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2.0 HP GRINDER 2" DIA. DISCHARGE PIPE AND TABLET FEEDER <br /> EQUALIZATION PUMPS �6*DIA,EMERGENCY 30 GPM ANOXIC RECYCLE PUMP OE-CHLORINATOR - <br /> W/SLIDE RAILS OVERFLOW PIPE SUPERNATANT CLARIFIER <br /> ---fE <br /> TRANSFER DECANT PIPE FULL TANK GRATING 230 V,. 3 PH.TIMER CONTROLLED 6"DIA.FUNCEO OUTLET <br /> TRO INLET PORT <br /> TROUGH -7 CALV.PLANK STYLE OUTLET PIPE W1 BAFFLE <br /> ACCESS o 3'-4" <br /> OPENING I <br /> (VERIFY) <br /> 10'-0' <br /> WIaWAr <br /> T.. -- <br /> BARSCRI:TiN ' ISCLIM <br /> FLOATETURN RETURN <br /> SVATCHES 0 6'-0" ARUFT <br /> 7'-8" PUM <br /> 3'-O" <br /> SLUDGE <br /> - I RETURN <br /> RDFT Qtr <br /> EMERGENCY ANOXIC AERATION AND SHT Fj I PUMP 1 D <br /> 6"DIA.FLANGED EQUALIZATION AIR SUPPLY SLtH7CE MIXING PUMP REMOTE AIR CONNECTION <br /> INLET PIPE REMOTE AIR CONDUIT DIVERSION TABLET FEEDER <br /> CONNECTION CDNNECIION A I vALVES W/SLIDE RAILS PLAN VIEW SEE NOTE R <br /> SEE NOTE+7 r-1 CHLORINATOR <br /> VIEW B—B <br /> PAINTED STEEL <br /> PERMETER HANDRAILS <br /> SEE NOTE 15 <br /> - FLOW - - SEE <br /> BOX <br /> - - " 1 6„ OO — <br /> �— 2,-7. <br /> DIFFUSER UNDP PIPES <br /> II I 7'-0" <br /> W/HYDRO-CHER " <br /> AERATION TANK a SERS 4-6" <br /> INLET PORT <br /> tE,m RAP a W/BAFFLE <br /> &.0mil all -- AERATION] <br /> RAFFLE <br /> a 1.7 <br /> P OFF <br /> ��'1 GEOG _ <br /> -3" 5'-0" 18'-9" 8'-0" 2'-0" � <br /> ROW SLUDGE ANOXIC AERATION TANK CLARIFIER <br /> EQUALIZATION HOLDING TANK CalOAI FOUNDATION PAD VIEW A=A <br /> NOTES: TANK TANK TANK ELEVATION VIEW TANK (BY OTHERS) <br /> 1.)ALL EXTERNAL PIPING TO THE TANK IS TO BE <br /> SUPPLIED AND INSTALLED BY 111E INSTALLATION W/O SIDE WALL <br /> CONTRACTOR UNLESS NOTED. 6.) ALL TANK PARTED SURFACES SCRATCHED DURING <br /> 2.)FOUNDATION PAD MATERIALS AND DESIGN IS SHIPPING OR INSTALLATION ARE TO BE FIELD <br /> DETERMINED BY THE PROJECT ENGINEER PAINTED WITH THE PAINT SHIPPED LOOSE <br /> 3.)MATFRIAI S FOR ANCHORING OF TANK TO IHF 7,) AIR BLOWERS AND CONTROL PANEL TO BE <br /> FOUNDATION PAD IS TO BE SUPPLIED BY CONTRACTOR INSTALLED IN BUILDING ADJACENT TO PLANT <br /> 4.)LOCATION OF CONDUIT CONNECTION TO THE TANK FROM LOCATION OF COUPLINGS MUST BE VERIFIED VILLA CEREZOS MHP <br /> THE CONTROL PANEL MUST BE VERIFIED !1/1A Pollution <br /> 5.)HANDRAILS,GRATING,BLOWERS&CONTROL PANEL /+ .("i'7 Control <br /> ARE TO BE SHIPPED LOOSE FOR FIELD LOCATED IN BUILDINGSystems, Inc. PREFABRICATED WASTEWATER PACKAGE PLANT <br /> INSTALLATION BY EEI ADJACENT TO PLANT 5827 Happy Hollow Ln.Suits 18 PCS MODEL PP-13-ESACD <br /> PLANT DESIGN EQUAL. ANOXIC AERATION CLARIFIER SLUDGE CHLORINE DE-CHLOR AERATION.TANK EQUAL.TANK Milford,Ohio 45150 9,000 GPD PLANT DRAWING <br /> MODEL FLOW TANK TANK TANK TANK TANK TANK TANK AIR BLOWER NR BLOWER 'PLOT SCALE IS SET FOR PLODNG (513)871-1165 <br /> NUMBER GPD VOLUME VOLUME VOLUME VOLUME VOLUME VOLUME VOLUME HP CFM HP CFM ON A B-SIZE SHEET 11 X 17. E-11 Palcansy.O aol.com scNc PLOT a/Is.1 Pla=t W. mw T P6-INN <br /> M N1gAWND IiWIAki PiDSM10I MA1 6 KIDP TAlY X DRAWN 61: JJM pA1E: 10-25-16 51FFT DRANVID ND <br /> PP-13-ESACD 9,000 4,350 3500 13,125 2,285 2,975 400 348 5.0 70 1.0 22 P6D D ca/Aa srs7 6 An a D1 X a usD rw0n mNIMt MIDIaNElxEO 6 MAC DAIS• 10-25-16 a 1 15951-01 <br /> AM wR DESCAF"a N NPRDv.Me11FN PpY5SW 1 6 Pgy11TyN S PX: <br /> H <br />