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7500 HARDESON RD 2021-06-09
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7500 HARDESON RD 2021-06-09
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Last modified
6/9/2021 3:46:41 PM
Creation date
6/9/2021 3:44:50 PM
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Address Document
Street Name
HARDESON RD
Street Number
7500
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i <br /> Table 11-4.2.1 Runoff Conveyance and Treatment BMPs by SWPPP <br /> Element (continued) <br /> Ele- Element . Element Ele- i <br /> ment #4 Ele Ele #8 Stab ment Element <br /> meat Element <br /> #3 Install m+ent ilize #10 #13 Pr+ofiect <br /> EMP or Ele- #7 Pro #9 Gon111 <br /> - <br /> Gon- -Chan Control Low Impact <br /> meet Name tect trot Pol- <br /> trot anent tect nets Ce Le�rel- <br /> Drain lutants <br /> Flow Con Slopes and Out Water- opment <br /> Inlet;a <br /> Rates trots lets rn <br /> for Hiigh pH <br /> Water i <br /> (p.412) , <br /> BMP C200: Interceptor Dike and Swale I <br /> Purpose <br /> i <br /> Provide a ridge of compacted soil, or a ridge with an upslope swale, at the top or base of <br /> a disturbed slope or along the perimeter of a disturbed construction area to convey storm- <br /> water. Use the dike and/or swale to intercept the runoff from unprotected areas and direct • <br /> -it to areas where erosion can be controlled. This can prevent storm runoff from entering <br /> the work area or sediment-laden runoff from.leaving the construction site. • I <br /> Conditions of Use <br /> Where the runoff from an exposed site or disturbed slope must be conveyed to an I .. <br /> erosion control facility which can safely convey the stormwater. <br /> . Locate upslope of a construction site to prevent runoff from entering disturbed area. i <br /> . When placed horizontally across a disturbed slope, it reduces the amount and velo- <br /> city of runoff flowing down the slope. i <br /> . Locate downslope to collect runoff from a disturbed area and direct water to a sed- <br /> iment basin. • i <br /> Design and Installation Specifications <br /> • Dike and/or swale and channel must be stabilized with temporary or permanent i <br /> vegetation or other channel protection during construction. <br /> . Channel requires a positive grade for drainage; steeper grades require channel i <br /> protection and check dams. <br /> • Review construction for areas where overtopping may occur. i <br /> . Can be used at top of new fill before vegetation is established. <br /> i <br /> 2014 Stormwater Management Manual for Western Washington <br /> Volume 11- Chapter 4 -. Page 331 <br />
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