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<br />i <br />NOTE: <br />SEE TABLE 1 FOR <br />DESCRIPTION OF IMPACTS. <br /> U PSTREAM END <br /> O F RESERVOIR <br /> <br /> <br />-? <br />G Np <br />\ <br />nV <br />1 - <br /> <br /> <br /> <br />r, DRAINAGE AND <br />WETLANDS WITHIN <br />J RESERVOIR FOOT- <br />PRINT WILL BE <br />-?IMPACTED- <br />WATER SURFACE <br />ELEVATION <br />(EL. 6310 FT ASQ <br /> LEGEND <br /> ---- HIGH WATER - EXIST. INDEX CONTOUR <br /> SURFACE EL ATION WIRE FENCE <br />0 100 200 400 - ' " - EPHEMERAL DRAINAGE <br />- - <br />EXISTING ROAD <br /> ' PERENNIAL <br />& "WATER RAINAGE <br />F THE U.S." SAPLING/SHRUBS <br />SCALE IN FEET 3 WETLAND <br />1"=200' <br /> <br /> <br />WRIGHT WATER DESIGN RJU FIGURE 9 <br />ENGINEERS, INC. DETAIL RJU <br />2490 W. 26TH AVE. 100A CHECK DBM Propo sed Long Hollow Reservoir <br />DENVER, CO 80211 DATE 10-21-03 <br />(303)480-1700 SCALE 1"=200'