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a <br /> 8 <br /> 100%Hydrostatic 80%Hydrostatic <br /> g 80%Hydrostatic 100%Hydrostatic <br /> FUTURE ELEVATION <br /> H BENCH G BENCH F BENCH <br /> EXISTING ELEVATION <br /> 14- + +I + <br /> 8950 CPT09 8950 <br /> CPT03-12 3-11 8872.4 DH16-12 <br /> CPT <br /> 8,822.0 PT 3-1 70'SE SCPT14-04 8,872.4 <br /> 2.0 <br /> 30'S 9Y 8,872.E 8'NW PZ16-H2 DH16-H2A <br /> 65,.SE CPT09-08 H-2 8.825.9 8,8255_. <br /> DH15-12 8,857.3 8.825.7 21'NW 23'NW <br /> 8.872.0. 2 NW CPT03-02 CPTi6-H2 <br /> 8900 SCPT15-G2 CPT16-G2 CPT09-09 <br /> -- 8900 <br /> CPT03-01 50'NW 8,827.9 21'NW 8817.2 30'NW 2'SE <br /> 8824.0 DH76-H2 5'NW 8817.2 yy <br /> 134,SE 55'SE <br /> � H-�' 8,825.9 �P­rISGH2 CPT76-GH2A <br /> 8826.0 23'NW 8815.7 1 2 DH151� <br /> 58'NW 51 NW 54,NW 8824.0 827 <br /> DH16-G2 8,827.4 <br /> _ - 2'sE 8850 <br /> 8850 3r <br /> �- <br /> 0 <br /> u F 2 Q <br /> tr <br /> 4 <br /> W 8800 _� `__ 8800 w <br /> CPTISE2 <br /> `ss <br /> sT 2 SE 13'NE <br /> 4 <br /> r 8750 _ 8750 <br /> UPPER <br /> FOUNDATIONa <br /> .... _ LOWER _ �_ - <br /> FOUNDATION FROM 1974 TOPO <br /> — FOUNDATION— <br /> 8700_. 8700 <br /> s� <br /> iJ <br /> NOTES: LEGEND: REFERENCES: <br /> PIEZOMETER NO. INSTALLATION YEAR URS PROJECT NO. <br /> s 1. FOR CONE SOUNDINGS,TIP RESISTANCE IS PLOTTED TO THE RIGHT. —————— APPROXIMATE FUTURE DAM RAISE SURFACE F-2 1980 20044-9407 <br /> SCALE IS: 0 300 TSF G-2 1995 68-00044619-9407 <br /> S. ® _ PHREATIC SURFACE FROM 2016 CPT FIELDWORK H-2 2004 222372559407 <br /> 2. TOPOGRAPHY FROM AERIAL PHOTOGRAPHS TAKEN ON AUGUST 2016. AND 2016 PIEZOMETER READINGS 0 25 50 100 H-2A 2011 22242545 <br /> OCTOBER 201E PIEZOMETER READINGS PZ14-12 2014 22244255 <br /> Protect No.: 80535717 <br /> SCALE IN FEET PZ15-GH2 2015 2zz4as14 TAILING DAM NO.3 <br /> yyy111 PZ16-H2 2016 M44514 Prepared 8y:PAS STUDY SECTION 2 <br /> Is Dale: Feb 2017 <br /> 7 FIG. 2 <br /> 0 <br />