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ala <br />V <br />V <br />J <br />V <br />n <br />Reference: <br />n 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 />i ISLAND PIT CONFIGURATIONS. <br />FORESIGHT WEST PROVIDED THE AS -BUILT PHASE 2 TOP OF SLF SURFACE TO <br />NEWFIELDS ON SEPT. 24, 2020 IN A FILE CALLED "Clay As -built thru 9-24-20.DWG" <br />0 <br />i <br />i <br />I <br />)30 ` <br />SEE <br />oku", q <br />ip.d <br />EXISTING S GE A LEAK DETE IN TRENCH <br />s <br />MMIMA <br />0 200 400 FEET <br />l <br />( ( z \ a <br />1 50 BENC LI T I\ <br />2 Q FOR SAG \B 0325 BEAT Gf�v1OEN� <br />I EE SHEETS A2 0 F <br />TAGE B PE R ACCES A <br />PLAN & E <br />E NOT 3� <br />LEGEND: <br />EXISTING GROUND CONTOURS <br />EXISTING PHASE 3 STAGE A <br />GEOMEMBRANE CONTOURS <br />PROPOSED PHASE 3 STAGE B GROUND <br />CONTOURS <br />LIMITS OF SUBGRADE CONSTRUCTION <br />_-11-11 ONLY (SEE NOTE 4) <br />EXISTING ROADS/TRAILS <br />EXISTING PHASE 3 STAGE A LEAK <br />DETECTION TRENCH <br />EXISTING PHASE 3 STAGE A LEAK <br />DETECTION MANHOLE <br />PROPOSED PHASE 3 STAGE B LEAK <br />DETECTION TRENCH <br />• PROPOSED PHASE 3 STAGE B LEAK <br />DETECTION MANHOLE <br />--- 12- 12" PERFORATED CPe PERIMETER PIPE <br />NOTES: <br />1. PROPOSED CONTOURS REPRESENT TOP OF <br />SOIL LINER FILL WITHIN THE GEOMEMBRANE <br />LIMITS AND FINISHED GRADE EVERYWHERE <br />ELSE. <br />2. THE GEOMEMBRANE LIMITS ARE SHOWN ON <br />DWG A160. <br />3. TIE END OF PERIMETER PIPE INTO EXISTING <br />HVSC PIPE. <br />4. SLF, GEOMEMBRANE, PIPING AND DCF WILL <br />BE CONSTRUCTED WITH PHASE 3 STAGE C. <br />