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1710 W MARINE VIEW DR 2024-01-03
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1710 W MARINE VIEW DR 2024-01-03
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Last modified
1/3/2024 9:12:13 AM
Creation date
10/26/2023 3:14:28 PM
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Address Document
Street Name
W MARINE VIEW DR
Street Number
1710
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BMP C208: Triangular Silt Dike (TSD) <br />Purpose <br />Triangular silt dikes (TSDs) may be used as check dams, for perimeter protection, for temporary soil <br />stockpile protection, for drop inlet protection, or as a temporary interceptor dike. <br />Conditions of Use <br />. TSDs may be used on soil or pavement with adhesive or staples. <br />. TSDs have been used to build temporary: <br />• BMP C241: Sediment Pond (Temporary); <br />• BMP C200: Interceptor Dike and Swale; <br />• BMP C 154: Concrete Washout Area; <br />• BMP C203: Water Bars; <br />• BMP C206: Level Spreader; <br />• BMP C220: Inlet Protection; <br />• BMP C207: Check Dams <br />• curbing; and <br />• berms. <br />Design and Installation Specifications <br />. TSDs are made of urethane foam sewn into a woven geosynthetic fabric. <br />. TSDs are triangular,10 inches to 14 inches high in the center, with a 20-inch to 28-inch base. <br />A 2 foot apron extends beyond both sides of the triangle along its standard section of 7 feet. A <br />sleeve at one end allows attachment of additional sections as needed. <br />. Install with ends curved up to prevent water from flowing around the ends. <br />. The fabric flaps and check dam units are attached to the ground with wire staples. Wire <br />staples should be No.11 gauge wire and should be 200 mm to 300 mm in length. <br />. When multiple units are installed, the sleeve of fabric at the end of the unit shall overlap the <br />abutting unit and be stapled. <br />. When used as check dams: <br />• TSDs should be located and installed as soon as construction will allow. <br />• TSDs should be placed perpendicular to the flow of water. <br />• The leading edge of the TSD must be secured with rocks, sandbags, or a small key slot <br />2019 Stormwater Management Manual for Western Washington <br />Volume 11 - Chapter 3 - Page 354 <br />
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