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A <br />Y <br />K <br />n <br />LEGEND: <br />EXISTING GROUND SURFACE CONTOUR AND EL, FEET (AERIAL SURVEY) <br />EXISTING GROUND SURFACE CONTOUR AND EL, FEET (LAND SURVEY) <br />PROPOSED MILL GROUND SURFACE CONTOUR EL, FEET <br />PROPOSED PHASE 1 GROUND SURFACE CONTOUR EL, FEET (PHASE 1) <br />♦ "`r01rnlrmra� PRIMARY UNDERDRAIN PIPE <br />"`ru'rwrwrm� SECONDARY UNDERDRAIN PIPE (PHASE 1) <br />00m"•- LEAK DETECTION TRENCH (PHASE 1) <br />r/ r� ■' PROPOSED DISTURBANCE LIMITS <br />DAYLIGHT LINE <br />— APPROXIMATE LIMITS OF DIATREME <br />EXISTING UNIMPROVED ROAD /TRAILS <br />— EXISTING DRAINAGES <br />i — •� EXISTING GEOMEMBRANE LIMITS <br />NOTES: <br />UNDERDRAIN PUMP BACK PIPE <br />EXISTING RAILROAD <br />STATE HIGHWAY 67 <br />DIRECTION OF SURFACE WATER FLOW <br />LIMITS OF PSSA <br />LEAK DETECTION SUMP <br />1. POWERLINES TO BE RELOCATED PRIOR TO CONSTRUCTION. <br />2. THE 80' WIDE HAUL ROAD HAS A MAXIMUM GRADE OF 10 %. <br />3. PROPOSED CONTOURS REPRESENT TOP OF SOIL LINER FILL. <br />4. STATE HIGHWAY 67 TO BE DESIGNED BY OTHERS. <br />EARTHWORKS <br />SUMMARY <br />CUT <br />FILL <br />PHASE 1 GRADING <br />3,639,512 yd3 <br />2,410,031 yd3 <br />EMBANKMENT <br />51,545 yd3 <br />1,786,196 yd3 <br />SEDIMENT POND <br />66,495 yd3 <br />41,249 yd3 <br />300 0 300 600 FEET <br />REFERENCE: <br />EXISTING GROUND TOPOGRAPHY WAS CREATED BY COMBINING THE FOLLOWING FILES <br />RECV FROM FORESIGHT WEST SURVEYING, INC.: <br />SQUAW GULCH BASE TOPO - PHASE 1 -- REVISED.DWG <br />(RECV MARCH '14, 2010) <br />SQUAW GULCH BASE TOPO - PHASE 2.DWG <br />(RECV APRIL 24, 2010) �P�OREG /S, <br />SQUAW GULCH BASE TOPO PHASE 3.DWG O •��gyy{O ...... , <br />(RECV MAY 4, 2010) <br />CCV TOPO EXPANSION 12 -29 -10 NORTH AREA.DWG <br />(RECV JANUARY 13, 2011) 571 <br />CCV TORO EXPANSION 01-- 28 - -11 SOUTH AREA.DWG 1 <br />(RECV JANUARY 28, 2011) : 12'- <br />SH67 TOPO 7- 07-11.DWG O�L�••••••����•� <br />(RECV JULY 11, 2011) F`ss /ONA� -EN <br />VLF2 TOPO EXPANSION 8- 05- 11.DWG <br />(RECV AUGUST 9, 201 1) <br />09028- COMOSITE_ -TOPO MLE LIPv11TS.DWG <br />(RECV MAY 28, 2010 FROM CC &V) <br />CLIENT CRIPPLE CREEK & VICTOR <br />GOLD MINING COMPANY <br />PROJECT <br />SQUAW GULCH VLF <br />DR PERMITTING JNADS <br />TITLE <br />CLIENT APPROVAL JN <br />PHASE 1 <br />SQUAW GULCH GRADING PLAN <br />t CLIENT REVIEW JN <br />IMER <br />VTED ON THIS DRAWING THROUGH THE <br />CTICAL EXPERIENCE SPECIFIC TO ITS <br />NOT GUARANTEE ANY RIGHTS TO SUCH <br />XPERIENCE. ANY ALTERATION OR <br />_........_.. _. ..._ _..... _.. __..._..._ �F THIS DRAWING SHALL BE AT USER'S <br />SOLE RISK AND WITHOUT ANY LIABILITY OR LEGAL RESPONSIBILITY TO AMEC. <br />DESIGNED BY I JNM I CHECKED BY I JNM <br />DRAWN BY DS APPROVED BY I KFM <br />FILENAME DRAWING No. REV <br />1125GM55 A205 C <br />