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<br />l <br /> LEGEND x <br />---- HIGH WATER - - - EXIST. IND X CONTOUR -- "` - _ , <br /> SURFACE ELEVATION <br />WIRE FENC <br /> <br />' <br />E <br /> <br />?- <br />- - EPHEMERAL DRAINAGE <br /> <br />L DRAINAGE <br />ENNI EXISTING R OAD <br />I <br />'f <br /> A <br />PER <br />" SAPLING/S <br />" RUBS <br />' <br /> WATER OF THE U.S <br />& . <br /> WETLAND <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />, .i .^.. fit. .._.. _._ .._.- ._ <br /> <br /> <br /> DRAINAGE AND <br /> WETLANDS WITHIN <br /> RESERVOIR FOOT- <br /> PRINT WILL.•BE . <br /> IMPACTED. <br /> <br /> <br /> <br /> <br /> <br />cb, <br />HIGH WATER <br />.•.?rlyt _. SURFACE <br /> ELEVATION {EL. <br /> 6310 FT ASQ <br /> <br /> <br />j. <br />i <br />" 0 100 200 400 <br />NOTE: I m" <br />SEE TABLE 1 FOR SCALE IN FE <br />DESCRIPTION OF IMPACTS. 1 "=200' <br /> <br />WRIGHT WATER DESIGN R.IU FIGURE 5 <br />ENGINEERS, INC. DETAIL RJU <br />2490 W. 26TH AVE. 100A CHECK DBM Proposed Long Hollow Reservoir <br />DENVER, CO 80211 DATE 10-21-03 <br />(303)480-1700 SCALE 1"=200'