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SDP (elev 11, <br /> 5 A I <br /> SOR j <br /> AIR CHAMBER <br />0 f f j <br /> <br />3 DAM S EEPS <br />\ I <br /> <br />I I <br />41 <br />SOURCE :WATER <br />" OPEN CHANN0. 4 ?_ \ <br />I / L? <br />05018-F-05 PUMPS 350HP <br /> 3 DAM COLLECTION POND 6 3 DAM PUMP STATION <br /> (elev 10,685N) DESIGN BY WHEELER <br /> VFD BY WHEELER <br /> I INSTRUMENT BY LYNTEK DESIGN I <br /> <br /> VERTICAL VERTICAL VERTICAL TURBINE I <br /> TURBINE PUMP TURBINE PUMP PUMP (FUTURE) <br /> <br />/ P-141 P-142 <br />P-143 I <br />I WASHOOWN <br />HOSE <br />LIME STATION ?._.._.._. FLUSH WATER J (WHEELER <br />LIME SLURRY DESIGN) <br />05018-F-02 OVERFLOW I <br /> E 46 <br /> <br /> <br />TEN MILE POND EMERGENCY LIME FEED PIPELINE (EXISTING) <br /> <br />L_ m a -ta . I <br /> <br />?. ?. s .. .., .. „...... <br />MI% <br /> BOX <br /> <br />SOURCE WATER <br />26 OPEN CHANNEL TEN MILE TUNNEL PF <br /> OVERFLOW (OPEN CHANNEL) <br />I <br />05018-F-05 f <br /> WEIR <br /> M 44 I <br />I <br />LIME SLURRY TANK ? OVERFLOW I 45 <br />LIME SLURRY 38 <br />25,400 <br />I <br />j <br />05018-F-04 <br /> <br />I I GALLONS <br /> <br />I <br />I <br /> I <br />I I I <br /> <br />43 I <br /> <br />LIME SLURRY TANK I <br /> <br />LIME SLURRY - 38 - - - - -?I <br />- - T - <br /> <br /> <br />IME SLURRY LIME CIRCULATING <br /> <br /> <br />P <br />551 <br />I <br /> - <br />05018-F-04 TANK <br /> <br />I T-551 <br /> I <br /> <br />L <br />LIME CIRCULATING I <br /> PUMP #2 <br /> P-552 <br /> FLUSH <br />L.._. _.._ <br />.._.._.._..-...........-..-.. <br />...-..-..-.. _.._.._. <br />_wj <br />NOTES: <br />1. FLOWS LABELED WITH LETTERS ARE INTERMITTENT AND THEREFORE ARE NOT <br />INCLUDED IN THE MASS BALANCE BUT ARE INCLUDED HERE ON THIS FLOW SHEET. <br />2. FLOWS ARE BASED ON WHEELER COMMENTS <br />3. ASSUMES LIME DOSAGE OF 0.36 g/I Ca(OH)2 <br />4. LIME SLURRY TRANSFERRED ® 150 gpm PERIODICALLY <br />BASED ON CONSUMPTION <br />EXISTING <br />ALTERNATIVE FLOW <br />INTERMITTENT FLOW <br />MARK FLOW GPM <br /> MAX. AVG. MIN. NORMAL <br />2 4,400 2,200 1,800 2,000 <br />4 6,000 550 398 480 <br />5 2,000 1,275 1,200 1,200 <br />6 4,400 2,200 1,800 2,000 <br />26 68,350 5,700 2,694 3,241 <br />38 150 - - - <br />43 108 108 108 108 <br />44 88 91.5 102.2 101.2 <br />45 20 16.5 5.8 6.8 <br />46 3,600 - - - <br />47 2,000 1,275 1,200 1,200 <br />48 90,000 6,000 2,900 3,410 <br />a <br />FLOYDS DITCH <br />I <br />MI% OPEN <br />POND CHANNEL <br />3 DAM MIX POND <br />PD-301 <br />(elev 10,6gDN) <br />(LYNTEK DESIGN) <br />(elev 10,380ft) <br />5 DAM <br />PUMP <br />STATION <br />5 DAM <br />SEEPS, <br />SOURCE WATER <br />05018-F-03 <br />? I <br />i <br />MAYFLOWER POND <br />(elev 10,600ft) <br />I <br />48 TEN MILE CREEK SLIDE GATE VALVE TO CLOSE AFTER <br />30 MINUTE DELAY ON INDICATION OF <br />HIGH pH-AND/OR-HIGH TURBIDITY. <br />(SLIDE GATE BY OTHERS) <br />© CLIMAX MOLYBDENUM <br />A Subsidiary of Phelps Dodge Corporation <br />SLUDGE MANAGEMENT PROJECT <br />3 DAM PUMP STATION AREA & BELOW <br />PROCESS FLOW DIAGRAMS <br />I.V?*7NK wcoRPORATED <br />oP W. Li ol7 06 102406.1410 <br />THIS DRAWING WAS PREPARED BY LYNTEK, ALL OF THE <br />INFORMATION CONTAINED THEREIN IS THE PROPERTY OF <br />LYNTEK AND NO REPRODUCTION CAN BE MADE WITHOUT <br />05018-F-061 0