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MILL_ .. <br />LITER AREA \.\ ..\ <br />C0I�IAINMENT BERM. \' <br />CENTERLINE <br />\. <br />I <br />r <br />-! -IY WAS CREATED BY COMBINING THE FOLLOWING FILES <br />.M <br />9700 <br />u <br />6 <br />Q <br />\ <br />r_�_ <br />100 0 100 200 FEET <br />G <br />YMO +00 <br />YM2 +00 <br />YM4 +00 <br />YM6 +00 <br />R s % <br />100 0 100 200 FEET <br />VERTICAL SCALE <br />YM10+00 <br />YM12 +00 <br />100 0 100 200 FEET <br />HORIZONTAL SCALE <br />VERTICAL EXAGGERATION =1 X <br />YM14 +00 <br />YM16 +00 <br />10100 <br />..gel <br />9700 <br />O <br />O <br />01 <br />LEGEND: <br />EXISTING GROUND SURFACE CONTOUR AND EL, FEET (AERIAL SURVEY) <br />EXISTING GROUND SURFACE CONTOUR AND EL, FEET (LAND SURVEY) <br />PROPOSED GROUND SURFACE CONTOUR AND EL FEET <br />- - - - - DAYLIGHT LINE <br />YM6 +00 <br />CONTAINMENT BERM CENTERLINE <br />=- EXISTING UNIMPROVED ROAD/TRAILS <br />i'' - •� EXISTING GEOMEMBRANE LINER LIMITS <br />i -�-- -� EXISTING GAS LINE <br />/ -E - -Ei EXISTING POWERLINES <br />EXISTING PIPELINE <br />LIMITS OF 80 mil SINGLE -SIDED TEXTURED <br />(TEXTURED FACE DOWN) LLDPE GEOMEMBRANE <br />NOTES: <br />1. THE CONTOURS REPRESENT THE TOP OF THE SOIL LINER FILL SURFACE IN AREAS <br />WHERE SOIL LINER FILL WILL BE REQUIRED AND FINISHED GRADE EVERYWHERE ELSE. <br />SEE DRAWING A120 FOR THE LIMITS OF THE PROPOSED MILL SITE EARTHWORKS SOIL <br />LINER FILL AND THE FUTURE SQUAW GULCH VLF SOIL LINER FILL. <br />2. SOIL LINER FILL HAS A MINIMUM DEPTH OF 1'. <br />3. IN THE AREAS OF THE FUTURE SQUAW GULCH VLF SOIL LINER FILL, THE CONTRACTOR <br />WILL FILL TO THE BOTTOM OF THE FUTURE SOIL LINER FILL AS PART OF THE MILL <br />SITE EARTHWORKS. <br />CONTAINMENT BERM CENTERLINE <br />Lo N <br />NORTHING <br />FASTING <br />DELTA <br />(D -M -S) <br />RADIUS <br />(FT) <br />LENGTH <br />(FT) <br />PI <br />YMO +00 <br />54383.91 <br />37087.00 <br />PI <br />YMO +22.06 <br />54400.77 <br />37072.78 <br />PC <br />YMO +92.06 <br />54465.34 <br />37099.82 <br />89 -43 -59 <br />15.55 <br />24.35 <br />PT <br />YM 1 + 16.41 <br />54485.66 <br />37091.55 <br />PC <br />YM7 +47,74 <br />54732.23 <br />36510.37 <br />88 -57 -11 <br />120 <br />186.3 <br />PT <br />YM9 +34.04 <br />54887.54 <br />36445.92 <br />PC <br />YM 10 +76.34 <br />55019.53 <br />36499.1 <br />05 -37 -57 <br />130 <br />12.78 <br />PT <br />YM 10 +89.12 <br />55031.6 <br />36503.28 <br />PC <br />YM 13 +53.50 <br />55285.34 <br />36577.52 <br />07 -29 -50 <br />50 <br />6.54 <br />PT <br />YM13 +60.04 <br />5529148 <br />36579.77 <br />PC <br />YM 15 +58.36 <br />55472.92 <br />36659.82 <br />19 -38 -39 <br />90 <br />30.86 <br />PT <br />YM15 +89.21 <br />55498.49 <br />36676.82 <br />PC <br />YM 16+58.78 <br />55548.99 <br />36724.67 <br />r <br />08 -40 -39 <br />50 <br />7.57 <br />PT <br />YM 16 +66.36 <br />cs <br />11 <br />C <br />' PC <br />YM16 +73.32 <br />55560.59 <br />36733.41 <br />co _ <br />26 -10 -57 <br />120 <br />54.84 <br />PT <br />YM17 +28.15 <br />55597.06 <br />36773.72 <br />PI <br />YM 17 +65.82 <br />55615.34 <br />36806.65 <br />N <br />O <br />gg <br />N <br />O <br />cs <br />n> <br />g <br />o <br />rrn <br />+gym <br />CID <br />n <br />_.,�� <br />.,_ <br />�0) <br />vj <br />II II <br />II <br />II <br />a <br />QLu <br />CONTAINMENT <br />BERM <br />` <br />w <br />r <br />w <br />FINISH <br />PRADEJ <br />333 <br />a <br />as <br />s <br />a2 <br />�1� <br />is-4 <br />A <br />•,� <br />~ <br />'� <br />. ?° <br />\„1 <br />i � <br />Uj <br />1d <br />\// <br />� / <br />�e <br />`'Q <br />\ !J• <br />� I <br />•` ..I <br />Y <br />Tl \ <br />, /F' <br />1- <br />!1 \ <br />� 1 Y/ <br />.r \df�' <br />i <br />\�r„ <br />'� <br />OV <br />RBUR <br />EN M <br />TERW <br />RD- <br />Lo rnU <br />iOL <br />r03 <br />c°r <br />�O <br />�M <br />r�� <br />NM <br />o0 <br />�� <br />�0 <br />coo <br />00 <br />NO <br />�0 <br />00 <br />N0 <br />N0 <br />d.0 <br />coo <br />NO <br />�c0 <br />NI7 <br />m <br />r, <br />r- cod' <br />CD <br />04 00 <br />0�0 <br />cow <br />�0 <br />or <br />I�0 <br />'o <br />N <br />�n <br />c6 N <br />,: <br />11'1 r <br />d' o <br />E <br />14 <br />�� <br />1O <br />�d' <br />1c5 <br />00 <br />NOi <br />�d• <br />'6 <br />�O <br />'O <br />.O <br />ro01 <br />o0 <br />N <br />�O <br />W �Oi <br />�O <br />,n <br />.O <br />O) X01 <br />�O <br />r�01 <br />�O <br />NOi <br />Lo <br />�O <br />Oi 'D <br />�O <br />NOi <br />�N <br />NOi <br />�6 <br />N01 <br />riN <br />N0 <br />�O <br />M0 <br />�� <br /><t <br />�� <br />co <br />�N <br />� <br />uiN <br />rn <br />�M <br />O <br />UjM <br />o10,j <br />N <br />,rj� <br />N <br />vj� <br />r� <br />rj <br />� <br />�.O <br />co <br />On <br />X01 <br />cc <br />m� <br />� m� <br />m� <br />mGo <br />mco <br />m� <br />mow <br />Fl- <br />mm <br />mm <br />�� <br />m� <br />m� <br />Im <br />mW <br />CD <br />m� <br />�� <br />m� <br />�0 <br />�� <br />m� <br />m <br />001 �OOi <br />m0 <br />�O0 <br />i �OMi <br />m <br />X001 <br />01 <br />01 a3i� <br />m000 <br />01 <br />co m <br />01 <br />01 0) <br />01 <br />m� <br />m <br />m� <br />01 <br />0 0 <br />Ol <br />01 <br />01 <br />Of <br />01 <br />W <br />01 <br />W <br />� <br />01 <br />0 <br />� <br />01 <br />01 <br />0 <br />07 <br />m <br />Of <br />O) <br />01 <br />O1 <br />m <br />0 <br />0 <br />YMO +00 <br />YM2 +00 <br />YM4 +00 <br />YM6 +00 <br />R s % <br />100 0 100 200 FEET <br />VERTICAL SCALE <br />YM10+00 <br />YM12 +00 <br />100 0 100 200 FEET <br />HORIZONTAL SCALE <br />VERTICAL EXAGGERATION =1 X <br />YM14 +00 <br />YM16 +00 <br />10100 <br />..gel <br />9700 <br />O <br />O <br />01 <br />LEGEND: <br />EXISTING GROUND SURFACE CONTOUR AND EL, FEET (AERIAL SURVEY) <br />EXISTING GROUND SURFACE CONTOUR AND EL, FEET (LAND SURVEY) <br />PROPOSED GROUND SURFACE CONTOUR AND EL FEET <br />- - - - - DAYLIGHT LINE <br />YM6 +00 <br />CONTAINMENT BERM CENTERLINE <br />=- EXISTING UNIMPROVED ROAD/TRAILS <br />i'' - •� EXISTING GEOMEMBRANE LINER LIMITS <br />i -�-- -� EXISTING GAS LINE <br />/ -E - -Ei EXISTING POWERLINES <br />EXISTING PIPELINE <br />LIMITS OF 80 mil SINGLE -SIDED TEXTURED <br />(TEXTURED FACE DOWN) LLDPE GEOMEMBRANE <br />NOTES: <br />1. THE CONTOURS REPRESENT THE TOP OF THE SOIL LINER FILL SURFACE IN AREAS <br />WHERE SOIL LINER FILL WILL BE REQUIRED AND FINISHED GRADE EVERYWHERE ELSE. <br />SEE DRAWING A120 FOR THE LIMITS OF THE PROPOSED MILL SITE EARTHWORKS SOIL <br />LINER FILL AND THE FUTURE SQUAW GULCH VLF SOIL LINER FILL. <br />2. SOIL LINER FILL HAS A MINIMUM DEPTH OF 1'. <br />3. IN THE AREAS OF THE FUTURE SQUAW GULCH VLF SOIL LINER FILL, THE CONTRACTOR <br />WILL FILL TO THE BOTTOM OF THE FUTURE SOIL LINER FILL AS PART OF THE MILL <br />SITE EARTHWORKS. <br />CONTAINMENT BERM CENTERLINE <br />STATION <br />NORTHING <br />FASTING <br />DELTA <br />(D -M -S) <br />RADIUS <br />(FT) <br />LENGTH <br />(FT) <br />PI <br />YMO +00 <br />54383.91 <br />37087.00 <br />PI <br />YMO +22.06 <br />54400.77 <br />37072.78 <br />PC <br />YMO +92.06 <br />54465.34 <br />37099.82 <br />89 -43 -59 <br />15.55 <br />24.35 <br />PT <br />YM 1 + 16.41 <br />54485.66 <br />37091.55 <br />PC <br />YM7 +47,74 <br />54732.23 <br />36510.37 <br />88 -57 -11 <br />120 <br />186.3 <br />PT <br />YM9 +34.04 <br />54887.54 <br />36445.92 <br />PC <br />YM 10 +76.34 <br />55019.53 <br />36499.1 <br />05 -37 -57 <br />130 <br />12.78 <br />PT <br />YM 10 +89.12 <br />55031.6 <br />36503.28 <br />PC <br />YM 13 +53.50 <br />55285.34 <br />36577.52 <br />07 -29 -50 <br />50 <br />6.54 <br />PT <br />YM13 +60.04 <br />5529148 <br />36579.77 <br />PC <br />YM 15 +58.36 <br />55472.92 <br />36659.82 <br />19 -38 -39 <br />90 <br />30.86 <br />PT <br />YM15 +89.21 <br />55498.49 <br />36676.82 <br />PC <br />YM 16+58.78 <br />55548.99 <br />36724.67 <br />08 -40 -39 <br />50 <br />7.57 <br />PT <br />YM 16 +66.36 <br />55554.86 <br />36729.44 <br />' PC <br />YM16 +73.32 <br />55560.59 <br />36733.41 <br />26 -10 -57 <br />120 <br />54.84 <br />PT <br />YM17 +28.15 <br />55597.06 <br />36773.72 <br />PI <br />YM 17 +65.82 <br />55615.34 <br />36806.65 <br />