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

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Runoff Reduction Control Measure Fact SheetPorous PavementTable PP-3. Selected Local Pervious Concrete InstallationsType Location ContactResidential Driveway 4600 McDonald Drive, Sacramento, CA Private residence (do not disturb residents)Parking LotGarden(Pathways, etc)SchoolMunicipal Bus/Corporation YardBannister Park, Miller Park and PhoenixCommunity Park, Fair OaksMace Ranch Park, DavisFair Oaks Park Water Wise Garden, FairOaksUC Berkeley Botanical Gardens, BerkeleyLinden High School Pervious Parking Lot,3247 Linden Street, Linden, CACity of Elk Grove Corporation Yard, ElkGroveFair Oaks Recreation and Park DistrictCity of Davis Parks DepartmentFair Oaks Recreation and Park DistrictUC BerkeleyCity of Elk Grove Public Works DepartmentResources for More Information• California Nevada Cement Association, www.cncement.org• Concrete Promotion Council of Northern California, www.cpcnc.org• National Ready Mixed Concrete Association (NRMCA), http://www.nrmca.org• Pacific Southwest Concrete Alliance, http://www.concreteresources.net/• Northern California Asphalt Pavement Association, www.apaca.org• National Precast Concrete Association, www.precast.org• Portland Cement Association, www.portcement.org• National Asphalt Pavement Association, www.hotmix.org• Asphalt Emulsion Manufacturers Association, www.aema.org• American Concrete Pavement Association - Southwest Chapter, www.acpa-southwest.org• Association of Asphalt Paving Technologists, www.asphalttechnology.org• American Concrete Paving Association, www.pavement.comReferences Used to Develop This Fact Sheet• Adams, M.C. 2003. Porous Asphalt pavement with recharge beds: 20 years & still working.Stormwater. May/June 2003.• City of Portland Stormwater Management Manual. Revision 3, September 1, 2004.• Start at the Source - Design Guidance Manual for Stormwater Quality Protection, Bay AreaStormwater Management Agencies Association, 1999.• National Menu of Best Management Practices for Storm Water Phase II. United StateEnvironmental Protection Agency. 2002.http://cfpub.epa.gov/npdes/stormwater/menuofbmps/index.cfm• Nonpoint Education for Municipal Officials. University of Connecticut. accessed May 26, 2006.http://nemo.uconn.edu• Paris N. and M. Chusid. 2006. Coloring Pervious Pavement…because protecting the environmentshould be beautiful. www.ConcreteDecor.net Dec/Jan 2006.Stormwater Quality Design Manual for the Sacramento and South Placer RegionsMay 2007PP-13
Runoff Reduction Control Measure Fact SheetPorous Pavement• SMRC, The Stormwater Manager’s Resource Center. Fact Sheets.http://www.stormwatercenter.net/Assorted%20Fact%20Sheets/Tool6_Stormwater_Practices/Infiltration%20Practice/Porous%20Pavement.htm accessed June 14, 2006.• Sustainable Infrastructure Alternative Paving Materials Subcommittee Report. City of Portland.October 3, 2003.• Urban Storm Drainage Criteria Manual Volume 3 – Best Management Practices. Urban Drainageand Flood Control District. Denver, CO. September, 1999 (Rev. June, 2002).• Virginia Stormwater Management Program Handbook. Virginia Department of Conservation andRecreation. 1999.Stormwater Quality Design Manual for the Sacramento and South Placer RegionsPP-14 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
Page 17 and 18: Introduction• The Appendices prov
Page 19 and 20: 2 An Integrated Approach toEffectiv
Page 21 and 22: Integrated ApproachIt is also helpf
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Page 25 and 26: Integrated Approachfactors will be
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Page 31 and 32: Chapter 3As the name implies (and a
Page 33 and 34: Chapter 3Step 9: Establish Long Ter
Page 35 and 36: Chapter 4Source Control Fact Sheets
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Page 51 and 52: 5 Runoff Reduction Control Measures
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Design Data Summary SheetConstructe
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Runoff Treatment Control Measure Fa
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Technical RequirementsInfiltration
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Technical RequirementsSand FilterSa
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Technical RequirementsSand FilterTa
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Technical RequirementsVegetated Swa
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Glossaryexposure of construction ma
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GlossaryLow Impact Development (LID
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GlossaryRegional Stormwater Quality
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Appendix ASubmittal RequirementsThe
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Sacramento County Supplemental Appl
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Example Post Construction Stormwate
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Typically maintenance agreements an
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Example Maintenance Covenant(Sacram
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Device in accordance with the maint
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[attach]DECLARANT’S ACKNOWLEGEMEN
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Recorded at the request of:CITY OF
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9. The obligations herein undertake
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EXHIBIT B[Map/Illustration]
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City of FolsomThe City of Folsom ow
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Appendix D-1: Residential Sites: Ru
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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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