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A <br /> <br />TOP OF EMBANKMENT <br />ELEV. 7690.0' <br />A' <br /> <br />A <br />4 7710 <br />3-7700_ _ <br />~ 7690 <br />w 7660 D <br />SPILLWAY INVERT- <br />S ELEV. 7668.7' <br />7700 -_ _ _.-_~ <br />z 7690 _-- -......_- - - <br />j 7680 -..._ _ <br />w 7670 <br />7660 <br />0 100 <br />TOP OF EMBANKMENT ELEV. 7690.0' <br />r SPILLWAY ELEV. 7688.7' <br />100 200 <br />DISTANCE IN FT. <br />HORIZONTAL SCALE <br />0 3a 6a <br />VERTICAL SCALE <br />0 30' 60' <br />BOTTOM OF POND ELEV. 7685.0' <br />ORIGINAL <br />200 300 <br />DISTANCE IN FT. <br />HORIZONTAL SCALE <br />0 30' 60' <br />VERTICAL SCALE <br />0 30' fip <br />300 <br />_ ~ I' _ <br />"400 <br />STOCKPOND ST-1 CROSS-SECTIONS <br /> <br />A' <br />7710 ~ <br />m <br />- -7700= <br />- 7690 ~ <br />7660 ~ <br />500 <br />B~ <br />_+ noo m <br />7690 ~ <br />1 m <br />7680 Z <br />7670 <br />7660 <br />\~~~~~~~p11111111111////j/~/rr PROFESSIONAL ENGINEER'S STATEMENT <br />\\ <br />RE6/s~!iir,,~i <br />pQ~P~,,....... F9 <br />~ /Robert /. Shev/ing, stole that Jhe changes <br />~ <br />~,; ~ SpNES <br />,~., F~ ~ <br />~ in revision PR-02 /doled lO/05l were prepared <br />. ~Q ~ <br />~ =_ under my supervision and all information <br />'~ 37382 ~: presented hereon is true and correct to the <br />: best of m k <br />n <br />o <br />wledge and tnformotion. <br />~.... •. <br />~~\\ ~ <br />(~ <br />~ <br />~ <br />~ii <br />`r~~NA <br />~~ <br />~~~~~~ t <br />ft <br />D b <br />li <br />l <br />/ <br />h <br />CO P <br />E <br />37382 <br />q~/ <br />l <br />ll <br />~ e <br />o o <br />er <br />~ <br />. <br />ee <br />ng, <br />. <br />. <br />l <br />l I <br /> i NOTE: SEE EXHIBIT 20-2, POSTMINE TOPOGRAPHY FOR <br /> LOCATION. <br />F <br />0 <br /> <br /> <br />POND <br />m <br />n <br />STOCKPOND ST-1 PLAN VIEW <br />SGNE <br />m o w tm <br />CDNfWNHIEWK SR <br /> <br />ELEV. <br />(FT: MSLI STOCKPOND ST-1 STAGE CAPACITY <br />STAGE AREA TOT. CAP. <br />IFT.I IAGRES) IAG.-FT.) DESCRIPTION <br />7685 0.00 0.30 0.00 BOTTOM OF POND <br />7686 1.00 0.36 0.34 <br />7667 2.00 0.48 0.77 <br />7666 3.00 0.59 1.31 <br />7666.7 4.00 0.65 1.74 SPILLWAY <br />_ <br />7690 5.00 0.83 -- TOP OF EMBANKMENT <br /> <br />10 I k,W /u /fl W I N/0! I lAm.. I KLO+,M I BSMrNp I ' <br />uE~' AENSgNS U.iE LE516N BY OP.WH BY FE~~IE~~LU; Ip <br />YOAST M/NE <br />AWING-TITLE: <br />STOCK POND ST-1 <br />PROPOSED DES/GN <br />© sn„i r of i sn.am <br />M W H SCALE: DFAWING N[ <br />r'•~oo' 13-12.5 <br />