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12/19/2001 Env Bd Packet
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12/19/2001 Env Bd Packet
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Environmental Board
Env Bd Document Type
Env Bd Packet
Meeting Date
12/19/2001
Env Bd Meeting Type
Regular
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On -Lot Infiltration <br />Reduced Lot Grading <br />• Infiltration can be improved by tilling (scarification) of the lots with flatter grading to a depth of approximately <br />12 to 24 inches before sod is laid. This would also be of general benefit in all residential areas to address the <br />problems associated with soil compaction (loss of recharge potential) which occurs during construction. The <br />incorporation of compost or manure into the soil also increases infiltration. It should be noted that tilling this <br />deep may require special equipment. <br />• In areas where flatter lot grading is implemented, roof leaders that discharge to the surface should extend 6 <br />feet away from the building. <br />Construction <br />• Soil compaction must be avoided wherever possible. For example, vehicles should never be parked on the <br />future lawn during construction. <br />• Mass grading should be avoided to keep native soil profiles intact and to minimize the area of soil compac- <br />tion. <br />• If soils become compacted through construction activities, the soil should be tilled to 18 inches and 6 to 12 <br />inches of organic compost should be incorporated into the soil. <br />Soakaway Pits <br />Description <br />Soakaway pits, also known as downspout infiltration systems, roof leader infiltration systems and dry wells, can <br />be distinguished from infiltration trenches in terms of scale and sophistication of design. Soakaway pits are <br />designed to receive runoff from individual roof leaders, whereas infiltration trenches are used for large -lot appli- <br />cations (see the Infiltration Trenches BMP section for more detail). <br />Soakaway pits are small, excavated pits, backfilled with aggregate, used to infiltrate "good quality" stormwater <br />runoff, such as uncontaminated roof runoff. Rooftop runoff is discharged to the soakaway pit through the roof <br />leader, which extends directly into a stone -filled reservoir. Figures 2 through 4 show examples of soakaway pit <br />designs. <br />The use of soakaway pits is limited by a number of site constraints, including soil type, contributing drainage <br />area, depth to bedrock, and depth to groundwater. Rooftop gutter screens are needed to trap particles, leaves and <br />other debris, and must be cleaned regularly. <br />Soakaway pits for roof leader drainage have been implemented in Toronto, Maryland and Europe. A monitoring <br />study indicated that 60 percent of 25 soakaway pits studied were operating as designed (Lindsey et al., 1992). <br />Design Guidelines <br />If a formal, detailed design is required by local permitting authorities, the design requirements presented in the <br />Infiltration Trench BMP section can be followed for the design of soakaway pits (although no pretreatment other <br />than gutter screens is required of a soakaway pit that receives only roof runoff). Other design considerations <br />include: <br />3 -144 Minnesota Urban Small Sites BMP Manual <br />
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