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Emergency Spillway Profile <br /> Spillway <br /> Johnson 9 <br /> Elev. = 6413.0 <br /> Johnson # 9 Spillway Profile <br /> Principal ° o <br /> Spillway Elevation <br /> �bd ���, <br /> Elev. = 6412 0 6418 o 6418 <br /> cY; cYi <br /> 6416 �, 6416 <br /> 6414 d .-' 6414 <br /> �151 6412 24 `D 6412 <br /> 10 0% 6410 1 6410 <br /> 0+00 0+10 0+20 0+30 <br /> EIS EID <br /> am Toe p 07 za18 <br /> 6402. '� <br /> . i Division of Reciamatios�,, <br /> (Veining&Safety <br /> Johnson # 9 Stage - Storage <br /> 5 <br /> LL <br /> Q 4 <br /> U_ 3 <br /> Ie i > 2 <br /> 0 1 <br /> d <br /> 1 2 3 4 5 6 7 8 9 <br /> ,\e Stage Height in Feet <br /> �. E er e <br /> RIVN°" <br /> , �"" <br /> BY CONTOURS, ASBUILT POND Pas TRAPPER MINING INC.������ ® R�G®�►'//// TRAPPER NINE CRAIG, CO. <br /> PROFESSIONAL ENGINEER'S CERTIFICATION HM•®ol�//i� <br /> 1, Stephen R. Hinkemeyer, a registered Professional En ®��+ �� 9� Johnson # 9 Pond <br /> In the State of Colorado, certify that this drawing has o� e� } <br /> reviewed by me, and the pond and embankment <br /> bankmennt conf�u ���� s = As-Built Is true and correct to the beef of m knowledge and= 'a e�o � = 1'1 <br /> s �eoleo® s•e®• `�� SCALf� 1' =50 <br /> SCALE <br /> Stephen R. Hinkemeyer, CO PE `` 4r <br /> o 50' loo' <br /> DRAWN BYE SIH Sh-t 7 of i <br /> Date DATE,2/22/18 <br />