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REP34026
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REP34026
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Entry Properties
Last modified
8/25/2016 12:10:37 AM
Creation date
11/27/2007 6:43:05 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1980007
IBM Index Class Name
Report
Doc Date
1/1/1980
Doc Name
Proposed Facilities Site Plan Reference Sheet
Permit Index Doc Type
Stability Report
Media Type
M
Archive
No
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I <br />HEfl <br />SEE <br />)I rA01 1 12 <br />t <br />t <br />Or L NU VF <br />SCALE I -200 _ <br />E >rvOER 'OR _NEn_ '.��i' N <br />8610 -/ N \. <br />+ <br />m � <br />w k <br />81 I: <br />I <br />e. <br />l <br />FUTURE WASTE ROCK PILE -- FEE <br />y, <br />�FH FIL <br />G <br />I THE COORDINATE SYSTEM SHOWN HEREIN IS BASED ON THE COLORADO STATE PLANE COORDINATE <br />SYSTEM, CI N IRA I ZONE WHICH WAS ESTABLISHED AT THE SITE BY VT.N. COLORADO, ING IN 19/4 <br />THROUGH 1995 ALL MERRICK SURVEYS WERE BASED ON THE NETWORK ESTABLISHED BY VTN_ <br />2 ALL FI OVATIONS SHOWN HEREIN ARE EITHER ELEVATIONS WHICH WERE SHOWN ON THE MAPPING <br />PREPARED BY JTN COLORADO, INC IN 1975 OR ARE ELEVATIONS DETERMINED BY MERRICK AND <br />COMPANY AHICEi ARE BASED ON VTN S CONTROL NETWORK (WHICH WAS BASED ON J S G S <br />ELEVAT CNS) <br />3 A SOIL TESTING PROGRAM WAS CARRIED OUT BY CHEN A D ASSOCIATES DORING THE SUMMER OF <br />1980 THIS RE PORT IS AVAILABLE FOR REVIEW BY THE CONTRACTOR. THE DEWATERING CONTRACTOR <br />SHALL SATSY HIMSFLF AS TOTHE ACTUAL FIELD CONDITIONS AND SHALL ASSUME FULL RESPONSIBILETI <br />FOR THE USE AND INTERPRETATION OF THE CUT S INFORMATION CONTAINED IN THE REPORT <br />4 POTENTAL LANDSLIDE AREA AN INVESTIGATION OF POSSIBLE LANDSLIDE AREAS AT THE SITE WAS <br />CONDUCTED BY 61 0 HYDRO INC DURING THE SUMMEN OF 1980 THIS REPORT IS AVAILABLE FOR <br />RENEW BY THE DFWATERI✓JG CONTRACTOR. THE CONTRACTOR SHALL SATISFY HIMSELF AS TO THE <br />ACTUAL 9EL0 CONDITIONS AND SHALL ASSUME FULL RESPONSIBILITY FOR THE USE AND INTER <br />PRETATION OF THr DORSET THE PRIME AREA FOR POTENTIAL LANDSLIDES IS IN THE AREA ABOVE <br />THE NATURAL BENCH AT ELEVAI ION 6275 FEET PLUS OR MINUS. IT SHOULD BE NOTED THAT THE <br />WATER CONTEN' IN THE SOIL 15 A PRIMARY FACTOR IN DETERMINING THE PROBABILITY OF LANDAIDE <br />ACTIVITY SFASONAI MOISTURE VARIATIONS SHALL BE CONSIDERED BEFORE WORKING IN THESE AREAS <br />5. FLESH TC COMMENCING WORK ON THE DEWATERING SYSTEM FACILITIES, THE DEWATERING CONTRACTOR <br />SHALL PERFORM NINE (9 IN -PLACE (FIELD) PERMEABILITY TESTS TO DETERMINE IF THE LOCATIONS, <br />SPACING. SLOPES, PAT TERNS OR FLEI ACHES OF THE HORIZONTAL DRAINS SHOULD BE MODIFIED FROM <br />TPOSF SHOWN ON TELL DRAWINGS THIS WORK SHALL BE SUPERVISED AND DIRECTED BY THE OWNER <br />AND A FEPHISFNINIVE TRAM GEO HYDRO CONSULTANTS AT LEAST ONE FIELD PERMEABILITY TEST <br />SHALL BE MADE FOR EVERY 200 LINEAR FEET OF ACCESS ROAD WITHIN THE LANDSLIDE BOUNDARY <br />A TOTAL OF NINE I IF. IT HLRMEABILITY TESTS WILL BE REQUIRED AS A MINIMUM. <br />G WORF ON FAOLITIFS WITTnN THE LANDSLIDE BOUNDARY OTHER THAN THE DEWATERINS SYSTLM <br />FACILITIES SHALL NO' BF COMMENCED UNTIL THE DEWATERING SYSTEM HAS BEEN IN PLACE AND <br />OPERATING WOOLSEY 'OH A PERIOD OF AT LEAST 2 MONTHS. <br />7 THE CONTRACIOR SHAII CONFINE HIS CONSTRUCTION ACTIVITIES TO THE LIMITS SHOWN ON THESE <br />DRAWINGS. HF SHALL NOT ENCROACH ON ANY PROPERTIES OUTSIDE SECTIONS 9 ARE IF AS SHOWN <br />B THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES NEAR THE BEAR MINE WITH <br />MR BIT a BL AR <br />9 THE OFWAILRING CONTRACTOR SHALL COORDINATE [ITS CONSTRUCTION WITH ANY ONGOING OR <br />PROPOSED '_ONSTRUCI ION OF OTHER PAT TIE BEY ASSOCIATED WITH THE MOUNT GUNNISON NO I MME. <br />THIS INCLUDES ITTL STATE HIGHWAY DEPARTMENT BRIDGE CONTRACTOR, EARTHWORK CONTRACTOR, <br />RUSSTAIION CONTRACTOR OR ANY OTHER AFFECTED PARTIES <br />ICI ONLY IN THASF AREAS DIRECTLY RELATED TO THE CONSTRUCTION OF THESE PROPOSED FACILITIES <br />SHALL GROUND COVER BE DISTURBED, DAMAGED OR REMOVED THE CONTRACTOR SHALL LIMIT <br />HIS CONSTRUCTION ACTIVITIES TO THESE AREAS AND SHALL HARM NO PLANT OR ANIMAL LIFE <br />OUTGIDE THESE AREAS. ALL SUCH DISIURBEO AREAS SHALL BE GRADED TO BE FREE DRAINING <br />AND GIVEN A 6 MINIMUM LAYER OF TOPSOIL ANY OTHER AREAS INADVERTENTLY DAMAGED OR <br />DISTURBED SPAT BE RESTORED BY APPLYING TORGOIL AND RESEEDING AT THE CONTRACTORS <br />EXPENSE <br />II THIS S IF PLAN ID l(1 HE USED FOR GENERAL REFERENCE ONLY FOR SPECIFIC INFORMAL ON <br />ON ELEVATIONS, COORDINATES CH FACILITY LOCATIONS REFER TO THE APPROPRIATE DRAWINGS <br />E 1011 <br />'D , mry <br />t <br />;rU ,.N <br />IFI . N <br />o <br />AS INDICATED <br />GENERAL NOTES <br />LEGEND I mill 11111 Hill 111111111111llllll11111 <br />00][687 <br />(� SURVEY CONTROL POINTS <br />Q TEST HOLES <br />GROUND WATER MONITORS RIEZOMFTERS) <br />WASTE ROCK PILE BOUNDARY <br />p LANDSLIDE AREA BOUNDARY <br />Permit Number <br />USES 11Pe i <br />Section /Enhihit <br />Class: Revision ----------------------------------------- ......_ -_ <br />I Type /SeQ: <br />QE: Type: <br />epert O Hydro OGeneral � - -'- - -- - -- <br />DoKc <br />DApplication Coal only) Bond ❑Enforcement ❑Ins -------------------------- - <br />pection <br />PROPOSED FACILITIES 200 <br />SITE PLAN PROJECT NO. <br />REFERENCE SHEET MG -02- <br />EXHIBIT A <br />1 <br />OJ <br />0 <br />�P <br />Y <br />"C' <br />E <br />S <br />zo <br />P <br />w <br />e. <br />l <br />FUTURE WASTE ROCK PILE -- FEE <br />y, <br />�FH FIL <br />G <br />I THE COORDINATE SYSTEM SHOWN HEREIN IS BASED ON THE COLORADO STATE PLANE COORDINATE <br />SYSTEM, CI N IRA I ZONE WHICH WAS ESTABLISHED AT THE SITE BY VT.N. COLORADO, ING IN 19/4 <br />THROUGH 1995 ALL MERRICK SURVEYS WERE BASED ON THE NETWORK ESTABLISHED BY VTN_ <br />2 ALL FI OVATIONS SHOWN HEREIN ARE EITHER ELEVATIONS WHICH WERE SHOWN ON THE MAPPING <br />PREPARED BY JTN COLORADO, INC IN 1975 OR ARE ELEVATIONS DETERMINED BY MERRICK AND <br />COMPANY AHICEi ARE BASED ON VTN S CONTROL NETWORK (WHICH WAS BASED ON J S G S <br />ELEVAT CNS) <br />3 A SOIL TESTING PROGRAM WAS CARRIED OUT BY CHEN A D ASSOCIATES DORING THE SUMMER OF <br />1980 THIS RE PORT IS AVAILABLE FOR REVIEW BY THE CONTRACTOR. THE DEWATERING CONTRACTOR <br />SHALL SATSY HIMSFLF AS TOTHE ACTUAL FIELD CONDITIONS AND SHALL ASSUME FULL RESPONSIBILETI <br />FOR THE USE AND INTERPRETATION OF THE CUT S INFORMATION CONTAINED IN THE REPORT <br />4 POTENTAL LANDSLIDE AREA AN INVESTIGATION OF POSSIBLE LANDSLIDE AREAS AT THE SITE WAS <br />CONDUCTED BY 61 0 HYDRO INC DURING THE SUMMEN OF 1980 THIS REPORT IS AVAILABLE FOR <br />RENEW BY THE DFWATERI✓JG CONTRACTOR. THE CONTRACTOR SHALL SATISFY HIMSELF AS TO THE <br />ACTUAL 9EL0 CONDITIONS AND SHALL ASSUME FULL RESPONSIBILITY FOR THE USE AND INTER <br />PRETATION OF THr DORSET THE PRIME AREA FOR POTENTIAL LANDSLIDES IS IN THE AREA ABOVE <br />THE NATURAL BENCH AT ELEVAI ION 6275 FEET PLUS OR MINUS. IT SHOULD BE NOTED THAT THE <br />WATER CONTEN' IN THE SOIL 15 A PRIMARY FACTOR IN DETERMINING THE PROBABILITY OF LANDAIDE <br />ACTIVITY SFASONAI MOISTURE VARIATIONS SHALL BE CONSIDERED BEFORE WORKING IN THESE AREAS <br />5. FLESH TC COMMENCING WORK ON THE DEWATERING SYSTEM FACILITIES, THE DEWATERING CONTRACTOR <br />SHALL PERFORM NINE (9 IN -PLACE (FIELD) PERMEABILITY TESTS TO DETERMINE IF THE LOCATIONS, <br />SPACING. SLOPES, PAT TERNS OR FLEI ACHES OF THE HORIZONTAL DRAINS SHOULD BE MODIFIED FROM <br />TPOSF SHOWN ON TELL DRAWINGS THIS WORK SHALL BE SUPERVISED AND DIRECTED BY THE OWNER <br />AND A FEPHISFNINIVE TRAM GEO HYDRO CONSULTANTS AT LEAST ONE FIELD PERMEABILITY TEST <br />SHALL BE MADE FOR EVERY 200 LINEAR FEET OF ACCESS ROAD WITHIN THE LANDSLIDE BOUNDARY <br />A TOTAL OF NINE I IF. IT HLRMEABILITY TESTS WILL BE REQUIRED AS A MINIMUM. <br />G WORF ON FAOLITIFS WITTnN THE LANDSLIDE BOUNDARY OTHER THAN THE DEWATERINS SYSTLM <br />FACILITIES SHALL NO' BF COMMENCED UNTIL THE DEWATERING SYSTEM HAS BEEN IN PLACE AND <br />OPERATING WOOLSEY 'OH A PERIOD OF AT LEAST 2 MONTHS. <br />7 THE CONTRACIOR SHAII CONFINE HIS CONSTRUCTION ACTIVITIES TO THE LIMITS SHOWN ON THESE <br />DRAWINGS. HF SHALL NOT ENCROACH ON ANY PROPERTIES OUTSIDE SECTIONS 9 ARE IF AS SHOWN <br />B THE CONTRACTOR SHALL COORDINATE ALL CONSTRUCTION ACTIVITIES NEAR THE BEAR MINE WITH <br />MR BIT a BL AR <br />9 THE OFWAILRING CONTRACTOR SHALL COORDINATE [ITS CONSTRUCTION WITH ANY ONGOING OR <br />PROPOSED '_ONSTRUCI ION OF OTHER PAT TIE BEY ASSOCIATED WITH THE MOUNT GUNNISON NO I MME. <br />THIS INCLUDES ITTL STATE HIGHWAY DEPARTMENT BRIDGE CONTRACTOR, EARTHWORK CONTRACTOR, <br />RUSSTAIION CONTRACTOR OR ANY OTHER AFFECTED PARTIES <br />ICI ONLY IN THASF AREAS DIRECTLY RELATED TO THE CONSTRUCTION OF THESE PROPOSED FACILITIES <br />SHALL GROUND COVER BE DISTURBED, DAMAGED OR REMOVED THE CONTRACTOR SHALL LIMIT <br />HIS CONSTRUCTION ACTIVITIES TO THESE AREAS AND SHALL HARM NO PLANT OR ANIMAL LIFE <br />OUTGIDE THESE AREAS. ALL SUCH DISIURBEO AREAS SHALL BE GRADED TO BE FREE DRAINING <br />AND GIVEN A 6 MINIMUM LAYER OF TOPSOIL ANY OTHER AREAS INADVERTENTLY DAMAGED OR <br />DISTURBED SPAT BE RESTORED BY APPLYING TORGOIL AND RESEEDING AT THE CONTRACTORS <br />EXPENSE <br />II THIS S IF PLAN ID l(1 HE USED FOR GENERAL REFERENCE ONLY FOR SPECIFIC INFORMAL ON <br />ON ELEVATIONS, COORDINATES CH FACILITY LOCATIONS REFER TO THE APPROPRIATE DRAWINGS <br />E 1011 <br />'D , mry <br />t <br />;rU ,.N <br />IFI . N <br />o <br />AS INDICATED <br />GENERAL NOTES <br />LEGEND I mill 11111 Hill 111111111111llllll11111 <br />00][687 <br />(� SURVEY CONTROL POINTS <br />Q TEST HOLES <br />GROUND WATER MONITORS RIEZOMFTERS) <br />WASTE ROCK PILE BOUNDARY <br />p LANDSLIDE AREA BOUNDARY <br />Permit Number <br />USES 11Pe i <br />Section /Enhihit <br />Class: Revision ----------------------------------------- ......_ -_ <br />I Type /SeQ: <br />QE: Type: <br />epert O Hydro OGeneral � - -'- - -- - -- <br />DoKc <br />DApplication Coal only) Bond ❑Enforcement ❑Ins -------------------------- - <br />pection <br />PROPOSED FACILITIES 200 <br />SITE PLAN PROJECT NO. <br />REFERENCE SHEET MG -02- <br />EXHIBIT A <br />
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