Laserfiche WebLink
i <br />E - 20,700 <br />I <br />E - 20,600 <br />E - 20,500 <br />0.11 <br />0.00 <br />BOTTOM OF POND <br />7799 <br />1.00 <br />z <br />0.018 <br />LL <br />z 7810 <br />7800 <br />2.00 <br />N <br />0.25 <br />7800 i <br />7801 <br />3.00 <br />0.15 <br />0.39 <br />7802 <br />TOP EMBANKMENT ELEV. <br />7806.0' <br />0.55 <br />7803 <br />5.00 <br />0.18 <br />0.73 <br />SPILLWAY <br />7804 <br />6.00 <br />0.20 <br />0.92 <br />STOCKPOND T -27 CROSS - SECTIONS <br />7805 <br />X <br />0.22 <br />A <br />OP <br />SLOPE <br />- <br />- <br />0.23 <br />1.35 <br />Mw <br />7800 <br />0® ' <br />+ <br />+ <br />BOTTOM OF POND <br />ELEV. 7798.0' <br />o <br />a <br />0 <br />0 <br />I a° <br />1 <br />B� <br />1 <br />- <br />- <br />STOCKPOND T -27 PLAN VIEW <br />n o <br />arnam wiEAVU in <br />ELEV. <br />(FT. -MSL) <br />STOCKPOND T•27 STAGE CAPACITY <br />STAGE AREA TOT. CAP. <br />(FT.) (ACRES) (AC. -FT.) DESCRIPTION <br />7798 <br />0.00 <br />0.11 <br />0.00 <br />BOTTOM OF POND <br />7799 <br />1.00 <br />0.013 <br />0.018 <br />LL <br />z 7810 <br />7800 <br />2.00 <br />0.014 <br />0.25 <br />7800 i <br />7801 <br />3.00 <br />0.15 <br />0.39 <br />7802 <br />4.00 <br />0.17 <br />0.55 <br />7803 <br />5.00 <br />0.18 <br />0.73 <br />SPILLWAY <br />7804 <br />6.00 <br />0.20 <br />0.92 <br />STOCKPOND T -27 CROSS - SECTIONS <br />7805 <br />7.00 <br />0.22 <br />1.13 <br />7806 <br />8.00 <br />0.23 <br />1.35 <br />TOP OF EMBANKMENT <br />0® ' <br />A7810 - - <br />z 7800 <br />j 7790 - <br />w 7780 <br />0 <br />OF EMBANKMENT ELEV. 7806.0' <br />SPILLWAY ELEV. 7803.0' <br />100 <br />A' 7810 � <br />J 7800 <br />7790 z <br />7780 <br />200 <br />\\p\\�\O��wCp.,�. -O REG�S���i <br />UO : p•P • �rTi.Ty�•A F� ii <br />/ -/ o s 18406 ': D: \ = ; �O J_........... <br />PROFESSIONAL ENGINEERS S 7 TEMENT <br />/ state that this map was prepared <br />under my supervision and o// the <br />information presented hereon is true <br />and correct to the best of my <br />know /edge and information. <br />Dote David A. Hettinger, CO P.E. 18406 <br />1 rq <br />X6 s <br />Spypa <br />co.� comny <br />STOCKTANK r-27 DESIGN <br />© <br />SC <br />M W H sh« r a1 5N»ALL pXAMNG No. <br />. <br />N S«« I 13 -17.Ti <br />B SPILLWAY ELEV. 7803.0' B' <br />7830 <br />7830 <br />BOTTOM OF POND ELEV. 7 98.0 <br />7820 <br />I <br />7820 p <br />LL <br />z 7810 <br />M <br />7810 <br />> 7800 <br />7800 i <br />w 7790 <br />r <br />7790 <br />7780 <br />7780 <br />0 100 <br />200 <br />DISTANCE IN FT. <br />STOCKPOND T -27 CROSS - SECTIONS <br />HORIZONTAL SCALE <br />0 25' 50' <br />VERTICAL SCALE <br />0® ' <br />\\p\\�\O��wCp.,�. -O REG�S���i <br />UO : p•P • �rTi.Ty�•A F� ii <br />/ -/ o s 18406 ': D: \ = ; �O J_........... <br />PROFESSIONAL ENGINEERS S 7 TEMENT <br />/ state that this map was prepared <br />under my supervision and o// the <br />information presented hereon is true <br />and correct to the best of my <br />know /edge and information. <br />Dote David A. Hettinger, CO P.E. 18406 <br />1 rq <br />X6 s <br />Spypa <br />co.� comny <br />STOCKTANK r-27 DESIGN <br />© <br />SC <br />M W H sh« r a1 5N»ALL pXAMNG No. <br />. <br />N S«« I 13 -17.Ti <br />