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Advance Water Treatment Upgrade
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Advance Water Treatment Upgrade
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Last modified
3/4/2025 4:44:02 PM
Creation date
2/18/2025 3:27:00 PM
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PLOTTED: 3/24/2020 03:11 PM JOHN KRAMER <br />F <br />E <br />c� <br />0 <br />ui <br />0 <br />c� <br />N <br />O <br />0 <br />to <br />N <br />0 <br />U <br />w <br />0 <br />tY <br />o_ <br />I <br />0 <br />�B <br />N <br />r <br />w <br />w <br />m <br />cl <br />Y <br />a <br />rn <br />0 <br />INFLUENT <br />WASTEWATER <br />INFLUENT SAMPLING <br />- CBOD5 <br />— TSS <br />— FLOW MEASUREMENT <br />MECHANICAL <br />BAR SCREEN <br />BYPASS W/ <br />MANUAL BAR <br />SCREEN <br />MECHANICAL <br />BAR SCREEN <br />n <br />LEGEND <br />PROPOSED PIPING OR IMPROVEMENT <br />EXISTING <br />� <br />ELECTROMAGNETIC FLOWMEfER <br />PUMP (DRY PIT) <br />�- <br />PUMP (WET PfT) <br />PUMP (PROGRESSIVE CAVfiY) <br />OINSTRUMENT/PROBE <br />OSAMPLING <br />SUBMERSIBLE MIXER <br />cio <br />MIXER/AERATOR <br />IN -PLANT LIFT STATION <br />GRIT CHAMBER <br />BYPASS <br />GRIT <br />HAMBE <br />AERATOR <br />\MIXER (TYP) <br />SLUDGE HAULING TO <br />CERTIFIED RESIDUAL <br />MANAGEMENT FACILITY <br />BELT FILTER PRESS <br />2 METER BELTS <br />ilile-ill911v <br />FILTER BACKWASH <br />FLOW <br />CONTROL GATE <br />TWO -STAGE OXIDATION DITCH <br />NO. 3 <br />ANOXIC BASIN <br />AERATION BASIN <br />VOL: 0.18 MG <br />C9- <br />CLARIFIER <br />VOL: 0.80 MG <br />x <br />DIAMETER: 85 FT <br />ObRp <br />m <br />AREA: 5,675 SF <br />VOL: 0.595 MG <br />ANOXIC BASIN <br />AERATION BASIN <br />z <br />VOL: 0.18 MG <br />J <br />W <br />w <br />OVOL: <br />0.80 MG <br />WASTE <br />ORP <br />ACTIVATED <br />ZTWO-STAGE <br />OXIDATION DITCH <br />N0. 2 <br />C <br />SLUDGE <br />SUBMERSIBLE <br />INFLUENT MIXER (TYP) <br />'LITTER BOX <br />CLARIFIER <br />EFFLUENT BOX <br />DIAMETER: 85 FT <br />AREA: 5,675 SF <br />I I _ <br />�, <br />VOL: 0.595 MG <br />z8- <br />dD <br />AERATION BASIN WASTE ACTIVATED SLUDGE <br />VOL: 1.89 MG <br />SLUDGE SLUDGE <br />oft <br />HOLDING TANK HOLDING TANK <br />SINGLE STAGE OXIDATION DITCH NO. 1 VOL: 0.254 MG VOL: 0.254 MG <br />RETURN ACTIVATED SLUDGE <br />C <br />AEROBIC DIGESTER DECANT TO PLANT <br />SLUDGE TRANSFER VOL: 0.721 MG PUMP <br />PUMP STATION STATION <br />(2 PUMPS) <br />CHLORINE CONTACT <br />CHAMBER <br />VOL: 171,500 GAL <br />WET WELL <br />FLOW MEASUREMENT <br />EFFLUENT SAMPLING <br />- FECAL <br />- CL2 <br />— CBODS <br />— TSS <br />— NITRATE —NITROGEN <br />ionms un <br />qw. <br />CERTIFICATE OF AUTHORIZATION #1841 <br />730 NE WALDO ROAD, GAINESVILLE. FLORIDA 32641 / (352) 377- 5821 <br />324 S HYDE PARK AVE. SUITE 250. TAMPA, FLORIDA 33606 / (813) 258- 0703 <br />01 <br />EFFLUENT <br />PUMP STATION <br />WASTEWATER TREATMENT FACILITY <br />ADVANCED WATER TREATMENT UPGRADE <br />CITY OF ZEPHYRHILLS, FLORIDA <br />RECLAIMED WATER <br />STORAGE TANK <br />VOL: 1.50 MG <br />FILTER EFFLUENT <br />SCUM <br />PUMPS <br />RECLAIMED WATER <br />PUMP STATION <br />(5 PUMPS) <br />FILTER <br />INFLUENT <br />FILTER INFLUENT PUMP STATION <br />(4 PRIMARY PUMPS <br />do 1 REDUNDANT PUMP) <br />FILTER PUMP <br />DENT RIFICATION <br />FILTERS <br />RAPID INFILTRATION BASINS <br />AREA: 37.8 ACRES <br />TO PLANT REUSE <br />WATER SYSTEM <br />PROCESS FLOW DIAGRAM <br />P.E. <br />TO RECLAIMED <br />WATER SYSTEM <br />- LOCAL GOLF COURSE <br />- CITY BALLFIELD <br />- CITY PARK <br />R. HOLMES <br />U <br />La <br />w O <br />ar_p <br />mm <br />m U <br />a- <br />.la <br />F <br />E <br />PROJECT W. DATE: A <br />26110-025-01 MARCH 2O20 <br />om W. aMc NO: <br />G5 <br />
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