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Walnut Ridge <br /> Storm Drainage Calculations <br /> Walnut Ridge is a proposed development of a 139 acre lot at 901 E. Marine View Drive <br /> in Everett. The existing site slopes at 14%to the northeast through dense blackberries. <br /> The existing storm drainage travels to relatively flat railroad trac!:s to the northeast and <br /> apparently infiltrates. The area does not have adequate downstream drainage so it is <br /> proposed to direct stormwater into a detention system and ultimately into the combined <br /> storm/sanitary sewer. The site is within tlie 36th Street Drainage Basin. The detention <br /> system is designed to match the ten-year existing with the ten-year developed storm. <br /> Following the City ofEverett's Draina��Calculation Form, total storage required is <br /> 1934.3 cf. A 121 LF of 4.5 foot detention pipe with 2.23-inch diameter orifice will satisfy <br /> the storage and release-rate criteria. The actual design will use 125 LF of4.5 foot <br /> detention pipe with a restrictor diameter of 2.25-inches. <br />