CLIENT NAME - Sarasota.WaterAtlas.org

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FromCarltonWellfieldRaw WaterFlow MeterLegendCINHClNaOClNaOHNH 3AF-600HClDegasifiersHClNaOClCorrosion InhibitorHydrochloric AcidSodium HypochloriteSodium HydroxideAmmoniaAnti-scalantSedimentationBasinBackwashReturnPumpsProcessFeedPumpsBackwashHoldingTankDual MediaPressureFiltersWash WaterPumpsFlowMeterCartridgeFiltersWashWaterTankAF-600HClNaOHElectrodialysisReversal UnitsTo RejectPumpStationand DeepInjectionWellNaOCl NH 3NaOHCINChlorineContact5 MG GroundTanksStorage TankInline FlowTransferMixer MeterPumpsInlineMixerHClCINNaOClNH 3FlowMeterFinishedWaterPumpsFromPeaceRiverWTP<strong>Sarasota</strong> County Water Supply Master Plan UpdateTechnical Memorandum 2 – Water System Assets - FINALNote: Chemicals shown in bold are those used regularly.Carlton WTF Process SchematicFIGURE 2.5
Table 2.1Summary of Carlton WTF Design ParametersParameterValueFacility Production Capacity 1Annual average day design flow, mgd 8Maximum day flow, mgd 12Degasifiers 1No. of units 4TypeForced draftTotal surface area, ft 2 576Maximum liquid loading rate, gpm/ft 2 23Design airflow rate, cfm/ft 2 70Sedimentation Basin 1Number of basins 1Volume, gal 105,000Average day design flow, mgd 9.4Overflow rate, gpd/ft 2 2,611Detention time, min 18.6Process Feed Pumps 1Number of pumps 6TypeVertical turbineCapacity, gpm 2000Motor size, hp 200Pump speedVariablePressure Filtration 1Number of vessels 5Design hydraulic flow, mgd 15Surface area per vessel, ft 2 432Maximum loading rate, gpm/ft 2 6.0Media depthsAnthracite, in 24Sand, in 12Support gravel, in 15FINAL - August 31, 2005 11H:\Client\SAR Co_SAR\6873C00 WATER SUPPLY MASTER PLAN UPDATE\Deliverables\TM 2 - Water System Assets\Final\TM2 Final.doc
Page 2 and 3: WATER SUPPLY MASTER PLAN UPDATETECH
Page 6 and 7: to review results of selected tasks
Page 8 and 9: 12108642Manatee CountyPeace River A
Page 10 and 11: 20” and LargerWater MainsCounty S
Page 12: Carlton WTF Average Monthly WaterPr
Page 17 and 18: Table 2.1Summary of Carlton WTF Des
Page 19 and 20: advisory alarm mode if they exceed
Page 21 and 22: Table 2.2Carlton WTF Chemical Stora
Page 23 and 24: 2.3.1.6 Planned Future Upgrades or
Page 25 and 26: facility will need to increase staf
Page 27 and 28: The existing WUP was issued in Sept
Page 29 and 30: Building 1AF-600H 2SO 4Raw WaterBle
Page 31 and 32: Table 2.4 Summary of Venice Gardens
Page 33 and 34: Building 2 - The RO systems in Buil
Page 35 and 36: 2.3.2.1.6 Concentrate DisposalResid
Page 37 and 38: • The facility is not equipped wi
Page 39 and 40: University Wellfield Average Monthl
Page 41 and 42: University WTF Process SchematicFro
Page 43 and 44: via a 0.5-hp chemical metering pump
Page 45 and 46: • The discharge flow meter assemb
Page 48: The County distribution system does
Page 51 and 52: • Pump Station No. 5 (PS5) - PS5
Page 53 and 54: 2.4.3.1 Storage Tank UtilizationDue
Page 55 and 56: particular duration of time. The Am
Page 57: All automatic flushing units are po
Page 61 and 62: 2.5.1 Manatee County InterconnectsS
Page 63 and 64:
2.5.4 Siesta Key InterconnectsThe C
Page 65 and 66:
• The chlorine and ammonia chemic
Page 67 and 68:
Appendix ACARLTON WELLFIELDH:\Clien
Page 69 and 70:
Water Supply Master Plan UpdateSara
Page 71 and 72:
Carlton Site Visit - May 19, 2005Ge
Page 73 and 74:
• Some PLCs have been upgraded to
Page 75 and 76:
Carlton Site Visit - May 26, 2005Ge
Page 77 and 78:
Appendix CJACARANDA WELLFIELDH:\Cli
Page 79 and 80:
Appendix DNOTES FROM INTERVIEW WITH
Page 81 and 82:
• Wells 6 and 7 supply the refurb
Page 83 and 84:
Venice Gardens Site Visit - June 2,
Page 85 and 86:
Appendix EUNIVERSITY WELLFIELDH:\Cl
Page 88 and 89:
Figure E.1 University Well #2FINAL
Page 90 and 91:
Distribution System Site Visits - M
Page 92 and 93:
Distribution System Site Visits - A
Page 94 and 95:
Page 96 and 97:
Page 98 and 99:
1.1 Pump CurvesPump curves for each
Page 103:
Pump Station No. 2
Page 117:
SKUA Pump Station No. 1 - Oakmont P
Page 123:
SKUA Pump Station No. 3 - Stickney
Page 133 and 134:
Appendix HWATER STORAGE TANKSH:\Cli
Page 135 and 136:
Figure H.1 Elevated Tank #1Figure H
Page 137 and 138:
Figure H.5 Pump Station No. 3 Groun
Page 139 and 140:
Page 141 and 142:
Appendix JWATER SYSTEM INTERCONNECT
Page 143 and 144:
Figure J.1 Manatee County Interconn
Page 145:
Figure J.5 Siesta Key to City of Sa
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CLIENT NAME - Sarasota.WaterAtlas.org

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