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m <br />N <br />O QG) <br />(O <br />0 <br />O <br />O <br />PROCESS FACILITIES <br />v \-� <br />00 <br />OO TAILINGS <br />OO D DITC RY <br />00 DITCW <br />PLAN OF /DELIVERY DITCH <br />SCALE: 1" = 200' <br />N 208,000 <br />u <br />N <br />O <br />A <br />O <br />O <br />O <br />O <br />SEE PLAN - DETAIL <br />BY PASS - CROSS OVER ROAD <br />BELOW <br />0 <br />10" TA <br />DELIVER <br />8620 <br />r <br />w <br />w <br />LL <br />rJ <br />f- <br />¢ <br />w <br />J <br />w <br />8590 <br />8580 -T <br />0 <br />TOP OF DITCH, <br />DITCH TRANSITIONS <br />FROM CUT TO FILL <br />2.2' BERM <br />FILL � <br />TO MILL SITE I <br />ELEV. 8620' <br />60 MIL HDPE LINER <br />10 20 30 <br />8620 <br />BY PASS CROSS OVER <br />ROAD ELEVATION AT <br />(i CULVERT 8597.5' <br />2' MIN. COVER 8610 <br />OVER CULVERT 25' 10" TAILINGS <br />DELIVERY LINE w <br />Lu <br />CORREGATED 10" WYE AND LL <br />ADS CULVERT I CONTROL VALVE = <br />SEE DETAIL 1 8600 z <br />O <br />8589 PIPE BENCH ~ <br />- _ W <br />8590 <br />60 MIL HOPE LINER <br />SEE DETAIL THIS SHEET IMPOUNDMENT SLOPE <br />(40 MIL VLDPE) <br />8580 <br />40 50 60 70 80 90 100 110 120 130 <br />DISTANCE IN FEET <br />PROFILE - DETAIL <br />BY PASS - CROSS OVER ROAD <br />NOT TO SCALE <br />10" IA HDPE <br />TAILINGS DELIVERY <br />PIPE --� <br />3 3 <br />-I I- 2' <br />�1 1 <br />STRIPPED AND PREPARED <br />SURFACE SECTION G - G' <br />TAILINGS DELIVERY DITCH <br />NOT TO SCALE <br />DETAIL i <br />WYE - CONTROL VALVE <br />NOT TO SCALE <br />2.2' <br />60 MIL HDPE <br />0 0 0 1 2 2 9 4 <br />