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AMENDMENT 8 VLF BOUNDARY �Q 0 oQ 'U tD � 0 Q r. EXISTING 1 _ DRAINAGE MODIFIE j AMENDMENT 7 i VLF BOUNDARY i I 1 v LIN R RI 3 ,68 SI 1 I ANCHOR TRENCH \ 3 -� i" i i' a O > s= 8 e 0 gtm� u 0 n�a N � N 1 :x v �8 NO .O 1 in .- N M O O pE QN __:� =R Z .. n 0 E20 Ezoao z °_tea AREA APPROVED IN_/ AMENDMENT 7 (SUBJECT OF TR44) i I � � r � � r T 1 EXISTING LEAK ' 1 DETECTION SUMPS - (TO REMAIN) I � ► p i EXISTING BOLRDS- I o (TO REMAIN) TO EXISTING L DIVERSION CHANNEL - --,.-/ � N I L I / x� EXISTING EDGE OF LINER EXISTING (PHASE III) VLF / ,4 \LINER SYSTEM 3 TYP. / EXISTING EDGE OF LINER ♦ ♦ A = // .FT. AREA APPROVED FOR CONSTRUCTION IN AMENDMENT 8 O �V EXISTING PHASE IQ VLF -EXISTING EDGE OF LINER J J i 50 0 50 100 1' = 50' Feet 1 LINER EXPANSION PLAN VIEW 't SCALE: 1"=50' ENGINEER'S STAMP I REFERENCE DRAWINGS EXISTING DRAINAGE EXISTING GRADE- EXISTING ACCESS ROAD w9430 9430 w 9420 11 9420 29410 - _J_ - -- 94102 9400 94000 9390 EXISTING 9390 w9380 VLF LINER 9380 w 93700 20 40 60 80 100 120 140 9370 OFFSET - FEET A STATION 0 +00 'Z SCALE: 1"=50' HORIZONTAL SCALE 50 0 50 1" = 50' Feet VERTICAL SCALE 50 0 50 1" = 50' Feet - EXISTING GRADE EXISTING DRAINAGE �9470, EXISTING ACCESS ROAD 9470 9460 80mil OR 100mil 9460 9450 LLDPE LINER 945 J 9440 9440 19430 9430 09420 3 94200 9410 94109 UJ 9400 ' 9400 9390 EXISTING VLF LINER 9390 93800 20 40 60 80 100 120 140 160 180 200 220 240 260 280 9380 OFFSET - FEET D STATION 3 +00 '2 SCALE: 1"=50' - EXISTING DRAINAGE EXISTING GRADE EXISTING ACCESS ROAD 9500 -_ - _ 9490 \ 80m11 OR 100mi1 9490 w9480 - - - LLDPE UktRR 9480 J 19470 9470 1 z 9460 9460 z 9450 3 94500 R w 9440 9440 w9430 EXISTING VLF LINER 9430 w 94200 20 40 60 80 100 120 140 160 180 9420 OFFSET - FEET G STATION 6 +00 2 SCALE: 1"=50' LEGEND PROPOSED LINED AREA EXISTING GROUND SURFACE ELEVATON CONTOUR AS -BUILT LINER ELEVATION CONTOUR 415 REGRADED SURFACE CONTOUR (TOP OF SOIL LINER FILL) 95 -- -- •- •- •- • -• - -- MODIFIED AMENDMENT 7 VLF BOUNDARY NO. I REVISION DESCRIPTION ISSUED FOR CLIENT REVIEW ISSUED FOR CLIENT REVIEW 4 4 EXISTING DRAINAGE LEAK DETECTION SUMP OFFSET - FEET B STATION 1 +00 '1 SCALE: 1"=50' - EXISTING GRADE KFM a GRADE EXISTING EXISTING DRAINAGE CADD 9470 7/27/04 EXISTING ACCESS ROAD 9470 9450 /-EXISTING ACCESS ROAD 9450 w9440 1 -- / -80mil OR 100mil 1 LLDPE 11_INI -R 9440t` 1 9430 / 80mil OR 100mil g430w 1 \\ LLDPE LINER 94200 9420 4`3 9420 o9410 1 94100 a 9400 -' EXISTING VLF LINER-/ 9400 a 9390 3 120 140 160 180 200 220 9390 UJ 93800 EXISTING VLF LINER 9380 20 40 60 80 100 120 140 160 180 OFFSET - FEET B STATION 1 +00 '1 SCALE: 1"=50' THIS DRAWING IS NOT APPROVED DATE BY CHKD AP'VD UNLESS LAST REVISION IS HAND WRITTEN 8/23/04 07/29/041 RLB I KFM I JFL E STATION 4 +00 '1 SCALE: 1"=50' EXISTING EXISTING DRAINAGE GRADE [EXISTING ACCESS ROAD W,9510\ r -80mil OR 100mil 9510w U_ 9500 LLDPE LINER 9500 4. 19490 _ 9490 I 0 9480 9480 0 F 9470 3 9470a 9460 EXISTING VLF LINER 9460 w 94500 20 40 60 80 100 120 140 160 180 94501 OFFSET - FEET DATE FOR REVISED CLIENT FIELD H STATION 7 +00 2 SCALE: 1"=50' NOTES 1. AS BUILT LINER TOPOGRAPHY FOR PHASE III PROVIDED BY AMES CONSTRUCTION. 2. TOPOGRAPHY OUTSIDE EXISTING OSA PROVIDED BY CC &V. 3. FIELD FITTING MAY BE REQUIRED TO LIMIT CUT AND FILL BASED ON EXISTING SITE CONDITIONS IN THE VICINITY OF MODIFIED LINER BOUNDARY. 4. MODIFIED VLF SHALL BE SLOPED TO DRAIN INTO EXISTING VLF. 5. CONTRACTOR SHALL ENSURE THAT EXISTING DRAINAGE IS MAINTAINED. EXISTING GRADE ,r-EXISTING DRAINAGE EXISTING ACCESS ROAD 9450 9450 UL 9440 9440 LJ `9430 _ 80mi1 OR 100mil 9430'- bi 19420 - LLDPE LINER 9420 1 09410 1 94100 a 9400 3 / 9400 a '9390 EXISTING VLF LINERS 9390 93800 20 40 60 80 100 120 140 160 180 200 220 9380 Ld OFFSET - FEET C STATION 2 +00 '1 SCALE: 1"=50' EXISTING EXISTING DRAINAGE GRADE EXISTING ACCESS ROAD 9480 80mil OR 100mil 9480 L09460 9460 \ \ LLDPE LINER 9460 w 19450 9450 1 z 9440 3 9440 z 9430 9430 po � 9420 9420 � w9410 EXISTING VLF LINER 9410w 94000 20 40 60 80 100 120 140 160 180 9400 OFFSET - FEET F STATION 5 +00 '1 SCALE: 1"=50' EXISTING EXISTING DRAINAGE GRADE EXISTING ACCESS ROAD 80mil OR 100mil LLDPE LINER L 9520 9520 9510 9510 9500 - - 9500 1 09490 / EXISTING-� 94900 9470 VLF LINER 9470 94600 20 40 60 80 100 120 140 9460 L OFFSET - FEET J STATION 8 +00 2 SCALE: I"=59 T Mipecals and Geology CC Cripple Creek & Victor Gold Mining Company Q Cresson Project &IG A Joint Venture — AngloGold (Colorado) Corp., Manager C^ — EXISTING DESIGN KFM a GRADE EXISTING DRAINAGE CADD 9470 7/27/04 DRAWING 2 9470 9460 w9450_ /-EXISTING ACCESS ROAD 9460 94504, t`9440 1 1 -- / -80mil OR 100mil 1 LLDPE 11_INI -R 9440t` 1 9430 / 9430 09420 94200 9410 4`3 9410 w9400 9400 9390 -' EXISTING VLF LINER-/ 9390 93800 20 40 60 80 100 120 140 160 180 200 220 2480 OFFSET - FEET THIS DRAWING IS NOT APPROVED DATE BY CHKD AP'VD UNLESS LAST REVISION IS HAND WRITTEN 8/23/04 07/29/041 RLB I KFM I JFL E STATION 4 +00 '1 SCALE: 1"=50' EXISTING EXISTING DRAINAGE GRADE [EXISTING ACCESS ROAD W,9510\ r -80mil OR 100mil 9510w U_ 9500 LLDPE LINER 9500 4. 19490 _ 9490 I 0 9480 9480 0 F 9470 3 9470a 9460 EXISTING VLF LINER 9460 w 94500 20 40 60 80 100 120 140 160 180 94501 OFFSET - FEET DATE FOR REVISED CLIENT FIELD H STATION 7 +00 2 SCALE: 1"=50' NOTES 1. AS BUILT LINER TOPOGRAPHY FOR PHASE III PROVIDED BY AMES CONSTRUCTION. 2. TOPOGRAPHY OUTSIDE EXISTING OSA PROVIDED BY CC &V. 3. FIELD FITTING MAY BE REQUIRED TO LIMIT CUT AND FILL BASED ON EXISTING SITE CONDITIONS IN THE VICINITY OF MODIFIED LINER BOUNDARY. 4. MODIFIED VLF SHALL BE SLOPED TO DRAIN INTO EXISTING VLF. 5. CONTRACTOR SHALL ENSURE THAT EXISTING DRAINAGE IS MAINTAINED. EXISTING GRADE ,r-EXISTING DRAINAGE EXISTING ACCESS ROAD 9450 9450 UL 9440 9440 LJ `9430 _ 80mi1 OR 100mil 9430'- bi 19420 - LLDPE LINER 9420 1 09410 1 94100 a 9400 3 / 9400 a '9390 EXISTING VLF LINERS 9390 93800 20 40 60 80 100 120 140 160 180 200 220 9380 Ld OFFSET - FEET C STATION 2 +00 '1 SCALE: 1"=50' EXISTING EXISTING DRAINAGE GRADE EXISTING ACCESS ROAD 9480 80mil OR 100mil 9480 L09460 9460 \ \ LLDPE LINER 9460 w 19450 9450 1 z 9440 3 9440 z 9430 9430 po � 9420 9420 � w9410 EXISTING VLF LINER 9410w 94000 20 40 60 80 100 120 140 160 180 9400 OFFSET - FEET F STATION 5 +00 '1 SCALE: 1"=50' EXISTING EXISTING DRAINAGE GRADE EXISTING ACCESS ROAD 80mil OR 100mil LLDPE LINER L 9520 9520 9510 9510 9500 - - 9500 1 09490 / EXISTING-� 94900 9470 VLF LINER 9470 94600 20 40 60 80 100 120 140 9460 L OFFSET - FEET J STATION 8 +00 2 SCALE: I"=59 T Mipecals and Geology CC Cripple Creek & Victor Gold Mining Company Q Cresson Project &IG A Joint Venture — AngloGold (Colorado) Corp., Manager C^ — FILE No. 0432251AO02 DESIGN KFM a SCALE AS SHOWN a 0 ° o CADD U F F 7/27/04 DRAWING 2 a r-� E KFM 8/23/04 REVIEW z" d 8/23/04 o o cO. w a (V zoT E w o - 0 o a 0 ULL 00 U) PRINT ISSUE RECORD MODIFIED AMENDMENT 7 VLF BOUNDARY PLAN AND SECTIONS Denver, Colorado PROJECT No. 043 -2251 FILE No. 0432251AO02 DESIGN KFM 7/19/04 SCALE AS SHOWN REV. B CADD MRJ 7/27/04 DRAWING 2 CHECK KFM 8/23/04 REVIEW JFL 8/23/04