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2019-09-30_REVISION - M1980244 (5)
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2019-09-30_REVISION - M1980244 (5)
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Last modified
1/6/2025 4:56:59 AM
Creation date
10/8/2019 1:02:33 PM
Metadata
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Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
Revision
Doc Date
9/30/2019
Doc Name
Request for Technical Revision
From
CC&V
To
DRMS
Type & Sequence
TR118
Email Name
TC1
Media Type
D
Archive
No
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1 <br /> FUSION OR <br /> EXTRUSION WELD <br /> 2' MIN (SEE NOTE 2) 80 mil DOUBLE SIDED <br /> REMOVE DRAIN COVER FILL 1' OUBLE SIDED <br /> (SEE NOTE 2) TEXTURED LLDPE GEOMEMBRANE <br /> FOR GEOMEMBRANE CONNECTION TEXTURED LLDPE SIDED <br /> BRANE <br /> 2' EXISTING DRAIN 2' MINIMUM DRAIN <br /> 2' MINIMUM DRAIN <br /> COVER FILL COVER FILL <br /> °o o°o a� o°o 0 0 0°o c COVER FILL <br /> 1' EXISTING S01 1' MINIMUM SOIL <br /> 1' MINIMUM SOIL <br /> LINER FILL ` LINER FILL LINER FILL <br /> PREPARED SUBGRADE <br /> / i' MINIMUM SOIL LINER FILLCUT EXISTING GEOMEMBRANE <br /> EXISTING LLDPE <br /> GEOMEMBRANE (SEE NOTE 2) <br /> EXISTING ANCHOR TRENCH <br /> D A44 PHASED LINER CONNECTION SECTION A40 A44 TYPICAL PAD SECTION <br /> 15' PERIMETER ACCESS ROAD <br /> 2' MINIMUM DRAIN (RESTRICTED FOR CONSTRUCTION ACCESS ONLY) <br /> COVER FILL 2' 2' MINIMUM DRAIN COVER FILL TO BE <br /> 80 mil DOUBLE SIDED TEXTURED CONDITIONS IN CUT PLACED OVER GEOMEMBRANE <br /> LLDPE GEOM MBRANE 80 mil DOUBLE SIDED BACKFILKFILL (SEE NOTE 1) <br /> TEXTURED LLDPE GEOMEMBRANE <br /> 1' MINIMUM1.5 <br /> / <br /> Y� \ <br /> I 2 <br /> V MINIMUM SOIL\ / ROADSIDE "V" <br /> LINER FILL \L DITCH IN CUT L <br /> 3' MINIMUM <br /> PREPARED SUBGRADE � 1' MINIMUM SOIL A6O � LINER FILL I <br /> 1 2' MINIMUM <br /> CONDITIONS IN FILL �F F F EDGE OF LINER TERMINATION ALONG (�6\1TYPICAL ANCHOR TRENCH <br /> 0 <br /> A40 A43 A44 EXI <br /> STING PERIMETER ACCESS ROAD A60 A82 <br /> 15' ACCESS ROAD <br /> N (RESTRICTED FOR CONSTRUCTION ACCESS ONLY) <br /> 2' MINIMUM DRAIN <br /> COVER FILL <br /> 0 <br /> 0 <br /> N <br /> O <br /> ' EXISTING GROUND O �G <br /> / � I <br /> NOTES' <br /> 1. COMPACTED SOIL LINER FILL OR OTHER FILL APPROVED BY THE MANAGER PREPARED SUBGRADE —� <br /> TO BACKFILL ANCHOR TRENCH. ANCHOR TRENCHES INTERNAL TO THE VLF A60 O <br /> WILL BE BACKFILLED WITH SOIL LINER FILL FOR THE UPPER 1FT (MIN). \1' MINIMUM SOIL LINER FILL 37571 <br /> 2. WHEN THE CONTRACTOR TIES THE PROPOSED 80 mil DOUBLE SIDED 80 mil DOUBLE SIDEDI "9R•� <br /> TEXTURED LLDPE GEOMEMBRANE INTO THE EXISTING GEOMEMBRANE, THE TEXTURED LLDPE GEOMEMBRANE <br /> FOLLOWING STEPS SHOULD BE TAKEN: <br /> 2.1. THE EXISTING DRAIN COVER FILL SHALL BE CARFULLY REMOVED C7 <br /> EXPOSING A 2' MINIMUM OF THE EXISTING GEOMEMBRANE LINER G TEMPORARY PHASE 2A PERIMETER S�ONAL� <br /> MEASURED FROM THE EDGE OF THE ANCHOR TRENCH. <br /> 2.2. CUT THE EXISTING GEOMEMBRANE LINER AT THE TOP OF THE ANCHOR A40 ANCHOR TRENCH SECTION <br /> s <br /> 2.3. BASED ON FIELD CONDITIONS, FUSION OR EXTRUSION WELD THE TWO <br /> GEOEMBRANE TOGETHER. 1 APPROVED Br: DISCLAIMER O� ' cuENr CRIPPLE CREEK & VICTOR <br /> 3. REFER TO PROD CT PECI CATI NS REGARDING MINIMUM DRAIN COVER FlLL JNM NEWRELOS PRODUCED THE INFORMATION PRESENTED . ewFlelds GOLD MINING COMPANY <br /> p CHECKED BY: ON THIS DRAWING THROUGH THE USE OF AVAILABLE PROJECT <br /> DEPTHS FOR WORKING OVER GEOSYNTHETICS AND PIPING WITH RUBBER TIRE JNM TECHNICAL INFORMATION AND EXPERIENCE. SQUAW GULCH VLF PHASE 2 <br /> OR TRACK MOUNTED EQUIPMENT. RECEIVING THIS DRAWING DOES NOT GUARANTEE ANY <br /> u ED�A <br /> RE-tssuen FOR coxsrRucnox JEP JN DESIGNED er: RIGHTS TO EITHER SUCH TECHNICAL INFORMATION OR <br /> JHP EXPERIENCE. ANY MODIFICATION OR ADAPTATION OF TITLE FlIENAME <br /> o THE DATA OR DRAWING SHALL BE AT USER'S RISK VALLEY LEACH FACILITY SECTIONS 0706.027.006D <br /> a ISSUED FOR CONBTRUCfION : . ��Em AND WITHOUT ANY LIABILITY OR LEGAL DRAWING N0. REVISION <br /> / DESCRIPTION TECH ENG JHP RESPONSIBILITY TO NEWFlELDS. AND DETAILS SHEET I OF 2 A60 1 <br /> a <br />
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