Laserfiche WebLink
01 <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 />D <br />FOLLOWING FILE: "5ft 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 />4 <br />®��t��✓/ <br />'1 <br />N i VJF� PI fAiE- STAGI> <br />a 10100— <br />0 200 400 FEET <br />I <br />r- <br />I \ <br />I <br />1 I <br />II <br />1 /III <br />1 <br />I <br />I <br />1 <br />I <br />I <br />(1 <br />VLF2 <br />I <br />/ I <br />LEGEND: <br />EXISTING GROUND CONTOURS <br />EXISTING PHASE 3 STAGE A <br />GEOMEMBRANE LINER CONTOURS <br />PROPOSED PHASE 3 STAGE B <br />GROUND CONTOURS <br />LIMITS OF SUBGRADE CONSTRUCTION <br />III-III=III-11-11 ONLY (SEE NOTE 3) <br />EXISTING ROADS/TRAILS <br />4 IN DIA. PERFORATED CPe <br />COLLECTION PIPE <br />_...—..._ 8 IN DIA. PERFORATED CPe <br />COLLECTION PIPE <br />12 IN DIA. PERFORATED CPe <br />COLLECTION PIPE <br />18 IN DIA. PERFORATED CPe <br />COLLECTION PIPE <br />PHASE 2 AS -BUILT AND PHASE <br />3-STAGE A HVSC PIPES: <br />4 IN DIA. PERFORATED CPe <br />COLLECTION PIPE <br />8 IN DIA. PERFORATED CPe <br />COLLECTION PIPE <br />12--- 12- 12 IN DIA. PERFORATED CPe <br />COLLECTION PIPE <br />-- 15--- 15- 15 IN DIA. PERFORATED CPe <br />COLLECTION PIPE <br />18--- 18- 18 IN DIA. PERFORATED CPe <br />COLLECTION PIPE <br />_ —24— —24- 24 IN DIA. PERFORATED CPe <br />COLLECTION PIPE <br />---za--- 28- 28 IN DIA. PERFORATED HDPE SDR11 <br />PIPE <br />NOTES: <br />1. PROPOSED CONTOURS REPRESENT TOP OF SOIL <br />LINER FILL WITHIN THE GEOMEMBRANE LIMITS <br />AND FINISHED GRADE EVERYWHERE ELSE. <br />2. THE GEOMEMBRANE LIMITS ARE SHOWN ON DWG <br />A160. <br />3. SLF, GEOMEMBRANE, PIPING AND DCF WILL BE <br />CONSTRUCTED WITH PHASE 3 STAGE C. <br />_: >! A7574J ' <br />ass•• ......�� <br />�J�NAL <br />