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IrM <br />10250 <br />10400 <br />10150 <br />C <br />10050 <br />9950 <br />10300 <br />PROPOSED <br />9850 <br />� 9850 <br />v <br />Scale in Feet <br />z <br />PERIMETER <br />0 <br />100 200 400 <br />9750 <br />ACCESS ROAD <br />1 <br />w 9650 <br />10200 <br />9550 <br />- <br />N1.6 <br />10100 <br />10200 <br />0 <br />10000 <br />t` <br />10100 <br />� <br />I <br />i —� <br />9450 <br />0 <br />10000 <br />w <br />¢ <br />LEGEND <br />9350 <br />w <br />9900 <br />w <br />--- --- - -- EXISTING GROUND SURFACE RE <br />0 <br />— 9550 <br />955) <br />EXISTING VLF COMPOSITE LINER <br />9900 <br />0 <br />9800 <br />7 <br />945D <br />PROPOSED PHASE IV COMPOSITEQW, 4 ?ppp <br />w <br />1� <br />w <br />9700 <br />J' <br />4200 4400 <br />N2'0 <br />ICI O T C S <br />9600 <br />ON TOP OF SOIL LINER FILL AS -BUILT SURVEY FOR PHASE 1, II, & <br />9500 <br />9700 <br />1999 PHASE 111. ALL OTHER AREAS WERE BASED ON FEBRUARY <br />,SE <br />9400 <br />1998 AND DECEMBER 1999 GROUND SURVEYS AND THE 1998 <br />PHASE II <br />9300 <br />AERIAL SURVEY. 2000 PHASE III AND PROPOSED PHASE IV <br />9200 <br />EL. 9620 <br />TOE BERM <br />2. ORE SIDESLOPES SHOWN REFLECT SIDESLOPES DURING OPERATIONS. <br />0 <br />200 400 600 <br />800 1000 <br />10250 <br />2000 2200 2400 <br />10150 <br />C <br />10050 <br />9950 <br />9950 <br />PROPOSED <br />9850 <br />� 9850 <br />v <br />Scale in Feet <br />z <br />9750 <br />0 <br />100 200 400 <br />9750 <br />i" = 200 feet <br />w 9650 <br />9650 <br />9550 <br />9450 <br />9350 <br />10200 <br />0 <br />EXISTING <br />DIVERSION <br />CHANNEL <br />- - - - - - - - - - - - - <br />200 <br />400 600 <br />800 1000 <br />1 � PHASE IV PSSA <br />1.6 <br />1200 <br />N <br />1200 <br />1400 <br />1400 <br />11--� <br />ORE 7 <br />N 2 <br />- -- 1 <br />EXISTING VLF 2 <br />COMPOSITE LINER <br />200 400 600 800 1000 1200 <br />HORIZONTAL OFFSET (FEET) <br />.e�' <br />y <br />Qw <br />MO <br />z <br />�U) <br />v <br />i[l-foIl] <br />FiA <br />9950 <br />9850 <br />9750 <br />9650 <br />9550 <br />9450 <br />9350 <br />1400 <br />C SECTION C —C Scale in Feet <br />6 0 100 200 400 <br />1• = 200 feet <br />REF: DWG. NO. 5 AND 25 <br />1800 2000 2200 2400 2600 2800 3000 3200 3400 3600 <br />HORIZONTAL OFFSET (FEET) <br />SECTION AAA$ Scale in Feet <br />6 0 100 200 400 <br />1" - 200 feet <br />REF: DWG. NO. 5 AND 25 <br />M <br />ORE a w <br />�o <br />EXISTING VLF <br />COMPOSITE LINER <br />1800 <br />2000 2200 2400 <br />2600 <br />C <br />9950 <br />(FEET) <br />PROPOSED <br />9850 <br />Scale in Feet <br />w <br />9750 <br />0 <br />100 200 400 <br />w <br />i" = 200 feet <br />0 <br />9650 <br />a <br />10200 <br />9550 <br />t` <br />10100 <br />� <br />I <br />i —� <br />9450 <br />0 <br />10000 <br />975D <br />¢ <br />LEGEND <br />9350 <br />w <br />w <br />--- --- - -- EXISTING GROUND SURFACE RE <br />0 <br />400 600 <br />800 1000 <br />1 � PHASE IV PSSA <br />1.6 <br />1200 <br />N <br />1200 <br />1400 <br />1400 <br />11--� <br />ORE 7 <br />N 2 <br />- -- 1 <br />EXISTING VLF 2 <br />COMPOSITE LINER <br />200 400 600 800 1000 1200 <br />HORIZONTAL OFFSET (FEET) <br />.e�' <br />y <br />Qw <br />MO <br />z <br />�U) <br />v <br />i[l-foIl] <br />FiA <br />9950 <br />9850 <br />9750 <br />9650 <br />9550 <br />9450 <br />9350 <br />1400 <br />C SECTION C —C Scale in Feet <br />6 0 100 200 400 <br />1• = 200 feet <br />REF: DWG. NO. 5 AND 25 <br />1800 2000 2200 2400 2600 2800 3000 3200 3400 3600 <br />HORIZONTAL OFFSET (FEET) <br />SECTION AAA$ Scale in Feet <br />6 0 100 200 400 <br />1" - 200 feet <br />REF: DWG. NO. 5 AND 25 <br />M <br />ORE a w <br />�o <br />EXISTING VLF <br />COMPOSITE LINER <br />1800 <br />2000 2200 2400 <br />2600 <br />2800 3000 <br />OFFSET <br />(FEET) <br />PROPOSED <br />r /H�OpRIIZONTAL <br />SECTION B —t3v <br />Scale in Feet <br />10400 <br />0 <br />100 200 400 <br />6 <br />i" = 200 feet <br />REF: <br />DWG. NO. 5 AND 25 <br />Li <br />z <br />0 <br />Q <br />2 <br />w <br />Z <br />u') N <br />3200 3400 3600 <br />ENGINEER'S STAMP <br />7 <br />1L <br />N <br />4 <br />3800 4000 <br />NO. I REVISION DESCRIPTION <br />ISSUED FOR PERMIT <br />ISSUED FOR CLIENT REVIEW <br />S <br />10250 <br />SEE DETAIL <br />2 10150 <br />As <br />PROPOSED <br />10050 <br />10400 <br />CHANNEL <br />10300 <br />995D <br />10200 <br />9850 <br />t` <br />10100 <br />� <br />I <br />i —� <br />0 <br />10000 <br />975D <br />¢ <br />LEGEND <br />965) <br />w <br />w <br />--- --- - -- EXISTING GROUND SURFACE RE <br />EXISTING <br />— 9550 <br />955) <br />EXISTING VLF COMPOSITE LINER <br />9900 <br />945D <br />PROPOSED PHASE IV COMPOSITEQW, 4 ?ppp <br />w <br />1� <br />9800 <br />0 <br />a <br />J' <br />4200 4400 <br />N2'0 <br />ICI O T C S <br />II /III ORE <br />ON TOP OF SOIL LINER FILL AS -BUILT SURVEY FOR PHASE 1, II, & <br />EXISTING <br />9700 <br />1999 PHASE 111. ALL OTHER AREAS WERE BASED ON FEBRUARY <br />,SE <br />1998 AND DECEMBER 1999 GROUND SURVEYS AND THE 1998 <br />PHASE II <br />AERIAL SURVEY. 2000 PHASE III AND PROPOSED PHASE IV <br />X <br />EL. 9620 <br />TOE BERM <br />2. ORE SIDESLOPES SHOWN REFLECT SIDESLOPES DURING OPERATIONS. <br />SIDESLOPES ARE TO BE REGRADED TO 2.5H:1V AT RECLAMATION. <br />m 0 <br />3. 504 FT. MAX. ORE DEPTH REFERS TO AMENDMENT NO. 7. 590 FT. <br />9600 <br />MAX. ORE REFERS TO AMENDMENT NO. 8. <br />EXISTING PHASE <br />II PSSA <br />TINE VLF <br />ow <br />rn w <br />Amendement No. 8 March jV2000 <br />LASTORS NOT 19 HAND WMrrrsN <br />DATE BY CHKD AP'VD <br />9500 <br />POSITE LINER <br />N <br />1 <br />A Joint Venture — AngioGold (Colorado) Corp., Manager <br />IIIIIIIIIIIIII�IIIIIIUIIIIIIIIII <br />rms <br />^'2.5 <br />9400 <br />PHA IV <br />VALLEY LEACIi FAWN CROSS SECTIONS <br />9300 <br />DPAWN RB °�� FEB. 2000 <br />c>ac� JFL N� N0 993 -2099 <br />9200 <br />_ sevmmn JFL DtGN'AL NO. D035 <br />. L <br />me �� JFL <br />3800 4000 4200 <br />4400 <br />4600 4800 <br />5000 5200 5400 <br />5600 5800 <br />6000 <br />1L <br />N <br />4 <br />3800 4000 <br />NO. I REVISION DESCRIPTION <br />ISSUED FOR PERMIT <br />ISSUED FOR CLIENT REVIEW <br />S <br />10250 <br />SEE DETAIL <br />2 10150 <br />22 <br />PROPOSED <br />10050 <br />DIVERSION <br />CHANNEL <br />995D <br />9850 <br />t` <br />� <br />I <br />i —� <br />0 <br />975D <br />¢ <br />LEGEND <br />965) <br />w <br />--- --- - -- EXISTING GROUND SURFACE RE <br />EXISTING <br />— 9550 <br />955) <br />EXISTING VLF COMPOSITE LINER <br />67 <br />945D <br />PROPOSED PHASE IV COMPOSITEQW, 4 ?ppp <br />935) <br />J' <br />4200 4400 <br />4600 4800 <br />ICI O T C S <br />1. TOPOGRAPHY PROVIDED BY WESTERN STATES SURVEYING INC., BASE <br />ON TOP OF SOIL LINER FILL AS -BUILT SURVEY FOR PHASE 1, II, & <br />1999 PHASE 111. ALL OTHER AREAS WERE BASED ON FEBRUARY <br />1998 AND DECEMBER 1999 GROUND SURVEYS AND THE 1998 <br />AERIAL SURVEY. 2000 PHASE III AND PROPOSED PHASE IV <br />REGRADING PLAN IS DEVELOPED BY GOLDER ASSOCIATES INC. <br />2. ORE SIDESLOPES SHOWN REFLECT SIDESLOPES DURING OPERATIONS. <br />SIDESLOPES ARE TO BE REGRADED TO 2.5H:1V AT RECLAMATION. <br />3. 504 FT. MAX. ORE DEPTH REFERS TO AMENDMENT NO. 7. 590 FT. <br />MAX. ORE REFERS TO AMENDMENT NO. 8. <br />Permit # M -1980 -244 <br />Amendement No. 8 March jV2000 <br />LASTORS NOT 19 HAND WMrrrsN <br />DATE BY CHKD AP'VD <br />C C 6 CrGGk & Victor Q�o[d FArdZg Calmol y <br />RAU Cresson Project <br />A Joint Venture — AngioGold (Colorado) Corp., Manager <br />IIIIIIIIIIIIII�IIIIIIUIIIIIIIIII <br />rms <br />awes <br />PHA IV <br />VALLEY LEACIi FAWN CROSS SECTIONS <br />DPAWN RB °�� FEB. 2000 <br />c>ac� JFL N� N0 993 -2099 <br />_ sevmmn JFL DtGN'AL NO. D035 <br />. L <br />me �� JFL <br />3/22/00 <br />�/�L� 1 <br />� SCATS AS SHOWN D1G <br />2/29/00 RMN JFL <br />200 =ON BLVD. , BOrrE Soo, wILTODD, COLORADO 8=6 FDa No. 2099D035 i3 B <br />PSONE: 909 —0610 FAX <br />