c
<br />0
<br />u
<br />C
<br />-- - - - - -- � - -_ -- --98.5 i
<br />825
<br />�- - - —
<br />y ,
<br />'_-'-
<br />..` -. _ _. - 'tee-. \may `e. _,,,,_. -.,,` .. a -. __ - ..- r..n.,......,.,,._„ ..�-!/ .,,_ -.. -. - ° -v^�•` .. �c _ l/ l.l� i_ -�- %-
<br />r _ _
<br />•.. ,.F�, - ••-,,. \ � � - °�— •gam. ---��. _. — — __.__._.�,...>�= ,..��,.` _ -.. �• ,,. ,,,. r'- • /i%J-
<br />.,.__
<br />1 ` tin
<br />320
<br />,•saw. -- -`_ -,� _. _�_ _... _..�-- ,.v. - =� _ _ -.. ..
<br />� ELEV. 9770 -_ :
<br />1
<br />r
<br />G 0
<br />00� .
<br />r IL
<br />i
<br />X
<br />Z Vol
<br />`A325
<br />2r -
<br />/ o +p
<br />® +© J
<br />A.. p H
<br />0
<br />A 35
<br />A33,
<br />00
<br />x - \\ 3*
<br />- -- \ - -
<br />25+ p 26 +00 A335
<br />9775
<br />9770 A315 0 ` \ � � � f f
<br />co
<br />ss '-
<br />1
<br />w a
<br />ELEV. ,
<br />®
<br />_
<br />,
<br />I r
<br />r
<br />A3
<br />i/ 1F � ^
<br />0 2 +00 r
<br />3+ �
<br />Ll l '
<br />I ,
<br />r �,-
<br />_
<br />- - -- -_ - U ND E ROA INVER T
<br />ELEV. 9775 E LEVATION
<br />—fir • � ,
<br />�
<br />9625 '
<br />f -
<br />f
<br />` / ✓
<br />�
<br />_
<br />-
<br />-
<br />I PHASE 11/a EXISTING
<br />- r ✓ _ � _ � � LINER BOUNDARY
<br />ter• :r�.,�� _ ` ( y -• ._ t , `
<br />ELEV. 9770,
<br />,
<br />ARN//
<br />�I
<br />100 0 100 200 FEET
<br />OMNI
<br />EXISTING UNIMPROVED ROAD /TRAILS
<br />EXISTING IMPROVED ROADWAYS
<br />�- - — EXISTING DRAINAGES
<br />,.f�-- ��••+"' CERTIFICATION BOUNDARY LIMIT
<br />NOTES:
<br />1. THE GEOMEMBRANE LINERS ON THE PSSA EMBANKMENT ARE AS FOLLOWS:
<br />100 mil DOUBLE SIDED TEXTURED LLDPE TOP AND BOTTOM
<br />2. THE GEOMEMBRANE LINERS INSIDE THE PSSA ARE AS FOLLOWS:
<br />100 mil SMOOTH LLDPE ON TOP
<br />100 mil SINGLE SIDED TEXTURED (TEXTURED SIDE DOWN) LLDPE ON THE BOTTOM
<br />CLIENT CRIPPLE CREEK & VICTOR
<br />4 11/15/10 ISSUED FOR RECORD OF CONSTRUCTION JFL JNM PROJECT GOLD MINING COMPANY
<br />3 5/7/10 RE— ISSUED FOR CONSTRUCTION JNM JNM PHASE 5 VLF
<br />2 4/23/10 RE— ISSUED FOR CONSTRUCTION JNM TITLE
<br />R PSSA LAYOUT
<br />1 8/08/09 RE— ISSUED FOR CONSTRUCTION DTW MJ
<br />JNM AND DETAILS
<br />0 9/15/08 ISSUED FOR CONSTRUCTION JNM
<br />JLW
<br />DISCLAIMER
<br />AMEC EARTH AND ENVIRONMENTAL PRODUCED THE INFORMATION PRESENTED ON
<br />THIS DRAWING THROUGH THE USE OF TECHNICAL INFORMATION AND PRACTICAL
<br />EXPERIENCE SPECIFIC TO ITS EFFORTS. RECEIVING THIS DRAWING DOES NOT
<br />GUARANTEE ANY RIGHTS TO SUCH TECHNICAL INFORMATION AND PRACTICAL
<br />EXPERIENCE. ANY ALTERATION OR ADAPTATION OF THE DATA OR CONTENTS OF EARTH AND ENVIRONMENTAL
<br />THIS DRAWING SHALL BE AT USER'S SOLE RISK AND WITHOUT ANY LIABILITY OR
<br />LEGAL RESPONSIBILITY TO AMEC EARTH AND ENVIRONMENTAL
<br />DESIGNED BY JNM CHECKED BY DTW
<br />DRAWN BY JLW APPROVED BY JFL
<br />FILENAME RAWING No REV
<br />1125M138 A300 4
<br />i ill 1.
<br />�G✓ d ��rAS RE I_� _�J r � l'�G
<br />'r`,
<br />URA_ iGHT WEST SURVEYING 11'N'
<br />PHASE 5,
<br />_
<br />— ,
<br />� - '-
<br />LEGEND:
<br />_.___...___ - =�
<br />Yom`."
<br />EXISTING GROUND SURFACE CONTOUR AND EL, FEET
<br />---�
<br />FINISHED GRADE GROUND SURFACE CONTOUR AND EL, FEET
<br />_
<br />FUTURE FINAL GRADE GROUND SURFACE CONTOUR AND EL, FEET
<br />U
<br />LIMITS OF PSSA EMBANKMENT
<br />I
<br />LIMITS OF PSSA
<br />CENTERLINE OF PROPOSED 80' WIDE HAUL ROAD
<br />s^ --- --�'
<br />PRIMARY UNDERDRAIN PIPE
<br />-- �°
<br />SECONDARY UNDERDRAIN PIPE
<br />�I
<br />100 0 100 200 FEET
<br />OMNI
<br />EXISTING UNIMPROVED ROAD /TRAILS
<br />EXISTING IMPROVED ROADWAYS
<br />�- - — EXISTING DRAINAGES
<br />,.f�-- ��••+"' CERTIFICATION BOUNDARY LIMIT
<br />NOTES:
<br />1. THE GEOMEMBRANE LINERS ON THE PSSA EMBANKMENT ARE AS FOLLOWS:
<br />100 mil DOUBLE SIDED TEXTURED LLDPE TOP AND BOTTOM
<br />2. THE GEOMEMBRANE LINERS INSIDE THE PSSA ARE AS FOLLOWS:
<br />100 mil SMOOTH LLDPE ON TOP
<br />100 mil SINGLE SIDED TEXTURED (TEXTURED SIDE DOWN) LLDPE ON THE BOTTOM
<br />CLIENT CRIPPLE CREEK & VICTOR
<br />4 11/15/10 ISSUED FOR RECORD OF CONSTRUCTION JFL JNM PROJECT GOLD MINING COMPANY
<br />3 5/7/10 RE— ISSUED FOR CONSTRUCTION JNM JNM PHASE 5 VLF
<br />2 4/23/10 RE— ISSUED FOR CONSTRUCTION JNM TITLE
<br />R PSSA LAYOUT
<br />1 8/08/09 RE— ISSUED FOR CONSTRUCTION DTW MJ
<br />JNM AND DETAILS
<br />0 9/15/08 ISSUED FOR CONSTRUCTION JNM
<br />JLW
<br />DISCLAIMER
<br />AMEC EARTH AND ENVIRONMENTAL PRODUCED THE INFORMATION PRESENTED ON
<br />THIS DRAWING THROUGH THE USE OF TECHNICAL INFORMATION AND PRACTICAL
<br />EXPERIENCE SPECIFIC TO ITS EFFORTS. RECEIVING THIS DRAWING DOES NOT
<br />GUARANTEE ANY RIGHTS TO SUCH TECHNICAL INFORMATION AND PRACTICAL
<br />EXPERIENCE. ANY ALTERATION OR ADAPTATION OF THE DATA OR CONTENTS OF EARTH AND ENVIRONMENTAL
<br />THIS DRAWING SHALL BE AT USER'S SOLE RISK AND WITHOUT ANY LIABILITY OR
<br />LEGAL RESPONSIBILITY TO AMEC EARTH AND ENVIRONMENTAL
<br />DESIGNED BY JNM CHECKED BY DTW
<br />DRAWN BY JLW APPROVED BY JFL
<br />FILENAME RAWING No REV
<br />1125M138 A300 4
<br />
|