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(elev 11,190ft) <br />SPIRAL CLASSIFIER <br />11IME SIIIRRV <br />05018-F-02 GRAVITY I <br />I I <br />I ? <br />I I <br />I <br />(elev 11,190ft) I I <br />SPIRAL CLASSIFIER <br />LIME SLURRY <br />05018-F-02 GRAVITY <br />L.._..T_ <br />SOP PLANT BYPASS <br />A F- _.._.._.._.._.._. LIME SLURRY <br />6 / 05018-F-03 <br />NEUTRALIZATION TANK #1 <br />05018-F-03 <br />OVERFLOW <br />? I <br />F 213,900 GALLONS <br />LIME SLURRY <br />D TANK <br />T-531 0 <br /> SDP FRESH WATER = w <br />PRESSURE TANK = _ ? _ Uj <br /> T-6i2 0 M 0 a o <br /> - OVERFLOW =a =3 =W =3 <br />(elev 11,190ft) 3 v x 0 3 v x 0 <br />FRESH WATER TANK I <br /> u <br />T LT-1 u <br />T u <br />i <br />FRESH WATER 27 , <br />05018-F-02 FRESH WATER T L _I <br /> PUMP ? <br /> P-811 29 <br /> XX <br /> GALLONS <br /> <br /> FRESH WATER <br /> TANK <br /> <br /> <br />? T-611 _ RO-SYSTEM <br /> 0 (0? VENDOR PACKAGE <br /> v SY-621 <br /> <br /> <br /> <br /> <br />MARK FLOW GPM <br /> MAX. AVG. MIN. NORMAL <br />A 100 - - - <br />E 200 - - - <br />F 100 - - - <br />G 25 25 25 25 <br />8 69 55 29 42 <br />12 1,695 CFM 1,545 CFM 816 CFM 1,032 CFM <br />17 50 - 0 50 <br />27 200 15 8 9 <br />29 200 15 8 9 <br />35 100 71 35 49 <br />36 200 200 200 200 <br />37 100 129 165 151 <br />38 150 - - - <br />39 565 CFM 515 CFM 272 CFM 344 CFM <br />40 565 CFM 515 CFM 272 CFM 344 CFM <br />41 565 CFM 515 CFM 272 CFM 344 CFM <br />E <br />EE <br />51 <br />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 />NOTES <br />?1 LIME RECIRCULATION ASSUMED EQUAL TO MAX LIME <br />FLOW OF 432 GPM MINUS LIME USAGE <br />F2 VOLUME OF TANK AND CAPACITY OF PUMP DEPEND <br />ON CODE REQUIREMENTS FOR FIRE FIGHTING <br />?3 LIME SLURRY TRANSFERRED TO 3 DAM 0 150 gpm <br />PERIODICALLY BASED ON CONSUMPTION <br />8) IUME SLURRY <br />LIME CIRCULATING 05018-F-03 <br />PUMP #1 (elev 10,700f <br />P-531 3 DAM PUMP <br />n 38, UME SLURRY <br />LIME CIRCULATING <br />PUMP #2 <br />P-532 <br />En (n <br />O J O J <br />W <br />x x? <br />z J Z J <br />=a x°3 <br />3" 30 <br />TJ LTJ <br />T <br />cn J NJ <br />= W = W <br />z?J z <br />=a =; <br />3" 30 <br />LIi LT.1 <br />T <br /> u I 05018-F-06 <br />.FLUSH <br />r. _. _.._ <br />. _. - ._.._.._. <br />.I ?_.._.? <br />I (elev 10,7008) <br /> 3 DAM PUMP STATION <br />L---------- UME SLURRY <br /> SPARE 05018-F-06 <br /> elev 11,113ft) <br /> <br />L TENMILE VM EAST CHANNEL <br /> <br />I <br />I .. .._.._.._.._.._.._.. LIME SLURRY <br />I <br />UjJ <br />= W <br />LU <br />= W <br /> <br />z 3_j w? <br />= <br />ow <br />x as ow <br />x o z POLYMER MIX SYSTEM <br />3 v 3 d $ 3 17 FRESH WATER <br />Y LTI 05018-F-05 <br /> 3 <br />I <br />T I LTj <br /> CLARIFIER UNDERFLOW FLUSH <br /> FRESH WATER <br /> 05018-F-0505018-F-05 <br />BLOWER #2 <br />ME-242 <br />INTERMITTENT FLOW - - - - <br />ALTERNATIVE FLOW - - - - - <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 />THE PROPER WRITTEN AUTHORIZATION OF LYNTEK. <br />NKS <br />u CLI MAX MOLoYBDENUM <br />Subsidiary Dodge of Phelps SLUDGE MANAGEMENT PROJECT <br />SLUDGE DENSIFICATION PLANT (elev 11,130ft) <br />PROCESS FLOW DIAGRAM <br />YJVIIFX WCORPORATED <br />D.oa D. MAXWELL 11231306 102306.0949 <br />-WATER <br />05018-F-04