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1 <br />1 <br />i <br />HIGH WATER <br />SURFACE ELEVATION _J--?-" <br />{EL. 6310 FT ASQ <br /> <br /> { <br /> <br /> <br /> <br /> <br /> <br /> <br />0\ <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />DRAINAGE AND <br />WETLANDS WITHIN ?? v <br />RESERVOIR FOOT- <br />TPRINT WILL BE. <br />- ,I <br /> <br /> <br /> <br />NOT E: <br />_ <br />SE <br />^ . TABLE 1 FOR <br />? <br />DE CRIPTION OF IMPACTS. <br /> <br />Y t.. <br /> LEGEND <br /> ------ HIGH WATER - -- EXIST. INDEX CONTOUR <br /> SURFACE EL EVATION WIRE FENCE <br /> - EPHEMERAL DRAINAGE <br />0 100 200 400 <br />PERENNIAL <br />" EXISTING ROAD <br />DRAINAGE ? SAPLING/SHRUBS <br /> WATER <br />& F THE U.S. <br />SCALE IN FEET WETLAND <br />1' =200' <br />WRIGHT WATER DESIGN Rau FIGURE 8 <br />ENGWEERS, INC. DETAIL RJU <br />2480 W. 26TH AVE. 100A CHECK DBM Proposed Long Hollow Reservoir <br />DENVER, CO 80211 DATE 10-21-03 <br />(303)480-170Q SCALE 1 "=200'