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1 <br />9630 <br />9620 <br />w <br />w <br />w <br />z <br />0 <br />a <br />w <br />J <br />w <br />ON10* 1 • <br />'= 1i <br />I <br />20 <br />EXISTING <br />GROUND <br />84 "0 CSP "---- - - - - -- <br />RIPRAP D50 = 18" ` <br />2.5 <br />RIPRAP IS 3.0' THICK <br />10 oz. NONWOVEN GEOTEXTILE <br />POND BOTTOM EL. 9594.0 <br />(ABOVE RIPRAP SURFACE) <br />IM <br />:• <br />co � <br />- <br />cn <br />o 0 <br />0 P Flt <br />48,650 N� <br />1 <br />1 <br />48, 600 N 7 <br />31 X X <br />ST RAGE VAPACITY <br />48,550 N AT 9606=\1.1 ACRE F <br />BN B' <br />1 19 1 <br />20 10• <br />5 <br />50 = 1 <br />48,500 N _ <br />Ni <br />CONTOUR ELEVATIONS <br />ARE TOP OF RIPRAP <br />NORTH <br />A' <br />t <br />P <br />s <br />NORTHING <br />EASTING <br />ELEVATION <br />a <br />48607.82 <br />37977.80 <br />9594.00 <br />0 <br />48568.34 <br />37999.09 <br />9594.00 <br />o v <br />48568.08 <br />37963.50 <br />9594.00 <br />o _ <br /><m� <br />48597.09 <br />37963.50 <br />9594.00 <br />5 <br />48538.66 <br />38049.18 <br />9606.00 <br />/ m <br />48537.98 <br />37933.50 <br />9606.00 <br />N p <br />� O <br />48612.07 <br />37933.50 <br />9606.00 <br />8 <br />48636.09 <br />37965.46 <br />9606.06 <br />I <br />n of <br />OO o <br />48640.14 <br />37988.19 <br />9606.00 <br />0 <br />/N N <br />48637.93 <br />37995.64 <br />9606.00 <br />y O <br />O <br />48538.19 <br />37985.59 <br />9606.00 <br />�nry <br />48538.36 <br />38002.54 <br />9606.00 <br />r` W <br />48530.94 <br />38101.12 <br />9609.00 <br />/QNa] <br />48530.63 <br />37978.10 <br />9609.00 <br />U <br />vQQ <br />48520.63 <br />37978.22 <br />9609.00 <br />U <br />48520.94 <br />38101.22 <br />9609.00 <br />E° <br />ao�v <br />48517.71 <br />IF THE ABOVE <br />BAR DOES <br />z a <br />48517.87 <br />NOT SCALE 1 <br />INCH THE <br />a "y U <br />48531.20 <br />DRARING SCALE <br />IS ALTERED <br />0 J J M <br />48530.45 <br />37926.00 <br />9609.00 <br />80 100 120 140 <br />DISTANCE IN FEET <br />A CROSS SECTION A -At <br />1 1 =10 <br />9620 <br />w9610 <br />Z <br />0 <br />a <br />w 9600 <br />J <br />W <br />95900 <br />1 POND - PLAN VIEW <br />1 <br />1730 <br />Scale in Feet <br />0 15 30 60 <br />1" = 30 feet <br />ENGINEER'S STAMP N0. I REVISION DESCRIPTION THIS DRAWING IS NOT APPROVED <br />UNLESS LAST REVISION IS HAND <br />e l <J <br />2002 RECORD DRAWING <br />ISSUED FOR CONSTRUCTION <br />ISSUED FOR CLIENT REVIEW <br />20 <br />CREST EL. 9609 (BEYOND) <br />SPILLWAY INVERT EL. 9606 <br />2.5 \ \ \ RIPRAP D50 = 18 <br />\ DOWNSTREAM <br />\ <br />_ DAM SLOPE <br />3 (BEYOND) <br />RIPRAP IS 3.0' THICK \ <br />\ <br />\ <br />10 oz. NONWOVEN GEOTEXTILE - _ - <br />--- --- - - - - -- - - - -- - ---- -- - ---- <br />160 180 200 220 240 260 <br />75 17.0' I_ 7.5' <br />SPILLWAY <br />EL. 9606 <br />CREST <br />EL. 9609 <br />_ T 1 25 <br />-- '--------- - - - - -- 3.0' �- <br />'----_ � � EXISTING _- __ - --- <br />_ GROUND <br />RIPRAP IS 3.0' THICK �_ - -�- <br />- ���. - - - - -- -ice �-- �.�. - - - -- <br />10 oz. NONWOVEN GEOTEXTILE <br />40 60 80 100 120 140 160 <br />DISTANCE IN FEET <br />B CROSS SECTION B -B' <br />1 1 =10 <br />SURVEY CONTROL <br />CONTROL <br />POINT <br />NORTHING <br />EASTING <br />ELEVATION <br />1 <br />48607.82 <br />37977.80 <br />9594.00 <br />2 <br />48568.34 <br />37999.09 <br />9594.00 <br />3 <br />48568.08 <br />37963.50 <br />9594.00 <br />4 <br />48597.09 <br />37963.50 <br />9594.00 <br />5 <br />48538.66 <br />38049.18 <br />9606.00 <br />6 <br />48537.98 <br />37933.50 <br />9606.00 <br />7 <br />48612.07 <br />37933.50 <br />9606.00 <br />8 <br />48636.09 <br />37965.46 <br />9606.06 <br />9 <br />48640.14 <br />37988.19 <br />9606.00 <br />10 <br />48637.93 <br />37995.64 <br />9606.00 <br />11 <br />48538.19 <br />37985.59 <br />9606.00 <br />12 <br />48538.36 <br />38002.54 <br />9606.00 <br />13 <br />48530.94 <br />38101.12 <br />9609.00 <br />14 <br />48530.63 <br />37978.10 <br />9609.00 <br />15 <br />48520.63 <br />37978.22 <br />9609.00 <br />16 <br />48520.94 <br />38101.22 <br />9609.00 <br />17 <br />48517.71 <br />37985.62 <br />9606.00 <br />18 <br />48517.87 <br />38002.75 <br />9606.00 <br />19 <br />48531.20 <br />38061.73 <br />9609.00 <br />20 <br />48530.45 <br />37926.00 <br />9609.00 <br />21 <br />48615.82 <br />37926.00 <br />9609.00 <br />22 <br />48643.16 <br />37962.39 <br />9609.00 <br />23 <br />48647.83 <br />37988.62 <br />9609.00 <br />24 <br />48644.24 <br />38000.76 <br />9609.00 <br />DATE I BY ICHKDIAP'VDI NO. I REVISION DESCRIPTION THIS DRAWING Is NOT APPROVED <br />UNLESS LAST REVISION IS HAND <br />O* oz <br />MRJ <br />(k- <br />lGL <br />5/1/01 <br />GSL <br />GE <br />JFL <br />4/25/01 <br />GSL <br />KAF <br />JFL <br />Permit #: j:) g8OCi Confidental?: <br />Class: Type -Seq.: <br />From: <br />To: <br />Doc. NamDoc. Name: rjt [Zj - <br />Doc. Date (if no date stamp) <br />EARTHWORKS <br />CUT 4,137 cu. yds. <br />FILL 623 cu. yds. <br />DATE I BY ICHKDIAP'VD <br />CLIENT DATE <br />PRINT ISSUE RECORD <br />m <br />9630 <br />9620 <br />a*20 <br />1- <br />w <br />w <br />w <br />Z <br />0 <br />F- <br />a <br />w <br />J <br />w <br />109011 <br />Wail <br />0 <br />WE <br />9620 <br />9610 w <br />L, <br />Z <br />0 <br />a <br />9600 w <br />J <br />W <br />RECEIVED <br />SEW 0 3 2002 <br />gI9i5isa &I Wnerals and Geology <br />CC Cripple Creek & Victor Gold Mining Company <br />R ♦ Cresson project <br />A Joint Venture - AngloGold (Colorado) Corp., Manager <br />TtTLE BATEMAN CREEK POND <br />DESIGN AND SECTIONS <br />DRAWN MRJ /KAJ BATE APRIL 2001 <br />CHECKED JOB NO. <br />KAF 003 -2142 <br />1(1 �er REVIEWED JL BIGITAL N0.2142D075a <br />APPROVED JL <br />�� AS SHOWN Bwc REV f^ <br />44 UNION BLVD. SUITE 300, LAKEWOOD, COLORADO 80228 <br />PHONE: (303)980 -0540 FAX: (303)985 -2080 2142D075o 29 <br />