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

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Runoff Treatment Control Measure Fact SheetVegetated Filter Strip(25’ MINIMUM)(25’ MINIMUM)Figure VFS-1. Vegetated Filter StripStormwater Quality Design Manual for the Sacramento and South Placer RegionsMay 2007VFS-5
Runoff Treatment Control Measure Fact SheetVegetated Filter StripTable VFS-3. Design Data Sheet for Vegetated Filter StripDesigner:Company:Project:Location:Date:1. Design Flow: WQF = I x C x Aa. I = Design Intensity = 0.18 in/hrb. C = Runoff Coefficientc. A = Tributary area2. Design WidthWQF =I =C =A =cfsin/hracresW VFS = (WQF)/0.005 cfs/ft W VFS = ft3. Design Length (25 ft minimum) L VFS = ft4. Design Slope (1% minimum; 4% maximum) S VFS = %5. Flow Distribution (Check type used or describe “Other”) Slotted Curbing Level Spreader Modular Block Porous Pavement Other6. Vegetation (describe )7. Outflow Collection (Check type used or describe “Other”) Grass Swale Street Gutter Storm Sewer Underdrain Used OtherNotes:Stormwater Quality Design Manual for the Sacramento and South Placer RegionsVFS-6 May 2007
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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 137 and 138: 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 177 and 178: Technical RequirementsVegetated Swa
Page 187: Runoff Treatment Control Measure Fa
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
Page 225 and 226: Form D-2a: Disconnected Pavement Wo
Page 228 and 229: Appendix D-3Runoff Reduction Credit
Page 230 and 231: These tables refer to runoff reduct
Page 232 and 233: Mature TreeShape Canopy (dia.) Heig
Page 234 and 235: Appendix D4LID Credits Background R
Page 236 and 237: 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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