Page 409 - The Engineering Guide to LEED-New Construction Sustainable Construction for Engineers
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Low-Impact Development and Stormwater Issues         369


                     Erosion Prevention Practices  Sediment Control Practices
                     Surface roughening            Sediment basin
                     Mulching                      Multipurpose basin
                     Erosion control blankets (ECBs)  Sediment dam (trap)
                     Turf reinforcement mats (TRMs)  Silt fence
                     Dust control                  Ditch check
                                                   • Rock
                                                   • Sediment tube
                     Polyacrylamide (PAM)          Stabilized construction entrance
                     Stabilization                 Inlet protection
                     • Temporary                   • Filter fabric
                     • Riprap for channel          • Block and gravel
                     • Final                       • Hardware fabric and stone
                                                   • Block and gravel curb
                                                   • Prefabricated
                     Outlet protection             Rock sediment dikes

                    TABLE 10.1.7  Typical Erosion Prevention and Sediment Control Practices Taught
                    in ESC Certification Classes (CEPSCI, 2005)

                 When the construction is nearing completion, additional measures are permanently
             installed on the site so that erosion does not occur after construction. These range from
             vegetative measures to using riprap or constructed erosion prevention devices.

             LID
             The main concepts of low-impact development (LID) are to minimize the impacts of
             development, mainly the stormwater-related impacts. This is done usually by mimicking
             the natural hydrologic cycle at the site or project as much as possible and mimicking the
             natural hydrologic runoff cycle. So how does one implement the design goal of
             mimicking the former site hydrology with LID features? There are essentially four main
             parameters of site hydrology which can be used to do this:
                  •  Storage
                  •  Infiltration and the recharge of groundwater
                  •  Evaporation and evapotranspiration
                  •  Detention

             And there are a series of many concepts that can help do this. The main ones as listed in
             the Prince George’s County (1999) LID manual and as amended are as follows:

                  •  Reduce added imperviousness.
                  •  Conserve natural resources.
                  •  Maintain natural drainage courses.
                  •  Reduce use of pipes, use open-channel sections.
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