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No. 1 which started to exhibit maintenance problems. Please refer to the <br />follaaing SIDCAD printouts for further information. <br />Wolf Creek Fill Downdrain <br />The Wolf Creek Fill diversion was constructed as a riprapped trapezoidal <br />channel with bottom width of ten feet and side slopes of 3H: 1V. This <br />diversion diverts surface runoff away fran the Wolf Creek Fill area. This <br />diversion was designed as a permanent diversion utilizing a 100 yr-24 hr <br />storm event. Please refer to the following SEDCAD printouts for further <br />design information. <br />Wadge Pit Diversion No. 1 <br />Please refer to Tab 7, Pdderdinn 7-6f-B for the design of this diversion. <br />Proposed Wolf Creek Fill Dowrdrain <br />The proposed Wolf Creek Fill diversion will be constructed as a riprapped <br />trapezoidal channel with bottom width of ten feet and 3h:ly side slopes <br />(see F~ibit 12-9 for location) . This downdrain will be constructed in <br />1998 after the haul road ramp is reclaimed and no longer needed. This <br />diversion will divert surface runoff away from the lower Wolf Creek fill <br />area and is designed to convene the 100-year, 24-hour storm event. The <br />SFDCAD+ outputs are included at the end of this attactunent. <br />C~ <br />7-6-3-9a Revised 12/02/93 <br />