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PLAW <br />SOUTH DIVERSION CHANNEL <br />V . <br />MATCH TO <br />NATURAL DRAINAGE <br />. <br />. . . . . . ... . . . <br />. <br />. . . . . . . . . . . <br />. ~ <br />q <br />TIN <br />8640 <br />\ <br />COLLECTION <br />6640 <br />. . . . . . . . . . . . ... . . . . ... ... . . . . . . <br />M <br />_ <br />O <br />w <br />� <br />POND <br />O N �O <br />\ <br />N <br />R <br />GROUND SURFACE <br />(SEE DWG.14711 -112) <br />on <br />`T <br />8450 <br />p w <br />o <br />i o <br />X. <br />O.O <br />F Ln <br />O <br />Lu <br />~ <br />0 0 <br />:< ,r <br />. . . . . . . . . . . .. <br />. . . < <br />. . <br />AC E: U <br />ND .SURFACE' <br />8620 <br />8620 <br />. <br />¢ <br />—59' <br />i <br />X z <br />O <br />< <br />m <br />-- <br />STRUCTURE WORKING POINT <br />as <br />w � <br />F LL <br />48" CMP <br />REVISED 9/4/" MJS <br />o <br />a <br />O0 <br />00 <br />z¢ <br />IL <br />eSO%%- Q <br />¢ <br />X50. 5' <br />^ 41.5' <br />\ <br />w <br />w <br />w <br />a <br />$OGCptt. <br />........................:.......... <br />............................... <br />IL <br />/ ..' ....... <br />. <br />...................REVISER 9 /4/90 'MJS................. <br />ELEV. = 8606.72* <br />8600 <br />Sot <br />.................. <br />LL <br />STO E <br />ENERGY DISSIPATION <br />STRUCTURE <br />WORKING -POINT <br />\ <br />POST STRIPPED <br />FOUNDATION <br />/ <br />i <br />5450 <br />REVISED 9/4/90 MJS <br />POST STRIPPED <br />STRUCTURE <br />368•i• <br />�7 OVE <br />z <br />z <br />\ <br />GROUND SURFACE <br />(SEE <br />DWG.147:11 -111) <br />REVISED 9/4/90 MJS <br />5 LO <br />O <br />(AS SURVEYEb) <br />_ <br />i <br />5415 <br />¢ <br />: <br />\ <br />.....:.........:........ <br />8580 <br />> Lu <br />w <br />8560 <br />CHANNEL TO'FOLLOW . ............................... <br />— <br />y <br />x500 <br />DIVERSION DITCH <br />CMP: <br />w <br />w <br />\ <br />OPE <br />_ <br />EXCAVATION <br />\ <br />(Al <br />N 205,000 <br />' -- — <br />SLOPE. <br />' <br />Y <br />1 EL.8561.2' <br />PLUNGE <br />BASIN <br />_J1 <br />Y <br />¢ <br />¢ In <br />w ao <br />• <br />' <br />8600 <br />............... <br />................. <br />ro' <br />wr -, <br />.............. uy �. <br />ma0 <br />F <br />MAMFTAIN A MINFMUM 2' COVER OVER TOP OF <br />. -M* <br />8560 <br />8560 <br />...............�...... ..................��.......... <br />a <br />48" CMP B; <br />mco:� <br />w: „� <br />46" CMP <br />48” PIPE. <br />g625 <br />�T <br />ACCELERATION CHUTE <br />__ <br />/ <br />SEE DRAWING <br />100 50 0 100 <br />-`� <br />14711 -111A 8 <br />SEE DETAIL A <br />/ <br />14711 -112 <br />SCALE IN FEET <br />0 <br />O <br />0 <br />0 <br />N <br />_ <br />m <br />ct <br />ENERGY <br />DISSIPATION STRUCTURE <br />o <br />N <br />N <br />SEE DRAWING <br />14711 -111 6 111A <br />N 201,500 <br />N <br />w <br />w <br />w <br />- -- <br />PLAW <br />SOUTH DIVERSION CHANNEL <br />V . <br />MATCH TO <br />NATURAL DRAINAGE <br />EL.B561.0' <br />8540 <br />0 20 40 60 80 <br />100 <br />FLIP BOX INVERT W rn <br />ELEV.= 8569 p ¢ w > <br />EL.8559.0' ¢ w > : C¢7 w ¢ <br />lY J'W <br />V' W:W <br />120 140 160 180 200 220 <br />DISTANCE IN FEET <br />240 <br />PROFILE OF DROP STRUCTURE <br />SCALE: 1'= 20' <br />2. BACKFILL WALLS OF STRUCTURES TO TOP OF <br />WALL AND GRADE SURFACE TO DRAIN :AWAY <br />FROM WALL. <br />T-` 8540 <br />2f-, - 280 300 320 340 360 380 400 420 <br />DETAIL A <br />PLAN OF PLUNGE BASIN <br />LOVER DIVERSION CHANNEL <br />TIE -IN <br />SCALE: 1 10' <br />PREPARED FOR: PREPARED BY: <br />BATTLE MOUNTAIN <br />RESOURCES INC. <br />SAN LUIS PROJECT STEFFEN ROBERTSON & KIRSTEN (U.S.) <br />Consulting Engineers & Scientists <br />TITLE SCALE AS SHOWN REVISION <br />DRAWING No. <br />SOUTH DIVERSION DITCH <br />LOWER SECTION PLAN, 14" 711 _ I f I Gam. � <br />SECTION & DETAIL <br />Permit Number Illy �4 —i >_ <br />ENGINEER Class: OPermit I V I= I DESIGNEED G.M. 8/89 <br />Section /E#rihit: _ �•�att?= yr','�._._._._._._._._._._._._, <br />vision DRAWN i DgAWN R.I. . 8/89 <br />I- ]v- persga ----- R•r a- f!< S- rrC- T__- i�C`i5---------------- ' <br />Class: O Report (3 Hydro OGeneral CHECKED G.M. /J.J. 8/89 <br />i.l; Doc Type: _ -- /�W711(� L 79 44b4_- — <br />OApplication (Coal only) O Bond 0 Enforcement 0 Inspection Mined Land APPROVED J.J. <br />t i f amation Division APPROVED <br />r"• No. DESCRIPTION BY DATE <br />A ISSUED FOR BID R.D. 4/90 <br />Z ISSUED FOR CONSTRUCTION R.D. 7/90 <br />,p:, Ji Qi;t I,\• ,,_ � O REVISED PROFILE OF DROP STRUCTURE, REVISED PLAN OF PLUNGE R.D. 9/90 <br />y 2 BASIN, REVISED COORDINATES OF ACCELERATION CHUTE, ADDED NOTES <br />w z AS -BUILT <br />R.D. 1/91 <br />11111�116111fu1111111111111111111111f1111f11 <br />0 0 0 1 2 2 9 6 <br />. <br />. . . . . . ... . . . <br />. <br />. . . . . . . . . . . <br />. ~ <br />q <br />TIN <br />8640 <br />6640 <br />. . . . . . . . . . . . ... . . . . ... ... . . . . . . <br />. . . . . . . . .: <br />_ <br />O <br />w <br />� <br />ACCELERATION <br />R <br />GROUND SURFACE <br />(SEE DWG.14711 -112) <br />p w <br />o <br />i o <br />X. <br />O.O <br />F Ln <br />O <br />Lu <br />~ <br />a¢ <br />:< ,r <br />. . . . . . . . . . . .. <br />. . . < <br />. ... . . . <br />. . <br />AC E: U <br />ND .SURFACE' <br />8620 <br />8620 <br />. <br />¢ <br />—59' <br />i <br />X z <br />O <br />< <br />m <br />-- <br />STRUCTURE WORKING POINT <br />as <br />w � <br />F LL <br />48" CMP <br />REVISED 9/4/" MJS <br />o <br />a <br />O0 <br />00 <br />z¢ <br />IL <br />¢ <br />X50. 5' <br />^ 41.5' <br />ELEV. 860997 <br />w <br />w <br />w <br />8600 <br />........................:.......... <br />............................... <br />............................ <br />/ ..' ....... <br />. <br />...................REVISER 9 /4/90 'MJS................. <br />ELEV. = 8606.72* <br />8600 <br />w <br />LL <br />.................. <br />LL <br />ENERGY DISSIPATION <br />STRUCTURE <br />WORKING -POINT <br />POST STRIPPED <br />FOUNDATION <br />/ <br />i <br />REVISED 9/4/90 MJS <br />POST STRIPPED <br />STRUCTURE <br />368•i• <br />z <br />z <br />GROUND SURFACE <br />(SEE <br />DWG.147:11 -111) <br />REVISED 9/4/90 MJS <br />5 LO <br />O <br />(AS SURVEYEb) <br />_ <br />i <br />a <br />¢ <br />: <br />.....:.........:........ <br />8580 <br />> Lu <br />w <br />8560 <br />CHANNEL TO'FOLLOW . ............................... <br />— <br />y <br />2 4.0% ' <br />BOTTOM OF <br />CMP: <br />w <br />w <br />EXISTING DRAINAGE <br />OPE <br />_ <br />EXCAVATION <br />(Al <br />' -- — <br />SLOPE. <br />' <br />Y <br />1 EL.8561.2' <br />PLUNGE <br />BASIN <br />_J1 <br />Y <br />¢ <br />¢ In <br />w ao <br />NOTES: <br />............... <br />................. <br />ro' <br />wr -, <br />.............. uy �. <br />ma0 <br />. <br />MAMFTAIN A MINFMUM 2' COVER OVER TOP OF <br />. -M* <br />8560 <br />8560 <br />...............�...... ..................��.......... <br />a <br />48" CMP B; <br />mco:� <br />w: „� <br />48” PIPE. <br />EL.B561.0' <br />8540 <br />0 20 40 60 80 <br />100 <br />FLIP BOX INVERT W rn <br />ELEV.= 8569 p ¢ w > <br />EL.8559.0' ¢ w > : C¢7 w ¢ <br />lY J'W <br />V' W:W <br />120 140 160 180 200 220 <br />DISTANCE IN FEET <br />240 <br />PROFILE OF DROP STRUCTURE <br />SCALE: 1'= 20' <br />2. BACKFILL WALLS OF STRUCTURES TO TOP OF <br />WALL AND GRADE SURFACE TO DRAIN :AWAY <br />FROM WALL. <br />T-` 8540 <br />2f-, - 280 300 320 340 360 380 400 420 <br />DETAIL A <br />PLAN OF PLUNGE BASIN <br />LOVER DIVERSION CHANNEL <br />TIE -IN <br />SCALE: 1 10' <br />PREPARED FOR: PREPARED BY: <br />BATTLE MOUNTAIN <br />RESOURCES INC. <br />SAN LUIS PROJECT STEFFEN ROBERTSON & KIRSTEN (U.S.) <br />Consulting Engineers & Scientists <br />TITLE SCALE AS SHOWN REVISION <br />DRAWING No. <br />SOUTH DIVERSION DITCH <br />LOWER SECTION PLAN, 14" 711 _ I f I Gam. � <br />SECTION & DETAIL <br />Permit Number Illy �4 —i >_ <br />ENGINEER Class: OPermit I V I= I DESIGNEED G.M. 8/89 <br />Section /E#rihit: _ �•�att?= yr','�._._._._._._._._._._._._, <br />vision DRAWN i DgAWN R.I. . 8/89 <br />I- ]v- persga ----- R•r a- f!< S- rrC- T__- i�C`i5---------------- ' <br />Class: O Report (3 Hydro OGeneral CHECKED G.M. /J.J. 8/89 <br />i.l; Doc Type: _ -- /�W711(� L 79 44b4_- — <br />OApplication (Coal only) O Bond 0 Enforcement 0 Inspection Mined Land APPROVED J.J. <br />t i f amation Division APPROVED <br />r"• No. DESCRIPTION BY DATE <br />A ISSUED FOR BID R.D. 4/90 <br />Z ISSUED FOR CONSTRUCTION R.D. 7/90 <br />,p:, Ji Qi;t I,\• ,,_ � O REVISED PROFILE OF DROP STRUCTURE, REVISED PLAN OF PLUNGE R.D. 9/90 <br />y 2 BASIN, REVISED COORDINATES OF ACCELERATION CHUTE, ADDED NOTES <br />w z AS -BUILT <br />R.D. 1/91 <br />11111�116111fu1111111111111111111111f1111f11 <br />0 0 0 1 2 2 9 6 <br />