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i <br />REMOVE AND STOCKPILE EXISTING CLAY <br />-LINING AS NECESSARY FOR INSTALLATION OF <br />THE PIPELINE. REPLACE AND COMPACT TO <br />95% MAX. STANDARD PROCTOR DENSITY. <br />EL. 8784 TOP OF DIKE <br />- -- —�- 10" HDPE <br />i <br />5, 1 _0„ / OVERFLOW /VENT <br />\ e i <br />\ \ 6•--8" �, \ <br />\ / EL. 8779 <br />\FS.rl�r 10" HDPE FLANGE ADAPTER - <br />\ Cdr - \ _ AND 316SS BACKING RING 10_7' <br />EMBANKMENT FILL - REPLACE \ \ 4 /At \ <br />EXCAVATED MATERIAL AND \ <br />COMPACT TO 95% MAX. \ \ <br />STANDARD PROCTOR DENSITY <br />IF EXISTING CLAY LINING MATERIAL <br />IS DETERMINED TO BE INADEQUATE <br />FOR REUSE, A CHANGE ORDER WILL <br />BE ISSUED TO ENHANCE WATER <br />RETENTION PROPERTIES BY BLENDING <br />IN DRY BENTONITE. <br />EXISTING GROUND <br />SURFACE <br />FINAL GROUND <br />SURFACE <br />i EL. 8771 <br />I <br />a_D <br />cc <br />8768 <br />8768.5 - - - -- -- - -- - <br />1 <br />r FINAL CONTOURS <br />.8770 N <br />CV ' <br />8766 <br />8771 <br />I <br />4" TYP. <br />1 <br />10" TYP. -j 8764 <br />j — 6 <br />II ru <br />TRASHRACK NOT <br />10" HDPE PIPELINES j i 2' - -4" SHOWN 7'_8^ _. FLOW <br />li <br />—T <br />P, <br />- 6• <br />I <br />SAFETY HANDRAIL <br />I2'-ro" -- - <br />I I, <br />1.5:1 <br />L -- <br />- <br />PIPE_ LINEE <br />_ INLET'' <br />2 PLAN VIEW <br /><,. <br />I <br />\4N >DS OR NE',Tgii ANC, APPROvAI. <br />01.W -,W SOS APPROVED 'OR RIUD ^:C AN,': CONS'RQC -:ON <br />-r <br />i <br />\ <br />O <br />V <br />� <br />d <br />\ <br />IN MAX. 12" LIFTS <br />\ <br />\ <br />It <br />L <br />10" HDPE FLANGE ADAPTER AND y8' -0" 1 <br />$� <br />c' 1 T <br />U�t SE�EC FILL PIPE <br />1 0 �' <br />316SS BACKING RING (TYP.) + <br />BEDDING MATERIAL ROM STA. <br />/ oil <br />0 +00 TO 1 +00 <br />\ <br />a' \ <br />103'10" HDPE TEE N <br />/ <br />al <br />I <br />CONCRETE ENCASEMENT <br />�' <br />"- -",PIPELINE INLET STRUCTURE <br />THRU CLAY LINING <br />PROFILE VIEW <br />(SEE DETAIL) <br />I <br />a_D <br />cc <br />8768 <br />8768.5 - - - -- -- - -- - <br />1 <br />r FINAL CONTOURS <br />.8770 N <br />CV ' <br />8766 <br />8771 <br />I <br />4" TYP. <br />1 <br />10" TYP. -j 8764 <br />j — 6 <br />II ru <br />TRASHRACK NOT <br />10" HDPE PIPELINES j i 2' - -4" SHOWN 7'_8^ _. FLOW <br />li <br />—T <br />P, <br />- 6• <br />I <br />SAFETY HANDRAIL <br />I2'-ro" -- - <br />I I, <br />1.5:1 <br />L -- <br />- <br />PIPE_ LINEE <br />_ INLET'' <br />2 PLAN VIEW <br /><,. <br />I <br />\4N >DS OR NE',Tgii ANC, APPROvAI. <br />01.W -,W SOS APPROVED 'OR RIUD ^:C AN,': CONS'RQC -:ON <br />-r <br />i <br />"this drowing together with ary and al ood:tions, <br />corrections, changes and alterations thereof s the <br />property of Climax Molybdenum Company and !s <br />furrished on the express condition that it sholl <br />not be reproduced, copied, lent, or disposed of <br />directly or indirectly, nor used for any other <br />r,„rpose thou for which it is specificolly furnished <br />without the prior wfitten consent of So;d Climax <br />h!- lyboenum Company." <br />O <br />V <br />� <br />d <br />'SSUED <br />I <br />i <br />�I <br />N <br />I <br />i <br />4 <br />SAFETY HANDRAIL. <br />FABRICATE USING 1.5" STD. <br />WT. STEEL PIPE, COATED, W/ <br />8 "x 8" STEEL PLATE TO <br />BOLT TO TOP OF WALL <br />77 <br />10" . <br />I <br />8' -0" <br />OPTIONAL 316SS PIPE <br />`, SLEEVE WITH MASTIC _ <br />202 FILLER OR CAST IN <br />HDPE WALL ANCHOR. I <br />'A <br />6" THICK GRAVEL <br />SUBGRADE <br />10" <br />l <br />107`,10" HDPE FLANGE ADAPTER <br />- AND 316SS BACKING RING. <br />6, -0„ <br />i <br />5"x3/8" STEEL <br />(316SS) PI_ATF x <br />7� -8" LONG <br />,305 CONCRETE <br />306 'REIN. STEEL <br />OPERATOR STAND, BEVEL <br />GEAR OPERATOR W/ <br />HANDWHEEL AND PEDESTAL <br />#5 ''BARS ® 12" O.C. <br />HOf�IZ. AND 'JERT., <br />EA.C#i FACE <br />STAINLESS KNIFEGATF <br />VALVE l u <br />TOP OF- CHANNEL <br />(BEYOND) <br />3 }PIPELINE INLET <br />SECTION A -A <br />SCALE, G <br />TRASHRACK <br />(SEE DETAIL) <br />1_ <br />�. 1 OS <br />PIPE <br />5 "x3/8" STEEL <br />(316SS) PLATE x <br />7' -8" LONG <br />4 ea. HEAVY DUTY HINGE SUPPORTS <br />(316SS) W/ 5/8 "0 HOLES FOR 112" <br />WEDGE ANCHOR BOLTS. TACK WELD <br />TO BACK OF PLATE. <br />r_f n <br />6' TYP. <br />TRASHRACK DETAIL <br />4, PLAN AND SECTION 2 1 <br />#4 U BARS <br />12" O.C. <br />#4 BARS PLACE <br />AS SHOWN <br />—� J1 <br />I►M1; <br />- 4' -0" -- <br />51ENCASEMENT DETAIL <br />SECTION VIEW <br />. •• <br />CHANNEL <br />'INVERT <br />8764 <br />10" - 90' ELBOW ON .105 #5 BARS @ 12" O.C., <br />NORTH PIPE ONLY E•W•. CENTER IN SLAB <br />301•INLET STRUCTURE CONCRETE <br />X02.' INLET STRUCTURE REIN. STEEL <br />2' -0" <br />r <br />RECEIVED <br />DEC 11 2000 <br />Division of Minerals and Geology <br />Permit Number <br />Class. OPermlt <br />Sectio /Exhibit: <br />Class: Revision (yy� <br />Class: ❑ Report O Hydro OGeneral-- - - - - -' <br />Doc Type: <br />_—___-_ ___— _.._ —__ _- _ - -_._ <br />- --- ___.___—___- <br />Application (Coal only) ❑ Bontl � Enforcement O Inspection <br />_ ...... <br />W. W. Wheeler and Rssoclates, Inc. M•M. o.� N <br />-- - -- - - — — - - - - -- —, ,1JoteeResuvCeEng71eer, 1333.1B -6 <br />. ' b e y DRA„„ "G NO � � (M-M-01 „D REFERENCE -u D. NATEMATERIAL 'Climax Molybdenum Henderson MITI .L „ST No. 3 Dam Seepwater Pipeline Y It <br />- -- <br />PlarMdl, Colorado <br />--- - -- uADE B� -- <br />- _ Pipeline Inlet Structure <br />Structural <br />Ac.cEarEO B. IN <br />DRAWG NO. <br />n � r O .'- <br />- -- - -- -- - - - -- - - -- -- - - CHE wEO -- D3 -3 -01 <br />Plan, Sections, and Details <br />IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII <br />21282 <br />