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

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Runoff Reduction Control Measure Fact SheetAlternative Driveway DesignConstruction Considerations• Disconnected driveway: Properly slope the grade of the driveway and adjacent porous area toallow for even sheet flow over the porous material. Level of turf should be below top ofpavement.• Porous Pavement: See Porous Pavement Fact Sheet Construction Considerations, elsewhere inthis chapter.Long-term Maintenance RecommendationsRefer to the inspection and maintenance recommendations in the Porous Pavement fact sheet.Resources for More Information• California Nevada Cement Promotion Council (CNCPC), http://www.cnccp.org• National Ready Mixed Concrete Association (NRMCA), http://www.nrmca.org• Pacific Southwest Concrete Alliance, http://www.concreteresources.net/• 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• Western States Chapter of the American Concrete Pavement Association,http://www.wscacpa.com/• Association of Asphalt Paving Technologists, www.asphalttechnology.org• American Concrete Paving Association, www.pavement.comReferences• Adams, M.C. 2003. Porous Asphalt pavement with recharge beds: 20 years & still working.Stormwater. May/June 2003.• California Stormwater Best Management Handbook: New Development and Redevelopment.California Stormwater Quality Association, 2003.• City of Pasadena. California Code of Regulations. Hollywood Driveway.http://www.ci.pasadena.ca.us/zoning/P-8.html accessed March 6, 2006.• City of Portland Stormwater Management Manual. Revision 3, September 1, 2004.• National Menu of Best Management Practices for Storm Water Phase II. United StatesEnvironmental 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.• Start at the Source - Design Guidance Manual for Stormwater Quality Protection, Bay AreaStormwater Management Agencies Association, 1999.• SMRC, The Stormwater Manager’s Resource Center. Fact Sheets. Accessed June 14, 2006.http://www.stormwatercenter.net/Assorted%20Fact%20Sheets/Tool6_Stormwater_Practices/Infiltration%20Practice/Porous%20Pavement.htmStormwater Quality Design Manual for the Sacramento and South Placer RegionsAD-4 May 2007
Runoff Reduction Control Measure Fact SheetAlternative Driveway Design• Sustainable Infrastructure Alternative Paving Materials Subcommittee Report. City of Portland.October 3, 2003.• Truckee Meadows Regional Storm Water Quality Management Program: Draft Low ImpactDevelopment Handbook. August 2005.• 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 RegionsMay 2007AD-5
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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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Page 31 and 32: Chapter 3As the name implies (and a
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Page 35 and 36: Chapter 4Source Control Fact Sheets
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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 FilterDe
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Technical RequirementsSand FilterTa
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Technical RequirementsSand FilterLo
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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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