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<br /> f <br />NOTE: ` <br />SEE TABLE 1 FOR <br />DESCRIPTION OF IMPACTS. <br /> <br /> <br /> <br />HIGH WATER <br />SURFACE <br />ELEVATION (EL. <br />6310 FT ASL} <br /> <br /> <br /> <br /> <br /> <br />/ <br />z?? <br />Z <br />J <br /> <br /> <br /> DRAINAGE AND <br /> WETLANDS WITHIN ?.. <br /> RESERVOIR FOOT- <br /> PRINT WILL BE <br /> IMPACTED <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />r 0 100 200 400 <br />i <br />,I <br /> <br />SCALE IN FEET <br />1 1 „=200' <br />' <br />' LEGEND <br /> ----- HIGH WATER - EXIST. INDEX CONTOUR <br />? SURFACE ELE VATION WIRE FENCE <br /> - EPHEMERAL DRAINAGE <br /> - - - - _ = EXISTING <br />W : <br /> <br />?- PERENNIAL D <br />& "WATER 0 RAINAGE <br />THE U. S." SAPLING/t1B?ABLE 1 <br /> WETLAND DESCRIPTIO <br /> <br />WRIGHT WATER DESIGN RJU FIGURE 11 <br />ENGINEERS, INC. DETAIL RJU <br />2490 W. 28TH AVE. 100A CHECK DSM Proposed Long Hollow Reservoir <br />DENVER, GO 80211 DATE 10-21-03 <br />(303)480-1700 SCALE 1"=200'