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J <br />W <br />m <br />I <br />0 <br />y <br />;U v <br />v <br />y rn <br />s= <br />r <br />°a c m <br />N � N <br />N a <br />N ° on <br />j x 0 0 <br />�NOa <br />N N O <br />NO O N <br />M1 O_n <br />00_ °'o <br />z n <br />u <br />Eve <br />Ezv°o°- <br />z—Da <br />J 3 9 <br />80 mil OR 100 mil <br />TEXTURED (TEXTURE <br />FACE DOWN) LLDPE <br />GEOMEMBRANE <br />2' MIN. <br />DRAIN COVER FILL <br />1' MIN. <br />SOIL LINER FILL <br />80 mil OR 100 mil <br />TEXTURED (TEXTURE <br />FACE DOWN) LLDPE <br />GEOMEMBRANE <br />2' MIN. <br />DRAIN COVER FILL <br />1' MIN. <br />SOIL LINER FILL <br />3' MIN. <br />1 <br />• <br />DRAIN COVER FILL TO BE <br />PLACED OVER GEOMEMBRANE <br />COMPACT SOIL LINER FILL OR OTHER <br />FILL APPROVED BY ENGINEER TO <br />BACKFILL ANCHOR TRENCH <br />GRADE <br />2' MIN. <br />DRAIN COVER FILL TO BE <br />PLACED OVER GEOMEMBRANE <br />COMPACT SOIL LINER FILL OR OTHER <br />FILL APPROVED BY ENGINEER TO <br />BACKFILL ANCHOR TRENCH <br />GRADE <br />ORE STORAGE AREA ANCHOR TRENCH DETAIL <br />NOT TO SCALE <br />NOTES <br />1. GEOMEMBRANE MAY CONSIST OF 80 MIL OR 100 MIL SINGLE -SIDED TEXTURED <br />(TEXTURE FACE DOWN) OR DOUBLE -SIDED TEXTURED GEOMEMBRANE. <br />2. SOLUTION COLLECTION PIPING IS NOT REQUIRED FOR THE MODIFIED VLF AREA. <br />IF DESIRED, 4" DIAMETER PCPE HIGHWAY GRADE SOLUTION COLLECTION PIPE MAY <br />BE PLACED AT MINIMUM 75 FEET ON CENTER. <br />3. REFER TO PROJECT SPECIFICATIONS REGARDING MINIMUM DRAIN COVER FILL <br />DEPTHS FOR WORKING OVER GEOSYNTHETICS AND PIPING WITH RUBBER TIRE AND <br />TRACK MOUNTED EQUIPMENT. <br />4. MAINTAIN A MINIMUM OF 1' OF SOIL LINER FILL AT TOP OF ANCHOR TRENCH. <br />ENGINEER'S STAMP <br />REFERENCE DRAWINGS <br />REMOVE DRAIN COVER FILL <br />FOR GEOMEMBRANE CONNECTION <br />EXTRUSION WELD <br />- - -__ NEW 80 mil OR 100 mil <br />TEXTURED (TEXTURE <br />FACE DOWN) LLDPE <br />MIN . GEOMEMBRANE <br />3' <br />MIN. <br />NEW VLF LINER SYSTEM <br />2, SEE DETAIL 4 <br />EXISTING LLDPE MIN. e <br />GEOMEMBRANE BACKFILL (SEE NOTE 4) <br />2 \ PHASED LINER CONNECTION SECTION <br />80 mil OR 100 mil <br />TEXTURED (TEXTURE <br />FACE DOWN) LLDPE <br />GEOMEMBRANE <br />PREPARED FOUN <br />SURFACE FOR SV� <br />LINER FILL <br />NOT TO SCALE <br />2' MIN. DRAIN <br />COVER FILL <br />1' MIN. SOIL <br />LINER FILL <br />ORE STORAGE AREA LINER DETAIL <br />�(i]■�;7a�9[eP. ■e]X.Yy:71a1NP►I <br />ISSUED FOR CLIENT REVIEW <br />ISSUED FOR CLIENT REVIEW <br />NOT TO SCALE <br />THIS DRAWING IS NOT APPROVED <br />UNLESS LAST REVISION IS HAND WRITTEN <br />DATE <br />8/23/04 <br />07/29/04 <br />IaK 7:I:!i7I_LY�111 <br />RLB I KFM I JFL <br />DATE <br />FOR <br />REVISED <br />CLIENT <br />FIELD <br />1.5 <br />1 <br />2.5 <br />EXISTING ACCESS <br />PRINT ISSUE RECORD <br />TYPICAL EXTERIOR ANCHOR TRENCH DETAIL <br />NOT TO SCALE <br />PROJECT <br />mil OR 100 mil <br />XTURED (TEXTURE <br />kCE DOWN) LLDPE <br />OMEMBRANE <br />2' MIN. DRAIN <br />COVER FILL <br />1' MIN. SOIL <br />IF LINER FILL <br />RECE��r <br />SEP 16 2: :4 <br />Division st)WOerels and tie <br />Cripple Creek & Victor Gold Mining Company <br />p Cresson Project <br />OL A Joint Venture — AngloGold (Colorado) Corp., Manager <br />TITLE <br />i <br />� o <br />0 Q.. <br />UHF <br />� 3 <br />n <br />ci <br />&y? <br />#_ C N <br />Z <br />E E d <br />m o <br />avu-0 <br />MODIFIED AMENDMENT 7 VLF BOUNDARY <br />LINER DETAILS <br />Denver, Colorado <br />PROJECT No. 043 -2251 <br />FILE No. 0432251AO01 <br />DESIGN <br />KFM <br />7/19/04 <br />SCALE AS SHOWN <br />I REV. B <br />CADD <br />RLB <br />7/19/04 <br />DRAWING 3 <br />CHECK <br />MRJ <br />7/19/04 <br />REVIEW <br />KFM <br />7/19/04 <br />a� <br />� N <br />(a <br />U <br />o a- <br />0 G) <br />