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2012-08-21_REVISION - M1980244 (22)
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2012-08-21_REVISION - M1980244 (22)
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Entry Properties
Last modified
8/24/2016 5:05:38 PM
Creation date
8/23/2012 8:20:17 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
Revision
Doc Date
8/21/2012
Doc Name
OVERBURDEN STORAGE AREA SECTIONS & DETAILS
From
CC&V
To
DRMS
Type & Sequence
AM10
Email Name
TC1
Media Type
M
Archive
No
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12 <br />PERIMETER ROAD <br />20' MINIMUM <br />- 10.0' 1 <br />.I: i�Ai A ,k•F ,i 4 - i vy, . <br />PROFILE /ALIGNMENT OVERBURDEN MATERIAL <br />REFERENCE <br />POINT <br />N1 Y N1 TYPICAL ROAD <br />.400 A430 BURIED GEOMEMBRANE <br />NTS <br />PERIMETER ROAD <br />15' MINIMUM <br />- PREPARED <br />SUBGRADE <br />FUTURE 1' MINIMUM <br />SOIL LINER FILL <br />FUTURE 80 mil <br />LLDPE GEOMEMBRANE <br />ALIGNMENT <br />REFERENCE <br />POINT <br />P TYPICAL CONSTRUCTION ROAD <br />X400' FUTURE GEOMEMBRANE LINED <br />NTS <br />FUTURE 2' <br />MINIMUM DRAIN <br />COVER FILL <br />REEERENC -: <br />EXISFING'POUND CREATED BY COMBINING THE FOLLOWING FILES <br />RE<. P 1RF S (3I -.l UL ' -YING, <br />11 CH BASE .. - PHASE 1 - REVISED.DWG <br />PC'H 14_ <br />HASF - PHASE 2.DWG <br />as <br />PHASE 3.DWG <br />' -2J -7Q NORFH AREA.DWG <br />-, 1 SOUTH A.REA.DWG <br />- 05- 11.DWG <br />C'PO MILE LIMFFS,DWG <br />(RECV MAY 2Ei, 2010 FROM CI-&V) <br />\-FUTURE 1' MINIMUM <br />SOIL LINER FILL <br />FUTURE 80 mil <br />LLDPE GEOMEMBRANE <br />PERIMETER ROAD <br />15' MINIMUM <br />7.5' <br />2.0' <br />/f. <br />MILL PLATFORM <br />ALIGNMENT �' r <br />REFERENCE <br />POINT <br />6 <br />32 <br />TYPICAL NORTH PERIMETER ROAD <br />NTS <br />NOTES: <br />1. COMPACTED SOIL LINER FILL OR OTHER FILL APPROVED BY <br />THE MANAGER TO BACKFILL ANCHOR TRENCH. ANCHOR <br />TRENCHES INTERNAL TO THE VLF WILL BE BACKFILLED WITH <br />SOIL LINER FILL FOR THE UPPER 1 FT (MIN.). <br />2. REFER TO PROJECT SPECIFICATIONS REGARDING MINIMUM DRAIN <br />COVER FILL DEPTHS FOR WORKING OVER GEOSYNTHETICS AND <br />PIPING WITH RUBBER TIRE OR TRACK MOUNTED EQUIPMENT. <br />PREPARED <br />SUBGRADE <br />1' MINIMUM SOIL <br />LINER FILL <br />i. <br />PERIMETER ROAD <br />20' MINIMUM <br />10.0' <br />i. AY <br />I I tlJ <br />PROFILE /ALIGNMENT <br />REFERENCE <br />POINT <br />N2 N2 TYPICAL ROAD <br />A4`00 A430 NTS <br />PERIMETER ROAD <br />15' MINIMUM <br />2 <br />1 1; <br />OVERBURDEN MATERIAL <br />7.5' 2 <br />1� <br />2 <br />PROFILE /ALIGNMENT <br />REFERENCE OVERBURDEN MATERIAL <br />POINT <br />80 mil LLDPE <br />GEOMEMBRANE <br />1' MINIMUM SOIL <br />LINER FILL <br />TYPICAL CONSTRUCTION ROAD <br />,400` NO BURIED GEOMEMBRANE <br />NTS <br />PROJECT <br />MILL SITE EARTHWORKS <br />OVERBURDEN STORAGE AREA <br />SECTIONS AND DETAILS <br />3. HAUL ROAD WIDTH IS 80ft AND CONSTRUCTION BENCH WIDTH 1 0 18/16/121 ISSUED FOR CONSTRUCTION I�MT I <br />IS 15FT. DISCLAIMER <br />dMbi�, IDESIGNED BY I CMT I CHECKED BY I JNM <br />4. BEFORE TRAFFIC CAN ACCESS THE HAUL ROAD, ORE WILL BE <br />AMEC PRODUCED THE INFORMATION PRESENTED ON THIS DRAWING THROUGH THE <br />PLACED ABOVE THE DRAIN COVER FILL TO A MINIMUM <br />USE OF TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE SPECIFIC TO ITS <br />DRAWN BY <br />CMT <br />APPROVED BY <br />JNM <br />EFFORTS. RECEIVING THIS DRAWING DOES NOT GUARANTEE ANY RIGHTS TO SUCH <br />THICKNESS AS REQUIRED BY THE VEHICLE TYPE. <br />TECHNICAL INFORMATION AND PRACTICAL EXPERIENCE. ANY ALTERATION OR <br />Me& <br />FILENAME <br />DRAWING No <br />REV <br />THIS DWING SHALL BE AT U <br />SOLE RISK N AND WITHOUT A ANY LIABILTY OR F LEGAL R SPONSIBILITY TO AMECSER'S <br />74201125GP04 <br />I A425 <br />0 <br />
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