12.07.2015 Views

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

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

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

SHOW MORE
SHOW LESS
  • No tags were found...

Create successful ePaper yourself

Turn your PDF publications into a flip-book with our unique Google optimized e-Paper software.

Chapter 3As the name implies (and as described in Chapter 2), run<strong>of</strong>f reduction measures areintended to reduce the amount <strong>of</strong> run<strong>of</strong>f traveling <strong>of</strong>f the site. This is achieved byminimizing impervious surfaces, disconnecting impervious surfaces from the stormdrain system, and promoting infiltration where possible. Even sites with clay soilscan benefit from application <strong>of</strong> run<strong>of</strong>f reduction control measures. Several differenttypes <strong>of</strong> run<strong>of</strong>f reduction measures are described in Chapter 5:• Porous pavement• Disconnected pavement• Alternative driveways• Disconnected ro<strong>of</strong> drains• Interceptor trees• Green ro<strong>of</strong>Use <strong>of</strong> run<strong>of</strong>f reduction controlscan decrease the size <strong>of</strong> requireddownstream water quality controlsRefer to Table 3-2 to identify which types <strong>of</strong> measures are acceptable for your projectand then use the worksheets in Appendix D to calculate the run<strong>of</strong>f reduction creditsyou can achieve by incorporating one or more <strong>of</strong> these measures into your project.Then use the worksheets to calculate any remaining water quality volume or flow thatneeds to be treated and proceed to Step 6 to select the treatment control facilities. Ifthe entire water quality volume (WQV) can be retained on-site using run<strong>of</strong>f reductionmeasures, treatment control measures will not be required and you can advance toStep 7.Step 6: Select Treatment Control MeasuresTreatment control measures are intended to filter and settle pollutants out <strong>of</strong> run<strong>of</strong>fbefore it travels <strong>of</strong>f the site. If treatment controls are required per Table 3-2 (and stillneeded after the calculation <strong>of</strong> run<strong>of</strong>f reduction credits in Step 5), select theappropriate treatment control measures. To do so, use your analysis in step 3, thedetails in Table 3-2 regarding whether a given control measure is acceptable for theproject category, and the information in Chapter 6. Chapter 6 includes fact sheets fora variety <strong>of</strong> treatment control measures:• Constructed wetland basin• Water quality detention basin (three types: wet, dry,combination)• Infiltration basin• Infiltration trench• Sand filter• <strong>Stormwater</strong> planter (two types: flow-through andinfiltration)• Vegetated filter strip• Vegetated swaleTreatment controlmeasures areintended to filterand settlepollutants out <strong>of</strong>run<strong>of</strong>f before ittravels <strong>of</strong>f the site<strong>Stormwater</strong> <strong>Quality</strong> <strong>Design</strong> <strong>Manual</strong> for the <strong>Sacramento</strong> and South Placer Regions3-6 <strong>May</strong> <strong>2007</strong>

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!