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PIT <br />116, \\ <br />0 <br />F <br />v <br />�i TAG <br />V <br />V <br />J <br />V <br />n <br />J <br />Reference: <br />D J NEWMONT PROVIDED THE 2020 FLYOVER DATA TO NEWFIELDS ON JAN. 13, 2021 IN THE <br />� FOLLOWING FILE: "Sft topo 9-1-20.DWG'. EXISTING GROUND INCLUDES FUTURE SCHIST <br />D ISLAND PIT CONFIGURATIONS. <br />FORESIGHT WEST PROVIDED THE AS —BUILT PHASE 2 TOP OF SLF SURFACE TO <br />D NEWFIELDS ON SEPT. 24, 2020 IN A FILE CALLED "Clay As —built thru 9-24-20.DWG" <br />0 <br />i <br />i <br />C <br />Kiwime-117L« <br />0 200 400 FEET <br />SHEET <br />LEGEND: <br />EXISTING GROUND CONTOURS <br />EXISTING PHASE 3 STAGE A <br />GEOMEMBRANE LINER CONTOURS <br />PROPOSED PHASE 3 STAGE C GROUND <br />CONTOURS <br />PROPOSED PHASE 3 STAGE B GROUND <br />CONTOURS <br />EXISTING ROADS/TRAILS <br />— — — — <br />AFFECTED LANDS BOUNDARY <br />PROPOSED PHASE 3 STAGE A & B <br />® ® <br />LEAK DETECTION TRENCH <br />r—h <br />PROPOSED PHASE 3 STAGE A & B <br />LEAK DETECTION MANHOLE <br />PROPOSED PHASE 3 STAGE C LEAK <br />DETECTION TRENCH <br />• <br />PROPOSED PHASE 3 STAGE C LEAK <br />DETECTION MANHOLE <br />—"— 12— <br />12" PERFORATED CPe PERIMETER PIPE <br />NOTES: <br />1. PROPOSED <br />CONTOURS REPRESENT TOP OF SOIL <br />LINER FILL <br />WITHIN THE GEOMEMBRANE LIMITS <br />AND FINISHED GRADE EVERYWHERE ELSE. <br />2. THE GEOMEMBRANE LIMITS ARE SHOWN ON DWG <br />A160. <br />��� •• • NEy. <br />>! 3757 <br />�SJ�NAL� <br />