Laserfiche WebLink
CJ <br />LOWER SUMS' PLAN VIEW <br />SCALP <br />50, 0 50, 100, <br />CONTOUR INTERVAL 2 FT. <br />36" CCMP <br />A <br />6700 <br />6650 <br />0 +00 <br />B TOP OF EMBANKMENT <br />6700 ELEV. 6656.0 <br />WIDTH = 15' WIDE <br />6650 1 <br />v <br />KEYWAY <br />TOP OF EMBANKMENT <br />ELEV, 6656,0 <br />WIDTH = 15' WIDE <br />10' WIDE <br />EMERGENCY <br />SPILLWAY <br />ELEV 6,655.0' <br />1 +00 2 +100 <br />BOTTOM OF SUMP ELEV, 6641.7 <br />A' <br />6700 <br />1 6650 <br />3 +00 <br />�. 11 <br />6650 <br />6600 1 1 6600 <br />0 +00 1 +00 2 +00 3 +00 4 +00 5 +00 <br />LOWER' SUMP CROSS - SECTIONS <br />HORIZONTAL SCALE <br />0 50' 100' <br />VERTICAL SCALE <br />d 50' 100' <br />PRINCIPAL S'PILLW'AY - LOWER SUMP <br />DETAIL. NOT TO SCALE <br />ANTI- VORTEX <br />BAFFLE PLATE <br />STEEL ROD <br />TRASH RACK <br />-PRINCIPAL SPILLWAY <br />INVERT ELEV. 6654.0' <br />,ORRUGATED METAL PIPE RISER <br />90 DEGREE ELBOW WELDED TO IT. <br />36" CMP <br />TYPICAL TRASH RACK DETAIL <br />PRINCIPAL SPILLWAY <br />NOT TO SCALE <br />o� <br />�`��\� E��S <br />45923 <br />ONAL <br />PROFESSIONAL ENGINEER'S STATEMENT <br />I WILL T. DENNIS, A REGISTERED <br />PROFESSIONAL ENGINEER IN THE STATE <br />OF COLORADO DO HEREBY CERTIFY THAT <br />THIS MAP IS CORRECT TO THE BEST OF' MY <br />KNOWLEDGE AND BELIEF. <br />7-1-15 W J0 <br />Date WILL T. DENNIS, CO P E. 45923 <br />Lower Sump Volume <br />Report: <br />Elevation <br />Storage(AcreFt) <br />(C.Y.) <br />(C.F.) <br />(Gallons) <br />Area(Acre) <br />6642 <br />0.21 <br />334.8 <br />9040.1 <br />67624.8 <br />0.193 <br />Bottom of Sump <br />6643 <br />0.47 <br />754.1 <br />20361 <br />152310.6 <br />0.31 <br />6644 <br />0.83 <br />1346.8 <br />36362.9 <br />272013.2 <br />0.411 <br />6645 <br />1.28 <br />2070.4 <br />55901.2 <br />418169.9 <br />0.479 <br />6646 <br />1.79 <br />2887.4 <br />77959.6 <br />583178.6 <br />0.533 <br />6647 <br />2.39 <br />3788.8 <br />102297.1 <br />765235.7 <br />0.585 <br />6648 <br />2.96 <br />4775 <br />128926.a <br />964435.7 <br />0.638 <br />6649 <br />3.62 <br />5847.1 <br />157871.4 <br />1180960.1 <br />0.691 <br />6650 <br />4.34 <br />7005.4 <br />189147 <br />1414917.8 <br />0.745 <br />6651 <br />5.11 <br />8238.8 <br />222446.6 <br />1664015.7 <br />0.795 <br />6652 <br />5.9 <br />9521.2 <br />257072.3 <br />1923034.5 <br />0.842 <br />6653 <br />6.71 <br />10825 <br />292275 <br />2186368.9 <br />0.886 <br />6654 <br />7.51 <br />12116 <br />327130.8 <br />2447108.3 <br />0.929 <br />Principal Spillway <br />6655 <br />8.28 <br />13360.4 <br />360729.8 <br />2698446.2 <br />0.975 <br />Emergency Spillway <br />7,9'"CEIVED <br />'UL 0 <br />D',­ 7'ON OF RECLAMATION <br />.i.NING AND SAFETY <br />REVISION DATE <br />TR 1 -10 12 -10 <br />TR 3 -12 04 -12 <br />I TR 07 -13 1 06 -12 1 WD I <br />MAP 2.05.3 -E2.E <br />LOWER SUMP <br />AS -BUILT <br />Peabody Sage Creek <br />Mining, L L C <br />Peabotq Y <br />PEABO SAGE CREEK MINE <br />VIII ENE <br />b <br />36600 Routt County Road # 27 <br />Hayden, Colorado 81639 <br />Location: Routt County, Colorado Date Created: Q6/28/13 <br />Map Projection: Drawn By: <br />SC Local ENGINEERING DEPT. <br />