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END
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<br />DISTURBANCE
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<br />AREA OF MODERATE
<br />DISTURBANCE
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<br />U.
<br />AREA OF MINOR
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<br />CONTROL POINT LIS
<br />PT/
<br />NORTHING
<br />EASTING
<br />ELEVATION
<br />DESCRIPTION
<br />1 110
<br />N.10000,00C
<br />E.10000.00
<br />2.6916.0
<br />/3 REBAR
<br />201
<br />N. 9999.72
<br />E.11399.22
<br />1.6824.6
<br />60D NAIL IN PANEL
<br />203
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<br />N. 10039.49
<br />E.13289.18
<br />Z.6220.3
<br />11
<br />205
<br />N. 6810.35
<br />E. 9898.58
<br />Z.7403.5
<br />REBAR W /CAP
<br />206
<br />N. 6786.16
<br />E.11450.52
<br />Z.8818.0
<br />1
<br />_
<br />N. 7097.18
<br />EA 2624.56
<br />Z.661 1.9
<br />REBAR W /CAP
<br />208
<br />N. 4760.57
<br />E.13074.93
<br />Z.6602.2
<br />REBAR W /CAP
<br />209
<br />N. 4627.71
<br />E.14928.36
<br />Z.6127.6
<br />60D NAIL IN PANEL
<br />211
<br />N. 7066.26
<br />E.15110.33
<br />Z.6182.8
<br />600 NAIL IN PANEL
<br />1
<br />212
<br />N. 4580.72
<br />E.11445.387
<br />2.6919.5
<br />600 NAIL IN PANEL
<br />214
<br />N. 4865.02
<br />E. 9773.44
<br />Z.7269.8
<br />60D NAIL IN PANEL
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<br />END
<br />AREA OF MAJOR
<br />DISTURBANCE
<br />Lt
<br />AREA OF MODERATE
<br />DISTURBANCE
<br />J✓
<br />U.
<br />AREA OF MINOR
<br />DISTURBANCE
<br />LU
<br />u
<br />Lam.
<br />w
<br />N
<br />C
<br />� z
<br />a
<br />I
<br />J L
<br />�1 4,11 r
<br />200 100 0 200 400
<br />SCALE: 1"=200'
<br />I
<br />ICE
<br />F
<br />i
<br />CONTROL POINT LIS
<br />PT/
<br />NORTHING
<br />EASTING
<br />ELEVATION
<br />DESCRIPTION
<br />1 110
<br />N.10000,00C
<br />E.10000.00
<br />2.6916.0
<br />/3 REBAR
<br />201
<br />N. 9999.72
<br />E.11399.22
<br />1.6824.6
<br />60D NAIL IN PANEL
<br />203
<br />N.10012.29
<br />E.15216.09
<br />2.6085.3
<br />REBAR W /CAP
<br />204
<br />N. 10039.49
<br />E.13289.18
<br />Z.6220.3
<br />60D NAIL IN PANEL
<br />205
<br />N. 6810.35
<br />E. 9898.58
<br />Z.7403.5
<br />REBAR W /CAP
<br />206
<br />N. 6786.16
<br />E.11450.52
<br />Z.8818.0
<br />600 NAIL IN PANEL
<br />207
<br />N. 7097.18
<br />EA 2624.56
<br />Z.661 1.9
<br />REBAR W /CAP
<br />208
<br />N. 4760.57
<br />E.13074.93
<br />Z.6602.2
<br />REBAR W /CAP
<br />209
<br />N. 4627.71
<br />E.14928.36
<br />Z.6127.6
<br />60D NAIL IN PANEL
<br />211
<br />N. 7066.26
<br />E.15110.33
<br />Z.6182.8
<br />600 NAIL IN PANEL
<br />1
<br />212
<br />N. 4580.72
<br />E.11445.387
<br />2.6919.5
<br />600 NAIL IN PANEL
<br />214
<br />N. 4865.02
<br />E. 9773.44
<br />Z.7269.8
<br />60D NAIL IN PANEL
<br />NOTES:
<br />1. HORIZONTAL COORDINATE DATUM IS BASED UPON PREVIOUS
<br />AERIAL MAPPING CONTROL FOR THIS PROJECT, PERFORMED
<br />BY KUCERA/WEST. INC., AND IS ASSUMED.
<br />2. VERTICAL DATUM IS ALSO SA UPON PREVIOUS AERIAL
<br />1
<br />MAPPING CONTROL FOR THIS PROJECT, PERFORMED BY
<br />KUCERA /WEST, INC. THIS DATUM IS ASSUMED TO BE U.S.G.S
<br />BUT IS NOT CONFIRMED.
<br />3. THIS TOPOGRAPHIC SURVEY DOES NOT ADDRESS UTILITIES
<br />OTHER THAN THOSE VISIBLE FROM AERIAL PHOTOGRAPHY.
<br />4. AERIAL TOPOGRAPHIC MAPPING COMPILED FROM AERIAL
<br />PHOTOGRAPHY DATED APRIL 28, 1993 FOR ENTIRE SITE AND
<br />AUGUST 17, 1994, FOR CENTRAL QUARRY PORTION OF
<br />SITE BY BENCHMARK MAPPING, INC.
<br />5. BASE MAP WAS PROVIDED BY BENCHMARK SURVEYING, LTD.
<br />6. UTILITIES WITHIN 200 FEET OF LIMIT OF DISTURBANCE TO BE
<br />RELOCATED OR LEFT UNAFFECTED BY MWING OPERATION.
<br />7. OVERBURDEN WILL BE TEMPORARILY STOCKPILED IN UNNAMED
<br />DRAINAGE NO. 1 AT THE SOUTHEAST CORNER OF THE
<br />1 CENTRAL PIT. DRAINAGE FROM UNNAMED DRAINAGE NO. 1
<br />WILL BE DIVERTED THROUGH A PIPE OR CHANNEL AROUND,
<br />THROUGH, OR OVER THE OVERBURDEN STOCIOLE.
<br />8. DRAINAGE FROM UNNAMED DRAINAGE NO. 1 ENTERING
<br />THE QUARRY FROM THE WEST WILL BE DIVERTED ALONG
<br />THE BENCH AT ELEV. 6720 TO REENTER THE NATURAL
<br />DRAINAGE TO THE EAST.
<br />RECEIVED
<br />Nnv 14 1994
<br />I
<br />Division DI mwerals & Geology
<br />IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII
<br />HALEY & ALDRICH INC. 0017531
<br />/'« erg
<br />u]k oc Q p-� St ( Geotechnicol Engineers &
<br />Environmental Consultants
<br />TITLE. FIGURE D- 2
<br />EXHIBIT D - PHASE I MINING PLAN Q rn _ bo (L
<br />MORRISON QUARRY Tl 1
<br />CLIENT: PROJECT: FOURTH AMENDMENT AMENDMENT L
<br />COOLEY GRAVEL CO. PERMIT # -
<br />PROJECT NO. SHEET OF REV. DIMMOMN n': DATE'
<br />20200 -001 1
<br />DESIGNED BY: 1 "MALS DATC CHECKED BY ' "R NS DATE
<br />KAP io /si /w KAP
<br />DRAWN BY: v� _"AT APPROVED BY:
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