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L <br />Im <br />c <br />1 0 <br />O O <br />a <br />g <br />No <br />L. <br />_ '' <br />._ _.__.__._ __. _.__.__. <br />__ \ � . •� e P' \ \� �n I <br />,�:. I � 1. <br />it <br />W <br />z <br />u <br />z <br />O <br />0 <br />55 <br />1 <br />Lu <br />0 <br />w <br />_'"'r. --J <br />\ <br />... v�, ° <br />/ �� <br />` <br />Ij <br />` \\` \ <br />�_. -.\ -.r, K <br />'+♦\. <br />HPONDG <br />" <br />�t <br />_ <br />asszzz -- <br />o0 <br />DRAIN VALVE <br />✓ { <br />i" <br />/i' "' <br />i -. y \ : _..::: ` r <br />-q :,�, • \ - .... __ _ --�, E DETAIL <br />2" DRAIN PIPE <br />s A <br />_— <br />_ <br />Ole <br />IN <br />" <br />t <br />_ <br />6" MAIN PIPE <br />r <br />200 <br />- <br />\ N 213,560- <br />y <br />i� <br />•G.:• / `1. <br />// <br />�U�dMF{ RELIEF <br />I <br />Y <br />t <br />/ <br />d <br />... <br />% % <br />� <br />VALVE <br />VE .- ......i! <br />r <br />•� <br />j <br />p <br />J - o <br />\.,•. .-✓ o <br />� 1 'n f°oI <br />.•� <br />�'� <br />{ -' <br />DETAIL 2 - VACUUM RELIEF VALVE <br />(NOT OT SCALE) <br />A' <br />1 <br />, <br />/ <br />EMERGENCY DW�IN <br />AT LOW POINT <br />ni <br />c <br />'\ N <br />I.: <br />(DRAIN O CIS <br />� <br />���! � <br />DRAIN TO <br />�.. <br />� <br />-• <br />A., /- <br />- -" ,:� <br />__.,. <br />/ <br />ir'4�, <br />TRUCKS 6 "MAIN <br />1 <br />_.�i'__� <br />-, <br />A 2" HDPE Al <br />' <br />. <br />L - <br />J — <br />/ <br />N 212,000 <br />J I <br />+ RETURN LINE <br />J <br />2 000 <br />BACKFILL <br />ROAD <br />949 Ann <br />s�_ <br />l <br />�• <br />\ ��—.� ! <br />\ <br />.♦ f/ <br />\ <br />�� <br />I <br />j� , � � � � � <br />\.,.. �.... \ <br />\ ` i <br />". , <br />I <br />� <br />LINE TO <br />LOWERS <br />. \♦ <br />_ <br />_ <br />HOLDING <br />- INTAKE LINE <br />_ <br />7 V-77 <br />a <br />6 <br />VALVE <br />If <br />200 <br />j <br />- <br />„ <br />�+ro <br />'i <br />/ <br />v♦ <br />'1 <br />60 HD:, <br />6" HDPE PIPE <br />. M 19� a k' <br />SEE DETAIL 3 <br />SELF -PRIME <br />+ 18" <br />( 1 <br />s �, Cll P• <br />-, -- y _s <br />_ N <br />/ <br />211,000 <br />400 HD BOOSTER <br />(WILL OPERATE DURING <br />BEDDING 2.5' <br />MATERIAL <br />PUMPING <br />PUMPING TO TAILINGS POND) <br />DETAIL 1 — EMERGENCY DRAIN <br />411 <br />� � <br />� � o / <br />°o � <br />PIPELINE TO <br />TAILINGS POND <br />OT TO SCALE) <br />N E <br />( ) <br />CIS <br />cq <br />' 1( I l <br />..., t...... _ <br />; `: ° ! <br />DETAIL 3 - TRENCH <br />\ <br />Ir 1I <br />�F `,_ ._ -. `' /r/ <br />) // <br />DETAIL <br />4 - PUW COPWIGURATION <br />(NOT OT SCALE) <br />` <br />�� <br />L -` •_�\ <br />(NOT OT SCALE) <br />F <br />, ;- <br />! <br />- <br />-- \ <br />N 210,000 <br />— <br />/ <br />HOLDING <br />PONDS <br />HIGH POINT <br />VACUUM F VALVE <br />RELIEF <br />(/ v , <br />', <br />r • `.. A <br />8800 <br />` <br />,', <br />j <br />v�� <br />94 (10 <br />�� <br />5668 77 <br />ease <br />�ti <br />\ <br />\\ <br />If <br />? t�' `' <br />j \,`` <br />\ �♦ <br />r, <br />If <br />If <br />8400 <br />Ui <br />_. ,.. �.. i N 209.000 <br />84M. ou w w 9 til t. <br />a m <br />. <br />. q gg w .� <br />e <br />R R w R <br />r <br />•. <br />r'"l'.,t <br />• / <br />2+00 8+00 8+00 10+00 72+m 14+OD 18+00 <br />76+00 a6+aB 71+00 <br />24+00 <br />18.00 28,80 30+00 32+80 WWI 35100 30+00 40100 <br />42400 444W 48100 48100 1114m 62+w WW 66+00 s8+00 BBroo 82.80 64+00 85.00 <br />If <br />If <br />t•. 1 <br />r <br />'� <br />( <br />�� -, 1 } <br />\. - ji li� <br />t i+ P, i <br />.... <br />,7 / ; I . - <br />i <br />/ <br />HIGH POINT <br />VACUUM RELIEF VALVE TAILINGS <br />PONDS <br />. . <br />N 208,000 <br />i <br />• <br />8680 <br />4 <br />l�' ;''. - <br />i I <br />f •-- <br />'� <br />/ <br />EMERGENCY DRAIN <br />�., ;' <br />/ <br />AT LOW POINT <br />(DRAIN TO TRUCKS) <br />` I <br />HW POINT <br />/ <br />VALVE RELIEF <br />- - -- -- <br />N 207,000 SCALE <br />IN FEET <br />E i a i <br />137 <br />I <br />88+00 88+00 70+00 72 +00 74+00 78+00 75+00 80 +00 82+00 <br />54+00 08+00 80+00 <br />00*00 <br />82+00 84+00 05+00 88+0D 100W0 402+00 10600 108+00 <br />108.00 110+00 712+00 11N00 118+00 118+00 12D+00 122+00 126+00 118+00 128+00 130000 <br />01 <br />.7 <br />0 400 0 <br />800 <br />/ <br />O <br />Permit Numoer <br />t, TAILINGS POND <br />/ <br />o <br />WATER DISPOSAL PIPELINE PROFILE <br />Sectio /Exhi oc,3aesn <br />— '!�—————---- <br />l <br />�r/ / <br />rV <br />W <br />- <br />— — -1g, <br />Class:j48evision �� �� l e` t <br />Typelee9 - - 4----- r-w- <br />f <br />/ <br />ro OGe -- -- -- '- ---- -- -- ---- -- -- -- -` -1-= <br />Class: D Reporl D Hydro OGeneral <br />Doc Type: <br />i <br />13AOD14whon (Coal onlv) D Bond O Enforcement ❑ Incn"r. inn <br />a <br />g <br />w <br />o��,DU RE�jjl <br />��,�• �LOVp� F <br />7,132 f JW <br />Mlo- '►- crve44. <br />AIL <br />Denial Doyd Ev P.E. Cdorado Replebedm No. 32081 <br />PREPARED BY <br />I <br />SHEPHERD MILLER <br />INCORPORATED <br />PREPARED FOR <br />Badw Ill Flt un p, Ino. <br />Stn Luh, Colorado <br />SAN LUIS PROJECT <br />TITLE <br />PIPELINE FROM HOLDING POND <br />TO TAILINGS POND <br />PROJECT: ' OMNBNO � I <br />10026TAS -BUILT OCTOBER 1999 <br />sc ; AS NOTED Acne FILE. TREAT -PL <br />IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII <br />0 0 0 1 3 1 2 1 1 <br />No <br />DESCRIPTION <br />BY <br />jCHKD. <br />APPROVED <br />DATE <br />it <br />W <br />z <br />u <br />z <br />O <br />0 <br />55 <br />1 <br />Lu <br />0 <br />w <br />w <br />o��,DU RE�jjl <br />��,�• �LOVp� F <br />7,132 f JW <br />Mlo- '►- crve44. <br />AIL <br />Denial Doyd Ev P.E. Cdorado Replebedm No. 32081 <br />PREPARED BY <br />I <br />SHEPHERD MILLER <br />INCORPORATED <br />PREPARED FOR <br />Badw Ill Flt un p, Ino. <br />Stn Luh, Colorado <br />SAN LUIS PROJECT <br />TITLE <br />PIPELINE FROM HOLDING POND <br />TO TAILINGS POND <br />PROJECT: ' OMNBNO � I <br />10026TAS -BUILT OCTOBER 1999 <br />sc ; AS NOTED Acne FILE. TREAT -PL <br />IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII <br />0 0 0 1 3 1 2 1 1 <br />ENGINEERING RECORD <br />BY <br />DATE <br />it <br />W <br />z <br />0 <br />55 <br />1 <br />Lu <br />0 <br />w <br />o��,DU RE�jjl <br />��,�• �LOVp� F <br />7,132 f JW <br />Mlo- '►- crve44. <br />AIL <br />Denial Doyd Ev P.E. Cdorado Replebedm No. 32081 <br />PREPARED BY <br />I <br />SHEPHERD MILLER <br />INCORPORATED <br />PREPARED FOR <br />Badw Ill Flt un p, Ino. <br />Stn Luh, Colorado <br />SAN LUIS PROJECT <br />TITLE <br />PIPELINE FROM HOLDING POND <br />TO TAILINGS POND <br />PROJECT: ' OMNBNO � I <br />10026TAS -BUILT OCTOBER 1999 <br />sc ; AS NOTED Acne FILE. TREAT -PL <br />IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII <br />0 0 0 1 3 1 2 1 1 <br />