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� r <br />wim. immi <br />t �� SCHIST <br />7l 711/v ///" 1� W F_ ISLA A <br />Irp <br />V <br />_ F <br />\ A430 <br />EXISTING ROPO D <br />2 P SE <br />VLF2 PHASE 3 - <br />SAGE <br />STAGE A <br />PSSA <br />VLF2 PHASE 3 <br />- STAGE A <br />-_ <br />EXISTING <br />—_ <br />C-_ <br />= G <br />4� <br />I <br />� <br />EXISTING <br />VLF2 PHASE I -- <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 />0 300 600 FEET <br />u <br />LEGEND: <br />EXISTING GROUND CONTOURS <br />EXISTING PHASE 3 STAGE A <br />GEOMEMBRANE LINER CONTOURS <br />PROPOSED PHASE 3 STAGE B GROUND <br />CONTOURS <br />EXISTING ROADS/TRAILS <br />AFFECTED LANDS BOUNDARY <br />®LIMITS OF EXISTING GEOMEMBRANE <br />(80 mil LLDPE GEOMEMBRANE) <br />LIMITS OF EXISTING PSSA GEOMEMBRANE <br />(100 mil LLDPE GEOMEMBRANE) <br />LIMITS OF EXISTING PHASE 3 STAGE A <br />(80 mil LLDPE GEOMEMBRANE) <br />LIMITS OF PROPOSED PHASE 3 STAGE B <br />(80 mil LLDPE GEOMEMBRANE) <br />LIMITS OF PROPOSED PHASE 3 STAGE C <br />(80 mil LLDPE GEOMEMBRANE) <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 />