQCB "Basin Plan" for the San Diego area;
b) Runoff must undergo pretreatment such as sedimentation or filtration prior to infiltration;
c) Pollution prevention and source control BMPs must be implemented at a level appropriate to protect groundwater quality at sites where infiltration BMPs are to be used;
d) Infiltration BMPs must be adequately maintained to remove pollutants in stormwater to the maximum extent feasible;
e) The vertical distance from the base of any infiltration BMP to the seasonal high groundwater mark must be at least 10 feet. Where groundwater basins do not support beneficial uses, this vertical distance criteria may be reduced, provided groundwater quality is maintained;
f) The soil through which infiltration is to occur must have physical and chemical characteristics (e.g., appropriate cation exchange capacity, organic content, clay content, and infiltration rate) which are adequate for proper infiltration durations and treatment of runoff for the protection of groundwater beneficial uses;
g) Infiltration BMPs must not be used for areas of industrial or light industrial activity, and other high threat to water quality land uses and activities as designated by the County, unless source control BMPs to prevent exposure of high threat activities are implemented, or runoff from such activities is first treated or filtered to remove pollutants prior to infiltration; and
h) Infiltration BMPs must be located a minimum of 100 feet horizontally from any water supply wells and 25 feet from any septic system or as prescribed by County of San Diego Department of Environmental Health.
i) Conduct an alternatives analysis if the design storm runoff will not be retained on-site using LID. If the proposed development will not retain on-site the runoff produced by the 85th percentile 24-hour design storm using an LID approach, an alternatives analysis shall be conducted. The alternatives analysis shall demonstrate that:
1) There are no feasible alternative project designs. Demonstrate that there are no appropriate and feasible alternative project designs (such as a reduced project footprint) that would retain on-site the runoff produced by the 85th percentile 24-hour design storm, giving precedence to an LID approach.
2) On-site runoff retention is maximized. Demonstrate that on-site runoff retention is maximized to the extent appropriate and feasible, giving precedence to an LID approach.
3) The feasibility of off-site runoff retention is considered. If there are no feasible alternative project designs, and on-site runoff retention is maximized, some or all of the runoff produced by the 85th percentile 24-hour design storm may be retained off-site, if it is demonstrated that off-site options will feasibly contribute to meeting the development’s runoff retention and treatment requirements.
iv. Use Treatment Control BMPs to remove pollutants if necessary. Treatment Control BMPs are structural systems designed to remove pollutants from runoff by processes, such as gravity settling of particulate pollutants, filtration, biological uptake, media adsorption, or other physical, biological, or chemical process. Examples include vegetated swales, detention basins, and storm drain inlet filters. The following applicability and performance standards shall be required for Treatment Control BMPs:
a) Use Treatment Control BMPs to remove pollutants from any design storm runoff not retained on-site. The development shall implement a Treatment Control BMP (or suite of BMPs) to remove pollutants of concern from any portion of the runoff produced by the 85th percentile 24-hour design storm that will not be retained on-site.
b) Use Treatment Control BMPs prior to infiltration where necessary and effective. Where infiltration BMPs are not adequate to remove a specific pollutant of concern attributed to the development, an effective Treatment Control BMP (or suite of BMPs) shall be required prior to infiltration of runoff, or else an alternative BMP that does not involve infiltration shall be substituted for the infiltration BMP.
c) Select Treatment Control BMPs effective for pollutants of concern. Where a Treatment Control BMP is required, a BMP (or suite of BMPs) shall be selected that has been shown to be effective in reducing the pollutants of concern generated by the proposed land use. If the County determines that biofiltration is not technically feasible, then a PDP may be allowed to utilize flow-through treatment control BMPs to treat runoff leaving the site, AND mitigate for the design capture volume not reliably retained onsite.
v. Infeasibility of 85th percentile 24-hour design. If it is infeasible to retain all, or a portion of, the site’s 85th percentile 24-hour design storm on site for a PDP, then biofiltration BMPs shall be used for the remaining volume not reliably retained. Biofiltration BMPs must be designed to have an appropriate hydraulic loading rate to maximize stormwater retention and pollutant removal, as well as to prevent erosion, scour, and channeling within the BMP, and must be sized to:
a) Treat 1.5 times the design capture volume not reliably retained onsite, or
b) Treat the design capture volume not reliably retained onsite with a flow-through design that has a total volume, including pore spaces and pre-filter detention volume, sized to hold at least 0.75 times the portion of the design capture volume not reliably retained onsite.
c) If bioretention BMPs are not technically feasible, then the PDP can propose to use flow-through treatment control BMPs to treat runoff leaving the site if the project will also mitigate the design capture volume not reliably retained though the use of off-site alternative BMPs. Flow through treatment control BMPs must be sized and designed to filter or treat either: 1) the runoff produced from a rainfall intensity of 0.2 inch of rainfall per hour, for each hour of a storm event; or 2) the maximum flow rate of runoff produced by the 85th percentile hourly rainfall intensity (for each hour of a storm event), as determined from the local historical rainfall record, multiplied by a factor of two; and be ranked with high or medium pollutant removal efficiency for the PDP’s most significant pollutants of concern. Flow-through treatment control BMPs with a low removal efficiency ranking will only be approved by the County if a feasibility analysis has been conducted which exhibits that implementation of flow-through treatment control BMPs with high or medium removal efficiency rankings are infeasible for the applicable portion of a PDP.
vi. Hydromodification Management BMP Requirements. Priority Development Projects must implement BMPs to manage hydromodification that may be caused by stormwater runoff discharged from a project as follows:
a) Hydromodification BMPs must be sized and designed such that post-project runoff conditions (flow rates and durations) will not exceed pre-development runoff conditions by more than 10 percent (for the range of flows that result in increased potential for erosion, or degraded instream habitat downstream of Priority Development Projects).
1) In evaluating the range of flows that results in increased potential for erosion of natural (non-hardened) channels, the lower boundary must correspond with the critical channel flow that produces the critical shear stress that initiates channel bed movement or that erodes the toe of channel banks.
b) A Priority Development Project may be exempted from the hydromodification management BMP performance requirements where the project discharges stormwater runoff to:
1) Existing underground storm drains that discharge directly to water storage reservoirs, lakes, enclosed embayments, or the Pacific Ocean; or
2) Conveyance channels whose bed and bank are concrete lined all the way from the point of discharge to water storage reservoirs, lakes, enclosed embayments or the Pacific Ocean; or
3) An area identified by the County as appropriate for an exemption through a Watershed Management Area Analysis incorporated into a Water Quality Improvement Plan accepted by the RWQCB.
c) PDP projects must avoid critical coarse sediment yield areas as identified by the County unless measures are implemented consistent with the BMP Design Manual that allow critical coarse sediment to be discharged to receiving waters, such that there is no net impact to the receiving water.
vii. A PDP may be allowed at the County’s discretion to utilize offsite alternative compliance in lieu of complying with the storm water pollutant control and hydromodification BMP performance requirements in section h.iv and h.v, above. The PDP must mitigate for the portion of the pollutant load in the design capture volume not retained onsite and/or post-project runoff conditions not fully managed onsite consistent with a Water Quality Equivalency (WQE) Guidance Document accepted by the RWQCB. If a PDP is allowed to utilize offsite alternative compliance, flow-through treatment control BMPs must be implemented to treat the portion of the design capture volume that is not reliably retained onsite. Flow-through treatment control BMPs must be sized and designed in accordance with the requirements of Section xviii, above. An offsite alternative compliance project for a private PDP may be partially or wholly located within the County Right-of-way upon approval of the Authorized Enforcement Officer. Any and all costs associated with the project shall be the sole responsibility of the applicant, including design and installation and the effective operation and maintenance in perpetuity of any and all treatment and hydromodification controls required under this LCP Chapter. The County shall retain the authority to recoup as necessary any and all such costs.
viii. Content of a WQHP/PDP SWQMP for Priority Development Projects includes the following:
a) PDRP/SWQMP information. All of the information required for the PDRP/SWQMP that is required for all developments (see above), including Site Design strategies and pollutant Source Control BMPs shall be included in the WQHP/PDP SWQMP for Priority Development Projects.
b) Documentation of a polluted runoff and hydrologic characterization of the existing site (e.g., potential pollutants in runoff, soil properties, infiltration rates, depth to groundwater, and the location and extent of hardpan and confining layers) as necessary to design the proposed BMPs.
c) A description of the BMPs that will be implemented to meet all the WQHP requirements listed above, and how these BMPs will minimize stormwater pollution and changes in runoff flows from the development. Include documentation of the expected effectiveness of the proposed BMPs, including a characterization of post-development pollutant loads, and calculations, per applicable standards, of changes in the stormwater runoff flow regime (i.e., volume, flow rate, timing, and duration of flows) resulting from the proposed development when implementing the proposed BMPs.
d) Calculations that demonstrate that the proposed BMP (or suite of BMPs) implemented to comply with PDP SWQMP requirements has been sized and designed, at minimum, to the standard(s) described above.
e) A table quantifying the site’s proposed new, replaced, and pre-existing impervious and semi-pervious surface areas. Documentation that runoff from all new and/or replaced impervious and semi-pervious surfaces is addressed. For sites where the area of added and/or replaced impervious and semi-pervious surfaces is greater than or equal to 50% of the pre-existing impervious and semi-pervious surfaces, documentation that runoff from the entire developed area, including pre-existing surfaces, is addressed.
f) A description of the LID approach to stormwater management to be implemented, documenting that LID Site Design strategies have been given priority, and a description of the LID BMPs that will be used to retain on-site (by means of infiltration, evapotranspiration, or harvesting) the runoff, at minimum, to the standard(s) described above, to the extent appropriate and feasible.
g) Where an alternatives analysis is required to document the site-specific engineering constraints and/or physical conditions to justify the determination that there are no appropriate and feasible alternative project designs that would retain on-site the runoff specified above, giving precedence to an LID approach. Also demonstrate that on-site runoff retention is maximized to the extent appropriate and feasible, and that the feasibility of off-site runoff retention is considered.
ix. All existing and new development shall maintain the post-construction structural BMPs and natural system management practices (NSMP). The owner of the land on which the BMPs and/or NSMPs are located or the person responsible for completing the BMPs and/or NSMPs as part of a development project shall implement, maintain, replace, or retrofit the pollutant control BMPs, hydromodification control BMPs and/or NSMPs as necessary to ensure pollutants are removed from stormwater to the MEP and all prohibited non-stormwater discharges are prevented from reaching the stormwater conveyance system or receiving waters. BMPs shall remain effective and function in the manner intended. All BMPs must be maintained to avoid the creation of nuisance or pollution associated with vectors (e.g. mosquitos, rodents, or flies).
x. Any developer or property owner who transfers ownership of land on which a post-construction, structural BMP and/or NSMP is located or will be located, or who otherwise transfers ownership of a post-construction structural BMP and/or NSMP or responsibility for the maintenance of such a BMP to another person or entity, shall provide clear written notice of the maintenance obligations associated with that BMP to the new or additional responsible party prior to that transfer. If directed, the developer or property owner must provide a copy of the written notice to the County.