Stormwater Quality Design Manual (May 2007) - City of Sacramento ...

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Runoff Treatment Control Measure Fact SheetStormwater PlanterFigure SP-2. Flow-through Stormwater Planter Configuration(other media mix and overflow design options may be allowed; check with permitting agency for verification)Stormwater Quality Design Manual for the Sacramento and South Placer RegionsSP-6 May 2007
Runoff Treatment Control Measure Fact SheetStormwater PlanterTable SP-3. Design Data Summary Sheet for Stormwater PlanterDesigner:Company:Project:Location:Date:1. Determine Design Water Quality Volumea. Tributary drainage areab. Water Quality VolumeArea = ft 2WQV = ft 32. Design average surcharge depth (d s )d s = 6–12 inches (0.5–1 foot) d s = ft3. Design Planter Surface Area (A s )A s = WQV/d s A s = ft 24. Base Course Layersa. Topsoil (6 in. minimum)b. Sand/Peat Layer (18 in. minimum)c. Gravel Layer (9 in. minimum)in.in.in.5. Planter Type (check type used) Infiltration without underdrain Infiltration with underdrain Flow-through with impermeable liner6. Vegetation (describe)7. Overflow Device (check type used or describe “Other”) Drop inlet Standpipe OtherNotes:Stormwater Quality Design Manual for the Sacramento and South Placer RegionsMay 2007SP-7
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Stormwater Quality Design Manualfor
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Stormwater Quality Design Manual wa
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Table of contentsOutdoor Work Areas
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Table of contentsSF-1.SF-2.SF-3.SF-
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Other Development Community Reviewe
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1 IntroductionPurposeThis Stormwate
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IntroductionIn July 2003, the permi
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IntroductionFor redevelopment proje
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Introduction• The Appendices prov
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2 An Integrated Approach toEffectiv
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Integrated ApproachIt is also helpf
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Integrated ApproachPut landscaping
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Integrated Approachfactors will be
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Chapter 3Figure 3-1. Process for Ad
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Chapter 3runoff reduction first (ev
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Chapter 3As the name implies (and a
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Chapter 3Step 9: Establish Long Ter
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Chapter 4Source Control Fact Sheets
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Source Control Measure Fact SheetSt
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Source Control Measure Fact SheetFu
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Source Control Measure Fact SheetLo
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Source Control Measure Fact SheetOu
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Source Control Measure Fact SheetOu
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Source Control Measure Fact SheetWa
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Source Control Measure Fact SheetWa
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5 Runoff Reduction Control Measures
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Runoff Reduction Control MeasuresDe
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Runoff Reduction Control Measures
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Runoff Reduction Control Measure Fa
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Runoff Reduction Fact SheetDisconne
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Chapter 6• What are pollutants of
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Chapter 6For projects using any of
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Runoff Treatment Control Measure Fa
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Design Data Summary SheetConstructe
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Page 123 and 124: Runoff Treatment Control Measure Fa
Page 141 and 142: Technical RequirementsInfiltration
Page 157 and 158: Technical RequirementsSand FilterSa
Page 159 and 160: Technical RequirementsSand FilterDe
Page 161 and 162: Technical RequirementsSand FilterDe
Page 163 and 164: Technical RequirementsSand FilterSt
Page 165 and 166: Technical RequirementsSand FilterTa
Page 167 and 168: Technical RequirementsSand FilterLo
Page 173: Runoff Treatment Control Measure Fa
Page 177 and 178: Technical RequirementsVegetated Swa
Page 191 and 192: Glossaryexposure of construction ma
Page 193 and 194: GlossaryLow Impact Development (LID
Page 195 and 196: GlossaryRegional Stormwater Quality
Page 197 and 198: Appendix ASubmittal RequirementsThe
Page 199 and 200: Sacramento County Supplemental Appl
Page 201: Example Post Construction Stormwate
Page 204 and 205: Typically maintenance agreements an
Page 206 and 207: Example Maintenance Covenant(Sacram
Page 208 and 209: Device in accordance with the maint
Page 210 and 211: [attach]DECLARANT’S ACKNOWLEGEMEN
Page 212 and 213: Recorded at the request of:CITY OF
Page 214 and 215: 9. The obligations herein undertake
Page 216 and 217: EXHIBIT B[Map/Illustration]
Page 218 and 219: City of FolsomThe City of Folsom ow
Page 220 and 221: Appendix D-1: Residential Sites: Ru
Page 222: Form D-1d: Alternative Driveway Des
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Form D-2a: Disconnected Pavement Wo
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Appendix D-3Runoff Reduction Credit
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These tables refer to runoff reduct
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Mature TreeShape Canopy (dia.) Heig
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Appendix D4LID Credits Background R
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unoff from the driveway by 60% whil
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The designer must determine how man
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Or the ASCE-WEF method (Sacramento)
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Table 3 - Multipliers Based on Rati
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Using the Effective Area Managed in
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SMRC, The Stormwater Manager’s Re
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Flow-based control measure design s
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4. Apply the Rational Formula to ca
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5. Enter the capture curve selected
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1.201.000.80STORAGE (in)0.600.4024-
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1.201.000.80STORAGE (in)0.600.4048
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Subject: VEGETATED SWALE EXAMPLEPLA
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PART II:Routing Excess Runoff throu
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4. Design the OutletThe outlet shou
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Exhibit 1Water Quality Orifice Outl
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3. Calculate Planter Surface Area A
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• Bottom slopes of 0.01 to 0.05%
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Appendix HDrainage Design and Storm
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