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w <br />w <br />x <br />x <br />s? <br />0 <br />J <br />a <br />1 \\ \ w .� <br />7�A <br />EFERENCE. <br />EXISTING GROUND TOPOGRAPHY BY CC &V WAS REVISED FROM PHOTOGRAPHY TAKEN 9 -28 -2006. <br />SOME AREAS OF REVISION BASED IN PART ON SURVEY DATA SUPPLIED BY FORESIGHT WEST <br />SURVEYING INC. 5- 29- 2007- S:ACAD \1125 - CC &V PHASE 5 VLF \RECV \20070622 - PR0JECT <br />'AP \061 1 0- TOPO- REVISED2DWG <br />VLF PLAN VIEW <br />500 0 500 1000 FEET <br />R <br />w <br />w <br />z <br />O <br />a <br />w <br />10,300 <br />10,100 <br />9,900 <br />10,300 <br />10,100 <br />9,900 <br />w <br />w <br />z <br />O <br />w <br />9,700 <br />9,500 <br />0 200 400 600 800 1,000 1,'100 1,4vv i ,ova <br />E CRITICAL STABILITY SECTION <br />A710 <br />150 0 150 300 FEET 150 0 150 300 FEET <br />WON <br />VERTICAL SCALE HORIZONTAL SCALE <br />C <br />LEGEND: <br />EXISTING GROUND CONTOUR AND EL, FEET <br />200 400 600 800 1,000 1,200 1,40u <br />D CRITICAL STABILITY SECTION <br />A710 <br />150 0 150 300 FEET 150 0 150 300 FEET <br />VERTICAL SCALE HORIZONTAL SCALE <br />ULTIMATE <br />WEDGE FAILURE <br />STATIC F.O.S. = 1.7 <br />SURFACE <br />CONTOUR <br />AND EL, FEET <br />g -...- PHASE 5 <br />VLF <br />j <br />SURFACE <br />CONTOUR AND EL, FEET <br />40 <br />PSEUD)OSTATIC: F.O.S. (0.14g) = 1.3 <br />FOUNDATION SOIL <br />120 <br />125 <br />26 <br />3 <br />Ph. 5 GEOMEMBRANE /SOIL FILL <br />120 <br />125 <br />18 <br />4 <br />I <br />120 <br />125 <br />38 <br />I <br />� <br />CIRCULAR FAILURE — - - -._ <br />STATIC F.O.S. = 1.6 <br />2 <br />�- <br />UEDOSTATIC F.O.S. 0.149' <br />C <br />LEGEND: <br />EXISTING GROUND CONTOUR AND EL, FEET <br />200 400 600 800 1,000 1,200 1,40u <br />D CRITICAL STABILITY SECTION <br />A710 <br />150 0 150 300 FEET 150 0 150 300 FEET <br />VERTICAL SCALE HORIZONTAL SCALE <br />ULTIMATE <br />ORE <br />SURFACE <br />CONTOUR <br />AND EL, FEET <br />g -...- PHASE 5 <br />VLF <br />REGRADED <br />SURFACE <br />CONTOUR AND EL, FEET <br />EXISTING ROAD <br />EXISTING SH67 <br />NOTES: <br />1. PHREATIC LEVEL MODELED AS 1. OVER GEOMEMBRANE, <br />UNLESS OTHERWISE NOTED. <br />2. F.O.S. = FACTOR OF SAFETY <br />MATERIAL PROPERTIES <br />ZONE <br />SOIL OR INTERFACE <br />MOIST UNIT <br />WEIGHT <br />(PCT) <br />SATURATED UNIT <br />WEIGHT <br />(PCT) <br />FRICTION ANGLE <br />(degrees) <br />1 <br />CRESSON ORE <br />110 <br />118 <br />40 <br />2 <br />FOUNDATION SOIL <br />120 <br />125 <br />26 <br />3 <br />Ph. 5 GEOMEMBRANE /SOIL FILL <br />120 <br />125 <br />18 <br />4 <br />STRUCTURAL /EMBANKMENT FILL <br />120 <br />125 <br />38 <br />10,300 <br />10,100 <br />9,900 <br />9,700 <br />Co: <br />200 <br />400 <br />.11 <br />800 1,000 1,200 <br />F CRITICAL STABILITY SECTION <br />A710 <br />150 0 150 300 (FEET 150 0 150 300 FEET <br />VERTICAL SCALE HORIZONTAL SCALE <br />1,400 <br />a <br />