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Document ID us-ca-wqcpowc-2019 Title WATER QUALITY CONTROL PLAN OCEAN WATERS OF CALIFORNIA URL https://waterboards.ca.gov/water_issues/programs/ocean/docs/oceanplan2019.pdf Jurisdiction /us/ca Subdomain(s) none Language Status completed Analyzed at 2026-05-13 14:34:55.980433+00:00 Relevance inventory_targeted_fetch

Q Qualitative Requirements (105)

Req ID Category Intent Legal Status Name Subdomain(s) Context Conditions Confidence
#Q001administrativeoperationalmandatoryOcean Plan Review FrequencyotherThe Board finds further that this plan shall be reviewed at least every three years to guarantee that the current standards are adequate and are not allowing degradation* to marine species or posing a threat to public health.high
#Q002prohibitionaestheticmandatoryPrevention of Floating Particulatesaquatic life, recreational waterFloating particulates and grease and oil shall not be visible.Applies to ocean waters.high
#Q003prohibitionaestheticmandatoryPrevention of Discolorationaquatic life, recreational waterThe discharge of waste* shall not cause aesthetically undesirable discoloration of the ocean* surface.Applies to waste discharges to the ocean.high
#Q004prohibitionaestheticmandatoryProtection of Natural Lightaquatic lifeNatural light* shall not be significantly* reduced at any point outside the initial* dilution zone as the result of the discharge of waste.*Applies outside the initial dilution zone.high
#Q005prohibitionhealthmandatoryBenthic Community Protection from Inert Solidsaquatic lifeThe rate of deposition of inert solids and the characteristics of inert solids in ocean* sediments shall not be changed such that benthic communities are degraded.*high
#Q006prohibitionaestheticmandatoryProhibition of Trashaquatic life, recreational waterTrash* shall not be present in ocean waters, along shorelines or adjacent areas in amounts that adversely affect beneficial uses or cause nuisance.high
#Q007prohibitionaestheticmandatoryPrevention of Odor and Taste Alterationaquatic lifeThe natural taste, odor, and color of fish, shellfish,* or other marine resources used for human consumption shall not be altered.high
#Q008designoperationalmandatoryWaste Management System Design and OperationwastewaterWaste* management systems that discharge to the ocean* must be designed and operated in a manner that will maintain the indigenous marine life and a healthy and diverse marine community.high
#Q009designoperationalmandatoryLocation of Waste Discharges AssessmentwastewaterLocation of waste* discharges must be determined after a detailed assessment of the oceanographic characteristics and current patterns to assure that: (1) Pathogenic organisms and viruses are not present in areas where shellfish* are harvested for human consumption or in areas used for swimming or other body-contact sports. (2) Natural water quality conditions are not altered in areas designated as being of special biological significance or areas that existing marine laboratories use as a source of seawater.* (3) Maximum protection is provided to the marine environment.high
#Q010treatmenthealthmandatoryPathogen Discharge Siting and DisinfectionwastewaterWhere conditions are such that an adequate distance cannot be attained, reliable disinfection in conjunction with a reasonable separation of the discharge point from the area of use must be provided. Disinfection procedures that do not increase effluent toxicity and that constitute the least environmental and human hazard should be used.When an adequate distance from shellfishing and water-contact sports areas cannot be attained to maintain bacterial standards.high
#Q011administrativereportingmandatoryMinimum Level Instrument CalibrationotherDischargers are to instruct their laboratories to establish calibration standards so that the Minimum* Level (or its equivalent if there is differential treatment of samples relative to calibration standards) is the lowest calibration standard. At no time is the discharger to use analytical data derived from extrapolation beyond the lowest point of the calibration curve.high
#Q012reportingreportingmandatorySample Reporting ProtocolsotherDischargers must report with each sample result the reported Minimum* Level (selected in accordance with section 4, above) and the laboratory's current MDL.*high
#Q013corrective_actionoperationalmandatoryToxicity Reduction Evaluation (TRE) Requirementwastewater, aquatic lifeIf a discharge consistently exceeds an effluent limitation based on a toxicity objective in Table 3, a toxicity reduction evaluation (TRE) is required. The TRE shall include all reasonable steps to identify the source of toxicity. Once the source(s) of toxicity is identified, the discharger shall take all reasonable steps necessary to reduce toxicity to the required level.If a discharge consistently exceeds a toxicity-based effluent limitation.high
#Q014prohibitionoperationalmandatorySWQPA-GP Point Source Wastewater Outfall Limitationwastewater, aquatic lifeAn SWQPA-GP shall not be designated over existing permitted point source wastewater outfalls or encroach upon the zone of initial dilution* associated with an existing discharge.Does not apply to discharges less than one million gallons per day.high
#Q015treatmentoperationalmandatorySeawater Intake Best Technology ControlotherExisting permitted seawater* intakes other than those serving desalination facilities* must be controlled to minimize entrainment and impingement by using best technology available.Excludes intakes serving desalination facilities and intakes with a capacity less than one million gallons per day.high
#Q016prohibitionoperationalmandatoryDry Weather Flow DiversionwastewaterNon-storm water (dry weather) flows are effectively prohibited as required by the applicable permit. Where capacity and infrastructure exists, all dry weather flows shall be diverted to municipal sanitary sewer systems.Exceptions apply for emergency response, structural/slope stability, etc.high
#Q017prohibitionhealthmandatoryProhibition of Warfare Agents and High-Level Radioactive WasteotherThe discharge of any radiological, chemical, or biological warfare agent or high-level radioactive waste* into the ocean* is prohibited.high
#Q018prohibitionoperationalmandatoryProhibition of Sludge DischargewastewaterPipeline discharge of sludge to the ocean* is prohibited by federal law; the discharge of municipal and industrial waste* sludge directly to the ocean,* or into a waste* stream that discharges to the ocean,* is prohibited by this Plan. The discharge of sludge digester supernatant directly to the ocean,* or to a waste* stream that discharges to the ocean* without further treatment, is prohibited.high
#Q019prohibitionoperationalmandatoryProhibition of Untreated Waste BypassingwastewaterThe by-passing of untreated wastes* containing concentrations of pollutants in excess of those of Table 4 or Table 3 to the ocean* is prohibited.high
#Q020prohibitionoperationalmandatoryProhibited Vessel DischargesotherDischarges of hazardous waste (as defined in California Health and Safety Code § 25117 et seq. [but not including sewage]), oily bilge water,* medical waste (as defined in § 117600 et seq. of the California Health and Safety Code) dry-cleaning waste, and film-processing waste from large passenger vessels* and oceangoing vessels* are prohibited. Discharges of graywater* and sewage* from large passenger vessels* are prohibited.high
#Q021prohibitionaestheticmandatoryProhibition of Trash DischargeotherThe discharge of Trash* to surface waters of the State or the deposition of Trash* where it may be discharged into surface waters of the State is prohibited.high
#Q022administrativeoperationalmandatoryVessel Discharge NPDES Coverage RequirementotherDischarges incidental to the normal operation large passenger vessels* and ocean- going vessels must be covered and comply with an individual or general NPDES permit.high
#Q023treatmentoperationalmandatoryTrash Control for Industrial/Construction DischargersotherDischargers that are subject to NPDES permits for discharges of storm water* associated with industrial activity (including construction activity) shall be required to comply with the prohibition of discharge in Chapter III.I.6.a herein by eliminating Trash* from all storm water* and authorized non-storm water* discharges...high
#Q024reportingreportingmandatoryTrack 1 MS4 Full Capture System ReportingotherMS4* permittees that elect to comply with Chapter III.L.2.a.1 (Track 1) shall provide a report to the applicable permitting authority* demonstrating installation, operation, maintenance, and the Geographic Information System- (GIS-) mapped location and drainage area served by its full capture systems* on an annual basis.high
#Q025monitoringreportingmandatoryTrack 2 MS4 Monitoring and ReportingotherMS4* permittees that elect to comply with Chapter III.L.2.b.2 (Track 2) shall develop and implement monitoring plans that demonstrate the effectiveness of the full capture systems*, multi-benefit projects*, other treatment controls*, and/or institutional controls* and compliance with full capture system equivalency*. Monitoring reports shall be provided to the applicable permitting authority* on an annual basis...high
#Q026designoperationalmandatoryDesalination Facility Siting near MPA or SWQPAaquatic lifeDischarges shall be sited at a sufficient distance from a MPA or SWQPA* so that the salinity* within the boundaries of a MPA or SWQPA* does not exceed natural background salinity.* To the extent feasible,* surface intakes shall be sited so as to maximize the distance from a MPA or SWQPA.*high
#Q027designoperationalmandatoryDesalination Facility Outfall Designaquatic lifeDesign the outfall so that the brine mixing zone* does not encompass or otherwise adversely affect existing sensitive habitat.* Design the outfall so that discharges do not result in dense, negativelybuoyant plumes that result in adverse effects due to elevated salinity* or hypoxic conditions occurring outside the brine mixing zone.*high
#Q028designoperationalmandatoryDesalination Facility Outfall Minimization of Suspended Sedimentsaquatic lifeDesign outfall structures to minimize the suspension of benthic sediments.high
#Q029treatmentoperationalmandatoryDesalination Facility Surface Water Intake Screeningaquatic lifeThe regional water board shall require that surface water intakes be screened. Screens must be functional while the facility is withdrawing seawater.* In order to reduce entrainment, all surface water intakes must be screened with a 1.0 mm (0.04 in) or smaller slot size screen when the desalination facility* is withdrawing seawater.*high
#Q030designoperationalmandatoryDesalination Facility Multiport Diffusers Designaquatic lifeMultiport diffusers* shall be engineered to maximize dilution, minimize the size of the brine mixing zone,* minimize the suspension of benthic sediments, and minimize mortality of all forms of marine life.*When brine cannot be diluted by wastewater and there are no live organisms in the discharge.high
#Q031prohibitionoperationalmandatoryProhibition of Flow Augmentation for Brine DischargewastewaterFlow augmentation* as an alternative brine* discharge technology is prohibited with the following exceptions...Exceptions apply for facilities using subsurface intakes for dilution and conditionally permitted/partially constructed facilities.high
#Q032reportingreportingmandatoryDesalination Facility Marine Life Mortality Reportaquatic lifeThe owner or operator of a facility shall submit a report to the regional water board estimating the marine life mortality resulting from construction and operation of the facility after implementation of the facility's required site, design, and technology measures.high
#Q033corrective_actionoperationalmandatoryDesalination Facility Mitigation Requirementaquatic lifeThe owner or operator shall mitigate for the mortality of all forms of marine life* determined in the report above by choosing to either complete a mitigation project as described in chapter III.M.2.e.(3) or, if an appropriate fee-based mitigation program is available, provide funding for the program as described in chapter III.M.2.e.(4).high
#Q034monitoringreportingmandatoryDesalination Facility Monitoring and Reporting Planaquatic life, wastewaterThe owner or operator of a desalination facility* must submit a Monitoring and Reporting Plan to the regional water board for approval. The Monitoring and Reporting Plan shall include monitoring of effluent and receiving water characteristics and impacts to all forms of marine life.*high
#Q035monitoringreportingmandatoryBaseline Biological Condition Surveysaquatic lifeBaseline biological conditions shall be established at the discharge location and at a reference location prior to commencement of construction. The owner or operator is required to conduct biological surveys (e.g., Before-After Control-Impact study), that will evaluate the differences between biological communities at a reference site and at the discharge location before and after the discharge commences.Applies to new or expanded desalination facilities.high
#Q036monitoringreportingmandatorySWAMP Comparable Quality AssuranceotherAll receiving* and ambient water monitoring conducted in compliance with MRPs must be comparable with the Quality Assurance requirements of the Surface Water Ambient Monitoring Program (SWAMP).high
#Q037reportingreportingmandatoryCEDEN Data Template ReportingotherWater Quality data must be reported according to the California Environmental Data Exchange Network (CEDEN) 'Data Template' format for all constituents that are monitored in receiving and ambient water.high
#Q038monitoringhealthmandatoryPoint Source Indicator Bacteria Core Monitoringrecreational water, aquatic lifeTo answer these questions, core monitoring shall be conducted in receiving water* on the shoreline for the indicator bacteria* at a minimum weekly for any point sources discharging treated sewage effluent: a. within one nautical mile of shore, or b. within one nautical mile of a commercial shellfish* bed, or c. if the discharge is in excess of 10 million gallons per day (MGD).May be met through participation in a regional monitoring program instead.high
#Q039monitoringhealthmandatoryStorm Water Indicator Bacteria Core Monitoringrecreational waterAt a minimum, for municipal storm water discharges, all receiving water* at outfalls greater than 36 inches in diameter or width must be monitored (ankle depth, point zero) at the following frequencies: a. During wet weather with a minimum of three storms per year, and b. When non-storm water discharges* occur (flowing during dry weather), and if located at an AB 411 beach, at least weekly.May be waived once structural BMPs successfully control indicator bacteria or substituted by regional monitoring program participation.high
#Q040monitoringhealthmandatoryNon-point Source Indicator Bacteria Core Monitoringagricultural water, recreational water, aquatic lifecore monitoring of representative agricultural irrigation tail water and storm water runoff, at a minimum, will be conducted in receiving water* (ankle depth, point zero) for indicator bacteria*: a. During wet weather, at a minimum of two storm events per year, and b. When non-storm water discharges* occur (flowing during dry weather), and if located at an AB 411 beach or within one nautical mile of shellfish* bed, at least weekly.May be met through participation in a regional monitoring program instead.high
#Q041monitoringoperationalmandatoryPoint Source Chemical Constituents Core MonitoringwastewaterConsistent with Appendix VI, the core monitoring for the substances in Table 3 and Table 4 shall be required periodically. For discharges less than 10 MGD, the monitoring frequency shall be at least one complete scan of the Table 3 substances annually. Discharges greater than 10 MGD shall be required to monitor at least semiannually.high
#Q042monitoringoperationalmandatoryPhase I and II MS4 Chemical Core MonitoringwastewaterFor Phase I and Phase II MS4 dischargers, core receiving water* monitoring will be required at a minimum for 10 percent of all outfalls greater than 36 inches in diameter or width once per year. ... Monitoring shall be for total suspended solids, oil & grease, total organic carbon, pH, temperature, biochemical oxygen demand, turbidity, Table 3 metals, PAHs,* and pesticides determined by the Regional Water Boards.May be waived once structural BMPs successfully control pollutants or through regional monitoring.high
#Q043monitoringoperationalmandatoryIndustrial Storm Water Chemical MonitoringwastewaterFor industrial storm water discharges, runoff monitoring must be conducted at all outfalls at least two storm events per year. In addition, at least one representative receiving water* sample must be collected per industrial storm water permittee during two storm events per year. Monitoring shall be conducted for total suspended solids, oil & grease, total organic carbon, pH, temperature, biochemical oxygen demand, turbidity, and Table 3 metals and PAHs.*high
#Q044monitoringoperationalmandatoryNon-point Source Chemical Core Monitoringagricultural water, otherTo answer these questions, a statistically representative sample (determined by the Regional Water Board) of receiving water* at the sites of agricultural irrigation tail water and storm water runoff, and golf course runoff in each watershed will be monitored for Ocean Plan Table 3 metals, ammonia as N, nitrate as N, phosphate as P, and pesticides determined by the Regional Board: a. During wet weather, at a minimum of two storm events per year, and b. During dry weather, when flowing, at a frequency determined by the Regional Boards.May be satisfied through regional monitoring.high
#Q045monitoringoperationalmandatoryPoint Source Sediment Monitoringaquatic lifeFor discharges greater than 10 MGD, acid volatile sulfides, OP Pesticides, Table 3 metals, ammonia N, PAHs,* and chlorinated hydrocarbons will be measured in sediments annually in a core monitoring program approved by the Regional Water Board.Frequency may be reduced or satisfied through regional monitoring if sufficient data exists.high
#Q046monitoringoperationalmandatoryPhase I MS4 Sediment Monitoringaquatic lifeFor Phase I MS4 permittees, discharges greater than 72 inches in diameter or width discharging to low energy coastal environments with the likelihood of sediment deposition, acid volatile sulfides, OP Pesticides, Ocean Plan Table 3 metals, ammonia N, PAHs,* and chlorinated hydrocarbons will be measured in sediments once per permit cycle.May be waived once structural BMPs successfully control pollutants or satisfied through regional monitoring.high
#Q047monitoringhealthmandatoryPoint Source Aquatic Life Toxicity Monitoringaquatic lifeCore monitoring for Table 3 effluent toxicity shall be required periodically. For discharges less than 0.1 MGD the monitoring frequency for acute and/or chronic toxicity* shall be twice per permit cycle. For discharges between 0.1 and 10 MGD, the monitoring frequency for acute and/or chronic toxicity* of the effluent should be at least annually. For discharges greater than 10 MGD, the monitoring frequency for acute and/or chronic toxicity* of the effluent should be at least semiannually.high
#Q048monitoringhealthmandatoryPoint Source Sediment Toxicity Monitoringaquatic lifeFor discharges greater than 10 MGD in a low energy coastal environment with the likelihood of sediment deposition, Core monitoring for acute sediment toxicity is required and will utilize alternative amphipod species ( Eohaustorius estuarius, Leptocheirus plumulosus, Rhepoxynius abronius ).high
#Q049corrective_actionoperationalmandatoryPoint Source Toxicity Reduction Evaluation Responseaquatic lifeIf an exceedance is detected, six additional toxicity tests are required within a 12-week period. If an additional exceedance is detected within the 12-week period, a toxicity reduction evaluation (TRE) is required...high
#Q050monitoringhealthmandatoryStorm Water Toxicity Core Monitoringaquatic lifeFor Phase I MS4, Phase II MS4, and industrial storm water discharges, core toxicity monitoring will be required at a minimum for 10 percent of all outfalls greater than 36 inches in diameter or width at a minimum of once per year. Receiving water* monitoring shall be for Table 3 critical life stage chronic toxicity* for a minimum of one invertebrate species.May be waived through regional monitoring participation.high
#Q051monitoringhealthmandatoryStorm Water Sediment Toxicity Monitoringaquatic lifeFor storm water discharges greater than 72 inches in diameter or width in a low energy coastal environment with the likelihood of sediment deposition, core sediment monitoring for acute sediment toxicity is required and will utilize alternative amphipod species ( Eohaustorius estuarius, Leptocheirus plumulosus, Rhepoxynius abronius ).high
#Q052monitoringhealthmandatoryNon-point Source Toxicity Core Monitoringagricultural water, aquatic life, other...a statistically representative sample (determined by the Regional Water Board) of receiving water* at the sites of agricultural irrigation tail water and storm water runoff, and golf course runoff, in each watershed will be monitored: a. During wet weather, at a minimum of two storm events per year, and b. During dry weather, when flowing, at a frequency determined by the Regional Boards. Core receiving water* monitoring shall include Table 3 critical life stage chronic toxicity* for a minimum of one invertebrate species.May be waived if participating in a regional monitoring program.high
#Q053monitoringhealthmandatoryNon-point Source Sediment Toxicity Monitoringaquatic lifeFor runoff in a low energy coastal environment with the likelihood of sediment deposition, core sediment monitoring shall include acute sediment toxicity utilizing alternative amphipod species ( Eohaustorius estuarius, Leptocheirus plumulosus, Rhepoxynius abronius ) at a minimum once per year.high
#Q054monitoringhealthmandatoryPoint Source Benthic Community Monitoringaquatic lifeTo answer this question, benthic community monitoring shall be conducted a. for all discharges greater than 10 MGD, or b. those discharges greater than 0.1 MGD and one nautical mile or less from shore, or c. discharges greater than 0.1 MGD and one nautical mile or less from a State Water Quality Protection Area* or a State Marine Reserve.Minimum frequency shall be once per permit cycle, or twice for discharges > 100 MGD.high
#Q055monitoringhealthmandatoryPoint Source Bioaccumulation Monitoringaquatic life, recreational waterTo answer these questions, bioaccumulation monitoring shall be conducted, at a minimum, once per permit cycle for: a. discharges greater than 10 MGD, or b. those discharges greater than 0.1 MGD and one nautical mile or less from shore, or c. discharges greater than 0.1 MGD and one nautical mile or less from a State Water Quality Protection Area* or a State Marine Reserve, Park or Conservation Area.May be satisfied through regional monitoring.high
#Q056monitoringhealthmandatoryStorm Water Bioaccumulation Monitoringaquatic life, recreational waterFor Phase I MS4 dischargers, bioaccumulation monitoring shall be conducted, at a minimum, once per permit cycle. Constituents to be monitored must include OP Pesticides, Ocean Plan Table 3 metals, Table 3 PAHs,* Table 3 chlorinated hydrocarbons, and pyrethroids.May be satisfied through regional monitoring.high
#Q057monitoringoperationalmandatoryPoint Source Receiving Water Characteristics Monitoringaquatic lifeFor discharges greater than 10 MGD, turbidity (alternatively light transmissivity or surface water transparency), color [Chlorophyll-A and/or color dissolved organic matter (CDOM)], dissolved oxygen and pH shall be measured in the receiving water* seasonally, at a minimum, in a core monitoring program approved by the Regional Water Board.Frequency may be reduced if sufficient data exists, or may be satisfied through regional monitoring.high
#Q058monitoringoperationalmandatoryPoint Source Brine Discharge Salinity Monitoringaquatic lifeSalinity* must also be monitored by all point sources discharging brine* as part of their core monitoring program.high
#Q059monitoringoperationalmandatoryStorm Water Receiving Water Characteristics Monitoringaquatic lifeAt a minimum, 10 percent of Phase I MS4 discharges greater than 36 inches, receiving water* turbidity, color, dissolved oxygen, pH, nitrate, phosphate, and ammonia shall be measured annually in a core monitoring program approved by the Regional Water Board.May be waived once structural BMPs control pollutants, or satisfied through regional monitoring.high
#Q060monitoringoperationalmandatoryNon-point Source Receiving Water Characteristics Monitoringagricultural water, aquatic life, otherRepresentative agricultural and golf course discharges shall be measured, at a minimum twice annually (during two storm season and irrigation season) for receiving water* turbidity, color, dissolved oxygen, pH, nitrate, phosphate, ammonia in a core monitoring program approved by the Regional Water Board.May be satisfied through regional monitoring.high
#Q061administrativereportingmandatoryAnalytical Laboratory CertificationotherLaboratories analyzing monitoring data shall be certified by the California Department of Public Health, in accordance with the provisions of Water Code section 13176, and must include quality assurance quality control data with their reports.high
#Q062monitoringoperationalmandatoryMarine Test Species Usage Requirementaquatic lifeToxicity monitoring requirements in permits prepared by the Regional Water Boards shall use marine test species instead of freshwater species when measuring compliance.high
#Q063administrativeoperationalmandatoryAnnual Fee ObligationotherDischargers regulated under this Order and the applicable waivers contained within, must be subject to application and annual fees assessed relative to their assigned threat and complexity ranking or other discharge specific conditions identified in California Code of Regulations, Title 23, section 2200.7.high
#Q064prohibitionoperationalmandatoryGraywater MS4 Discharge ProhibitionwastewaterEffluent from on-site graywater disposal systems must: Not be directly or indirectly discharged to any Municipal Separate Storm Sewer Systems (MS4s) or any surface waters of the state (including ephemeral streams and vernal pools);Applies to On-site Graywater Disposal Systemshigh
#Q065designhealthmandatoryGraywater Groundwater Separation DistancewastewaterEffluent ... must ... Be discharged, as to maintain at least 3 feet of vertical separation between the disposal area and the highest known historical or anticipated groundwater level;Applies to On-site Graywater Disposal Systemshigh
#Q066administrativeoperationalmandatoryRegulatory Access and InspectionotherGraywater disposal system owners/operators must: ... Allow the San Diego Water Board and/or other local regulatory agencies reasonable access to the site in order to perform inspections and conduct monitoring;high
#Q067operationalhealthmandatoryAnimal Operations Surface Water Protectionagricultural waterAnimal operations must prevent direct contact between animals and surface water bodies, and MS4 facilities. Animals should not be allowed to graze directly adjacent to or within stream banks. Animal operations should maintain a buffer zone or riparian filter strip between the animals and any surface waters of the state, and MS4 facilities.high
#Q068operationaloperationalmandatoryAquatic Animal Feed Managementaquatic lifeThe Discharger must use efficient feed and feeding strategies to limit feed input to the minimum amount reasonably necessary to achieve cold water and/or warm water species aquatic animal production goals and sustain targeted rates of aquatic animal growth.high
#Q069designhealthmandatoryMass Mortality Landfill Siting RequirementsotherThe bottom of an emergency landfill must be placed at least 10 feet above the highest historically known or anticipated level of groundwater, and more than 500 feet from any immediately adjacent surface waters of the State, or MS4s facilities.Emergency landfills not on regulated facilitieshigh
#Q070prohibitionhealthmandatoryGraywater Surface Discharge ProhibitionwastewaterBe discharged to the underground or with covering as allowed by local agency requirements and cannot surface or pond;Applies to On-site Graywater Disposal Systemshigh
#Q071administrativereportingmandatoryGraywater NOI RequirementwastewaterOperators of an on-site graywater disposal system, proposing to discharge graywater to land, and subject to the Plumbing Code Graywater Standards must file an NOI.high
#Q072operationaltreatmentmandatoryLow Threat Treatment Product ComplianceotherAny products used to condition or treat 'low threat' discharges prior to discharging to land must be in accordance with manufacturer's instructions and guidelines and must reliably attenuate before infiltrating to underlying groundwater.high
#Q073operationaloperationalmandatoryAnimal Waste Disposal Frequencyagricultural waterAnimal wastes must be collected and disposed of regularly (at least once every two weeks);Applies to animal operations other than grazinghigh
#Q074monitoringreportingmandatoryAquatic Animal Influent Monitoringaquatic lifeThe Discharger must monitor the influent water to the aquatic animal production facility for the parameters specified in Table No. 1 below.high
#Q075reportingreportingmandatoryAquatic Animal Annual Reportingaquatic lifeThe Discharger must prepare and submit an annual report containing the following information:Report due by February 1st each yearhigh
#Q076prohibitionoperationalmandatorySlurry MS4 Discharge ProhibitionotherSlurries discharged to lands must: Not directly or indirectly discharge into any MS4s or surface waters of the state (including ephemeral streams and vernal pools);high
#Q077administrativereportingmandatoryTemporary Waste Pile SignageotherThe discharger must post at least one clearly visible sign listing the following minimum information: a) Project name, b) Name and address of discharger, c) Brief project description, and d) 24-hour contact information - name, address, facsimile, and telephone number for the project for as long as the temporary waste pile remains on the site.Applies to soils containing wastes in temporary pileshigh
#Q078operationalaestheticmandatoryFireworks Debris CleanupotherAll fireworks-related debris must be cleaned up from land surface areas.high
#Q079operationaloperationalmandatoryGraywater System Design CompliancewastewaterMaintain and operate the system in accordance with the design approved by the authorized local agencies or any conditions for exemption from those requirements;Applies to On-site Graywater Disposal Systemshigh
#Q080prohibitionoperationalmandatoryGraywater Domestic Waste RestrictionwastewaterAccept only domestic wastewater.Applies to On-site Graywater Disposal Systemshigh
#Q081prohibitionoperationalmandatoryLow Threat MS4 and Surface Water ProhibitionotherPrevent the direct or indirect discharge of 'low threat' discharges to any MS4 or any surface waters of the state (including ephemeral streams, and vernal pools).high
#Q082operationaloperationalmandatoryWinery Pond Freeboard MaintenancewastewaterAt least two feet of freeboard must be maintained at all times in onsite evaporation ponds containing winery process water.Applies to Winery Process Water evaporation pondshigh
#Q083operationaloperationalmandatoryAnimal Waste Weather Protectionagricultural waterTemporary storage areas must be protected with a roof or cover, or at a minimum be covered with plastic sheeting if precipitation is forecast within the next 24 hours, to prevent direct contact between precipitation and animal wastes;Applies when precipitation is forecasthigh
#Q084operationalhealthmandatoryAquatic Animal Mortality Disposalaquatic lifeRemove and dispose of aquatic animal mortalities properly on a regular basis to prevent discharge to waters of the United States/ and or state;high
#Q085designoperationalmandatorySlurry Runoff Containmentaquatic lifeSlurries discharged to lands must: ... Be contained to eliminate the potential for runoff from the site;high
#Q086administrativereportingmandatoryEmergency Landfill Signage RequirementsotherOwners/operators of emergency landfills not on regulated facilities must post at least one clearly visible sign (in English) listing the following minimum information: a) clearly identify the area as an emergency landfill for animal and agricultural wastes, b) a warning against trespass, c) a description of the reason for the emergency landfill (e.g., Exotic Newcastle, Avian Flu, etc.), d) the type(s) of waste buried at the site (e.g., types of carcasses, egg wastes, manure, etc.), and e) the name and telephone number of the current property owner.Emergency landfills not on regulated facilitieshigh
#Q087designhealthmandatoryGraywater Source Zone Setbackdrinking waterOn-site graywater disposal systems proposed to be constructed in areas: ... Designated as Zone A, as defined by the California Department of Public Health's Drinking Water Source Assessment and Protection Program, must be constructed with an adequate setback from the drinking water supply source that will be protective of drinking water quality.When systems are proposed in designated Zone A areas.high
#Q088prohibitionoperationalmandatoryContact Cooling Water ProhibitionotherDischarges must not contain contact cooling water.Applies to discharges of air conditioner condensate and non-contact cooling water to land.high
#Q089designoperationalmandatoryWinery Waste Stream SeparationwastewaterWinery process water must: ... Be captured, treated, and/or disposed of separately from domestic wastewater;high
#Q090administrativereportingmandatoryUSFS Water Quality Program RequirementotherThe US Forest Service (USFS) must maintain: a. A water quality program to ensure compliance with water quality objectives and discharge prohibitions in the Basin Plan;Applies to timber operations on federal lands.high
#Q091designoperationalmandatoryAnimal Waste Storage Surface Impermeabilityagricultural waterTemporary storage area must be on an impervious surface (e.g., concrete pad or plastic tarp) to prevent leaching of pollutants to groundwater;Applies to temporary storage of manure, urine, or soiled bedding.high
#Q092operationaloperationalmandatorySmall CAFO Regulatory Complianceagricultural waterSmall CAFOs must be operated and maintained in accordance with the regulations in Calif. Code Regs. title 27 sections 22562 through 22565.high
#Q093administrativeoperationalmandatoryAquatic Animal Spill Response Trainingaquatic lifeTrain all relevant personnel in spill prevention and how to respond in the event of a spill to ensure proper clean-up and disposal of spilled material;high
#Q094corrective_actionoperationalmandatorySlurry Storage Area RestorationotherFilled in and restored to pre-discharge conditions, if no longer in use.Applies to storage areas or sumps used for slurries discharged to land.high
#Q095operationaloperationalmandatoryTemporary Waste Pile Duration LimitotherThe Discharger, unless otherwise specified in the applicable conditions of this waiver, must not allow temporary waste piles to remain on a site for longer than 6 months or 180 days, whichever is longer.Except where special conditions (e.g., petroleum hydrocarbons) specify a shorter duration.high
#Q096prohibitionhealthmandatoryFireworks Display Spatial-Temporal Density LimitotherNo more than one fireworks display may be conducted from a launch site or within 1.0 mile of another launch site within a 48-hour period.Unless the organizer files an NOI providing detail on mitigation measures.high
#Q097reportingreportingmandatoryUtility Vault Urgent NotificationotherThe Discharger, as the result of a situation requiring urgent action to alleviate or prevent a power or natural gas outage must: i. provide notification to the San Diego Water Board within 48 hours;Urgent action to alleviate or prevent a power or natural gas outagehigh
#Q098prohibitionoperationalmandatoryWinery Pond Discharge RestrictionwastewaterWastes and/or other wastewaters, other than winery process water must not be discharged to onsite evaporation ponds.high
#Q099administrativereportingmandatorySoil Amendment Application Rate Documentationagricultural waterA copy of the calculations and/or estimate of the application rate must be available on site for inspection;Applies to application of soil amendments or mulch in animal operationshigh
#Q100operationalhealthmandatoryMass Mortality Waste Layer ThicknessotherThe thickness of each layer of mass mortality wastes must be limited to less than 2 feet.Emergency landfills not on regulated facilitieshigh
#Q101operationaloperationalmandatoryWaste Management ImplementationotherDischargers, who enroll in these waivers are required to manage their wastes in a manner that protects beneficial uses and prevent nuisance by implementing management measures (MMs) and best management practices (BMPs).high
#Q102prohibitionhealthmandatoryGraywater Contamination and Nuisance PreventionwastewaterEffluent from on-site graywater disposal systems must: ... Not cause or threaten to cause a condition of contamination, pollution, or nuisance;high
#Q103operationalaestheticrecommendedWinery Cleaning Chemical MinimizationwastewaterThe use of cleaning chemicals should be minimized.high
#Q104operationaloperationalmandatoryAquatic Animal Facility Inspection and Repairaquatic lifeThe Discharger must: Routinely inspect production systems and wastewater treatment systems to identify and promptly repair damage;high
#Q105prohibitionhealthmandatoryAquatic Species Movement Protectionaquatic lifeNo activity may substantially disrupt the movement of those species of aquatic life indigenous to the water body, including those species that normally migrate through the area.Applies to emergency repair and protection activities in non-federal watershigh

P Quantitative Requirements (89)

Req ID Category Intent Legal Status Name Subdomain(s) Limit Type Limit Value Context Conditions Confidence
#P001microbiologicalhealthmandatoryFecal coliform densityrecreational waterMAC<= 200 per 100 mL30-day GM, Within a zone bounded by the shoreline and a distance of 1,000 feetcalculated based on the five most recent samples from each sitehigh
#P002microbiologicalhealthmandatoryFecal coliform densityrecreational waterMAC<= 400 per 100 mLSSMhigh
#P003microbiologicalhealthmandatoryEnterococcirecreational waterMAC<= 30 cfu/100 mLsix-week rolling GMcalculated weeklyhigh
#P004microbiologicalhealthmandatoryEnterococcirecreational waterMAC<= 110 cfu/100 mLSTVnot to be exceeded by more than 10 percent of the samples collected in a calendar monthhigh
#P005physicaltreatmentmandatoryGrease and OilwastewaterMAC25 mg/LLimiting Concentration: Monthly (30-day Average)apply only to publicly owned treatment works and industrial discharges for which Effluent Limitations Guidelines have not been establishedhigh
#P006physicaltreatmentmandatoryTurbiditywastewaterMAC75 NTULimiting Concentration: Monthly (30-day Average)high
#P007chemicalhealthmandatoryArsenicaquatic lifeMAC8 µg/LLimiting Concentration: 6-Month MedianOBJECTIVES FOR PROTECTION OF MARINE AQUATIC LIFEhigh
#P008microbiologicalhealthmandatoryEnterococci Single Sample Maximum (TSO Beaches)recreational waterMAC110 cfu/100mLReceiving water limitations for TSO Beaches in dry weatherInterim limitation based on California Ocean Planhigh
#P009microbiologicalhealthmandatoryFecal Coliform Single Sample Maximum (TSO Beaches)recreational waterMAC400 cfu/100mLReceiving water limitations for TSO Beaches in dry weatherInterim limitation based on California Ocean Planhigh
#P010operationalhealthmandatoryAllowable Exceedance Frequency (TSO Beaches Receiving Water)recreational waterrequirement10 %Frequency of exceeding Enterococci or Fecal Coliform SSM in receiving watersApplies during dry season (May 1 to September 30)high
#P011microbiologicalhealthmandatoryE. coli Single Sample Maximum (TSO Creeks)recreational waterMAC320 cfu/100mLMS4 Outfall discharge to TSO Creeks and Associated TributariesApplies to Lower San Diego River, Forester Creek, Tecolote Creek, and Chollas Creekhigh
#P012operationalhealthmandatoryInterim Allowable Exceedance Frequency (Chollas Creek MS4)recreational waterrequirement90 %E.coli exceedance frequency in MS4 outfall dischargesEffective from TSO date through September 30, 2027high
#P013operationalhealthmandatoryFinal Allowable Exceedance Frequency (TSO Creeks MS4)recreational waterrequirement50 %E.coli exceedance frequency in MS4 outfall dischargesEffective from May 1, 2028, through September 30, 2028high
#P014physicaloperationalmandatoryInterim Allowable Flow Discharge Frequency (Tecolote Creek MS4)recreational waterrequirement78 %Outfall flow discharge frequency based on routine visual observationsEffective from TSO date through September 30, 2027high
#P015physicaloperationalmandatoryFinal Allowable Flow Discharge Frequency (All TSO Segments)recreational waterrequirement50 %Outfall flow discharge frequency goal for beaches and creeksEffective from May 1, 2028, through September 30, 2028high
#P016physicaltreatmentmandatorypH (Inland Surface Waters and Groundwater)drinking water, otherMAC6.5 - 8.5 standard unitsThe waste discharge shall not contain material or substances in amounts that cause the pH to fall below 6.5 or rise above 8.5high
#P017physicaltreatmentmandatorypH (Bays and Estuaries)otherMAC7.0 - 9.0 standard unitsThe waste discharge shall not contain material or substances in amounts that cause the pH to fall below 7.0 or rise above 9.0high
#P018physicaltreatmentmandatorypH Change (Ocean Waters)otherMAC<= 0.2 standard unitsChange at any time from that which occurs naturally in ocean watershigh
#P019physicaltreatmentmandatorypH (Groundwater Specific)drinking waterMAC6.5 - 9.0 standard unitsSpecific discharge specification for groundwater pH rangehigh
#P020designtreatmentmandatoryCompost Buffer Zoneotherrequirement>= 100 footMinimum buffer zone between compost piles and all surface waterbodieshigh
#P021chemicalhealthmandatoryAmmonia Benchmarkaquatic lifeMAC0.025 mg/LUn-ionized ammonia (NH3) as NitrogenBased on Basin Plan water quality objectiveshigh
#P022chemicalhealthmandatoryNitrate (as NO3) Surface Water Benchmarkdrinking waterMAC45 mg/LInland surface waters MUNhigh
#P023chemicalhealthmandatoryNitrate Groundwater Benchmarkdrinking waterMAC36 mg/LThreshold defining high potential for exceeding the MCL; triggers annual monitoring and WQRPApplied to drinking water supply wells with nitrate concentration >= 36 mg/Lhigh
#P024chemicalhealthmandatoryNitrate Groundwater MCLdrinking waterMAC45 mg/LMaximum Contaminant Level; triggers 24-hour board notification and 10-day user notificationApplied to drinking water supply wellshigh
#P025chemicalhealthmandatoryNitrate + Nitrite (as Nitrogen) Benchmarkdrinking waterMAC10 mg/LInland surface waters MUNhigh
#P026chemicalhealthmandatoryNitrite (as Nitrogen) Benchmarkdrinking waterMAC1.0 mg/LInland surface waters MUNhigh
#P027chemicalhealthmandatoryTotal Nitrogen (Rainbow Creek)aquatic lifeMAC1.0 mg/LNumeric target for operations within the Rainbow Creek WatershedBased on Resolution No. R9-2005-0036high
#P028chemicalhealthmandatoryTotal Phosphorus (Rainbow Creek)aquatic lifeMAC0.1 mg/LNumeric target for operations within the Rainbow Creek WatershedBased on Resolution No. R9-2005-0036high
#P029physicalhealthmandatoryChronic Toxicity Benchmarkaquatic lifeMAC1.0 TUcToxic Unit - Chronic is the reciprocal of the effluent concentration that causes no observable effectshigh
#P030chemicaltreatmentmandatoryBOD loading to LAAwastewaterrequirement<= 100 lb/ac/dAverage BOD loading to the LAA over the course of any discharge cycledetermined using a moving average of the three most recent BOD resultshigh
#P031designoperationalmandatorySDS daily discharge flowwastewaterrequirement<= 1 gal/sqft/dDaily discharge flow to the subsurface disposal areacalculated per square foot of discharge trenchhigh
#P032chemicaltreatmentmandatorySDS Effluent Total NitrogenwastewaterMAC<= 10 mg/LTreated SDS effluent measured prior to discharge to the subsurface disposal arearolling average of the three most recent sampleshigh
#P033chemicaltreatmentmandatorySDS Effluent BODwastewaterMAC<= 300 mg/LTreated SDS effluent measured prior to discharge to the subsurface disposal arearolling average of the three most recent sampleshigh
#P034chemicaltreatmentmandatorySDS Effluent TSSwastewaterMAC<= 330 mg/LTreated SDS effluent measured prior to discharge to the subsurface disposal arearolling average of the three most recent sampleshigh
#P035chemicaloperationalguidelineFDS ThresholdwastewaterOG320 mg/LThreshold for winery effluent FDS relative to source waterSource water FDS concentration plus 320 mg/L; exceedance requires potential Salt Control Planhigh
#P036designoperationalmandatoryPond Separation from Groundwaterotherrequirement>= 5 feetVertical separation between pond base and seasonal high water tablesmaller separation (minimum 2 feet) may be approved if 5 feet is infeasiblehigh
#P037designoperationalmandatoryPond Freeboardotherrequirement>= 2 feetOperating freeboard in a pond measured vertically from the lowest point of overflowhigh
#P038chemicaloperationalmandatoryPond Dissolved Oxygenotherrequirement>= 1.0 mg/LDO concentration in the upper one foot of water in the pondshigh
#P039designhealthmandatorySetback to Water Supply Welldrinking waterrequirement>= 50 feetMinimum horizontal distance for waste discharge from any water supply wellhigh
#P040designhealthmandatorySetback to Surface Watersaquatic liferequirement>= 50 feetMinimum horizontal distance for waste discharge from surface waters or drainage courseshigh
#P041designoperationalmandatorySetback to Property Lineotherrequirement>= 25 feetMinimum horizontal distance for waste discharge from facility property lineexcept for land application areas where a 5 foot setback applieshigh
#P042designreportingmandatoryLAA Groundwater Monitoring Exemption Depthdrinking waterrequirement>= 25 feetFirst encountered groundwater underlying the LAA for monitoring exemptionhigh
#P043designreportingmandatoryLAA Exemption Distance to welldrinking waterrequirement>= 0.5 mileDistance to nearest drinking water well from LAA for monitoring exemptionhigh
#P044chemicalhealthmandatoryNitrate Groundwater Limitationdrinking waterMAC10 mg/LNitrate as Nitrogen in first encountered groundwater or vadose zoneassociated with SDS monitoring provisionshigh
#P045designoperationalmandatoryTier 1 Process Water Limitwastewaterrequirement<= 30000 gal/yrMaximum annual facility process water design flow for Tier 1lower limit is 10,000 gal/yrhigh
#P046designoperationalmandatoryTier 1 Flow Limitwastewaterrequirement10000 - 30000 gal/yrFacility process water design flow classificationhigh
#P047designoperationalmandatoryTier 4 Flow Limitwastewaterrequirement1000001 - 15000000 gal/yrMaximum facility process water design flow for Tier 4high
#P048designtreatmentmandatoryPond Liner Hydraulic Conductivityotherrequirement<= 1x10-6 cm/sHydraulic conductivity standard for new or expanding ponds at Tiers 2, 3, and 4high
#P049designtreatmentmandatoryPond Liner Thickness (Synthetic Geomembrane)otherrequirement40 milMinimum thickness for synthetic geomembrane pond linerhigh
#P050designtreatmentmandatoryPond Liner Thickness (HDPE)otherrequirement60 milMinimum thickness for high-density polyethylene pond linerhigh
#P051operationaltreatmentmandatoryProcess Water Infiltration Timewastewaterrequirement48 hourMaximum time allowed for process water applied to LAA to infiltratehigh
#P052operationaltreatmentmandatoryProcess Solids Incorporation Timewastewaterrequirement72 hourMaximum time allowed to incorporate process solids into soil at LAAhigh
#P053operationaloperationalmandatoryPrecipitation Forecast Probabilitywastewaterrequirement> 50 %Probability of forecasted precipitation that prohibits application of wastehigh
#P054operationaloperationalmandatoryPrecipitation Forecast Windowwastewaterrequirement24 hourForecast window prior to application where precipitation probability applieshigh
#P055designreportingmandatoryLAA Exemption Distance to Surface Wateraquatic liferequirement>= 0.5 mileMinimum distance to nearest surface water body for LAA groundwater monitoring exemptionhigh
#P056designoperationalmandatoryLAA Property Line Setbackotherrequirement>= 5 footMinimum horizontal distance for LAA waste discharge from property lineprovided irrigation system managed to prevent offsite dischargeshigh
#P057operationalunknownmandatoryTCR Discovery Stop-Work Radiusotherrequirement50 footRadius within which ground disturbing activities must cease upon TCR discoveryhigh
#P058operationalunknownmandatoryCoroner Notification Timeframeotherrequirement2 dayTimeframe for county coroner to examine human remains after notificationhigh
#P059operationalreportingmandatoryNitrogen Balance Compliance Timelinewastewaterrequirement1 yearTime allowed to submit Nitrogen Control Plan after triggerhigh
#P060operationaloperationalmandatoryPond Capacity Recheck Frequencyotherrequirement5 yearFrequency for testing Tiers 3 and 4 ponds for leakshigh
#P061operationaloperationalmandatoryPond Maintenance Capacity DeadlineotherrequirementSeptember 1 dateDeadline each year to ensure ponds have available capacityhigh
#P062operationalreportingmandatoryRecord Retention Periodotherrequirement3 yearMinimum time to maintain records of monitoring datahigh
#P063operationaltreatmentmandatorySettling Tank Sludge Thickness Triggerwastewaterrequirement1/3 unitlessRatio of sludge/scum thickness to liquid depth requiring removalhigh
#P064operationaltreatmentmandatorySettling Tank Scum Clearancewastewaterrequirement3 inchDistance from scum layer to outlet device requiring removalhigh
#P065designoperationalmandatoryExempt facility process water flowwastewaterrequirement< 10000 gal/yrFacility process water discharge flow threshold for exemption from General Order enrollmentprovided compliance with specific management practices and prohibitionshigh
#P066designoperationalmandatoryTier 2 facility process water flowwastewaterrequirement30001 - 300000 gal/yrAnnual facility process water design flow classification for Tier 2high
#P067designoperationalmandatoryTier 3 facility process water flowwastewaterrequirement300001 - 1000000 gal/yrAnnual facility process water design flow classification for Tier 3high
#P068operationaltreatmentmandatorySettling Tank Sludge Clearancewastewaterrequirement8 inchVertical distance between top of accumulated sludge layer and bottom of tank outlet requiring servicehigh
#P069designoperationalmandatorySDS Separation from Groundwaterwastewaterrequirement>= 5 footVertical separation between SDS distribution and disposal systems and the seasonal high water tableminimum of 2 feet allowed with regional water board approval if 5 feet is infeasiblehigh
#P070operationalreportingmandatoryFacility Upgrade Compliance Periodwastewaterrequirement90 dayTimeframe after NOA issuance to complete upgrades ensuring facility capability for MRP samplingapplies to existing facilitieshigh
#P071operationaloperationalmandatorySpill Prevention and Emergency Response Plan deadlinewastewaterrequirement180 dayDeadline for Tiers 3 and 4 facilities to prepare a plan describing features and response for process water spillsPlan must be maintained onsite and made available upon requesthigh
#P072operationalreportingmandatoryMonitoring Well Installation Work Plan deadlinedrinking waterrequirement180 dayDeadline for Tier 4 facilities to submit a Work Plan and SAP after NOA or notificationhigh
#P073operationalreportingmandatoryMonitoring Well Installation Completion deadlinedrinking waterrequirement180 dayTimeframe to complete well installation and commence monitoring after work plan approvalhigh
#P074operationalreportingmandatoryMonitoring Well Installation Report deadlinedrinking waterrequirement90 dayTimeframe to submit final installation report after completion of well installationhigh
#P075designreportingmandatoryTier 4 pond system total volume for exemptionwastewaterrequirement< 1000000 gallonsSum of design capacities of all onsite ponds to qualify for Tier 4 groundwater monitoring exemptionhigh
#P076operationalreportingmandatoryUnauthorized Discharge Written Notification deadlinewastewaterrequirement15 dayTimeframe to submit written notification of a noncompliance incident following verbal reporthigh
#P077operationalreportingmandatoryEmergency Noncompliance Verbal Notification deadlinewastewaterrequirement24 hourTimeframe to notify the regional water board of a violation or unauthorized discharge from knowledgehigh
#P078designtreatmentmandatoryGraywater Vertical Separationwastewaterrequirement>= 3 feetVertical separation between the disposal area and the highest known historical or anticipated groundwater levelhigh
#P079operationalreportingmandatoryAC Condensate and Non-contact Cooling Water Discharge Thresholdotherrequirement<= 1200 GPDAverage daily volume for any continuous 365-day periodDischarges exceeding this threshold must file a complete NOIhigh
#P080operationalreportingmandatorySwimming Pool Discharge Volume Thresholdrecreational waterrequirement<= 50000 gallonsTotal volume during any continuous 365-day periodDischarges exceeding this threshold must file a complete NOIhigh
#P081operationalreportingmandatoryShort-Term Construction Dewatering Discharge Thresholdotherrequirement> 5000 GPDAverage volume for any continuous 180-day periodDewatering operations exceeding this threshold must file a complete NOIhigh
#P082operationalreportingmandatoryVehicle and Building Washing Discharge Thresholdotherrequirement<= 1200 GPDAverage volume for any continuous 30-day periodDischarges exceeding this threshold must file a complete NOIhigh
#P083operationalreportingmandatoryUtility Vault and Underground Structure Discharge Thresholdotherrequirement<= 2500 GPDAverage volume over a continuous 7-day period to a single locationDischarges exceeding this threshold must file a complete NOIhigh
#P084designoperationalmandatorySmall Winery Flow Limitwastewaterrequirement< 10000 gallons per yearMaximum process water flows to define a small wineryWineries with ancillary facilities (restaurants, hotels) are not eligiblehigh
#P085designoperationalmandatoryWinery Pond Freeboardwastewaterrequirement>= 2 feetMinimum freeboard to be maintained at all times in onsite evaporation pondshigh
#P086designtreatmentmandatoryWinery Pond Soil Liner Permeabilitywastewaterrequirement< 10^-6 centimeters per secondPermeability of soil liner for onsite evaporation pondsRequires two feet of soilhigh
#P087designhealthmandatoryAnimal Waste Storage Buffer Zonewastewaterrequirement>= 100 feetBuffer zone between temporary storage area for animal wastes and any surface water bodyhigh
#P088chemicalhealthmandatoryTier 1 Soil Screening Level for ArsenicotherMAC3.5 mg/kgScreening level for reuse of Tier 1 inert waste soilshigh
#P089designhealthmandatoryEmergency Landfill Groundwater Separationotherrequirement>= 10 feetVertical separation between the bottom of an emergency landfill and the highest historically known or anticipated level of groundwaterhigh

D Definitions (72)

Req ID Category Name Context Confidence
#D001DischargerAs the term applies in this Order, a 'Discharger' is any person or persons that discharge, have the potential to discharge, or propose to discharge waste that could directly or indirectly affect the quality and/or beneficial uses of the waters of the state.high
#D002small wineryFor the purpose of enrollment in the Winery Pond Waiver, a 'small winery' is defined as a winery with a vineyard, wine production facilities, wine tasting rooms, and process water flows of less than 10,000 gallons per year.high
#D003animal operationsFor the purposes of this waiver, animal operations refers to any place where cattle, calves, sheep, swine, horses, mules, goats, or fowl are corralled, penned, tethered, or otherwise enclosed or held and where feeding is by grazing or other means for a total of 45 days or more in any 12-month period.high
#D004Medium CAFOsFor the purpose of the Animal Operations Waiver, Medium CAFOs are defined in Title 40 CFR, Part 122.23(b)(6), which includes the following types and numbers of animals stabled or confined: a. 200 to 699 mature dairy cows, milking or dry; b. 300 to 999 veal calves; c. 300 to 999 cattle other than mature dairy cows or veal calves. Cattle includes, but is not limited to, heifers, steers, bulls, and cow/calf pairs; d. 750 to 2,499 swine, each weighing 55 pounds or more; e. 3,000 to 9,999 swine, each weighing less than 55 pounds; f. 150 to 499 horses; g. 3,000 to 9,999 sheep or lambs; h. 16,500 to 54,999 turkeys; i. 9,000 to 29,999 laying hens or broilers, if the Animal Feeding Operation (AFO) uses a liquid manure handling system; j. 37,500 to 124,999 chickens (other than laying hens), if the AFO uses other than a liquid manure handling system; k. 25,000 to 81,999 laying hens, if the AFO uses other than a liquid manure handling system; l. 10,000 to 29,999 ducks, if the AFO uses other than a liquid manure handling system; and m. 1,500 to 4,999 ducks, if the AFO uses a liquid manure handling systemhigh
#D005Small CAFOsFor the purpose of the Animal Operations Waiver, Small CAFOs are defined in Title 40 CFR, Part 122.23(b)(9) and do not satisfy the definition of Medium CAFOs.high
#D006aquatic animal production facilityFor the purposes of the Aquatic Animal Facility Waiver, an aquatic animal production facility means a hatchery, fish farm, aquaculture or other facility that contains, grows, or holds aquatic animals in either of two categories: cold water species or warm water species.high
#D007amendmentsFor the purposes of this waiver, the term 'amendments' refers to materials (e.g., compost) added to the soil to improve its nutrient, water, and air holding abilities. Soil amendments may be incorporated into the soil, or placed on top of the ground surface.high
#D008mulchesFor the purposes of this waiver, the term 'mulches' refers to chipped and ground materials consisting of, but may not be limited to leaves, bark, straw, and pine needles. Mulches are typically applied to the ground surface for weed and erosion suppression, and water conservation efforts.high
#D009Inert wasteAccording to Calif. Code Regs. title 27 section 20230(a) 'Inert waste' is defined as 'that subset of solid waste that does not contain hazardous waste or soluble pollutants at concentrations in excess of applicable water quality objectives and does not contain significant quantities of decomposable waste.'high
#D010Free liquids'Free liquids' defined by Calif. Code Regs. title 27 section 20164 as 'liquid which readily separates from the solid portions of waste under ambient temperature and pressure.'high
#D011burn ash sitesFor the purposes of the Solid Waste Waiver, 'burn ash' sites are those where solid waste has been burned at low temperature and the residual burn ash pits and burn ash layers are present in soil.high
#D012emergencyUnder CEQA, an 'emergency' is defined to be: 'a sudden, unexpected occurrence, involving a clear and imminent danger, demanding immediate action to prevent or mitigate loss of, or damage to, life, health, property, or essential public services. "Emergency" includes such occurrences as fire, flood, earthquake, or other soil or geologic movements, as well as such occurrences as riot, accident, or sabotage.'high
#D013Incidental discharge'Incidental discharge' is defined as 'the release of oil and/or oily water within the response area in or proximate to the area in which the oil recovery activities are taking place during and attendant to oil spill response activities. Incidental discharges include, but are not limited to, decanting of oily water; in order to conserve oil storage capacity, and the wash down of vessels, facilities, and equipment used in the response.'high
#D014Marine water'Marine water' defined in Government Code section 8670.3(i) as 'those waters subject to tidal influence'.high
#D015wasteThe term 'waste' is as defined in Water Code section 13050(d).high
#D016quality of the waterThe term 'quality of the water' is as defined in Water Code section 13050(g).high
#D017beneficial usesThe term 'beneficial uses' is as defined in Water Code section 13050(f).high
#D018waters of the stateThe term 'waters of the state' is as defined in Water Code section 13050(e).high
#D019nuisanceThe term 'nuisance' is as defined in Water Code section 13050(m).high
#D020graywaterAs defined in Water Code section 14876.high
#D021low threat discharges‘Low threat’ discharges include liquid wastes containing pollutant concentrations that are not expected to adversely impact the quality of waters of the state under ambient conditions.high
#D022grab sampleA grab sample is an individual sample of at least 100 milliliters collected at a randomly selected time over a period not exceeding 15 minutes.high
#D023composite sampleA composite sample is defined as a combination of at least eight sample aliquots of at least 100 milliliters, collected at periodic intervals during the operating hours of a Facility over a 24-hour period.high
#D024hazardous wastesWastes that are required to be managed as hazardous wastes pursuant to Calif. Code Regs. title 22, Division 4.5.high
#D025nonhazardous wastesNonhazardous wastes are defined in Calif. Code Regs. title 27, section 20220.high
#D026designated wastesDesignated wastes are defined in Water Code section 13173.high
#D027Non-federal waters of the stateNon-federal waters of the state include surface waters determined by the U.S. Army Corps of Engineers and/or the U.S. Environmental Protection Agency to be outside of federal jurisdiction (e.g. certain vernal pools, other isolated water bodies, and certain intermittent or ephemeral streambeds that lack a significant nexus to traditionally navigable waters).high
#D028slurryA slurry typically consists of water and some material to form a liquid mixture.high
#D029known contaminated siteFor the purposes of this waiver, a known contaminated site may contain soils characterized and determined by the discharger to be unimpacted by the release of waste. Soils that have not been impacted by the release of waste may be exported and are not subject to this waiver.high
#D030composite sampleA composite sample is defined as a combination of at least eight sample aliquots of at least 100 milliliters, collected at periodic intervals during the operating hours of a Facility over a 24-hour period. For volatile pollutants, aliquots must be combined in the laboratory immediately before analysis. The composite must be flow proportional; either the time interval between each aliquot or the volume of each aliquot must be proportional to either the stream flow at the time of sampling or the total stream flow since the collection of the previous aliquot. Aliquots may be collected manually or automatically.high
#D031graywaterGraywater consists of wash water originating from showers, bathtubs, clothes washing machines, and hand washing sinks not used for disposal of chemicals or chemical-biological ingredients. Graywater is generally subject to very little treatment or no treatment at all. (As defined in Water Code section 14876).high
#D032ROWDreport of waste dischargehigh
#D033WDRswaste discharge requirementshigh
#D034Basin PlanWater Quality Control Plan for the San Diego Basinhigh
#D035San Diego Water BoardCalifornia Regional Water Quality Control Board, San Diego Regionhigh
#D036State Water BoardState Water Resources Control Boardhigh
#D037NOINotice of Intenthigh
#D038MMsmanagement measureshigh
#D039BMPsbest management practiceshigh
#D040CEQACalifornia Environmental Quality Acthigh
#D041MS4sMunicipal Separate Storm Sewer Systemshigh
#D042DWRCalifornia Department of Water Resourceshigh
#D043CAFOsconcentrated animal feeding operationshigh
#D044AFOAnimal Feeding Operationhigh
#D045CAAPConfined Aquatic Animal Productionhigh
#D046RLreporting levelhigh
#D047MDLmethod detection limithigh
#D048DNQDetected, but Not Quantifiedhigh
#D049NDNot Detectedhigh
#D050SPLPSynthetic Precipitation Leaching Procedurehigh
#D051UCLupper confidence levelhigh
#D052cycubic yardshigh
#D053CDFCalifornia Department of Forestryhigh
#D054CDPHCalifornia Department of Public Healthhigh
#D055DWSAPDrinking Water Source Assessment Protectionhigh
#D056PlansThe Basin Plan and relevant statewide water quality control plans (collectively Plans) establish water quality standards for the San Diego Region.high
#D057Antidegradation PolicyResolution No. 68-16 'Statement of Policy with Respect to Maintaining High Quality Waters in California' (Antidegradation Policy).high
#D058ApproachUnified Assessment and Strategic Monitoring Approach for San Diego Bay (Approach), dated December 2021, to facilitate the transition from discharge-oriented monitoring and assessment to water body-oriented monitoring and assessment in the Region.high
#D059USFSUS Forest Service (USFS)high
#D060NRCSNatural Resource Conservation Service (NRCS)high
#D061UCCEUniversity of California Cooperative Extension (UCCE)high
#D062NOTNotice of Terminationhigh
#D063USACEU.S. Army Corps of Engineers (USACE)high
#D064Tier 1 inert waste soilsSoils characterized as inert and suitable for full unrestricted reuse within the San Diego Region.high
#D065Tier 2 inert waste soilsSoils characterized as inert and suitable only for commercial or industrial development purposes within the San Diego Region.high
#D066FireSafe' treatmentsTimber operations located within 150 feet of existing structures.high
#D067NPDESNational Pollutant Discharge Elimination Systemhigh
#D068GPDgallons per dayhigh
#D069NOVNotice of Violationhigh
#D070WQOswater quality objectiveshigh
#D071Regional Water BoardCalifornia Regional Water Quality Control Boardhigh
#D072non-contact cooling dischargesIncludes, but may not be limited to, non-contact cooling water discharges, air conditioner condensate discharges, and discharges from evaporators and heat exchangers.high