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

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Runoff Reduction Fact SheetDisconnected Roof DrainsTable DRD-1.Conveyance Zone for Splash Blocks and Pop-up Drainage Emitters:Commercial and Multi-Family Residential AreasMaximum Roof Size (sf)Minimum Travel DistanceAcross Vegetation3,500 21 feet5,000 24 feet7,500 28 feet10,000 32 feetPop-up Drainage Emitter(Check with local permitting agency for any local specifications beforeusing this information).Pop-up drainage emitters are appropriate when it is not possible toconvey water directly from the downspout due to grading, paving orother site constraints. Pop-up Drainage Emitters are also useful inconveying storm water from backyard downspouts to front yardconveyance zones. Roof runoff is piped then released through a cappeddevice that opens with water pressure. Yard drains may be used ascomponent of the pop-up emitter system. For example, roof-top runoffdirected to a back yard may be collected in a yard drain, then directedto a front yard pop-up emitter system.For single-family residential development, pop-up emitters must daylight no closer than five feet from thebuilding with positive drainage away from building foundations and slabs for another five feet, wherepossible. The five feet limit is to allow for maximum travel distance across the yard.Dispersal Trench(Check with local permitting agency for any local specifications before using this information).A Dispersal Trench is appropriate for situations where the slope from the building does not meet the sloperequirements or there is limited conveyance zone area available. The downspout may be piped directly toa Dispersal Trench through a perforated or slotted pipe that allows water to seep into the drain rock andsurrounding soil. A maximum of 1750 square feet of roof area can be allowed to drain into one 8-footlong dispersal trench. These underground structures may be topped with geotextile fabric and 6 inches ofsoil for planting. See Figure DRD-1 for an example of the dispersal trench system design.A debris collection point, or pretreatment sump, is required to prevent sedimentation and clogging of thedispersal trench. Once the pretreatment sump has filled with debris, it should cause a noticeable amountof overland flow bypassing the dispersal trench, which indicates that it is time to maintain the device.The roof gutters should be fitted with mesh screens to prevent leaf litter and other debris from entering thesystem where there is tree cover. The expected growth of newly planted trees should be considered.An overflow outlet should be provided on the downspout at the surface elevation to allow flow to bypassthe system when either the infiltration trench or pretreatment sump are clogged or when hydrologiccapacity is exceeded.To reduce the potential for costly maintenance and/or system reconstruction, it is strongly recommendedthat dispersal trenches be located in lawn areas (or other vegetated areas) and as close to the surface aspossible.Stormwater Quality Design Manual for the Sacramento and South Placer RegionsMay 2007DRD-3
Runoff Reduction Fact SheetDisconnected Roof DrainsOther names: Perforated Pipe System, French drainFigure DRD-1.Dispersal Trench – Typical Sections**Installation specifications may vary by siteand by local municipalityStormwater Quality Design Manual for the Sacramento and South Placer RegionsDRD-4 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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Runoff Treatment Control Measure Fa
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Technical RequirementsInfiltration
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Technical RequirementsSand FilterSa
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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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