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Emergency Spillway Profile <br /> Spillway <br /> ► <br /> Elev. = 6413.0 <br /> Johnson # 9 <br /> Johnson # 9 Spillway Profile <br /> Principal ° o <br /> I <br /> Spillway bd - Elevation <br /> Elev. = 6412 0 & 6420 6420 <br /> i' 6418 0 0 6418 <br /> ► 6416 M C:) M 6416 <br /> 6414 6 `fi 1 6414 <br /> 6' 1� 6412 6412 <br /> 10 •O <br /> 6410 <br /> 0+00 0+10 0+20 0+30410 <br /> � <br /> / � ram. <br /> am Toe ' <br /> ' 7 Zola <br /> 6402. ' ` <br /> r <br /> i Division of Reclamatl0it, <br /> mining&Safety <br /> i <br /> Johnson # 9 Stage - Storage <br /> 5 <br /> LL <br /> 1010 <br /> oe <br /> Q 4 <br /> .00 <br /> _.. <br /> c <br /> E 3 <br /> I <br /> 2 <br /> 0 1 <br /> a <br /> i <br /> 1 Z 3 4 5 6 7 8 9 <br /> Stage Height in Feet <br /> E er <br /> D6*0 NNY > <br /> BY CONTOURS, ASBUILT POND PR9 2/22N8 SIH As-Built 3.89 AC. FT, TRAPPER MINING INC. <br /> t� � <br /> PROFESSIONAL ENGINEER'S CERTIFICATION `\p� �t'°D 0•E;0I•��4j� TRAPPER MINE CRAIG, CO. <br /> 1, Stephen R. HTnkemeyer, a registered Professional En ®'p'. H/f� ��� <br /> • - Johnson # 9 Pond <br /> In the State of Colorado, certify that this drawing has ®� r p } <br /> reviewed by me, and the pond and embankment conf�u ����� /1S�Bu��l <br /> Is true and correct to the beat of m knowledge and=fro •�o • <br /> SCALE SCALE, V =Stephen R. Htnkemeyar, CO PE so, <br /> tqj �` N 0 50' 100' .. <br /> It> DRAWN BY. SIH st +i•of'i <br /> 11It1lllltl <br /> Do DATE,2/22/18 <br />