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2000-03-24_REVISION - M1980244 (101)
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2000-03-24_REVISION - M1980244 (101)
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Entry Properties
Last modified
6/15/2021 10:57:09 AM
Creation date
11/21/2007 4:32:48 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
Revision
Doc Date
3/24/2000
Doc Name
PHASE IV SURFACE WATER DIVERSION PLAN AND PROFILE SHEET 2 OF 4
Type & Sequence
AM8
Media Type
M
Archive
No
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I �' / '✓ `/ '✓ ,�; ,fit, / ;� ����. /� �� \ A I N <br />•� <br />WWI <br />~ <br />N <br />W <br />L, <br />tG <br />to <br />��� <br />DIVERS[ON <br />zo <br />9750 <br />j <br />F <br />W <br />to <br />J <br />W <br />W <br />Z <br />7 <br />9700 = <br />20 +00 21 +00 22 +00 <br />NOTES: <br />1. TOPOGRAPHY PROVIDED BY WESTERN STATES SURVEYING INC., BASE ON <br />TOP OF SOIL LINER FILL AS -BUILT SURVEY FOR PHASE I, II, & 1999 <br />PHASE III. ALL OTHER AREAS WERE BASED ON FEBRUARY 1998 AND <br />DECEMBER 1999 GROUND SURVEYS AND THE 1998 AERIAL SURVEY. <br />2000 PHASE III AND PROPOSED PHASE IV REGRADING IS DEVELOPED <br />BY GOLDER ASSOCIATES INC. <br />2. ELEVATIONS TO THE LEFT OF THE PROFILE STATIONS REFER TO GROUND <br />SURFACE ELEVATIONS ALONG THE ALIGNMENT CENTERLINE. ELEVATIONS <br />TO THE RIGHT OF THE PROFILE STATIONS REFER TO THE FINISH GRADE <br />ELEVATIONS. <br />23 +00 24 +00 <br />25 +00 <br />26 +00 <br />27 +00 <br />��� <br />DIVERS[ON <br />CHANNEL <br />M QD <br />N <br />00 <br />00 <br />M 6 <br />+ N <br />6 LO <br />+ M <br />N <br />II <br />N <br />II <br />Q <br />w <br />J <br />W <br />II <br />II <br />> <br />W <br />" <br />� <br />FINISH CHANNEL <br />INVE <br />T <br />— <br />5 <br />— <br />i <br />0 <br />_ <br />-0. <br />-4.56% <br />-0.25% <br />EXISTI <br />4G GROUND <br />MM <br />�0 <br />rn <br />OM <br />O <br />X00 <br />MM <br />000 <br />m <br />c0 <br />M <br />d ^ <br />r Orn <br />to <br />rA iAM <br />NO <br />^00 <br />M <br />OW <br />MM <br />O <br />NO <br />0) <br />NO3 <br />00 <br />O� <br />O <br />NM <br />M <br />MO <br />d <br />N0 <br />M <br />O)L <br />�M <br />O <br />,�0 <br />000 <br />Oa) <br />M ,a,0 <br />X00 <br />�0 <br />OM <br />00 <br />(0 <br />0) <br />0 <br />O <br />(0 M <br />O <br />N <br />r <br />r <br />O <br />N <br />n <br />n <br />n <br />0 <br />c0 <br />O) <br />t0 <br />00 <br />00 <br />c0 <br />00 <br />N <br />00 <br />r0 <br />M <br />00 <br />� <br />O <br />N <br />0) <br />N^ <br />"^ <br />N <br />O^ <br />N O <br />01^ <br />N <br />^0 <br />N <br />M0 <br />N <br />to <br />N (O <br />LO <br />N O <br />NM <br />N <br />�M <br />N <br />N [OM <br />nM <br />N rO <br />N OOM <br />OIN <br />N <br />ON <br />N O <br />NN <br />N <br />MN <br />N <br />MN <br />N <br />MN <br />N <br />rMN <br />N <br />MN <br />N <br />M� <br />N <br />N M <br />_ <br />N M <br />CN M <br />M <br />M <br />M <br />M <br />M <br />O <br />^ <br />0)N <br />O <br />rn(M <br />O <br />rn� <br />O <br />rn^ <br />�� <br />�� <br />rO <br />rn� <br />to, <br />01r <br />(O <br />01� <br />01� <br />O <br />Ors <br />O <br />0)r" <br />03r, <br />Cq <br />0) <br />n <br />0) <br />^ <br />rnr <br />n <br />n <br />r <br />n <br />rn� <br />rnr- <br />rn <br />rn rnm <br />rn <br />rn <br />am <br />0) <br />01 <br />rn <br />rn <br />rn <br />01 <br />0) <br />rn <br />rn <br />rn <br />m <br />01 <br />m rn� <br />rn 0) <br />rn 0) <br />01 <br />rn <br />20 +00 21 +00 22 +00 <br />NOTES: <br />1. TOPOGRAPHY PROVIDED BY WESTERN STATES SURVEYING INC., BASE ON <br />TOP OF SOIL LINER FILL AS -BUILT SURVEY FOR PHASE I, II, & 1999 <br />PHASE III. ALL OTHER AREAS WERE BASED ON FEBRUARY 1998 AND <br />DECEMBER 1999 GROUND SURVEYS AND THE 1998 AERIAL SURVEY. <br />2000 PHASE III AND PROPOSED PHASE IV REGRADING IS DEVELOPED <br />BY GOLDER ASSOCIATES INC. <br />2. ELEVATIONS TO THE LEFT OF THE PROFILE STATIONS REFER TO GROUND <br />SURFACE ELEVATIONS ALONG THE ALIGNMENT CENTERLINE. ELEVATIONS <br />TO THE RIGHT OF THE PROFILE STATIONS REFER TO THE FINISH GRADE <br />ELEVATIONS. <br />23 +00 24 +00 <br />25 +00 <br />26 +00 <br />27 +00 <br />��� <br />DIVERS[ON <br />CHANNEL <br />PROFILE <br />28 +00 29 +00 30 +00 <br />Scale in Feet <br />0 25 50 100 <br />1" = 50 feet <br />ENGINEER'S STAMP N0. REVISION DESCRIPTION Tm DRAVMG Is NOT APPROVED <br />UM.ESS LAM REVISION IS HAND <br />r <br />ISSUED FOR PERMIT <br />ISSUED FOR CLIENT REVIEW <br />•:�k <br />OD F <br />� W <br />M 9750 0 <br />< H <br />F— > <br />N W <br />W W <br />Z <br />ZI <br />9700 <br />< <br />9650 1 <br />rn rn rn rn O1rn °'rn rnO7 rn <br />31 +00 32 +00 33 +00 34 +00 �. <br />Pennit # M -1980 -244 <br />Amendement No. a March 24,.2000 IfiiiilffPflf111101111111111111111 <br />19522 <br />DATE BY CHKD AP'VD ICC CrIpple Creel: E. Vlctor Cold Krems Company <br />A`T Crervon project <br />A Joint Venture - AngloGold (Colorado) Corp., Manager <br />Tnu <br />pmSE I/ <br />SU.V-AOE WATER UVERSION PLAN MAD PROFLE: SHM-T 2 a= <br />G — DRATN RB DATR FEB. 2000 <br />CHect® TAC JOB NO. 993 -2099 <br />REVEtM JFL Dia"AL N0. D039 <br />AITROV= JFL <br />3/22/00 149114 _ SCAM AS SHOWN DFG M REP <br />2/29/00 RMN' MJ JFL zoo UMON BLVD. , SUIT 800, ]JU=00D, COLORADO 80228 Fm so' 2099DD39 �9 <br />PHONE: (303)980-05 FAR: (303)985-2080 <br />
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