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620C <br />619C <br />6180 <br />6170 <br />6160 <br />6150 <br />6140 <br />6130 <br />6120 <br />6110 <br />°0 6100 <br />v <br />0 <br />r <br />6090 <br />°o <br />6080 <br />v <br />ti <br />a` <br />a <br />E <br />o <br />8 <br />1 <br />i <br />i <br />E <br />E <br />n� <br />U <br />O. <br />`ul <br />20 <br />.. O <br />C1i PROFILE: SEDIMENT OUTLET DITCH <br />6200 <br />6190 <br />6180 <br />6170 <br />6160 <br />6150 <br />6140 <br />6130 <br />6120 <br />6110 <br />6100 <br />6090 <br />6080 <br />?2' '. U. PrRE;rA57 CCmCPF7E MANHI/.f_ <br />TYPE I[ SUa_FIDF- PES'.SCANT (ONCPfTr <br />M I TH EYDAY C;)AL'. AR CC)AT ;NC <br />{ -T -J - ii✓-�` -Y�`7 - > -7 B" CIA. PI-E& IKVFRT Fh EV, m6099' <br />1 r.. <br />a4F� (093'. F+S iFtIT. COwFR PIPE fNT] <br />\ -��! raeM1Hdt F TIiR SuFr I: 1£kT 615Ta11�E <br />1E" DI0.. E10F'F P(Pi 't- ...� -�'�� - TI tri5T:.1_I 18' BFTERMAN Cla GATE <br />FFOIa POND OI vi(7CR VALVE 'M/ T"PL 4 +-FAML 2N CND OF PIPE, <br />TC MAN1401t - <br />ELEV- <br />ELEV'. = 6105.5 <br />FORSHEDA. Pr1ELUHOL <br />NEOPRENE GO-IN MANHOLE <br />CASKET (TYP, EACH JO[NTI \ <br />1 <br />[LEY. . 6093.00 <br />ELEV. - 6069.00 <br />a <br />I ' A e ' A <br />♦ p.t a a <br />�h IFe �e <br />a A t e a <br />a h h h <br />a • a 44 a a <br />a s , h <br />a 9 "• ( `a <br />4, 0 <br />I h <br />° � n <br />FIFV. =coda. 00 <br />L A' <br />2 DETAIL: WEIR RAISE <br />PROPOSED DESIGN: <br />RAISE WEIR <br />ELEVATION 61010 <br />6 <br />_ EL 6106 <br />NOTE: <br />1. PREVIOUS DESIGN SHOWN <br />C5NCRETE FOR REFERENCE ONLY. <br />H:ADIIALL PROPOSED DESIGN ONLY <br />WHERE INDICATED. <br />"-1B '118' OPENING FOF <br />2-13° WATERMAN MCOEL <br />CtO GATE VALVES <br />Fr'X4E TYPE F rOR <br />IIEA)'NALL MOUNTING <br />�o <br />o E <br />i0 <br />PRELIMINARY <br />NOT FOR CONSTRUCTION <br />MOM 0/19/10) <br />V E-O 04/19/10) <br />I FY THAT THIS PW7, SPEdF1GTI0N, <br />OR ABED BY ME OR UNDER MY <br />su f N TM <br />DI CT D ti A DULY <br />UC ED PR R7! ENCI10ER THE <br />Uw5 B E TE Or .. <br />So" <br />1 <br />EXISTING <br />! <br />! <br />'i <br />GROUND <br />! <br />BARR <br />�� <br />M{nneapoli °sM nameo°ta <br />Ph. 1- 800 -632 -2277 <br />Prgect Office: <br />BARR ENGINEERING Co. <br />4700 wESr �� <br />MINNEAPOLIS, MN. <br />55435-4803 <br />ax: 1(99 8332 260i <br />wwwb°rr <br />St°le <br />AS SHOWN <br />I <br />RPE EAST REFUSE PILE <br />PERMIT DRAWINGS <br />BARR PROJECT No. <br />06 23 -1003 <br />i <br />i <br />551 <br />PTS <br />PBS <br />04/19/10 <br />REVISED PR CH REVIS WATER <br />P <br />I <br />- - -- -- — <br />j <br />I <br />I I ! <br />I ! <br />-- - -- - - i - -- <br />t'- - j — --�- ------ <br />! <br />! <br />' I <br />, <br />-- ryoA• - -- - -� <br />^ SEDIMENT, <br />I 1 OUTLET DITCH <br />I <br />- -- - <br />I <br />� I I <br />r <br />I � <br />-YR WATER LEVE � <br />I <br />__ -_- <br />L <br />PE00 <br />L 6106.33® <br />6112 2 <br />—I— <br />I <br />II <br />I I <br />I <br />II <br />_ 1 <br />10 -yR WATER I L I <br />EL IG 105.17 <br />' ! <br />II <br />II <br />I <br />EMERGENCY <br />SPILLWAY' <br />INVERT E4 <br />INVERT <br />6105.0 CELL A <br />—� <br />-- <br />1 <br />L <br />I CELL B <br />Drown <br />ATS <br />EL <br />6084 <br />I I <br />I I <br />II ! <br />! <br />I <br />I <br />C1i PROFILE: SEDIMENT OUTLET DITCH <br />6200 <br />6190 <br />6180 <br />6170 <br />6160 <br />6150 <br />6140 <br />6130 <br />6120 <br />6110 <br />6100 <br />6090 <br />6080 <br />?2' '. U. PrRE;rA57 CCmCPF7E MANHI/.f_ <br />TYPE I[ SUa_FIDF- PES'.SCANT (ONCPfTr <br />M I TH EYDAY C;)AL'. AR CC)AT ;NC <br />{ -T -J - ii✓-�` -Y�`7 - > -7 B" CIA. PI-E& IKVFRT Fh EV, m6099' <br />1 r.. <br />a4F� (093'. F+S iFtIT. COwFR PIPE fNT] <br />\ -��! raeM1Hdt F TIiR SuFr I: 1£kT 615Ta11�E <br />1E" DI0.. E10F'F P(Pi 't- ...� -�'�� - TI tri5T:.1_I 18' BFTERMAN Cla GATE <br />FFOIa POND OI vi(7CR VALVE 'M/ T"PL 4 +-FAML 2N CND OF PIPE, <br />TC MAN1401t - <br />ELEV- <br />ELEV'. = 6105.5 <br />FORSHEDA. Pr1ELUHOL <br />NEOPRENE GO-IN MANHOLE <br />CASKET (TYP, EACH JO[NTI \ <br />1 <br />[LEY. . 6093.00 <br />ELEV. - 6069.00 <br />a <br />I ' A e ' A <br />♦ p.t a a <br />�h IFe �e <br />a A t e a <br />a h h h <br />a • a 44 a a <br />a s , h <br />a 9 "• ( `a <br />4, 0 <br />I h <br />° � n <br />FIFV. =coda. 00 <br />L A' <br />2 DETAIL: WEIR RAISE <br />PROPOSED DESIGN: <br />RAISE WEIR <br />ELEVATION 61010 <br />6 <br />_ EL 6106 <br />NOTE: <br />1. PREVIOUS DESIGN SHOWN <br />C5NCRETE FOR REFERENCE ONLY. <br />H:ADIIALL PROPOSED DESIGN ONLY <br />WHERE INDICATED. <br />"-1B '118' OPENING FOF <br />2-13° WATERMAN MCOEL <br />CtO GATE VALVES <br />Fr'X4E TYPE F rOR <br />IIEA)'NALL MOUNTING <br />�o <br />o E <br />i0 <br />PRELIMINARY <br />NOT FOR CONSTRUCTION <br />MOM 0/19/10) <br />V E-O 04/19/10) <br />I FY THAT THIS PW7, SPEdF1GTI0N, <br />OR ABED BY ME OR UNDER MY <br />su f N TM <br />DI CT D ti A DULY <br />UC ED PR R7! ENCI10ER THE <br />Uw5 B E TE Or .. <br />So" <br />BARR <br />�� <br />M{nneapoli °sM nameo°ta <br />Ph. 1- 800 -632 -2277 <br />Prgect Office: <br />BARR ENGINEERING Co. <br />4700 wESr �� <br />MINNEAPOLIS, MN. <br />55435-4803 <br />ax: 1(99 8332 260i <br />wwwb°rr <br />St°le <br />AS SHOWN <br />MOUNTAIN COAL COMPANY, L.L.C. <br />SOMERSET, COLORADO <br />RPE EAST REFUSE PILE <br />PERMIT DRAWINGS <br />BARR PROJECT No. <br />06 23 -1003 <br />i <br />i <br />551 <br />PTS <br />PBS <br />04/19/10 <br />REVISED PR CH REVIS WATER <br />P <br />Dots <br />01/06/10 <br />N <br />Drown <br />ATS <br />CLIENT PROJECT No. <br />tABI <br />checked <br />MRP <br />PROFILE AND DETAIL <br />SEDIMENT OUTLET DITCH <br />RELEASED <br />TO /FOR <br />C <br />0 <br />1 <br />2 <br />3 <br />-�a°°d <br />MRP <br />DWG. No. <br />C -14 <br />REV. No. <br />C <br />N0. <br />BY <br />HK <br />APP <br />DATE <br />REVISION DESCRIPTION <br />PRINTED NAME PHIOP B. SOLSENG <br />DATE 04/23/2010 REG. NO 4 64 <br />DATE RELEASED <br />APPr -d <br />PBS <br />nr i0i <br />_ 1603 D 23 <br />