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

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Chapter 5ReferencesThe following general references were used to develop this chapter and Appendix D.Additional references and/or resource lists may be included at the end of each factsheet in this chapter.• Adams, M.C. 2003. Porous Asphalt pavement with recharge beds: 20 years & stillworking. Stormwater. May/June 2003.• California Stormwater Best Management Handbook: New Development andRedevelopment. California Stormwater Quality Association, 2003.• Cappiella, K. 2004. Urban Watershed Forestry Manual (draft). Prepared forUSDA Northeastern Area State and Private Forestry. Center for WatershedProtection, Ellicott City, MD.• City of Davis Community Forest Management Plan , September 11, 2002.http://www.cityofdavis.org/pcs/trees/cfmp.cfm• 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.• High Point Community Site Drainage Technical Standards. Seattle, WA,June 2004.• National Menu of Best Management Practices for Storm Water Phase II. UnitedState Environmental Protection Agency. 2002.http://cfpub.epa.gov/npdes/stormwater/menuofbmps/index.cfm• New York State Stormwater Management Design Manual. Center for WatershedProtection, New York State Department of Environmental Conservation, Albany,NY, October 2001.• Nonpoint Education for Municipal Officials. University of Connecticut. accessedMay 26, 2006. http://nemo.uconn.edu• Paris N. and M. Chusid. 2006. Coloring Pervious Pavement…because protectingthe environment should be beautiful. www.ConcreteDecor.net Dec/Jan 2006.• Post-Construction Urban Runoff Management. City Council Policy. City of SanJose, California. February 3, 1998.• Shueler T., Swann C., Wright T, and S. Sprinkle. 2004. Urban SubwatershedRestoration Manual No 8: Pollution Source Control Practices. Version 1.0. Centerfor Watershed Protection. Ellicot City, MD. July 2004.• 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.Stormwater Quality Design Manual for the Sacramento and South Placer Regions5-4 May 2007
Runoff Reduction Control Measures• SMRC, The Stormwater Manager’s Resource Center. Manual Builder.http://www.stormwatercenter.net/Manual_Builder/Credits/SITE/reforestation.htm• SMRC, The Stormwater Manager’s Resource Center. Manual Builder.http://www.stormwatercenter.net/Manual_Builder/Credits/SITE/rooftop.htm• Start at the Source - Design Guidance Manual for Stormwater Quality Protection,Bay Area Stormwater Management Agencies Association, 1999.• Stormwater C.3 Guiedbook: Stormwater Quality Requirements for DevelopmentApplications. Contra Costa Clean Water Program. Contra Costa, CA, March 2005.• Sustainable Infrastructure Alternative Paving Materials Subcommittee Report.City of Portland. October 3, 2003.• Truckee Meadows Regional Storm Water Quality Management Program: DraftLow Impact Development Handbook. August 2005.• Urban Storm Drainage Criteria Manual Volume 3 – Best Management Practices.Urban Drainage and Flood Control District. Denver, CO. September, 1999 (Rev.June, 2002).• Virginia Stormwater Management Program Handbook. Virginia Department ofConservation and Recreation. 1999.• Xiao Q., and E.G. McPherson. 2003. Rainfall interception by Santa Monica'smunicipal urban forest. Urban Ecosystems• Xiao, Q., E.G. McPherson, S.L. Ustin and M.E. Grismer. 2000. A new approach tomodeling tree rainfall interception. Journal of Geophysical Research 105(D23):29,173-29,188.• Xiao, Q. 1998. Rainfall interception by urban forests. Davis, CA: University ofCalifornia. Ph.D. Dissertation.• Xiao, Q., E.G. McPherson, S.L. Ustin, M.E. Grismer, and J.R. Simpson. 2000.Winter rainfall interception by two mature open grown trees in Davis, CA.Hydrological Processes. 14(4) :763-784.Sacramento and South Placer Regions Stormwater Quality Design ManualMay 2007 5-5
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Stormwater Quality Design Manualfor
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Page 5 and 6: Table of contentsOutdoor Work Areas
Page 7 and 8: Table of contentsSF-1.SF-2.SF-3.SF-
Page 9 and 10: Other Development Community Reviewe
Page 11 and 12: 1 IntroductionPurposeThis Stormwate
Page 13 and 14: IntroductionIn July 2003, the permi
Page 15 and 16: IntroductionFor redevelopment proje
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Page 19 and 20: 2 An Integrated Approach toEffectiv
Page 21 and 22: Integrated ApproachIt is also helpf
Page 23 and 24: Integrated ApproachPut landscaping
Page 25 and 26: Integrated Approachfactors will be
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Page 35 and 36: Chapter 4Source Control Fact Sheets
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Runoff Reduction Control Measure Fa
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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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Technical RequirementsInfiltration
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Technical RequirementsSand FilterSa
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Technical RequirementsSand FilterDe
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Technical RequirementsSand FilterDe
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Technical RequirementsSand FilterSt
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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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