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4" MIN. DRAIN COVER FILL FROM 80 MIL TEXTURED NON- LEACHED ORE (TEXTURE FACE DOWN) LLDPE GEOMEMBRANE _ O O _ O O 2' MIN. DRAIN COVER FILL 1' MIN. SOIL LINER FILL DRAIN COVER FILL TO BE PLACED OVER GEOMEMBRANE COMPACT SOIL LINER FILL OR OTHER FILL APPROVED BY ENGINEER TO 15 BACKFILL ANCHOR TRENCH GRAS O O O O 2% NEW VLF LINER SYSTEM 0 O O ` - - - -- SEE DETAIL _ - - O O O 17 n n 4" MIN. DRAIN COVER FILL FROM NON- LEACHED ORE 80 MIL TEXTURED (TEXTURE FACE DOWN) LLDPE GEOMEMBRANE 2 MIN. DRAIN COVER FILL 1' MIN. SOIL LINER FILL DRAIN COVER FILL TO BE PLACED OVER GEOMEMBRANE COMPACT SOIL LINER FILL OR OTHER FILL APPROVED BY ENGINEER TO BACKFILL ANCHOR TRENCH GRADE ORE STORAGE AREA ANCHOR TRENCH DETAIL NOT TO SCALE ACCESS ROAD \ 1.5 CONDITIONS IN CUT VARIES 2 (FILL) 2,5 2.5 (CUT) 1 MIN. 2' MIN. STRUCTURAL FILL BERM OR 2 NATURAL GROUND CONDITIONS IN FILL 4' MIN. DRAIN COVER FILL FROM NON - LEACHED ORE 2.5 MIN. -1 1 I I 80 MIL TEXTURED (TEXTURE FACE DOWN) LLDPE GEOMEMBRANE, 17 PREPARED SUBGRADE EXISTING VLF LINER SYSTEM 2' MIN. DRAIN COVER FILL 1' MIN. SOIL LINER FILL 2.5 MAX. TEMPORARY DIVERSION CHANNEL SEE DRAWINGS 8e - 8h ORIGINAL GROUND SURFACE ACCESS ROAD JINUCIUNAL FILL STRUCTURAL FILL SEE DETAIL 1� PREPARED SUBGRADE e BEFORE EXTENSION �__2.5H 1V SLOPE 15' ACCESS ROAD - NEW VLF 0 0 LINER e o O' SYSTEM 17 O O r " -11 SEE DETAIL O O O / 2.5 MAX. O 0 iJ l S 0 0 O O O 0 O O 0 0 0 p / l SEE DETAIL e PLACE COMPACTED STRUCTURAL 17 PREPARED SUBGRADE FILL IN DIVERSION CHANNEL AFTER EXTENSION PHASE IVb INTERIM ANCHOR TRENCH 75" CENTERS (TYP.) NOT TO SCALE 5 TYPICAL EXTERIOR ANCHOR TRENCH DETAIL 17 NOT TO SCALE " "`" JUNE, 2001 CHECKED ENGINEER'S STAMP NO. REVISION DESCRIPTION THIS DRAWING IS NOT APPROVED WMEM e•e•e•e•e•e+: DIOrrAL N0. D039 UNLESS LAST R ON WRITTEP � •e�• • -. � Qm •eje 0 N T� -/. a„ 4 eDe No. 2142D039 0 4 a] PON j m .. •,d'Illllill!, Q L' o o _ - % ® 2002 RECORD DRAWING o��" ' A / "`J �i / WIDENED ACCESS ROADS 20 • t11JAl F'��r``` REVISED, RE- ISSUED FOR CONSTRUCTION "" do V IIi1111IIIItt`` REVISED, RE- ISSUED FOR CONSTRUCTION Qj E as v z IF THE ABOVE BAR DOES NOT SCALE I INCH THE ISSUED FOR CONSTRUCTION 00 3 0 o a DRAWING SCALE IS ALTERED A ISSUED DRAFT EXISTING VLF LINER SYSTEM 2' MIN. DRAIN COVER FILL 1' MIN. SOIL LINER FILL 2.5 MAX. TEMPORARY DIVERSION CHANNEL SEE DRAWINGS 8e - 8h ORIGINAL GROUND SURFACE ACCESS ROAD JINUCIUNAL FILL STRUCTURAL FILL SEE DETAIL 1� PREPARED SUBGRADE e BEFORE EXTENSION �__2.5H 1V SLOPE 15' ACCESS ROAD - NEW VLF 0 0 LINER e o O' SYSTEM 17 O O r " -11 SEE DETAIL O O O / 2.5 MAX. O 0 iJ l S 0 0 O O O 0 O O 0 0 0 p / l SEE DETAIL e PLACE COMPACTED STRUCTURAL 17 PREPARED SUBGRADE FILL IN DIVERSION CHANNEL AFTER EXTENSION PHASE IVb INTERIM ANCHOR TRENCH 75" CENTERS (TYP.) NOT TO SCALE ORE STORAGE AREA LINER DETAIL NOT TO SCALE DATE I BY CHKD AP'VDI NO. I REVISION DESCRIPTION THIS DRAWING IS NOT APPROVED DATE BY CHKD AP'VD UNLESS LAST REVISION IS HAND WRITTEN 7/26/01 MRJ GE JFL 2/16/01 SDF GE JFL 7/10/00 MRJ GE JFL 6/9/00 MRJ JMJ JFL 5/25/00 MRJ GE GE Permit #: 980 Confidental?: ALL Class: Type-Seq.: q To: ,�> Doc. Name: NACri� o Doc. Date (if no date stamp) REMOVE DRAIN COVER FILL EXTRUSION WELD FOR GEOMEMBRANE CONNECTION MIN. \ I \ NEW 80 MIL TEXTURED (TEXTURE FACE DOWN) LLDPE GEOMEMBRANE ILII• NEW VLF LINER SYSTEM 2' SEE DETAIL e EXISTING LLDPE f MIN. 17 GEOMEMBRANE BACKFILL (SEE NOTE 1) NOTE: 1. MAINTAIN A MINIMUM OF 1' OF SOIL LINER FILL AT TOP OF ANCHOR TRENCH. 3� 1 PHASED LINER CONNECTION SECTION NOT TO SCALE ACCESS ROAD 12 OZ. NON -WOVEN GEOTEXTILE 2 MIN. i ' --- 7----- -- - - - -� 1 %'2' MIN. STRUCTURAL FILL PAD BERM `r ri 80 MIL TEXTURED (TEXTURE FACE DOWN) - LLDPE GEOMEMBRANE PREPARED FOUNDATION SURFACE FOR SOIL LINER FILL 1 17 INTERIM ANCHOR TRENCH DETAIL 80 MIL TEXTURED (TEXTURE FACE DOWN) LLDPE GEOMEMBRANE 2' MIN. DRAIN COVER FILL 1' MIN. SOIL LINER FILL 3' MIN. i EXTRUSION 2 MIN. DRAIN OVERLAP yyELD COVER FILL CSTRUCTURAL FILL OR NATURAL GROUND 1' MIN. SOIL LINER FILL AFTER REMOVAL OF INTERIM ANCHOR TRENCH DETAIL NOTE 1.CONTRACTOR TO REMOVE 12 OZ. NON -WOVEN GEOTEXTILE, UNDER TRENCH, GEOMEMBRANE COVERING PAD BERM AND BERM AS PART OF SUBSEQUENT YEAR CONSTRUCTION. PHASE IVa INTERIM ANCHOR TRENCH --1 CLIENT PRINT ISSUE RECORD DATE NOT TO SCALE IVED SEP 0 3 2002 RMS10111 of Minerals and Geology Cripple Creek & Victor G m Gold Mining Copany cc AV Cresson Project A Joint Venture — AngloGold (Colorado) Corp., Manager nTIA PHASE IV VLF SECTIONS AND DETAILS 44 UNION BLVD. 300, 80228 RB " "`" JUNE, 2001 CHECKED oil •e•e•e�le•e•er •e•e�Y.�'e WMEM e•e•e•e•e•e+: DIOrrAL N0. D039 • `•�}e' •e�• • -. � ��e. �l•��/re •eje •el•4.e-�� -/. a„ 4 eDe No. 2142D039 PON • Ham ORE STORAGE AREA LINER DETAIL NOT TO SCALE DATE I BY CHKD AP'VDI NO. I REVISION DESCRIPTION THIS DRAWING IS NOT APPROVED DATE BY CHKD AP'VD UNLESS LAST REVISION IS HAND WRITTEN 7/26/01 MRJ GE JFL 2/16/01 SDF GE JFL 7/10/00 MRJ GE JFL 6/9/00 MRJ JMJ JFL 5/25/00 MRJ GE GE Permit #: 980 Confidental?: ALL Class: Type-Seq.: q To: ,�> Doc. Name: NACri� o Doc. Date (if no date stamp) REMOVE DRAIN COVER FILL EXTRUSION WELD FOR GEOMEMBRANE CONNECTION MIN. \ I \ NEW 80 MIL TEXTURED (TEXTURE FACE DOWN) LLDPE GEOMEMBRANE ILII• NEW VLF LINER SYSTEM 2' SEE DETAIL e EXISTING LLDPE f MIN. 17 GEOMEMBRANE BACKFILL (SEE NOTE 1) NOTE: 1. MAINTAIN A MINIMUM OF 1' OF SOIL LINER FILL AT TOP OF ANCHOR TRENCH. 3� 1 PHASED LINER CONNECTION SECTION NOT TO SCALE ACCESS ROAD 12 OZ. NON -WOVEN GEOTEXTILE 2 MIN. i ' --- 7----- -- - - - -� 1 %'2' MIN. STRUCTURAL FILL PAD BERM `r ri 80 MIL TEXTURED (TEXTURE FACE DOWN) - LLDPE GEOMEMBRANE PREPARED FOUNDATION SURFACE FOR SOIL LINER FILL 1 17 INTERIM ANCHOR TRENCH DETAIL 80 MIL TEXTURED (TEXTURE FACE DOWN) LLDPE GEOMEMBRANE 2' MIN. DRAIN COVER FILL 1' MIN. SOIL LINER FILL 3' MIN. i EXTRUSION 2 MIN. DRAIN OVERLAP yyELD COVER FILL CSTRUCTURAL FILL OR NATURAL GROUND 1' MIN. SOIL LINER FILL AFTER REMOVAL OF INTERIM ANCHOR TRENCH DETAIL NOTE 1.CONTRACTOR TO REMOVE 12 OZ. NON -WOVEN GEOTEXTILE, UNDER TRENCH, GEOMEMBRANE COVERING PAD BERM AND BERM AS PART OF SUBSEQUENT YEAR CONSTRUCTION. PHASE IVa INTERIM ANCHOR TRENCH --1 CLIENT PRINT ISSUE RECORD DATE NOT TO SCALE IVED SEP 0 3 2002 RMS10111 of Minerals and Geology Cripple Creek & Victor G m Gold Mining Copany cc AV Cresson Project A Joint Venture — AngloGold (Colorado) Corp., Manager nTIA PHASE IV VLF SECTIONS AND DETAILS 44 UNION BLVD. 300, 80228 RB " "`" JUNE, 2001 CHECKED GE JOB No. 003 -2142 WMEM GE DIOrrAL N0. D039 UrROVSD JFL 'CA AS SHOWN DWC 1% xav a„ 4 eDe No. 2142D039