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SPUTTER EMBANKMENT <br />SCALE 1 "= 100' <br />�vP E <br />5s ZJ P�0N <br />0�N <br />INTAKE STRUCTURE <br />SEE DETAILS 3 & 4 <br />I <br />CMP EXTENDS 2' <br />ABOVE BENCH ELEVATION <br />3 FT. DIA. <br />18 GAUGE CMP <br />PUMP HOUSING <br />10" DIA. SDR 11 <br />1 DRISCOPIPE 8600 2' <br />WELD 2 ICR APPROVED EQUIVALENT) <br />GROUND SURFACE WITH FLANGED END MASTIC <br />SEALANT <br />r <br />1% MIN. Ki Yfeii`, f•- 3" <br />1' <br />TRANSFER PIPE <br />HOLE CUT IN BOTTOM 10" DIA. STEEL PIPE W/ 10' <br />PLATE TO MATCH PIPE FLANGE END WELDED TO -- <br />INSIDE DIAMETER INTAKE STRUCTURE <br />DETAIL t DETAIL 2 <br />INTAM. STRUCTURE TO TYPICAL TRANSFER PIPE <br />TRANSFER PIPE CONNECTION TO PUMP HOUSING CONNECTION <br />(NOT TO SCALE) INOT TO SCALE) <br />1' <br />i <br />(t.2. <br />Q <br />4 °e3i <br />CONCRETE <br />PAD- 6'x5'x2' <br />BLANK END <br />8650 <br />r <br />w <br />w <br />LL <br />p 8550 <br />¢ <br />w <br />J <br />W <br />8450 -t <br />0 <br />100 <br />LU w 8550 <br />LL <br />Z <br />O <br />f- <br />¢ <br />w 8500 <br />w <br />8450 -t <br />0 <br />1/8" DIA. HOLES IN <br />C4 X 5.4 CHANNEL <br />CHANNEL /SPLITTER EMBANKMENT <br />ZONE 4 <br />EV.= 8590.0' I <br />I <br />FINAL <br />EXISTING GROUND <br />SURFACE <br />�� <br />I- <br />w <br />�'\ I w <br />LL <br />8550 p <br />w <br />J <br />W <br />8450 <br />200 300 400 500 <br />600 700 800 900 1000 <br />1100 1200 <br />1300 <br />1400 1500 <br />10" DIA. HDPE <br />DISTANCE IN FEET <br />SPLITTER MILL WATER RETURN LINE <br />EMBANKMENT IBBY OTHERS) <br />SECTION J -J' <br />I <br />I <br />SPUTTER EMBANKMENT <br />j rj <br />12" DIA WATER <br />I <br />RETURN LINE <br />SCALE : 1" _ 100' <br />EL V. TAILINGS <br />2 DELIVERY <br />q- SPUTTER EMBANKMENT <br />LINE) <br />if <br />UPPER <br />DISPOSAL AREA <br />POLE <br />20' <br />I I <br />EXCAVATION <br />8600 <br />_ -- - " -- - 8586' <br />ELEV.: 8590.0' <br />OVER 24" DIA. <br />INLET EL. <br />ADS CORREGATED <br />8588' <br />CULVERT <br />LOWER DISPOSAL AREA <br />2 ELEV.= 8565.0' ORIGINAL <br />ELEV.= <br />EXCAVATION <br />6560.0' <br />GROUND <br />�u <br />1 8-- <br />— _______________ <br />__ <br />ELEV.= 8530.0' <br />SEE DETAIL 8518 <br />p <br />¢ <br />8505 <br />> <br />8500 <br />W <br />48" DIA DRISCO <br />Ij <br />FINAL GRADE <br />CONCRETE BETWEEN <br />60 MIL <br />36" DIA CMP & <br />HDPE LINER <br />46' DIA DRISCO <br />8450 <br />50 100 150 200 <br />250 300 350 400 450 <br />500 550 <br />600 <br />DISTANCE IN FEET <br />SECTION[ L -L' <br />SPUTTER EMBANKMENT <br />SCALE : 1" = 50' <br />O O -- <br />_ _ 5' <br />VARIES <br />O O <br />2' <br />HOLE CUT TO MATCH 114" STEEL PLATE <br />INSIDE DIA. OF ON DOWNSLOPE END <br />STEEL TRANSFER PIPE <br />DETAIL 3 <br />INTLKE STRUCTURE <br />PLAN VIE1�1 <br />(NOT TO SCALE) <br />C4 X 5.4 CHANNEL <br />3.25" <br />12" — 12" <br />� 114" STEEL PLATE <br />DETAIL 4 <br />INTAKE STRUCTURE <br />CROSS SECTION <br />(NOT TO SCALE) <br />(NOT TO SCALE) <br />CULVERT <br />(BY OTHERS) <br />10" DIA. HDPE <br />SPLITTER MILL WATER RETURN LINE <br />EMBANKMENT IBBY OTHERS) <br />I <br />I <br />j rj <br />12" DIA WATER <br />I <br />RETURN LINE <br />i 10" DIA <br />EL V. TAILINGS <br />2 DELIVERY <br />LINE) <br />if <br />POWER <br />POLE <br />- OUTLET EL. <br />VALVE <br />_ -- - " -- - 8586' <br />MIN, 2' COVER <br />OVER 24" DIA. <br />INLET EL. <br />ADS CORREGATED <br />8588' <br />CULVERT <br />1 "� <br />DETAIL 7 <br />OF TAILINGS <br />ER EMASANKME <br />(NOT TO SCALE) <br />DETAIL 6 <br />I UKE <br />BOARD DETAIL <br />(NOT TO SCALE) <br />CONSTRUCTION GRADE <br />)UGLAS FIR -ROUGH CUT <br />3 X 6 <br />ENGINEER <br />36" CMP <br />5' X 6' X 2' <br />r CONCRETE <br />PAD <br />I <br />10" <br />/ CZONE 4 1RANSFER <br />PIPE <br />I <br />ELEV. 1.0% MIN SLOPE <br />r• <br />8590' <br />ZONE 3 I ZONE 3 <br />SELECT <br />BACKFILL - <br />(TYPICAL) <br />48" DRISCO <br />PIPE <br />SDR 32.5 <br />I.D.. 44.3' I <br />WALL THICKNESS 1.65' <br />WELD 36" <br />60 MIL STBEL <br />HDPE LN1ER P TE <br />WELDED AS CAP qT BOTTOM <br />AT BOTTOM II <br />OF 46" PIPE I <br />r 1' OF SAND <br />COMPACTED FOUNDATION BEDDING UNDER <br />60 MIL HDPE <br />LINER <br />DETAIL S <br />LO1E:ER INTAKE SUFAP <br />CONFIGURATION <br />INOT TO SCALE) <br />TITLE SCALE AS -SHOW <br />DRAWING No. <br />SPUTTER EMBANKMENT <br />SECTIONS AND DETAILS 14711-113 <br />_Permit Number rl — (�'j .gg —((� DESIGNED <br />Class: 01'ermit — <br />Section /Exhibit: _ ...................... DRAWN <br />la: evasion /Q• " � ! <br />! ! CssTYpe/Seq: �- (&WLU(- lJj/.Ye� ! CHECKED <br />Class: 0 Report Hydro OGeneral 1�..� Type: <br />Doc ... -.t6 APPROVED <br />�✓� -�Y� <br />DApplication (coal only) Bond ❑Enforcement O Inspection APPROVED <br />I I No.l -- DESCRIPTION <br />I�NV0 0IIiV1 IIII2INNI��V9 / <br />