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E - 19,550 E - 19,500 E - 19.450 <br />A' <br />TOP OF EMBANKMENT ELEV. 7956.0' <br />-I 4- <br />C^ l <br />FU <br />i <br />0 <br />3H:tV _ <br />SLOPE <br />2H; 1V <br />'SLOPE <br />BOTTOM POND U <br />ELEV. 7948.0' <br />cS <br />S� <br />\ 9SS <br />EKE <br />W 0 10 m <br />DgVtOUR IH ft 19 <br />STOCKPOND T -26 PLAN VIEW <br />ELEV. <br />(FT. -MSL) <br />STOCKPOND T -26 STAGE CAPACITY <br />STAGE AREA TOT. CAP. <br />(FT.) (ACRES) (AC. -FT.) DESCRIPTION <br />7948 <br />0.00 <br />0.014 <br />0.00 <br />BOTTOM OF POND <br />7949 <br />1.00 <br />0.019 <br />0.02 <br />7950 <br />2.00 <br />0.03 <br />0.04 <br />7951 <br />3.00 <br />0.03 <br />0.07 <br />7952 <br />4.00 <br />0.04 <br />0.10 <br />7953 <br />5.00 <br />0.05 <br />0.15 <br />SPILLWAY <br />7954 <br />6.00 <br />0.06 <br />0.20 <br />7955 <br />7.00 <br />0.07 <br />0.27 <br />7956 <br />8.00 <br />0.08 <br />0.30 <br />TOP OF EMBANKMENT <br />z <br />A <br />0 <br />0 <br />m <br />0 <br />\\\\\\����,....0 RECjs �, <br />UO P• TTi <br />18406 ' <br />7960 A <br />? 7950 <br />J <br />W <br />7940 <br />0 <br />WIN <br />Lam_ 7960 <br />Z <br />w 7950 <br />W <br />7940 1_ <br />0 <br />TOP OF EMBANKMENT ELEV. 7956.0' <br />' SPILLWAY ELEV. 7953.0' <br />50 <br />DISTANCE IN FT <br />SPILLWAY ELEV. 7953.0' <br />50 <br />DISTANCE IN FT <br />A' <br />. 7960 <br />M <br />7950 <br />1. <br />7940 <br />Me <br />B' <br />. 7970 <br />7960 r <br />Z <br />7950 <br />7940 <br />STOCKPOND T -26 CROSS - SECTIONS <br />HORIZONTAL SCALE <br />0 10' 20' <br />VERTICAL SCALE <br />0 10' 20' <br />PROFESSIONAL ENGINEERS STATEMENT <br />l state that this map was prepared <br />under my supervision and all the <br />information presented hereon is true <br />and correct to the best of my <br />knowledge and information. <br />/27 G'6 <br />Doe David A. Hettinger CO P.E. 18406 <br />100 <br />RN90Ms Dlrz MOM m <br />STOCKTANK T -26 DESIGN <br />© <br />ScILE: M W H sn : Lor1s «1. <br />DRAWNG No. <br />w sno.D I U -27.72 <br />