|
COOPS rNMOY COMPAW
<br /> P057_-17/N1N6 CONrOUP MAP
<br /> 0 0 0 PRIOJE•T:COORS MINE RECLAMA IONPANY PLAN
<br /> b o
<br /> f, o PROJECT NO: ENERGY06104 DATE COMPLETED: 1/24/95
<br /> M NC:)
<br /> 11, DESIGNED BY: APPROVED BY:
<br /> II w W w W W DRAWN Y: GSL DWG NAME: 4589EGS
<br /> Ix II REVISION: REVISED BY: AT :
<br /> � Pcnrr i
<br /> o I� RECEN D* Industrial Compliance
<br /> FAQ i i A Subsidiary of SP Environmental Systems, Inc.
<br /> FEB 16 Ciy�i o a
<br /> I I Pennil Number
<br /> Class:.PermitSec ._
<br /> <, �476297 �1I>RIyeNAnl�nw.a+FRc:x�kaGy Clanon Revision
<br /> i Class:0 Revision ,
<br /> 4797.8` D.TI IUU /t1T10A)
<br /> OA licanon Coal onl Cl Bond 0 E nt 0 Inspection
<br /> I \ LEGEND NOTES:
<br /> 4 05.6 WHEN COMPARING THE 1993 BASE ELEVATION MAP WITH THE 1994 BASE ELEVATION MAP, THE GROUND SUTFACE
<br /> ELEVATION CONTOURS DO NOT ALWAYS OVERLAY EACH OTHER IN ARES THAT THEY SHOULD (I.E. WHERE NO EARTHWORK
<br /> 17�it 480 8 7 _ OPERATIONS HAVE TAKEN PLACE DURING THE YEARS TIME) WHEREAS ALL PHYSICAL FEATURES SUCH AS BUILDINGS,\ ��� ROADS, TELEPHONE POLES, FENCES AND SURVEY CONTROL POINYS DEPICTED ON THE 1993 AND THE 1994 MAPS
<br /> EXISTING ROAD (1994) OVERLAY EACH OTHER ALMOST EXACTLY. THE 1993 MAP WAS ORIGINALLY A SURVEY MAP DEVELOPED BY COOPER
<br /> AERIAL SURVEYING AND WAS PROBABLY HAND DRAWN. THIS MAP WAS DIGITIZED, I.E. SCANNED BY A OPTICAL SCANNER
<br /> r 8 AND PUT INTO COMPUTER FORMAT. THE 1994 MAP ALSO DEVELOPED BY COOPER AERIAL SURVEYING WAS ALREADY
<br /> _
<br /> IN DIGITAL FORMAT.
<br /> III r\ 4792.6 _.. ____.. _` - -- SOFTWARE EXPLANATION:
<br /> N 36,000 \47 x4799. N 36,000 EXISTING ROAD (1993) SOFTDESK/ADCADD SOFTWARE CIVIL/SURVEY, EARTHWORKS AND DIGITAL ERRAINE MODELING WERE USED TO COMPARE
<br /> THE 1993 SITE ELEVATION DATA WITH THE 1994 SITE ELEVATION DATA. THIS SOFTWARE PROGRAM FIRST CALCULATES
<br /> CD
<br /> y \ \ THE POSITION AND ELEVATION OF EACH ELEVATION POINT AND POINTS ALONG EACH ELEVATION CONTOUR AND THEN
<br /> 481 Iil \\ GENERATES A COMPUTER MODEL REPRESENTATION OF EACH GROUND SURFACE. THESE COMPUTER-GENERATED
<br /> EXISTING FENCE GROUND SURFACES WERE USED IN PERFORMING VOLUME CALCULATIONS AND CUT/FILL CALCULATIONS. THE AVERAGE
<br /> END
<br /> T/FIAREA
<br /> CALCULATIONS.METHOD
<br /> USED IN ALL VOLUME CALCULATIONS AND THE PRISMORDIAL GRID METHOD WAS USED IN ALL
<br /> 79 0 x
<br /> 4814.0 \ \\ 479 .2 -N- BUILDING
<br /> 4807, / POWER POLE
<br /> 4814.7 \ '"
<br /> x x x NUMBERS IN BLACK INDICATE FILL. ALSO THAT 1994 ELEVATION DATA IS HIGHER THAN PROPSOED FINAL CONTOURS
<br /> 4813.8 4792.1 NUMBERS IN BLUE INDICATE CUT, ALSO THAT 1994 ELEVATION DATA IS LOWER THAN PROPOSED FILL CONTOURS
<br /> �12.U4812.7
<br /> 7 X 799 j LIGHT POLE BASIS
<br /> IS19 4COONTORURON IS AND POINTZED ELEVAIONUR AND DATAA OBTAINNT ED FROMION DATA OBTAINED FROM 1993 COOPER AERIAL SURVEY DATED 10OPER SURVEY
<br /> 1/25/94.
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<br /> x
<br /> 814 0_ EXISTING GROUND CONTOUR (1993)
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<br /> 4809.0
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<br /> 479 ,?,� 1
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