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Document ID us-dssrapapsa-2025-01-14 Title Draft Sewage Sludge Risk Assessment for Perfluorooctanoic Acid (PFOA) and Perfluorooctane Sulfonic Acid (PFOS) URL https://www.epa.gov/biosolids/draft-sewage-sludge-risk-assessment-perfluorooctanoic-acid-pfoa-and-perfluorooctane Jurisdiction /us Subdomain(s) none Language Status completed Analyzed at 2026-05-12 04:27:51.460120+00:00 Relevance inventory_targeted_fetch

Q Qualitative Requirements (6)

Req ID Category Intent Legal Status Name Subdomain(s) Context Conditions Confidence
#R001administrativereportingmandatoryOCPSF Standards IncorporationwastewaterThe OCPSF Effluent Guidelines and Standards are incorporated into NPDES permits for direct dischargers and permits or other control mechanisms for indirect dischargers.high
#R002operationaloperationalmandatoryBOD and TSS Limitation DeterminationwastewaterSpecifies the method of determining BOD and TSS limitations for plants that manufacture products in more than one subcategory.plants that manufacture products in more than one subcategoryhigh
#R003operationaloperationalmandatoryWaste Stream Designation CriteriawastewaterRevised criteria for designating "metal-bearing" and "cyanide-bearing" waste streams.designation of metal-bearing or cyanide-bearing waste streamshigh
#R004administrativeunknownguidanceCoverage Definition ReferencewastewaterFor precise definitions of coverage, refer to the applicability sections in 40 CFR Part 414.high
#R005operationaltreatmentguidanceAlternative Cyanide Limitations AllowancewastewaterAlternative cyanide limitations for unavoidable complexing of cyanide at the process source of cyanide-bearing waste streams.unavoidable complexing of cyanide at the process source of cyanide-bearing waste streamshigh
#R006administrativeoperationalguidanceBackground Metal Level Accommodation AllowancewastewaterAllows control authorities to accommodate low background levels of metals in non-metal-bearing waste streams that result from the corrosion of construction materials, intake water, or other incidental metal sources.low background levels of metals in non-metal-bearing waste streams resulting from corrosion, intake water, or incidental sourceshigh

P Quantitative Requirements (19)

Req ID Category Intent Legal Status Name Subdomain(s) Limit Type Limit Value Context Conditions Confidence
#R007chemicaloperationalmandatoryBeryllium Alloy Concentration Thresholdwastewaterrequirement>= 0.1 percent by weightDefinition of beryllium alloys within the Nonferrous Metals Forming and Metal Powders categoryAlloy in which beryllium is presenthigh
#R008chemicaloperationalmandatoryIron, Copper, or Aluminum Alloy Exclusion Thresholdwastewaterrequirement> 50 percent by weightExclusion threshold for alloys containing iron, copper, or aluminum from the nonferrous metal alloys categoryExcept for precious metal alloyshigh
#R009operationaloperationalmandatoryWebsite Feedback Field Character Limitotherrequirement<= 400 charactersCharacter limit for the explanation and suggestion fields in the website feedback sectionApplies to text input fields for rating reasons and website improvement suggestionshigh
#R010designoperationalmandatoryNFMF Subcategory Countwastewaterrequirement10 subcategoriesThe NFMF Category structure for the regulationhigh
#R011operationaloperationalmandatoryWebsite Feedback Character Limitotherrequirement<= 400 charactersUser feedback explanation for ratings and suggestions for website improvementApplicable to text entry fields on the feedback formhigh
#R012operationaloperationalrecommendedWebsite Feedback Survey Durationotherrequirement2 minutesTime estimation for completing the optional secondary feedback sectionhigh
#R013designoperationalmandatoryMineral Mining Regulatory Subcategorieswastewaterrequirement21 subcategoriesThe Mineral Mining and Processing effluent guidelines apply to wastewater discharges from facilities in 21 subcategoriesCovering extraction of a wide variety of mineralshigh
#R014physicaloperationalmandatoryWebsite Feedback Character Limitotherrequirement<= 400 charactersCharacter limit for text entry fields including reason for rating, why visiting, and improvement suggestionsApplies to multiple fields on the EPA website feedback formhigh
#R015operationaloperationalguidanceWebsite Feedback Survey Estimated Timeotherrequirement2 minutesWould you like to take two more minutes to answer more questions to help us improve our services?Applicable to the optional second page of the feedback surveyhigh
#R016designoperationalmandatoryInfiltration Groundwater Bufferotherrequirement1.0 mMinimum clearance from the base of the GI's infiltration layer to the seasonal high groundwater tableTo minimize risk of groundwater contamination and mitigate moundinghigh
#R017designoperationalmandatoryBuilding Foundation Setbackotherrequirement4 mMinimum setback from buildings for infiltration-based GI systemsUnless impermeable liners are installed or the foundation is waterproofedhigh
#R018designoperationalmandatorySoil Volume Per Treeotherrequirement30 m3Minimum growing medium volume per tree for continuous soil trenchesIntended to support large growing shade trees to maturityhigh
#R019physicaloperationalmandatoryNative Soil Infiltration Thresholdotherrequirement> 15 mm/hrThreshold for native soil to be suitable for infiltration-based GI without underdrainsShould also be > 1m from bedrock and water tablehigh
#R020designoperationalmandatoryUnderdrain Minimum Diameterotherrequirement200 mmMinimum requirement for perforated HDPE or PVC piping in GI systemsRequired where soil infiltration rates are insufficienthigh
#R021designoperationalmandatoryCity Pedestrian Clearwayotherrequirement2.1 mRequired clear width for pedestrians on sidewalks in the City of TorontoMust be integrated when placing GI systems in the boulevardhigh
#R022designtreatmentmandatoryCurb Opening Inlet Widthotherrequirement600 mmMinimum base width for curb openings to GI systemsTo allow for maintenancehigh
#R023operationaltreatmentmandatoryInfiltration Trench Drain-down Timeotherrequirement< 48 hoursTime for an infiltration trench to be completely drained after a 2-yr design stormTo ensure capacity for subsequent eventshigh
#R024designtreatmentrecommendedBioretention Max Ponding Depthotherrequirement300 mmMaximum ponding depth for bioretention cells where partial infiltration is usedApplies when filter media depth is >= 1mhigh
#R025operationaltreatmentmandatoryPermeable Pavement Surface Infiltration Rateotherrequirement280 mm/hrMinimum infiltration rate through the surface course for permeable asphalt or concreteOver the expected design life, including a safety factor of 10high

D Definitions (19)

Req ID Category Name Context Confidence
#D001direct dischargersA point source that discharges pollutants to waters of the United States, such as streams, lakes, or oceans.high
#D002indirect dischargersA facility that discharges pollutants to a publicly owned treatment works (municipal sewage treatment plant).high
#D003NPDESNational Pollutant Discharge Elimination Systemhigh
#D004SICStandard Industrial Classificationhigh
#D005BODbiochemical oxygen demandhigh
#D006TSStotal suspended solidshigh
#D007OCPSFOrganic Chemicals, Plastics and Synthetic Fibershigh
#D008PFASPer- and polyfluoroalkyl substanceshigh
#D009ANPRMadvance notice of proposed rulemakinghigh
#D010CCHchlorine and certain chlorinated hydrocarbonshigh
#D011CS 2carbon disulfidehigh
#D012PFAS formulatorsfacilities that produce a variety of PFAS products and materials from PFAS feedstockshigh
#D013direct dischargersA point source that discharges pollutants to waters of the United States, such as streams, lakes, or oceans.high
#D014indirect dischargersA facility that discharges pollutants to a publicly owned treatment works (municipal sewage treatment plant).high
#D015NAICSNorth American Industry Classification Systemhigh
#D016BPTBest Practicable Pollutant Control Technology Currently Availablehigh
#D017NSPSNew Source Performance Standardshigh
#D018PSESPretreatment Standards for Existing Sourceshigh
#D019PSNSPretreatment Standards for New Sourceshigh