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<br />NOTE: <br />SEE TABLE 1 FOR <br />DESCRIPTION OF IMPACTS. <br /> HIGH WATER <br /> SURFACE ELEV TION <br /> (EL. 6310 FT SL) ?. <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />' N <br /> <br /> <br /> <br /> <br />-= - -- _- .. RAINAGE AND <br /> ETLANDS WITHIN <br /> §ERVOIR' FOOT- ;... - <br /> BE .....-- <br />RINT WILL <br /> .- <br />?__ <br />MPACTED/ <br /> <br /> <br /> <br /> <br /> 1 <br /> <br /> <br /> LEGEND <br /> ---- HIGH WATER EXIST, INDEX CONTO UR <br /> SURFACE ELEVATION WIRE FENCE <br /> - - EPHEMERAL DRAINAGE 0 100 200 400 <br /> EXISTING ROAD <br /> PERENNIAL DRAINAGE <br />" SAPLING/SHRUBS <br />" <br /> WATER OF THE U.S <br />& . SCALE IN FEET <br /> WETLAND 1 "=200' <br /> <br /> <br />WRIGHT WATER DESIGN RJU FIGURE 7 <br />ENGINEERS, INC. DETAIL RJU <br />2490 W. 26TH AVE. 100A CHECK Dam Proposed Long Hollow Reservoir <br />DENVER, CO 80211 DATE 10-21-03 <br />(303)480-1700 SCALE 1"-200' <br />1