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- I <br /> I <br /> I <br /> TEE DOX D TAILS 9 <br /> F d Steel Tee Box <br /> ' j Mb/d lb+C>RP <br /> , 6 <br /> 7 <br /> I li I <br /> Haul Rood to CAM, v 0 S l Vb <br /> CIL <br /> 1-- 6 <br /> 36" 17 CMP overflow Spillway Pond S- / N. T S. A Fu// IB' 0CMP <br /> Transition <br /> To Pond5 -18 <br /> 4 6" Spillway <br /> e e <br /> 2VH <br /> J mr <br /> 4 X 951 0 1 2 CFS <br /> 0� <br /> 0 5 <br /> 5 10 15 <br /> C.F.S. <br /> d <br /> �E 1. 9600 1 SPILLWAY HYDROGRAPH <br /> lO 1 HO.I R00Y <br /> p'version Difcn /l r <br /> B Berms <br /> X 9610, 0 1 2 3 4 5 CFS 10 <br /> Portals <br /> Berms /n Road (lFT High) <br /> Hignwall I <br /> RECEIVED <br /> DEC 11987 <br /> SCALE 0 too e00 soo FEET <br /> MINED LAND <br /> RECLAMATION DIVISION <br /> 9700 Spi//way Crest EL. 9700' Cambered o <br /> LL Hydiograph /' Freeboard <br /> POND 5-1 STORAGE <br /> £L 9699 CAPACITY <br /> SEDIMENT AND DRAINAGE O 25Yr. Flood <br /> LevA <br /> CONTROL STRUCTURES <br /> 25 Yr. Flood <br /> MINE eS W 9695 El. 9695.5 E/. /9694F1aod Sfaioge <br /> Pond 5-1 Mine Ois •norge 3Yr. Sediment Level Including Mine E/fluent Sediment <br /> Approx. Capacity 3.05 A.F. Q=19Vh <br /> (GdtedJ (O.BO o1. J <br /> DAM h <br /> (n 9550 9550' 9690 - -—- T -— - --- 2 I 0 <br /> 0 <br /> N <br /> STORAGE CAPACITY <br /> 9500 HAUL <br /> _ �o nd _ EL 9464' Tee Intake ROAD <br /> (see detail J rL MINE 5 ■ <br /> Z I I I PROJECT NO. 0437 — 102 <br /> O �� H VL Crest El <br /> 9450 50, <br /> MID CONTINENT RESOURCES INC. 1` <br /> Q Rectangle Pone 50 REVISIONS <br /> > Re X 100' wide inrerr 16" CMP spiRw C 0 A L CREEK BASIN • <br /> 2-60 NNBY K.W. <br /> LLJ w/box Tee Intake 5- U . LJ . PITKIN COUNTY COLOIIADO <br /> KbIISor 3.9•b(i 8'r CL <br /> w 9400 „�_� ,l DETAILS SHEET ,Q <br /> SEDIMENTATION AND DRAINAGE CONTROL <br /> STRUCTURES m <br /> SCALE o eo Ioo 1so FEET <br /> ..� :.D.r. ' K Worley �'�` [:._[ AS Shorn '-•»�e eo , <br /> \I�''1�J <br /> I Inch 50 Feet /V S�7�k6 ��, ,. . i., �• = NOr 3, /919 <br /> 1{ e y - <br /> MORRISON - KNUDSEN CO., INC. <br />