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Johnson # 6 Emergency <br /> egency Decant Configuration NTS <br /> 2"SMOOTH METAL <br /> Spillway Johnson # 6 Spillway Profile SIPHON TUBE <br /> _ ------ ----- Elev. = 6478. 1 �-, 3.0 <br /> Top of Embank t Elev. 64 1 .0� 6490 6490 T 2.0 <br /> 6486 01 o T <br /> (U00 <br /> - Spillway Profit' 05 CO � <br /> 6482 6486 mwr <br /> 1$ V - 6482 9.0 1 <br /> / 1 \ 6478 0• 6478 2'0 <br /> T <br /> i n ci pa l 6474 6474 <br /> 6470 6470 �- - <br /> i I I\/,/a y 11+00 0+10 0+20 0+30 0+40 0+50 0+60 <br /> stream To v� <br /> ev. = 6466 1ev. = 6477.0 a A <br /> So 0 7 NAB <br /> Qc� Ow"'oP of&S $tYi ... <br /> �Ulining <br /> t <br /> Johnson # 6 Stage - Storage <br /> ILL <br /> / Q � <br /> E10 <br /> o <br /> > 5 <br /> 1y 1 2 3 4 a 5 6 7 8 9 10 ll 12 13 14 15 <br /> Stage Height in Feet <br /> >b2 m <br /> BY CONTOURS, ASBUILT POND CAPACITY IS 8,19 AC, FT, PR9 222/18 SIH As—Built TRAPPER MINING INC, <br /> PROFESSIONAL ENGINEER'S CERTIFICATION ,tystslillifl9?I31/jtr� TRAPPER MINE CRAIG, CO. <br /> I, Stephen R. Hinkemeyer, a registered Professional Engi o6°°®lki. <br /> In the State of Colorado, certify that this drawing has ®°®R H �f'°° ��� Johnson # 6 Pond p <br /> reviewed by me, and the pond and embankment conf' As—Qu�lt <br /> Is true and correct to the best of my knowledge ands <br /> 25436 C <br /> 50' <br /> = <br /> Stephan R. Htnkemeyer, CO PE o.�� SCALE <br /> SCALE°`�'" <br /> 1• <br /> ® o <br /> �Pr°sa'®e�°°°,°��`�'��```�°�' 0 50' 100' <br /> Date / ( //// az6'1�,itia,` DRAWN BY. SIH sewt 1.r 1 <br /> DATE, 2/22/18 n.A. <br />