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u i v <br />> Y > <br />0003 0 <br />PS-19 <br />C=1 <br />a <br />o %" -SUF- 005 -PVCI 0 <br />ILL p$_1 - -PS -2 PS -1 o PS -1 j4 -. -SUF- 025-PVCI X" -SUF -003 PVCI "I <br />(R EF. DRG. 4003) \ (REF. DRG. 4003) / c . SUF - 006 -PVCI <br />� I <br />N X" -SUF- 005 -PVCI <br />DPI-03—�I <br />> <br />- 1 d a - <br />\ - <br />- - - -- _ <br />T- � TK -02 I <br />�, dY > - -- -- - FOR DALL 41PUMPSB REF. P &D 1 - - - - <br />a> >- 4" -SUF- 003 -PVCI �, I _. -- <br />I LU ° o > > > > <br />C) a o , a a a a , EDGE OF CRANE � { <br />rt- - - - -- - <br />LL. o o DPI -03 LI o 0 o a o 1 o ' RAIL BEAM a ° a LJ <br />u -- - - PVCI -- - r; - - -_ <br />to a a HIGH LOW a U- a U a u a ° _. -- - -- _ _ o= =- - - -- -- -- - - <br />"1 PS -9 \ \ ADDITIONAL DISCHARGE HEADER PS -SII T = = PS -9 L a Y4"- 003 -PVC i a a - BL <br />\ - 3" DOUBLE 1 <br />SUF- 0170-PVC110 FROM PUMPS PP 05 & PP O6 v, to to a u- a al <br />3 - " TEE CONN. ADDED TO THESE RELIEF LINES ;' PS -10 CONTAINMENT <br />BY -PASS FOR DP GAGE PS 9 s 3 026 -PVCI- L 3 012 -SUF- 3 - SUF- 004 -PVCI - — - PS -19 Y4"- SUF- _ - - - - - - - - Y4"- 012 -012 <br />CL EL. 103' -8" `x- - - X' SUF 012/026 PVCI <br />X" -SUF- 012 -PVC1 - - - - - — - - - - - CL EL. 103' -4X" <br />4" -SUF- 003 -PVC1 3 — ' P5-8 S \ BOOSTER /METERING PUMPS &SLUDGE POT TRAY <br />Y4"- 028 -028 <br />CL EL. 103' -1" X" Ss- 3 X' -SUF- 028 -PVCI `v <br />a %" ADAPTER _ /" -SUF- <br />THRD /SOC BALL 021 -PVCI EL PLAN FROM EL. 102' -7" TO 120' -0" <br />CL EL. 102 -4r3 - <br />VALVE PS -21 N <br />X" -SUF- 009 - PVCI -- - 102' -7" CHANGED TO <br />y `" STRAIGHT RUNS <br />1" -SUF- 002 -PVCI _____ }4" -SUF- 025/006 -PVCI X ^_SUF- 009 -PVCI -10� <br />-- 9, <br />CL EL. 102' - - - - _ _ _ —CL EL. 102' -0" CL EL. 101' -10X" Loa3 2' -11�" <br />1" OVERFLOW T.O.TRAY EL. 101' -10/" y <br />TO PIT PS -20 PS -14 - PS -17 THR'D S.S. „ � THR'D S.S. }� "- SUF +025 -PVC16 1' -3�" 4 34" 1 OMITTED <br />INERSS FOR <br />X" -SUF- 015 -PVCI <br />PS- 12 PS -16 TYP. Y -Y \ ADAPTER X"-V' , PS -1S- <br />1 <br />7,4S <br />UF 023 PVCI PS -15 CUT OUT GRATING <br />REMOVABLE ACCESS TK -02 - 036 -PVCI FOR TRAY LEGS GRATING w /LADDER (TYP) % "- SUF -OOb -PVCI Yz" UNION 2000 F -022- SUF -024- <br />1" -SUF- 008 -PVCI I T.O.C. WALL I I I SOCxTYP � �� � P C � PS -14 <br />-- - - - - - - - — - - \ 3 - <br />1 I 1 I - - EL 100 -0 / SUF -006 -P 1 <br />�= 0 <br />° 1' Y" 4 -WAY = 1 SLOPED <br />1" -SUF- 013 -PVC1 <br />2 N CROSS TYP -- - - - <br />}� -SUF -O 6 -PVCI 1 II TK -02 1 - -][ <br />- <br />r T <br />Y4"-029 PVC1 <br />STRAINER BLOWDOWN & PER <br />STRAINER o X"- SUF - 027 <br />- X" -SUF- 012 -PVCI DRAIN PIPING ` -_ -- <br />- s `�' �_ PVCI <br />I <br />RECONFIGURED. - %" -SUF -026- <br />REF. P &ID FRAME r PVCI- - -- - - -- - - <br />- - PS -9 -- <br />- -- -- ' _ o 0 o PVC1F -012 0 0 o W J T.O.C. SLAB 1 <br />SUMP PIT EL. 96' -0" X SUF- 028 -PVCI I I PS 9 I I I Q CL <br />Q PS -8 / U- X" -SUF- 012 -PVC1 <br />- - / _ ' _ _ „ 8 8 3 -TO 36 " -MW- 002 -HDPE) <br />II X -SUF- 012 -PVC1 PS -10 L*n <br />EL. 95' -0 1' -0� r - 1' -3/" � _ 1' -3}2' 1' -3/,6" 1' -0�' EL. 103' -4Y" 0 0 36UF 029 02 CI J <br />B.O.SUMP � <br />0 <br />- - - - <br />- °- - - - - - -- - - --------------- - -- <br />BOOSTER /METERING PUMP & SLUDGE TRAY SECTIONS EXTERNAL BACK PRESSURE' BOOSTER /METERING PUMPS & SLUDGE POT TRAY <br />4001 CONTROL VALVE, PRESSURE NEW COMMON DISCHARGE HEADER' 1 DRAIN LINE RELOCATED TO RUN WEST _ <br />GAUGE & DRAIN VALVE ADDED SERVICING ALL 4 PUMPS. ALTERNATIVE PLAN FROM EL.102'-2" TO 102' -7" APPROX. FROM POT, BENEATH PUMP TRAY & <br />TO EACH PUMP DISCHARGE. DISCHARGE HEADER FROM PP -05 & THEN DISCHARGE INTO POND THROUGH <br />PP -06 TIES INTO PUMP RELIEF LINES. PUMP HOUSE FLOOR OPENING. FROM TK -01 <br />REF. P &ID. <br />1 1 <br />" -SUF- 014 -PVCI DPI -03 ��r Y" 2000 TU BALL COUP � 06 -PVC PVCI - PS -17 _ 1 "- 1"-O 2 -PVCI <br />I D <br />(LOW) 1" -SUF- 013 -PVC1 _ <br />VALVE SOCxSOC <br />TYP PS -16 PS -15 PS -20 <br />}" -SUF- 014 -PVCI 4 _3 1 "- SUF - 041 -PVC1 0 <br />3 „ -PS -6 (HIGH) 3 "SUF - 006 -PVCI o <br />I <br />FL -01 DPI -03 SUF- 010 -PVCI Yz" -SUF- 025 - PVCI - r - - - - - - -- - -- -1" -SUF- 008 -PVC1 0 <br />SUF- 005 - PVCI - SLUDGE POT 3 "SUF - 021 -PVCI \ ' <br />SUPPORT DPI 03 j„ SUF- 025 -PVCI -- - - -3 ' --- - - - - -- " -- _ u <br />SEE DETAIL T'-D14 -014 SUPPORT 3c" SUF- 006 - PVCI - FL-01 z Y UNION SOCxSOC ,- NI PVC ^ 2- PV�SUF- 24- - FROM a - fi --PS-12 <br />X" SUF- 010 - PVCI -- <br />= (LOW) 7 3 „ _ TYP a l <br />00 / SUF- 004 -PVCI' o o Y- STRAINER C° ' <br />C O <br />— - X" SUF- 005 -PVCI v' SUF -006 X SUF- 1 TK -02 ° <br />SUF- 003 -PVCI ' o o CL EL. 103' -1" 3 <br />X" SUF - 005 -PVCI PS -11 <br />- %" SUF- 009 -PVCI <br />HIGH PRESSURE PS -21 3 . Y" -SUF- 009 -PVCI PVCI 02C1 \ PS -1 i N <br />X" SUF - 020 -PVCI -- ____- NEAR SIDE X" SUF- 020 -PVCI - /c Y- STRAINER 8 <br />0 0 � � �', PS -11 �� rPS -11-'" -- - - - - - - <br />Y" -SUF- 014 -PVCI %" SUF- 036 -PVCI Y' 2000 TU BALL - X" SUF <br />%" SUF- 009 - PVCI - (IN FRONT) VALVE SOCxSOC " -SUF- I -}4" -SUF- r S F- 021 -PVC1 ° <br />(HIGH) 03 - P-VC]_ <br />PUMP TRAY SLOPE )9" /FT. PS -14 03 -P_VL1 - - -- 0-- MEN <br />-- -- X "= SUF = -- <br />I <br />0 0 - - -- -- - - - -- X "" SUF- 023 -PVC1 - - _ - - - 1 <br />------ - - - - -- 3 „ ------- - - - - -- -------------- - - - - -- Y4Xy *, coup--" - a -- - j SLOPE 14"/FOOT OTC1 0 .o `- -- _ - - =DRIP 2= <br />SUF- 007 -PVCI 3 "' PS 9- �- <br />a a a a a a TRAY <br />SECTION B X° SUF- 021 -PVCI I �I a <br />- SECT 10 N G (BEHIND) PS -8 - X�^ TEE -= PS-9 <br />SECTION C PS -10 <br />BOOSTER /METERING PUMPS & SLUDGE POT TRAY X "- SUF - 029 -PVC1 <br />Specialist: ACS PLAN FROM EL. 100' -0" TO 102'J'APPROX. TO 36 " -MW- 002 -HDPE 3/4"- SUF - 012 -PVC1 <br />Permit #: M1977493 Confidential' ?: NO TO 36 " -MW- 002 -HDPE <br />Class: Revision Type /Seq.: TR -07 AS BUILT NOTES: <br />From: Climax To: DMG AS-BUILT NOTES: <br />Doc. Name: Acid Dosing Plant Upgrade, As -Built Drawing 1. REFER TO P &ID, 502040 -1 -1101. 1. REFER TO NOTES ON DRG 4001. <br />[IF IN DOUBT - ASK No. G02040 -1 -4002, Rev. l 2. BASIC ROUTING OF PIPING SHOWN. NOT 2. IF NECESSARY PROVIDE ADDITIONAL PIPE SUPPORTS AFTER ERECTION. <br />Date: 4f 13!2005 <br />THIS DRAWING IS NOT VALID UNLESS THE LATEST REVISION INITIALS ARE HANDWRITTEN ALL FITTINGS AND LINE ROUTINGS ARE <br />EXACT. 3. REFER TO DRAWING 4004 FOR PIPE SUPPORT ("PS") DETAILS, U.N.O. <br />REFERENCE REVISION RECORD m p a CLIMAX MOLYBDENUM CO. <br />CLIMAX MINE <br />DRAWING N_ DESCRIPTION REV No DESCRIPTION BY CHKD DSG`D APPR'D DATE O�e?,QI�eP:ii /S`/. <br />502040 -t -1101 P &ID - °OG 'F9 catsu�nNC ENGINEERS SCALE. 1 " =,. o. N o SHEET SIZE. D MAYFLOWER CLEARWATER POND <br />502040- 1 -4D01 ACID DOSING PLANT - PIPING PLANS, SECTIONS &ELEVATIONS Mechanical & Structural DRAWN M.J. MESKEL M,IMtS.nFt 12 -24 -02 <br />- - 0 3 Engineering & Project Managemen CHECKED R.D. LITTLER Rfl ZZ17Z- e 3 -24 -03 SULFURIC ACID DOSING SYSTEM <br />�'• ",9�1�� 715 Grand Avenue, Glenwood Spin 5, CO 81601 DESIGNED R.D. LITTLER R.P. Z17rZ2W 12 -23 -02 PIPING PLANS &SECTIONS <br />Telephone (970) 928 8538 Facsimile (970) 945 8073 <br />...... DESIGN CHECKED R.D. LITTLER )F19 ZPI 3 -21 -03 <br />AS -BUILT AJA RDL RDL RDL 4 -s -os h' „�E� CLIENT APPROVED R. VALENTINE 5 -1 -03 DWG No 502040 -1 -4002 Rev <br />0 ISSUED FOR CONSTRUCTION MJM RDL RDL RV RL 5 -29 -03 MPA PROJ. MAN. R.D. LITTLER )e r, LI7=ZZT 5 -29 -03 <br />