2025-10-20_REVISION - M1980244 (3)

Home Browse Search

i I Ill J _ WS=111..t IN wF, I � MENII�II-_ I E A4R �J 10500 0 200 400 FEET 10500 10600 10400 1040C S GE /C IVIDI G BERM 10300 ` \ 1030C / RADE BREAK S74= 1+0 .2 LEV = 10314 52 RAD BREAK S A = 0+1 .2 10200 LEV = 10251 91 (SEE NOT 3) 1020C ELEV = 024 .92 10150 1015C MNN0 N ^0 WN0 N M0 a aO M Uno M U0 40 MM0 M- UMN0J UM00J M0 J N 7 n O00 M:2N [0O _n N0 M000ao NCJ M NO p [0O 00 001 000 00 pUM0J 00 ^0 041 f NNN NN0 M N MN 0 0O0� 0 00 0000 MNMNMN0 0 N MMMM M 0311 1+0 0+00 2+00 4+00 6+00 8+00 10+00 12+00 14+00 16+00 18+00 20+00 STATION, (FEET) STAGE B LEAK DETECTION TRENCH 1 a 0 200 400 FEET 0 100 200 FEET 'n i HORIZONTAL VERTICAL 2X EXAGGERATION V J V n r Reference: D NEWMONT PROVIDED THE 2020 FLYOVER DATA TO NEWFIELDS ON JAN. 13, 2021 IN THE � FOLLOWING FILE: "Sft topo 9-1-20.DWG'. EXISTING GROUND INCLUDES FUTURE SCHIST D ISLAND PIT CONFIGURATIONS. " FORESIGHT WEST PROVIDED THE AS -BUILT PHASE 2 TOP OF SLF SURFACE TO 1 2/27/24 NEWFIELDS ON SEPT. 24, 2020 IN A FILE CALLED "Clay As -built thru 9-24-20.DWG" E Ld Ld 0 0 W W .1 .52 U \A l / PHASE 10600 10500 STAGE B/C IVIDI G BERM EX STING GROUND 1050C 10400 PR POS D GROUND 1040C RACE BREAK TA = 15436.2 EL = 103 3.36 G ADE BREAKST = 0+00. 10300 _ PRO OSE THE CH FLOWLINE 10301 SEE NOT 3 10250 1 1 1025C M M M N O1 7 r O1 0 ' O u) M M M " 4! N N< O N O 7 a Q 7 s rn M CA R u7 O r^ M 7 u7 o O N o lr N 10 0 T7 n 'o M N co O a N N O g 'W O N Ir1 g V f0 01 r M a O1 6 m� n Q Y] m 4 Q O 0 "o O N O O Q I, <n co O O QO n co W 70 LL'1 O. u70 n Ca QO � � QO � a! Q 00 OI o"1 o 0 o 0 o oa O oa oC, O o oa oto O 400 oun O oa oa oa o o o oa o oa O o t 0 H 'o 'o 'o 0+00 2+00 4+00 6+00 8+00 10+00 12+00 14+00 15+36 STATION, (FEET) STAGE B LEAK DETECTION TRENCH 2 0 200 400 FEET 0 100 200 FEET HORIZONTAL VERTICAL 2X EXAGGERATION R LEGEND: EXISTING GROUND CONTOURS EXISTING PHASE 3 STAGE A GEOMEMBRANE LINER CONTOURS PROPOSED PHASE 3 STAGE B GROUND CONTOURS PROPOSED PHASE 3 STAGE A GROUND CONTOURS LIMITS OF SUBGRADE CONSTRUCTION _-11-11 ONLY (SEE NOTE 4) EXISTING ROADS/TRAILS ® PROPOSED PHASE 3 STAGE A LEAK DETECTION TRENCH PROPOSED PHASE 3 STAGE A LEAK DETECTION MANHOLE PROPOSED PHASE 3 STAGE B LEAK DETECTION TRENCH • PROPOSED PHASE 3 STAGE B LEAK DETECTION MANHOLE NOTES: 1. PROPOSED CONTOURS REPRESENT TOP OF SOIL LINER FILL WITHIN THE GEOMEMBRANE LIMITS AND FINISHED GRADE EVERYWHERE ELSE. 2. THE GEOMEMBRANE LIMITS ARE SHOWN ON DWG A160. 3. PROPOSED TRENCH FLOWLINE IS 2' MINIMUM BELOW PROPOSED PAD GRADING. TRENCH MAY BE DEEPER THAN 2' BUT MUST FOLLOW THE 3% MINIMUM GRADE. 4. SLF, GEOMEMBRANE, PIPING AND DCF WILL BE CONSTRUCTED WITH PHASE 3 STAGE C. _j: >! A7574J �SJ�NAL��