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REFERENCE: <br />EXISTING GROUND TOPOGRAPHY WAS CREATED BY COMBINING THE FOLLOWING FILES <br />RECV FROM FORESIGHT WEST SURVEYING, INC.: <br />SQUAW GULCH BASE TORO - PHASE 1 - REVISED.DWG <br />(RECV MARCH 14, 2010) <br />SQUAW GULCH BASE TORO - PHASE 2.DWG <br />(RECV APRIL 24, 2010) <br />SQUAW GULCH BASE TORO - PHASE 3.DWG <br />(RECV MAY 4, 2010) <br />CCV TORO EXPANSION 12-29-10 NORTH AREA.DWG <br />(RECV JANUARY 13, 2011) <br />CCV TOPO EXPANSION 01-28-11 SOUTH AREA.DWG <br />(RECV JANUARY 28, 2011) <br />SH67 TORO 7-07-11.DWG <br />(RECV JULY 11, 2011) <br />VLF2 TORO EXPANSION 8-05-11.DWG <br />(RECV AUGUST 9, 2011) <br />09028-COMOSITE-TOPO MILE UMITS.DWG <br />(RECV MAY 28, 2010 FROM CC&V) <br />300 0 300 600 FEET <br />LEGEND: <br />EXISTING GROUND SURFACE CONTOUR EL, FEET (AERIAL SURVEY) <br />EXISTING GROUND SURFACE CONTOUR EL, FEET (LAND SURVEY) <br />MILL PLATFORM GROUND SURFACE CONTOUR EL, FEET <br />HIGHWAY 67 <br />EXISTING ROADS <br />- --- EXISTING DRAINAGES <br />---- DIATREME BOUNDARY <br />�r--�--�� EXISTING RAILROAD <br />--x� EXISTING CRIB WALL <br />i SQUAW GULCH VLF BOUNDARY (LIMITS OF LINER) <br />EXISTING BUILDING <br />EIGTP-18 <br />COLDER ASSOCIATES TEST PIT 2004 <br />O SWTP-34 <br />SMITH WILLIAMS TEST PIT JUNE 2007 <br />eSWCBH-2 <br />SMITH WILLIAMS BOREHOLE JUNE 2007 <br />�SW7 <br />WTP-o B <br />O O � 11 \\ <br />WTP-34 <br />T <br />o T WEST a <br />All°a <br />GGTP-26 <br />EISWTP-29 > V-�'�✓--� <br />_ ��� <br />(�� <br />1 <br />MWTP-27 � V <br />-� <br />- -- -_ TP-23 TP-22 GGTP-18 <br />o 1 i - TP-26 TP-53 ° TP-SWTP 65 OSWTP-°, ` CRE O V <br />\ I II 1 <br />l TP-38 T ) <br />TP 0 � TP-52 6 TP 41 <br />_ <br />Y TP-11TP-25 6TP 210SWTP� 66 SVA.. <br />TP-06 TP-51 �„- <br />37 GTP-17..... ❑SWTP 26 .�I <br />�- --- TP-056 SWTP-62 TP 27 SWTP-del TP 42 ❑IWTP-30 <br />TP 20 ❑GTP 16 <br />6 TP 28[.] -gWTP 67 0 ❑SWTP-25 � <br />FT) Q TP-04 P-12 n-S�;P STP-35 �� <br />TP608 48TP_ <br />GTP-27 c <br />F p / TP-29 TP-19 <br />TP-036 1TP 18 OSWTP-24 �� <br />- " <br />�. 1 TP-136 6 6 SWTP-68 <br />TP-49 <br />1 I O TP- <br />I VP 09 TP 47 6 TP-31 L <br />PHASE 2 ��� 6 TP—�aRAVEN HILL <br />TP-p1 TP 14 TP-16 TP-48 6 TP-30 E SWTP-23- <br />" o <br />\ OSWTP-59 SQUAW GULCH VLF OSWTP%63 6 TP-/33 .SWTTP-69 EGTP-7 ❑ El GTP -19 EGTP- 5 . <br />'i TP-47� LJ SWTP-17 \ i <br />6 SWTP- 96 TP-43 ��WTP 22 ��; %. <br />\ <br />f <br />( BH LINE 2 TP-10 <br />Y BH LINE 3 TP-46 6 �\ <br />LD❑SWTP-58 (1-100) (1-109hP�156 TR'-32 TP-45 6 <br />_ TP-44 SWTP-18 1 A <br />07 GOLDILi BH LINE 5 ❑ �° GTP-11 GT <br />°fp GGTP-8 0 EIGTP-12 <br />VY TP-64 �i 7 <br />Y BH LINE 4 / BH LINE�6A <br />( 92) (1 3�i <br />all4 <br />GGTP-1 GGTP-9 -_. <br />Y BH D `� <br />LINE 6B <br />4 GGTP-10 <br />TP-62-57 TP-65 <br />❑' GTP- <br />❑' SWTP-50 L <br />. GGTP-26 GGTP-6 ESWTP-191 <br />TP-64 <br />WTP-60 ,�^ <br />GTP-21 ❑SWTP-56 0 <br />SWTP-15❑ SWTP-13 �.":� <br />❑ TP-61 ❑ ❑ ❑SW P <br />_ _____.---[]SWT_P-14 <br />TP-63 GTP-25 SWEDE GULCH <br />- PHASE 1 <br />,__ <br />GGTP-5 0-1 T - <br />�� SQUAW GULCH VLF NACONDA TOWN ITEL1swTP-11 <br />SWTP-12 <br />OSWTP-55 �P-58 GGTP-24 TP-56 x{13 4 <br />FISWTP-53 GTP=2D EISWTP 10 <br />\ p ° GTP 30 <br />SWTP-54 TP-59 TP-57 GGTP-23 SWTP-Y- <br />a o <br />❑SWTP-7 <br />C SWTP-61 TP 0 TP-55 <br />o . <br />GTP-20 C ❑GTP-22 ❑SWTP-52 <br />1 <br />® TO BE RELOCATED �'FI 2 <br />�� ,.. �5 <br />o A (BY OTHERS) ❑SWTP-51 �-- �\ ' <br />E <br />0 ESV jq 5 : r' <br />—� / SWTP-' O <br />- P APPROXIMATE <br />ND OF RAILROAD " II" OSWTP-3 <br />�.1. / <br />��.;. <br />N 55003 <br />\J ol7 Ia., 4 i OSWTP-2 <br />/ <br />OSWCBETED <br />. <br />(BY OTHERS) EO.SWTP <br />1 <br />REFERENCE: <br />EXISTING GROUND TOPOGRAPHY WAS CREATED BY COMBINING THE FOLLOWING FILES <br />RECV FROM FORESIGHT WEST SURVEYING, INC.: <br />SQUAW GULCH BASE TORO - PHASE 1 - REVISED.DWG <br />(RECV MARCH 14, 2010) <br />SQUAW GULCH BASE TORO - PHASE 2.DWG <br />(RECV APRIL 24, 2010) <br />SQUAW GULCH BASE TORO - PHASE 3.DWG <br />(RECV MAY 4, 2010) <br />CCV TORO EXPANSION 12-29-10 NORTH AREA.DWG <br />(RECV JANUARY 13, 2011) <br />CCV TOPO EXPANSION 01-28-11 SOUTH AREA.DWG <br />(RECV JANUARY 28, 2011) <br />SH67 TORO 7-07-11.DWG <br />(RECV JULY 11, 2011) <br />VLF2 TORO EXPANSION 8-05-11.DWG <br />(RECV AUGUST 9, 2011) <br />09028-COMOSITE-TOPO MILE UMITS.DWG <br />(RECV MAY 28, 2010 FROM CC&V) <br />300 0 300 600 FEET <br />LEGEND: <br />EXISTING GROUND SURFACE CONTOUR EL, FEET (AERIAL SURVEY) <br />EXISTING GROUND SURFACE CONTOUR EL, FEET (LAND SURVEY) <br />MILL PLATFORM GROUND SURFACE CONTOUR EL, FEET <br />HIGHWAY 67 <br />EXISTING ROADS <br />- --- EXISTING DRAINAGES <br />---- DIATREME BOUNDARY <br />�r--�--�� EXISTING RAILROAD <br />--x� EXISTING CRIB WALL <br />i SQUAW GULCH VLF BOUNDARY (LIMITS OF LINER) <br />EXISTING BUILDING <br />EIGTP-18 <br />COLDER ASSOCIATES TEST PIT 2004 <br />O SWTP-34 <br />SMITH WILLIAMS TEST PIT JUNE 2007 <br />eSWCBH-2 <br />SMITH WILLIAMS BOREHOLE JUNE 2007 <br />LTP-65 AMEC TEST PIT JULY 2010 <br />6 TP -45 AMEC TEST PIT JUNE 2010 <br />AMEC BOREHOLE LINE <br />PHASE 1 <br />® PHASE 2 <br />® CRESSON VLF <br />NOTE: <br />1. FOR GEOTECHNICAL INVESTIGATION DATA, REFER TO APPENDIX A OF THE REPORT. <br />2. FOR INFORMATION ONLY - TO BE CONFIRMED BY CONTRACTOR. <br />3. REMOVED EXISTING UTILITIES FROM DRAWING. <br />4. UPDATED EXISTING GROUND TO INCLUDE MILL PLATFORM. <br />5. DRAWING IS A NEW ADDITION TO THE ISSUED FOR CONSTRUCTION SET. <br />