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I <br />TOP OF EMBANKMENT ELEV. 7771.0' <br />A m <br />,q, <br />\\ \��BOTTOM OF POND. -- <br />ELEV. 77 1.0' <br />STOCKPOND ST -1 PLAN VIEW <br />aLE <br />n N p <br />CgRWR INMWI I R. <br />Elev. <br />Stage I <br />Area <br />Total Capacity <br />MSL)I <br />(ft) <br />(acres) <br />(ac -ft) <br />7761.0' <br />0.0, <br />0.01 <br />0. 06 <br />7762.0 <br />1.0 <br />0.02 <br />0.02' <br />7763.0 <br />2.0 <br />3.0 <br />4.0 <br />0.051 <br />0.11 <br />0.16 <br />_ <br />0.05 <br />0.13 <br />-_�- 0.27( <br />7764.0 <br />7765.0 <br />t7_ 66.0 <br />5.0 <br />0.19 <br />0.44 <br />1188.0; 7.0 0.26 O.E <br />7769.0'! 8.0 0.30' 1.1 <br />7770.0',9.0 0.34 1.4 <br />A <br />27780 <br />7770 <br />W7760 <br />W 0+00 0 +50 <br />TOP OF EMBANKMENT ELEV. 7771.0' , <br />-� SPILLWAY ELEV. 7769.0' 7780 <br />7770 z <br />7760 <br />1 +00 1 +50 2 +00 2 +50 <br />7780 SPILLWAY ELEV. 7769.0' B m <br />Z - - -- 7 7780 2 <br />7770 1 7770 Z <br />� 7760 7760 <br />w 0 +00 0 +50 1 +00 <br />STOCKPOND ST -1 CROSS - SECTIONS <br />HORIZONTAL SCALE <br />0 25 50' <br />VERTICAL SCALE <br />02626 5p' <br />'sM <br />1 27 <br />� % / /'/,,�ONAL E G <br />PROFESSIONAL ENGINEERS STATEMENT <br />/ 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 />know /edge and information. <br />3-13 -o8 "- of Q, <br />Dote Curtis M. Be /den, CO P.E. 17274 <br />O lzrr�ad x /sai- a x]Fs -S 1 0o3 A/x W Ml;: v �.lCmAa4YCBatbnR hND <br />STOCKPOND ST -1 ASBUIL T <br />Sheet i Of 1 Sleets Tf�>� <br />;AI E: DRAWNG No. iJ <br />A., s.- 1 13 -12.8 <br />