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.

Run<strong>of</strong>f Reduction Fact SheetDisconnected PavementExamples:Divided Sidewalks and parking lot medians – Consider the use <strong>of</strong> porous pavement in vegetatedsidewalk strips and parking lot medians to provide paths for pedestrians to walk across the area withoutdamaging vegetation. See photo.Hybrid Parking Lot - Traffic loading requirements typically differ between parking lot drive aisles andstalls in parking lots. More durable conventional pavement surfaces will typically be required for the maindrive aisles and areas used by garbage, delivery and fire trucks, while porous pavement may beappropriate for the stalls (or a portion <strong>of</strong> the stalls) used by cars. The permeable stalls may be used tocarry flow from the main drive aisles to the storm drain system, allowing for infiltration anddisconnecting the main aisle pavement from the system. A water barrier may be required between regularload-bearing pavement/streets and porous pavement materials to keep water from undermining the regularpavement subbase; verify this with the local permitting agency.This hybrid parking lot concept has been applied successfully in many areas <strong>of</strong> the country, including theSan Francisco Bay Area. Generally, pervious pavement or cobblestone block set in sand will be preferredby the permitting agency, however, depending on frequency and type <strong>of</strong> use, modular block pavement,reinforced grass, or gravel may be appropriate. For example, these techniques could work well in aseasonal overflow parking lot, a public park or a trailhead.Pavers in parking lot. Photo: <strong>City</strong> <strong>of</strong> Emeryville..<strong>Design</strong> Criteria<strong>Design</strong> criteria for disconnected pavement are listed in Table DP-1.Construction ConsiderationsIn hybrid parking lots, stall markings can beindicated with one <strong>of</strong> several techniques, dependingon the type <strong>of</strong> permeable surface: wood headerslaid in a field <strong>of</strong> pervious pavement, a change incobblestone block color, concrete bands, orrounded raised pavement markers similar to thoseused on highways (“Botts’ Dots”). (Start at theSource, 1999)Bike and Pedestrian Trails – Consider the use <strong>of</strong>gravel or other porous material alongside bike andpedestrian trails to infiltrate and filter some <strong>of</strong> therun<strong>of</strong>f. For example, the <strong>City</strong> <strong>of</strong> Folsom requires agravel shoulder for its Class I bike trails.• Ensure that flow entering a porous area from an impervious surface is spread evenly and the areaaccepting the flow is lower than the impervious surface.• If using porous pavement, follow the construction guidelines given in the Porous Pavement FactSheet located elsewhere in this chapter.• Once construction is complete, stabilize the entire tributary area and the vegetation within thefeature itself, before allowing run<strong>of</strong>f to enter the feature.Long-term Maintenance RecommendationsRefer to the inspection and maintenance recommendations in the Porous Pavement fact sheet.<strong>Stormwater</strong> <strong>Quality</strong> <strong>Design</strong> <strong>Manual</strong> for the <strong>Sacramento</strong> and South Placer RegionsDP-4 <strong>May</strong> <strong>2007</strong>

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

Saved successfully!

Ooh no, something went wrong!