APPENDIX A SITE VISIT FIELD FORMS AND PICTURES

APPENDIX A SITE VISIT FIELD FORMS AND PICTURES

Brunswick Glynn County JWSC Applied Technology & Management, Inc.

Water Sewer Master Plan

APPENDIX A – WATER SYSTEM COMPONENT SITE VISIT FIELD FORMS AND PICTURES



JWSC WATER SYSTEM COMPONENTS EVALUATION6/27/2008

Facility Name: Golden Isles I - Glynco JetportFacility Permit No: Georgia EPD 063-0038

Permitted two wells with 2.000 MGD monthly average/2.000 MGD annual average capacityMiocene Aquifer Withdrawals

Components of Facility

Wells(Y/N): Yes No. of Wells: 1Year of Well(s): UnknownDepth of Well(s) UnknownSize of Well(s)/Casing: UnknownDischarge Piping Size/Mtl: 8" DIPBrackish Water Issues:Well Pump o M tor: No.1

Horsepower: 40 HpVoltage:Phase: 3 PhaseRPM: 1775 RPMMfct/Model No: US Electric Motors High ThrustSerial Nos. ID# B08-5310A-M C3Design Operating Condition 1050 gpm

Control Method of Wells: GST levels - 12.0 on; 14.0 off SCADA: YesChlorination at Well Site(Y/N): YesFluoride Feed (Y/N): YesCondition of Well Heads: Some corrosion on well casing, flange, and pump/motor shaft

Concrete is in good condition - no cracks or debris around well headCondition of Piping: Good

Ground Storage (Y/N): Yes Hydro Tank(Y/N): NoMaterial: 1998 Crom Concrete TankDia of Tank:Dia of Tank:Height of Tank: 17 ft - full water levelVolume of Tank: 200,000 gallonsAerator Condition: Cascade Aerator - good condition but some rust/white scale on screen

High Service Dist. Pumps (Y/N): Yes No. of Pumps: 2No.1 No. 2

Horsepower: 60 Hp 60 HpVoltage: 230/460 V 230/460 VPhase: 3 Phase 3 PhaseRPM: 1785 RPM 1785 RPMMfct/Model No: Peerless Pumps Model 5AE14 Peerless Pumps Model 5AE14Serial Nos. 226347B 226347BMotor Mfct/Model: US Electric Motors 638033A US Electric Motors 638033ASerial Nos. ID C03-838033A-M ID C03-838033A-MDesign Operating ConditionCondition of Discharge Piping: Good - painted

Control Method of Pumps: HSPs on timers set at 51 Hz SCADA: YesPress Switch: Also have local pressure transmitter

HSPs on Variable Frequency Drives US Filter Control System - Pressure Transmitter 150 psi

Chlorination Facilities (Y/N): YesMfct: Hydro Series 800 RegulatorsSize Gas CL Cylinders 150 lb dual cylinders; 4 spare cylindersNo. of Cylinders 2Enclosure: Stand alone fiberglass buildingVentilation: Fan located in chlorine room - workingSet Point: 45 PPD Well Only Rota Meter Setting; 1.5 - 2.0 residual

Booster Pump: Chlorine booster pump located on other side in chlorine building from cylinders

Grundfos CR2 - lot of corrosion on pumpChlorine feed in to ground storage tankEagle Microsystems residual analyzer located in HSP and control building - reading 0.00 mg/L during visitXtrol water tank for residual analyzer system

Fluoride Feed (Y/N): Yes - Hydrofluorosilic AcidChemical storage and Milton Roy metering located in wooden doghouse next to well- roof caved inroof is sitting on metering - not sure feeding

Flow Monitoring (Y/N): YesRaw water flow meter located on well discharge pipingFinished water flow monitor (some corrosion) in concrete vault - good condition

Generator (Y/N): No

Site Fenced/Secured: Yes - fenced and with site lighting

Rehabilitated: Partial CompleteDate: N/A

Deficiencies:Roof caved in on doghouse over HFS tank (fluoride)Well - some corrosion on well casing/flange and pump/motor shaft

concrete in good condition - no debris aroundCascade aerator - some rust/white scale on screenChlorine booster pump - Groundfos CR2 has a lot of corrosion

Overall Condition: Good - equipment and block building in good condition

Additional Information:The well at this facility was the first Miocene well used for drinking water in Glynn CountyRecently added 20 additional feet of drop pipe to the well (extra column in shaft)

and flow went to 1050 gpmAt time of visit there were 13 ft of water in ground storage tankg gOne of HSPs operating during visit - gauge reads approximately 30 psiThere were daily chlorine readings listed in operator's logMilltronics Hydroranger level monitoringBlock buildng for high service pumps and controls

JWSC Golden Isles I (JetPort) Water Production Facility Site Evaluation Photos

June 27, 2008

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Facility Name: Golden Isles IIFacility Permit No: Georgia EPD 063-0038

Permitted two wells with 2.000 MGD monthly average/2.000 MGD annual average capacityMiocene Aquifer Withdrawals


Wells(Y/N): Yes No. of Wells: 1Year of Well(s): UnknownDepth of Well(s) UnknownSize of Well(s)/Casing: UnknownDischarge Piping Size/Mtl: 8" DIP from wellBrackish Water Issues:Well Pump o M tor: No.1

Horsepower: 60 HpVoltage: 480 VPhase: 3 PhaseRPM: 1760 RPMMfct/Model No: Flowserve Pump Model 12BM14Serial Nos. 05M2012Design Operating Condition 800 GPM @ 215 ft TDH

Control Method of Wells: GST levels - 14.0 on; 15.0 off SCADA: YesChlorination at Well Site(Y/N): YesCondition of Well Heads: Some minor corrosion on plate/flange for well headFluoride Feed (Y/N):Condition of Piping: Good condition

Ground Storage (Y/N): Yes Hydro Tank(Y/N): NoMaterial: 2006 Concrete Crom tank with cascade aerator - good conditionDia of Tank:Height of Tank:Height of Tank:Volume of Tank: 250,000 gallonsAerator Condition: aerator in good condition - minor rust


Horsepower: 75 Hp 75 HpVoltage: 230/460 V 230/460 VPhase: 3 Phase 3 PhaseRPM: 1785 RPM 1785 RPMMfct/Model No: Peerless Pump 5AE14 Peerless Pump 5AE14Serial Nos. 693106A 693106BMotor Mfct/Model: Emerson Motors Emerson MotorsSerial Nos. HZ5P2B-C 6212-2Z-J/ HZ5P2B-C 6212-2Z-J/C3Design Operating ConditionCondition of Discharge Pipine: 10"x 6" DI suction piping; 10"x 6" DI discharge piping

Pumps located in building; piping painted and in very good conditionControl Method of Pumps: Cate Road EST Levels SCADA: Yes

Chlorination Facilities (Y/N): YesMfct: Capitol Controls chlorinatorsSize Gas CL Cylinders 150 lb dual cylinders; 4 spare cylindersNo. of Cylinders 2Enclosure: Located in separate room in buildingVentilation:Set Point: 45 PPD Well Only Rota Meter Setting; 1.5 - 2.0 residual

Capitol Controls residual analyzer located in HSP room - running at 1.15 mg/L during visit

Booster Pump: Grundfos chlorine booster pump in HSP room1.5 Hp; 480 V; 3 Phase; 3450 RPM; 15.41 GPM

Fluoride Feed (Y/N): No

Flow Monitoring (Y/N): YesFlow monitor on well discharge pipingFinished water flow monitor in manhole/vault located outside of building

Generator (Y/N): Yes - located behind building

Site Fenced/Secured: Yes

Rehabilitated: Partial CompleteDate: X - new facility 2006

Deficiencies:some minor corrosion on plate/flange for well headminor rust on cascade aeratorbroken concrete slab around valve box outside of flow monitor vault - soil eroded

Overall Condition: Very good condition - new facility

Additional Information:Entire facility newly constructed and in good condition

JWSC Golden Isles No. 2 Water Production Facility Site Evaluation Photos

June 17, 2008


Facility Name: Perry Lane Road WPF (Ridgewood)Facility Permit No: EPD 063-0023

0.450 MGD monthly average and 0.350 MGD annual averageUpper Floridan Aquifer Withdrawals


Wells(Y/N): Yes No. of Wells: 2Year of Well(s): UnknownDepth of Well(s) UnknownSize of Well(s)/Casing: Well No. 1 - 6"; Well No. 2 - 12" CasingDischarge Piping Size/Mtl:Brackish Water Issues:Well Pump o M tor: No. 1 Fire Well No.2 Small Well

Horsepower: 60 Hp 15 HpVoltage: 460 V 230/460 VPhase: 3 Phase 3 PhaseRPM: 1760 RPM 1770 RPMMfct/Model No: Peerless 12MB-3FD Goulds Imp. No. TI-44210 0R4400627-CHC-6 5/01Motor Mfct/Model: US Electric MotorsSerial Nos. ID614359/S09S1650565R-2Design Operating Condition 1000 gpm @ 175 ft TDHCondition of Discharge Piping: Well No. 1 Piping Very good - piping all painted and in good condition

Well No. 2 Piping Good - except for corrosion at well; piping is paintedWell No. 1 - 12" piping feeds distribution system (fire well)Well No. 2 - 6" discharge piping feeds hydropneumatic tank

Control Method of Wells: Well No. 2 on timer - operates 497 minutes/day; Well No. 1 - fire well - unknown if automatic based on local system pressure or manualSCADA:SCADA: YesYes

Condition of Well Heads: Well No. 1 Fair Condition - lot of corrosion on well flange; concrete pad in good condition; some debris on pad

Well No. 2 Good Condition - a few cracks in concrete pad; some corrosion under well head somepaint bubbling where pipe meets concrete

Chlorination at Well Site(Y/N): Yes - 2 chlorine feed lines chlorine booster pump feeds in to both 6" and 12" well discharge piping


Ground Storage (Y/N): No Hydro Tank(Y/N): Yes - Buffalo Tank Corp.Piping off hydropneumatic tank is 6"

Material: Steel - Plant No. 2S, Natl BO301, Btd No J2-3538 3/8" Shl, 5/16 min hdsMAWP 150 psig @ 140 degrees F

Year: 1986Dia of Tank: UnknownHeight of Tank: UnknownVolume of Tank: UnknownCondition: Fair - Tank appears well maintained; some paint peeling off tank and has worn

off concrete supports

High Service Dist. Pumps (Y/N): No No. of Pumps: NoneControl Method of Pumps: Not Applicable

Chlorination Facilities (Y/N): Yes - Dual Gas ChlorinationMfct: Hydro Instruments Series 800; Ecometrics 4000Size Gas CL Cylinders 150 lb dual cylinders; 2 spare cylindersNo. of Cylinders 2Enclosure: Separate block building

Stand alone fiberglass building - not in use - building is emptyVentilation: Vent/louvers in building

Set Point: 12 PPD Well Ony Rota Meter Setting; 1.0 - 1.5 residualBooster Pump: Yes

Flow Monitoring (Y/N): Yes Flow meter located in 6" DIP discharge piping off Well No. 1Flow meter of Well No. 2 on 12" DIP discharge piping in ground; has bypass

Building Condition: Wooden siding building - good condition; painted - houses end of hydrotank; piping; MCC

Generator (Y/N): No


Rehabilitated: No Partial CompleteDate: N/A

Deficiencies:No site lightWell No 2 well head has some paint peeling and some corrosion under well head

some DI pipe under well corroding - paint bubbling and at bottom where pipe meets concretesome cracks in concrete pad

Well No. 1 - a lot of corrosion on well flange - concrete pad good conditionsome debris on concrete pad

Hydrotank - well maintained but some paint peeling/worn off - over 20 years old

Overall Condition: Good

Additional Information: Facility has SCADADual voltage on site - Well No. 1 is 230 V; Well No. 2 is 480 VSmall pneumatic tank in building - not used for chlorination system is used forhydropneumatic tank to keep mercury switches from short cycling - fire well and small well each have switches

JWSC Perry Lane (Ridgewood) Water Production Facility Site Evaluation Photos

June 18, 2008


Facility Name: Canal Road WellFacility Permit No: Georgia EPD 063-0023

Permitted three wells with 0.450 MGD monthly average/0.350 MGD annual average capacityUpper Floridan Aquifer Withdrawals


Wells(Y/N): Yes No. of Wells: 1Year of Well(s): UnknownDepth of Well(s) UnknownSize of Well(s)/Casing: UnknownDischarge Piping Size/Mtl: 12"x8" DIP into pump suction; 12" DIP discharge pipingBrackish Water Issues:Well Pump/Motor: No.1 No. 2

Horsepower:Voltage:Phase:RPM: 1770 RPMMfct/Model No: Peerless Pump Model 12MB-3Imp. No.Motor Mfct/Model:Serial Nos. TI-37902Design Operating Condition 1400 gpm @ 150' TDHCondition of Discharge Pipine: Good - painted; no significant corrosion

Well pumps directly into distribution system

Well has auto flush for first 30 seconds of operation; flushes off bypass drain pipe through microswitch 8" check valve (flush valve); drain line also has blind flange

Control Method of Wells: Cate Road EST Levels SCADA: YesChlorination at Well Site(Y/N): YesFluoride Feed (Y/N):Fluoride Feed (Y/N): NoNoCondition of Well Heads: Very good - pipe and concrete are painted - no corrosion

Condition of Piping: Very good - painted; no significant corrosion

Ground Storage (Y/N): No Hydro Tank(Y/N): NoMaterial: N/ADia of Tank: N/AHeight of Tank: N/AVolume of Tank: N/AAerator Condition: N/A

High Service Dist. Pumps (Y/N): No No. of Pumps: N/A

Chlorination Facilities (Y/N): YesMfct: Premier Series - Cl2 and residual readingsSize Gas CL Cylinders 150 lb dual cylinders; 0 spare cylindersNo. of Cylinders 2Enclosure: Stand alone fiberglass buildingVentilation: Fan located in chlorine room - workingSet Point: 45 - 50 PPD Well Only Rota Meter Setting; 1.0 - 1.5 residualBooster Pump: Yes

Well Xtrol WX202 water tank for chlorine booster pump - located in MCC building

Flow Monitoring (Y/N): Yes Flow meter in valve vault - fair conditionOnly one flow meter as well pumps directly in to distribution system

Generator (Y/N): Yes Natural gas generator on site - Generac

Site Fenced/Secured: Yes - chain link fence secured; buildings locked


Deficiencies: No significant deficiencies

Overall Condition: Very Good

Additional Information: Site lightSmall wooden "doghouse" next to well - can not open; locked

JWSC Canal Road Water Production Facility Site Evaluation Photos

June 18, 2008


Facility Name: WS-03 Goodyear WPFFacility LocationFacility Permit No: Georgia EPD 063-0011

Permitted eight wells with 9.000 MGD monthly average/8.440 MGD annual average capacityFloridan Aquifer Withdrawals


Wells(Y/N): Yes No. of Wells: 1Year of Well(s): UnknownDepth of Well(s) UnknownSize of Well(s)/Casing: 10" well casingDischarge Piping Size/Mtl: 10" DIP discharge pipingBrackish Water Issues:Well Pump/Motor: No.1

Horsepower: 30 HpVoltage: 230/460 VPhase: 3 PhaseRPM: 1760 RPMMfct/Model No: Peerless Pump F405AImp. No.Motor Mfct/Model: US Motors AUDP 2861Serial Nos. T06T113R03FDesign Operating ConditionCondition of Discharge Piping: Piping painted and in good condition

Control Method of Wells: GST levels 7.0 on; 8.5 off SCADA: YesCondition of Well Heads: Good - concrete painted; some rust/corrosion on flange; gasket starting to corrode

Condition of Piping: Good condition - 10" discharge piping; some paint peeling off top check valve and bend after gate valve

Ground Storage (Y/N): Yes Hydro Tank(Y/N): NoMaterial: Concrete - tank is mostly buriedDia of Tank: UnknownHeight of Tank: UnknownVolume of Tank: 113,000 gallons (approx)Aerator Condition: Cascade aerator is in good condition

Tank is painted, well maintained, and in good condition


Horsepower: 75 Hp 75 HpVoltage: 230/460 V 230/460 VPhase: 3 Phase 3 PhaseRPM: 1775 RPM 1775 RPMMfct/Model No: Peerless Pump 6AE14 Peerless Pump 6AE14Serial Nos. 708188A 708188AMotor Mfct/Model: General Electric General ElectricSerial Nos. 5K365AL215C 5K365AL215CDesign Operating ConditionCondition of Discharge Piping: Fair - some paint peeling off discharge piping at 90 degree bend

No. 1 pump - a lot of corrosion on pump around flangeNo. 2 pump - some corrosion on pump around flange

8" DIP suction piping to each pump; potential to add suction piping to feed a 3rd HSP6" DIP discharge piping off pumps; to 8"x6" and 12"x6" piping;12" DIP discharge manifold

Control Method of Pumps: 1st and Brailsford EST levels SCADA: Yes; Pump 1 lead; Pump 2 lag

Chlorination Facilities (Y/N): YesMfct: US Filter RegulatorsSize Gas CL Cylinders 150 lb dual cylinders; 9 spare cylinders

No. of Cylinders 2Enclosure: Separate room in block buildingVentilation: Fan and louver at bottomSet Point:Booster Pump:

Fluoride Feed (Y/N): Yes Flouride tank located in WPF building; metering pump on shelf above

Additional Chemical Feed: PO4 Phosphates fed into discharge line at well - day tank and metering pump in aluminum buildingBulk storage tank located in WPF building and pumps to small tank outside in aluminum building

Flow Monitoring (Y/N): Yes Raw water flow meter in manhole beside ground storage tankpipe corroding; paint peeling off; standing water in manhole; sump pump in manholeFinished water flow meter in valve vault outside building

Generator (Y/N): Yes Generator located on site in building

Site Fenced/Secured: Yes; site fenced; located in medical facility complex

Building Condition: Good condition - block building with wood roof and good aluminum doorsbuilding is painted


Deficiencies: Raw water flow monitor in manhole - pipe corroding; paint coming off; standing water(Per JWSC staff - 2009 - flow meter has been taken out of manhole and put in vault)Piping off well good condition but some paint peeling off top of check valveWell head - good condition but some rust on flange - starting to corrodeErosion around raw water flow meter vaultBoth HSPs have a a lot of corrosion on pump around flangeHSP No 1 - some paint peeling off discharge 90 degree bend(Per JWSC staff - 2009 - pumps have been replaced and piping painted)(Per JWSC staff 2009 pumps have been replaced and piping painted)Per JWSC staff - 2009 - emergency battery backup lighting will be installed by end September 2009


Additional Information: Badger meter screen located on wall in WPF buildingAnnual inspections done of the facility - contractor come in to inspect and paint

JWSC Goodyear Water Production Facility Site Evaluation Photos

June 19, 2008


Facility Name: WS-04 Brunswick Villas WPFFacility Permit No: Georgia EPD 063-0011



Wells(Y/N): Yes No. of Wells: 1 well in remote location across streetYear of Well(s): UnknownDepth of Well(s) UnknownSize of Well(s)/Casing: UnknownDischarge Piping Size/Mtl: 10" DIPBrackish Water Issues: No - per JWSC staff this is best producing well in system for quality and quantityWell Pump/Motor: No.1 Remote Well No. 2

Horsepower: 75 HpVoltage: 460 VPhase: 3 PhaseRPM: UnknownMfct/Model No: Peerless Pump (2008)Imp. No.Motor Mfct/Model: General Electric Model 5K6267XC1A (old motor)Serial Nos.Design Operating Condition 2550 gpm Condition of Discharge Piping: 10" DIP from well to ground storage tank

Condition of Well Heads: Poor - flange at well corroded; casing/pipe above flange badly corrodedwell located in brick building - painted; fair condition

Condition of Piping: Good condition - paintedControl Method of Wells: GST levels 4.5 on; 6.5 off SCADA: Yes

Ground Storage (Y/N): Yes - 2 Hydro Tank(Y/N): NoTank 1 Raw water well piping discharges to cascade aeratorMaterial: Concrete - rectangular; approximately 5 ft high above groundLength/Width of Tank: UnknownHeight of Tank: UnknownVolume of Tank: 120,000 gallons (approx)Aerator Condition: Cascade aerator trays in good condition - screened in

Tank in good condition; no cracks; concrete is paintedDrain and vent on backside of tank in good condition

Tank 2 "Pool" at end of pump building; fed by gravity flow through piping from Tank 1Material: Concrete/Block - paintedLength/Width of Tank: UnknownHeight of Tank: Water is approximately 6 ft deepVolume of Tank: 31,000 gallons (approx)Aerator Condition: No aerator on Tank 2

Tank in good condition; well maintainedRecently cleaned and painted; new metal roof on tank"Pool" area has locked door inside pump building


Horsepower: 75 Hp 75 HpVoltage: 230/460 V 230/460 VPhase: 3 Phase 3 PhaseRPM: 1780 RPM 1780 RPMMfct/Model No: Peerless Pump Peerless Pump 6AE14Serial Nos. 708187AMotor Mfct/Model: General Electric Motor General Electric MotorSerial Nos. 5K365AL215D 5K365AL215DDesign Operating Condition Unknown Unknown

Condition of Discharge Piping:8" DIP suction and discharge piping for each pumpFair - Piping in building is painted; some peeling paint; small amount of corrosion at flange boltsOne pump can pull suction from either the outside ground storage or the pool; lines areinterconnnected and have valvesOther pump pulls suction only from the pool; some corrosion on suction piping and on pump flangesAll suction and discharge pipes are 8" DIPCheck valve appears to be new

Control Method of Pumps: 1st and Brailsford EST levels SCADA: Yes; Pump 1 lead; Pump 2 lag

Chlorination Facilities (Y/N): Yes Discharge in to ground storage tankMfct: US FilterSize Gas CL Cylinders 150 lb dual cylinders; 8 spare cylindersNo. of Cylinders 2Enclosure: Separate room in block building; single aluminum doorVentilation: Vent/louver at bottom of exterior wall and exhaust fan on other exterior wall

US Filter gas detector in main building

Fluoride Feed (Y/N): Yes Flouride tank located in corner of WPF building; metering pump on shelf above

Additional Chemical Feed: PO4 Phosphates fed into discharge line at remote well - bulk storage, day tank, and metering pump in brick building

Flow Monitoring (Y/N): Yes Raw water flow meter in concrete manhole with hatch - some standing waterthere is a sump pump in the manhole; appears to be RamNek coming down on pipingRaw water flow meter in good conditionFinished water flow meter in brick rectangular vault; lot of mud but in good conditionFinished water flow meter in good conditionBoth flow meters are located near the WPF block building

Generator (Y/N): No

Site Fenced/Secured: WPF site fenced; all buildings are locked

Building Condition:Building Condition: Remote Well Building - painted brick building, lighting in building, fan not on/workingRemote Well Building painted brick building, lighting in building, fan not on/workingdoor is in very bad condition - locked but no knob; badly corroded; needs to be replaced

Rehabilitated: Partial CompleteDate: X

New well pump in 2008; cleaned and painted pool; new metal roof on buildingDeficiencies:

Raw water flow monitor in vault - some standing water - has sump pump but not beveled so can never pump all water downSome corrosion on suction piping of pump (HSP No 1) pulling from "pool" and a little corrosion on pump flanges

(Per JWSC staff - 2009 - has been painted and taken care of)Remote well across street - flange at well corroded/casing/pipe above flange corroded badlyFan not working in remote well building - necessary to keep motor coolDoor on remote well building in very bad condition - corroded and no knob

(Per JWSC staff - 2009 - door has been replaced)Per JWSC staff - 2009 - aerator has wooden frame holding screen which is deteriorating

Overall Condition: WPF - Good; Remote Well Site - Fair

Additional Information: Per JWSC staff the remote well is the best producing well in system for quality and quantityBadge flow meter screens mounted on wall near doorChart meters do not work

JWSC Brunswick Villas Water Production Facility Site Evaluation Photos

June 19, 2008

Remote Well Site


Facility Name: WS08 - FLETC Well/WPFFacility Permit No: Georgia EPD 063-0011



Wells(Y/N): Yes No. of Wells: 2 - 1 well is remote locationYear of Well(s): UnknownDepth of Well(s) UnknownSize of Well(s)/Casing: UnknownDischarge Piping Size/Mtl: 8" DIP - both wellsBrackish Water Issues:Well Pump/Motor: No.1 At WPF No. 2 Remote

Horsepower: 50 Hp 50 HpVoltage: 230/460 V 220/380/440 VPhase: 3 Phase 3 PhaseRPM: 1760 RPMMfct/Model No: Layne Peerless 10HXB6 Type OLSImp. No. Serial No. TA2307Motor Mfct/Model: US Electric Motors Catalog M050S2RCSerial Nos. Model No. S311ADesign Operating Condition 1000 gpm @ 151' TDHCondition of Discharge Pipine: 8" discharge piping off well 8" discharge piping off well - peeling but is

some corrosion on piping paint underneathARV dripping water at flange

Control Method of Wells: GST levels Well No. 1 - 7.3 on; 9.9 off; Well No. 2 - 6.8 on; 9.0 off SCADA: YesChlorination at Well Site(Y/N): Yes at WPF No - well pumps to FLETC WPFFluoride Feed (Y/N): Yes at WPF No - well pumps to FLETC WPFCondition of Well Heads: No. 1 - Good - concrete wellhead good condition No. 2 - Good - concrete wellhead has some cracks;

lot of corrosion at sitelot of corrosion at site paint all peeling off; no corrosion on pumppaint all peeling off; no corrosion on pumpCondition of Piping: No. 1 piping - Fair No. 2 piping - Fair

Ground Storage (Y/N): Yes Hydro Tank(Y/N): NoMaterial: Concrete - most of tank is buriedDia of Tank: UnknownHeight of Tank: UnknownVolume of Tank: 300,000 gallons (approx)Aerator Condition: Tray cascade aerator

Fenced in - fair condition; no corrosion; no odor; a little greenSome corrosion on feed pipe in to aerator

High Service Dist. Pumps (Y/N): Yes No. of Pumps: 3No.1 No. 2 No. 3

Horsepower: 50 HpVoltage:Phase: 3 PhaseRPM: 1775 RPMMfct/Model No:Serial Nos.Motor Mfct/Model: GE MotorSerial Nos.Design Operating ConditionCondition of Discharge Pipine: 6" DIP suction piping; 8" DIP discharge off pumps; tie in to 10" and 16" DIP manifold

Control Method of Pumps: FLETC EST Levels SCADA: Yes - Pump 2 and 3; Pump 1 local HOA

Chlorination Facilities (Y/N): YesMfct:Size Gas CL Cylinders 150 lb dual cylinders; 2 spare cylindersNo. of Cylinders 2Enclosure: Located in isolated part of building with separate door and louvers at bottom

Ventilation: Fan located in chlorine room - working

Fluoride Feed (Y/N): Yes Fluoride tank located in generator roomsmall booster pump feeds up to ground storage tank

Additional Chemical Feed: Also feed PO4 Phosphates in to the systemfed in to well discharge and chemical day tank housed in aluminum building at WPFBulk storage of PO4 in generator room

Flow Monitoring (Y/N): Yes Finished water flow meter located outside building; outside fence in vaultRaw water monitor in vault by ground storage tank - vault looks new; good condition

Generator (Y/N): Yes - Genset generator located in building at WPF

Site Fenced/Secured: WPF - Yes but fence is flimsy and corroded - however site is very secure inside FLETCRemote site - no fence but well located in block building


Deficiencies: WPF: No. 1 well has some corrosion on pipe - (Per JWSC staff - 2009 - has been painted)ARV dripping water at flange - Per JWSC staff - 2009 - have worked on but still drip a little - commonWell head No. 1 - concrete good condition but lot of corrosion at siteSome corrosion on feed pipe in to aeratorTray cascade aerator - fair condition - no corrosion but a little greenFencing is flimsy and corroded - but very secure site so not critical

(Per JWSC staff - 2009 - fencing replaced by FLETC)Per JWSC staff - 2009 - aerator is starting to separate from the floor - need to replace

Remote: No. 2 well - lot of debris - parts and busted concrete at site - per JWSC staff - 2009 - has been removedWell head has some cracks in concrete - paint all peeling off but no corrosionDischarge piping is peeling but is paint underneathBlock building in good condition

Overall Condition:Overall Condition: WPF - GoodWPF GoodRemote Well Facility - Fair to Good

JWSC FLETC Water Production Facility Site Evaluation Photos

June 20, 2008

Remote Well Site

1


Facility Name: WS09 - I-95 Water Production FacilityFacility Location I-95/US 34Facility Permit No: Georgia EPD 063-0011



Wells(Y/N): Yes No. of Wells: 2Year of Well(s):Depth of Well(s)Size of Well(s)/Casing:Discharge Piping Size/Mtl: 8" DIPBrackish Water Issues:Well Pump o No M tor: .1 - located by fence corner No. 2

Horsepower: 40 Hp 50 HpVoltage: 230/460 V 230/460 VPhase: 3 Phase 3 PhaseRPM:Mfct/Model No: US Electric Motors R-6229-04-791 Emerson Motor H050V2BLSSerial Nos.Design Operating Condition Wells approximately 1400 gpm and 1800 gpm

Control Method of Wells: GST levels Well No. 1 - 9.5 on; 11.8 off; Well No. 2 - 7.0 on; 7.5 off SCADA: YesChlorination at Well Site(Y/N): YesCondition of Well Heads: No 2 Well has some corrosion; well head in good conditionFluoride Feed (Y/N): YesCondition of Piping: No 1 Well piping has some paint peeling off - some corrosion - not bad condition

Ground Storage (Y/N): Yes Hydro Tank(Y/N): NoMaterial:Material: Concrete tank with aerator - good conditionConcrete tank with aerator good conditionDia of Tank: UnknownHeight of Tank: UnknownVolume of Tank: 250,000 gallonsCondition: Fair to Good - no apparent cracksAerator Condition: good condition - some growth


Horsepower: 75 Hp 75 Hp 75 HpVoltage: 230/460 V 230/460 V 230/460 VPhase: 3 Phase 3 Phase 3 PhaseRPM: 1780 RPM 1780 RPMMfct/Model No: Peerless Pump Peerless Pump Peerless PumpImp. No. 2693102568 F6Motor Mfct/Model: US Electric Motors US Electric Motors US Electric MotorsSerial Nos. F220-50-Y1IY268 R074M F220-50-Y1IY268 R074H360A/Z09Z193055 OR-1Design Operating ConditionCondition of Discharge Pipine: 8" DI suction piping; 6" DI discharge piping - manifolds to 8" and 10" discharge manifold

suction piping outside building has some paint peeling and some corrosiondischarge piping outside building painted and in good condition

Control Method of Pumps: I-95 EST Levels SCADA: Yes; Pump 3 lead; Pump 2 lag; Pump 1 - local?Mercoid controls on pumps; microswitch on backflow valve

Chlorination Facilities: chlorinators in good conditionMfct:Size Gas CL Cylinders 150 lb dual cylinders; 8 spare cylindersNo. of Cylinders 2Enclosure: chlorination equipment located in separate room in buildingVentilation:Set Point:

Wallace & Tiernen gas detector located on wall in generator room for Chlorine PPMFor month of June 2008 daily Chlorine use range 27 - 35 PPD; residual 0.95 - 1.23 mg/L

Fluoride Feed (Y/N): Yes - hydrofluorosilic acidchlorine and fluoride feed into main line in flow monitor vault by ground storage tank

Additional Chemical Feed: Also feed PO4 Phosphates in to the system

Flow Monitoring (Y/N): Yes - in line in vault; standing water in vault; has sump pumpNew raw and finished water flow meters

Generator (Y/N): Yes - located in separate room in buildingMagnamax 3 Phase; 60 Hz; 250 KW, 432RSL4017B


Rehabilitated: Partial CompleteDate: XMotor - Pump No. 3 repaired 12-07 for vibration and bearing problemsNew raw and finished water meters installed 12-07; on SCADA

Deficiencies:Need more light in pump room - need to move lightStanding water in flow monitor vault - has sump pump - not beveled bottom so will never pump all downNo. 1 well some paint peeling off piping; some corrosion; not bad conditionNo. 2 well head has some minor corrosion but overall in good condition

(Per JWSC staff -2009 - piping has been painted)Electrical evaluation noted WPF power distribution equipment nearing end of lift cycle

(Per JWSC staff - 2009 - continually replace parts in equipment - extends life)(Per JWSC staff - 2009 - No. 1 pump has new VFD)

Overall Condition: Good - equipment and building in good condition

Additional Information:Pumps No. 2 and 3 were operating during site visitChlorination feeding during site visitChlorination feeding during site visitPressure relief valve in line - at Old Jesup Road and Glynndale Driveattempting to bring water from the south to the north

JWSC I-95 Water Production Facility Site Evaluation Photos

June 17, 2008


Facility Name: WS-10 Howard Coffin ParkFacility Permit No: Georgia EPD 063-0011



Wells(Y/N): Yes No. of Wells: 1Year of Well(s): UnknownDepth of Well(s) UnknownSize of Well(s)/Casing: 12" casingDischarge Piping Size/Mtl: 12" DIPBrackish Water Issues:Well Pump/Motor: No.1

Horsepower: 30 HpVoltage:Phase:RPM:Mfct/Model No: Peerless Pump Imp. No.Motor Mfct/Model: US Electric MotorsSerial Nos.Design Operating Condition 1528 gpmCondition of Discharge Piping: 12" DIP in good condition

Condition of Well Heads: Good - concrete pad has some cracks; well flange good condition; some black residue/debris; smallamount corrosion

Condition of Piping: Good condition - check valve has a leak where shaft comes through at top of flangepipe support under check valve has no plate and pipe support is corroded at top

Control Method of Wells: GST levels 9.5 on; 12.0 off SCADA: Yes

Ground Storage (Y/N): Yes - 2 Hydro Tank(Y/N): NoMaterial: Concrete - Crom 1987; small lateral cracks all way around at mid-heightLength/Width of Tank: UnknownHeight of Tank: UnknownVolume of Tank: 500,000 gallonsAerator Condition: Cascade aerator trays in good condition - screened in

Tank in fair conditionPer gauge on side of tank 18' is full - was full at time of site visit


Horsepower: 50 Hp 50 Hp 100 HpVoltage: 460 V 230/460 VPhase: 3 Phase 3 PhaseRPM: 1760 RPM 1785 RPMMfct/Model No: Peerless Pump 5AE14N Peerless Pump H644ASerial Nos.Motor Mfct/Model: US Electric MotorsSerial Nos.Design Operating Condition 880 gpm 1500 gpm 1500 - 1600 gpmCondition of Discharge Piping: Pump No. 1 pump closest to door; corrosion on check valve; valve leaking;

pump ok conditionPump No. 2 new pump - recently changed out; new valves; piping in good conditionPump No. 3 corrosion on pump flanges and check valve spring

Have to have discharge valve mostly closed to stay on pump curve;pump will trip out if valve open all the way

Pumps 1 and 2 have 6" DIP suction and discharge pipingPump 3 has 8" DIP suction and 6" discharge 12" DIP manifold suction piping; 12" DIP manifold discharge piping12" discharge piping under grating - appears to be in good condition

Control Method of Pumps: Prince St. EST levels SCADA: Pumps 2 and 3 SCADA; Pump 1 HOA

Chlorination Facilities (Y/N): YesMfct: Siemens RegulatorsSize Gas CL Cylinders 150 lb dual cylinders; 8 spare cylindersNo. of Cylinders 2Enclosure: Separate room in buildingVentilation: Louver at bottom of wall; ventilation duct in chlorine room - not appear to be operatingSet Point:Booster Pump:

Fluoride Feed (Y/N): Yes Large tank on scale in building; metering pump

Additional Chemical Feed: PO4 Phosphates fed from bulk tank to smaller tank on other side of HSPs behind wall - has booster pump; day tank has metering pump

Flow Monitoring (Y/N): Yes Raw water flow meter in vault between well and building; pipe corroded; standing water in vault;vault and hatch in good condition; read by SCADAFinished water meter in vault on back side of building near fence;finished water main crosses ditch to trackfinished water meter vault full of water up to bottom of meter pipethere is a sump pump in vault

Generator (Y/N): Yes Generator on site; diesel fuel tank outside building

Site Fenced/Secured: WPF site fenced; all buildings are locked; located at park

Building Condition:

Rehabilitated: Yes Partial CompleteDate: X

HSP No. 2 recently replacedDeficiencies:Deficiencies:

Finised water flow monitor in vault - vault full of water up to bottom of meter pipe -not beveled bottom can never all drainRaw water flow meter in vault - pipe corroded - standing water - has sump pump - no bevel can never pump all downWell head concrete cap has some cracks - some black residue and debris; very small amount of corrosion on paint/well

(Per JWSC staff - 2009 - regularly clean and remove residue)Check valve has leak where shaft passes through; at top flangePipe support under check valve has no plate and pipe support is corroded at topCrom tank 1987 - has samll lateral cracks all the way around the tank at mid-height - aesthetic not structuralHSP No 1 has corrosion on check valve - leakingHSP No 3 - corrosion on pump flanges and check valve spring

(Per JWSC staff - 2009 - check valves have O-rings and takes about 6 hours to take apart to fixtypically wait until is significant problem before take out of service)(Per JWSC staff - 2009 - piping has been painted)

Old motor sitting by HSP No 1 - need to remove - (Per JWSC staff - 2009 - has been removed)

Overall Condition: Fair to Good

Additional Information: Site lighting on buildingBadge flow meter screens mounted on wall near HSPsSCADA onsiteCircular chart recorders for Raw/Finished Water/Residual LevelMilltronics Multirange (12.08 reading)Noted on electrical evaluation that not have double wall diesel tank - Per JWSC staff is double wall

JWSC Howard Coffin Park Water Production Facility Site Evaluation Photos

June 19, 2008

A


Facility Name: WS-SM102 Fancy Bluff Water Production FacilityFacility Permit No: Georgia EPD 063-0045

Permitted one well with 1.000 MGD monthly average/annual average capacityMiocene Aquifer Withdrawals


Wells(Y/N): Yes No. of Wells: 1Year of Well(s): UnknownDepth of Well(s) 540 FTSize of Well(s)/Casing: 12-inch casingYield 1000 gpmDischarge Piping Size/Mtl: 8-inch Ductile IronBrackish Water Issues:Well Pump o M tor: No.1

Horsepower: 40 HpVoltage: 230/460 VPhase: 3 PhRPM: 1780Mfct/Model No: H040V2BLF S331 ModelSerial Nos.Design Operating Condition 1000 gpm

Control Method of Wells: GST levels or local system pressures - can bypass GST SCADA: YesChlorination at Well Site(Y/N): YesCondition of Well Heads: Concrete cap - very top is split - flange is badly corroded; some cracks and rustFluoride Feed (Y/N): NoCondition of Piping: Painted and in good condition

Ground Storage (Y/N): Yes Hydro Tank(Y/N): NoMaterial: Concrete Crom tank with aeratorDia of Tank:Dia of Tank: UnknownUnknownHeight of Tank: UnknownVolume of Tank: UnknownAerator Condition: good condition - some corrosion


Horsepower: 75 Hp 75 HpVoltage: 230/460 V 230/460 VPhase: 3 Phase 3 PhaseRPM: 1735 1735Mfct/Model No: Peerless Pump Model 5 Peerless Pump Model 5AE14Imp. No.Motor Mfct/Model: D75V2B Model 638034 D75V2B Model 638034Serial Nos. 630573B 630573ADesign Operating ConditionCondition of Discharge Pipine: Painted in very good condition - 6" discharge piping; ARVs on top of pumps

butterfly valves before and after check valvesControl Method of Pumps: SCADA: Yes Pump No. 2 appears to run all the time at reduced speed;

Pump No. 1 is either on timer or uses local system pressures; Pumps operated with VFDs

Chlorination Facilities (Y/N): Yes - Dual Gas ChlorinationMfct: Jacuzzi 15H4259-S1 Svern Trent Capital Contols; Solo 1000 ScalesMfct: Series 800 Hydro Instruments; Econometrics Series 4000Size Gas CL Cylinders 150 lb dual ; 4 sparesNo. of Cylinders 2Enclosure: Stand alone fiberglass buildingVentilation: Chlorine fans at top of building - louvers not open all the waySet Point: 18 PPD Constant Rota Meter Setting; 1.5 - 2.0 residual

Has residual analyzer but not on at time of visitchlorination system operates when wells come on

Booster Pump: 5 Hp booster pump


Flow Monitoring (Y/N): Yes Finished water flow meter located in line in manhole outside of pump buildingflow meter located below grade in manhole - lot of standing waterRaw water flow meter located in line on well discharge piping

Generator (Y/N): No

Site Fenced/Secured: Yes - chain link fence

Rehabilitated: Partial CompleteDate: X - New facility approximately 2-3 years

Deficiencies: light broken on buildingwindow broken in chlorine roomflange at well pump is very corrodedConcrete well cap - very top is split

Overall Condition: Good - facility is new

Additional Information: Approximately 2 -3 years oldPump No. 2 operating at time of visitFacility has SCADAResidual analyzers were not on at time of visit - per staff it is done manuallyHigh service pumps and controls located in block building - very good condition

JWSC Fancy Bluff Water Production Facility Site Evaluation Photos

June 16, 2008

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Facility Name: Water Production Facility, Exit 29 (South Port)Facility Location: I-95 and US-17 Interchange - Exit 29Facility Permit No: Georgia EPD 063-0025

Permitted three wells with 1.300 MGD monthly average/annual average capacityFloridan Aquifer Withdrawals


Wells(Y/N): Yes No. of Wells: 1Year of Well(s): 1988Depth of Well(s) 890 FTYield 1627 gpmSize of Well(s)/Casing: UnknownDischarge Piping Size/Mtl: 12" DI - good condition - painted/ small amout rust on boltsBrackish Water Issues:Well Pump Motor: Peerless Pump S lec o r/ U E tric M to No.1

Horsepower: 100 HpVoltage: 230/460 VPhase: 3 PhaseRPM: 1775Mfct/Model No: 404TP - Frame; Type AUSerial Nos. 9983 A-A01Z297R055MDesign Operating Condition 1500 gpm

Control Method of Wells: Hydro Tank Pressures SCADA: YesChlorination at Well Site(Y/N): Yes - feeds into main header before hydropneumatic tankCondition of Well Heads: Fair - cracked; some corrosion on lower flangeFluoride Feed (Y/N): YesCondition of Piping: Good

Ground Storage (Y/N): Hydro Tank(Y/N): Yes - Buffalo Tank Corp.Material:Material: Steel - MAWP 75 PSIG @ 140 Deg F; BTC No. J-4276Steel MAWP 75 PSIG 140 Deg F; BTC No. J 4276Year: 1988Dia of Tank: UnknownHeight of Tank: UnknownVolume of Tank: UnknownCondition: Fair to Good Outside- Painted

Poor - Corrosion inside on top per United Water/Glynn Co Engineering Staff

High Service Dist. Pumps (Y/N): No No. of Pumps: NoneControl Method of Pumps: Not Applicable

Chlorination Facilities (Y/N): Yes - Dual Gas ChlorinationMfct: Hydro Instruments Series 800; Eagle E1-2000 ScalesSize Gas CL Cylinders 150 lb dual cylindersNo. of Cylinders 2Enclosure: Stand alone fiberglass buildingVentilation: Yes - fans at bottom of buildingSet Point: 18 PPD Well Ony Rota Meter Setting; 2.0 - 2.5 residual

Fluoride Feed (Y/N): Yes - fluoride feed system direct to hydro tankChemical storage in small wooden building (dog house) - fair condition

Flow Monitoring (Y/N): Yes Raw water flow meter in concrete manhole in line off the wellFinished water flow meter located below grade in concrete box on 8-inch pipe - lot of standing watersump pump not plugged in/not workingfinished water flow meter located off end of hydropnuematic tank

Generator (Y/N): No


Rehabilitated: No Partial Complete

Date: N/ADeficiencies:

lot of standing water in flow monitor vault - has sump pump but not workingno bevel in bottom of vault - can never pump all water down

well head cracked and some corrosion on lower flangehydrotank in fair to good condition - is paintedChemical storage in small wooden building (dog house) - fair condition

Overall Condition: Fair

Additional Information: Facility has SCADA

JWSC Exit 29 Water Production Facility Site Evaluation Photos

June 16, 2008

APPENDIX A – SEWER SYSTEM COMPONENT SITE VISIT FIELD FORMS AND PICTURES



6/16/2008

Pump Station Number: LS4002Pump Station Location:

Type of Pump Station: Dry/Wet Pit Shaft Driven Pumps with Motors Above - Large BuildingWet Well Material: One outside separate from building - influent channel; flows in to wet well in buildingWet Well Coating/Liner:Valve Vault Material: N/AValve Vault Coating/Liner: N/ASize/State of Suction Piping: 30" Good condition - painted whiteType/State of Suction Valves:Size/State of Discharge Piping: 12" Good condition - painted whiteType/State of Discharge Valves:Size of Forcemain/Manifold: 16"Number of Pumps: 2Pump Manufacturer: GouldsPump Model Number: NSW 8X8X17LC-F7-B4Pump Impeller Number: 15.38 *Per JWSC Inventory SummaryPump Serial Numbers:Design Operating Point: 3000 gpm @ 60' TDH 2500 *Per JWSC Inventory SummaryDrawdown Testing Performed: Yes 12-2007Horsepower: 60 Hp Motor Data:Voltage: 440 V 60 Hp/1200 RPM/93 FLAPhase: 3 60 Hz/3 Ph/440 VVFDs (Y/N): Yes with bypassSCADA (Y/N): YesFenced/Secure: Yes

Chain link fence - lockedSome rusting of fence

Bypass: 12"x 6" - above ground bypass

JWSC Lift Station Evaluations

1309 Reynolds Street # 17000

*Size from LS4002 Storage Curve SS (AS-Built folder)

Building Condition: Block building in very good condition - painted inside and outsideAre some cracks but minor

Site Lighting: Yes - outside by wet well

Rehabilitated: Partial CompleteDate: X

Telemetry system was redone approximately 3 months ago by staffJan-Feb 2008 bypassed entire station and cleaned suction piping - was 80% cloggedand was keeping water levels about 2' higher than necessaryOne of the pumps was rebuilt in the last 12 months due to a split sealOne of motors was repaired 5-9-05

Deficiencies:Lighting in the building is not gooodPump vibration/rattling (resolved 2009 - pulled 5 gallons worth of rags from impeller)

VFD operates based on flow levels, when Hz drops low are not getting velocity necessary to move debrisFans not operational - garage door in dry well area is kept open - (fan actually for lower level -

no need repair as pumps have mechanical seals)Influent channel is located outside with access by stairs or is covered with grating - potential liability

Overall Condition:GoodOne pump (running at time) rattling/vibrating a lot- staff indicated becausepump operating at a high load because had about a 2" rain the previous day - lot of I/I

Discharge Route/Location: To Academy Creek WPCP

Additional Information:Transducers were relocated into wetwell approximately 6 months agoPump station originally built in 1963/1964Pumps typically run about 30-40 Amps

Ray Tarker has blueprints for the stationWet well flow train comes in flat and then 45s down about 6'-7' drop under buildingPumps have a seal water systemFans on roof of station - not sure if workingWetwell outside of building has grating Per staff when Reynolds Street project is completed - LS2 and LS3 will come offlineMost likely 3-5 years before project will be completedElectrical evaluation noted could not verify 120V transformer condition as could not locate - per JWCS is on ceilingPer JWSC staff transformer has no overcurrent protectionPer JWSC staff in 2009 station upgraded, panels removed, now have 2 VFDs, generator disconnect, SCADA box

JWSC LS 4002 Site Evaluation Photos June 16, 2008

JWSC Lift Station Evaluations6/19/2008

Pump Station Number: LS4003Pump Station Location: 2020 Newcastle Street # 17000

Type of Pump Station: Dry/Wet Pit Shaft Driven Pumps with Motors Above - Large BuildingWet Well Material: One outside separate from building - influent channel; flows in to wet pit in buildingWet Well Coating/Liner:Valve Vault Material: N/AValve Vault Coating/Liner: N/ASize/State of Suction Piping: Badly corrodedType/State of Suction Valves:Size/State of Discharge Piping: 12" Horizontal piping near pumps badly corroded and paint peeling off

Type/State of Discharge Valves:Check valves appear relatively new - on 1 spring lever has O-ring leaking; other has no check valve handle

Size of Forcemain/Manifold: 16" 12"x10" off pumps; 12" discharge piping; 16" at manifoldNumber of Pumps: 2Pump Manufacturer: GouldsPump Model Number: NSW 10X10X21LC-NSWF7C4Pump Impeller Number: 16.62 *Per JWSC Inventory SummaryPump Serial Numbers:Design Operating Point:Drawdown Testing Performed: NoHorsepower: 75 Hp Motor Data:Voltage: 460V 197 FLA/97 FLA 75 HpPhase: 3 Phase 230 V/460 VVFDs (Y/N): Yes - Have 1 - Pumps AlternateSCADA (Y/N): YesFenced/Secure: Yes

Chain link fence - have had break-insGrating off influent channel/wetwell was stolen

Bypass:Building Condition: Fair

Doors deterioratedLighting upstairs is good; gap in grating upstairs- bolted but trip hazardAll handrails in good conditionNo ventilation in dry pit

Site Lighting: On the outside of the building

Rehabilita :ted Partial CompleteDate: X

Influent flow reworked - relatively new manhole outside fence; feeds directly in toinfluent channel area downstream of outside ww/channel where channel is in 45 dropkeeps flow down and now outside wetwell/influent channel primarily for storagePer JWSC staff this construction resulted in improperly laid inverts such that invert at channel/wetwell is higher

Deficiencies: Corrosion bad on suction piping, pump support, volute and top pumps (from seal water)Wooden catwalk/frame over dry pit at intermediate level badly deteriorated - safety hazardOnly one VFD - pumps have to alternateNo ventilation in dry pit areaInfluent channel is located outside with access by stairs or is covered with grating - potential liabilityDoors deterioratedNew gravity sewer construction resulted in invert at channel/wetwell higher than in collection systemcauses sewer to back up into gravity system - approximately 3 blocks (requires about 1.5 ft vertical rise in sewer to overcome)

Overall Condition: Poor to Fair but pumps are operating

Poor due to problems with gravity collection systemBuilding in fair condition; bad corrosion on pump and suction/discharge piping/valvesSafety issues - catwalk and grating

Discharge Route/Location: To Academy Creek WPCP

Additional Information:LS 4002, 4003, 4005 all constructed at same time and about same designWet well flow train comes in flat and then 45s down about 6'-7' drop under buildingConstruction approximately 1964Per staff when Reynolds Street project is completed - LS2 and LS3 will come offlineMost likely 3-5 years before project will be completedLimited flow on station - pumps operate around 36 A typicallyMiltronics level control hanging down between suction lines in wet pit - controls stationPumps have a seal water systemConcrete pads for pumps in fair conditionOne pump was running at time of visitMonitoring wells on site are USGS Test WellsPer JWSC staff (1 pump rebuilt in 2009)

C i k (


Pump Station Number: LS4WTPPump Station Location: 2909 Newcastle Street # 17000 at Academy Creek WPCP

Type of Pump Station: Open quadraplex submersible - located at headworks of Academy Creek WWTFWet Well Material: Concrete - large open concrete vault with screens, grit removal and divided wet wellWet Well Coating/Liner: NoneValve Vault Material: N/AValve Vault Coating/Liner: N/ASize/State of Suction Piping: N/AType/State of Suction Valves: N/ASize/State of Discharge Piping: Good conditionType/State of Discharge Valves: Good conditionSize of Forcemain/Manifold:Number of Pumps: 4Pump Manufacturer: Yeomans 125S (Series 1900)Pump Model Number: 14206Pump Impeller Number:Pump Serial Numbers:Design Operating Point: 5900 gpm @ 57.1' TDHDrawdown Testing Performed:Horsepower: 125 Hp Motor Data:Voltage: 460VPhase: 3 PhaseVFDs (Y/N): YesSCADA (Y/N): YesFenced/Secure: Yes - at Academy Creek WWTF

Bypass: NoBuilding Condition:Building ondition: There is an old brick building (was wet/dry pit station)There s an old bric building was wet/dry pit station)

Only top floor of building is used now for motor control centerCould strip out the lower building floors (dry pit area) andabandon wet wellOnly triangular shaped wet well located to the south outside of the building is still in use

Site Lighting: Yes

Rehabilitated: Partial CompleteDate: LS/Headworks was redone in 2004-2005

Deficiencies: Only one side of LS4 was operating at time of visit.The other side was shut down for work on the bar screen

Overall Condition: Very good

Discharge Route/Location: Discharges up out of vault and over to older grit system (bucket/nylon chain)

Triangular Wetwell

Brick BldgMCC

ScreensGrit Removal

Wetwell

Wetwell

Additional Information:

Academy Creek WPCP

Flow comes in to triangular wetwell at south end of WWTF, gravity flows to headworks (where LS4 is located).Headworks is located low/in ground in open vault. Enters screens, then grit removal, then splits to divided wetwellsQuadraplex pump station pumps to secondary grit removal. Secondary grit removal is older system - bucket and nylon chain - still in use.Secondary grit removal also has aeration. Secondary grit runs approximately 20 minutes every couple of hours.After secondary grit removal enters open flow channel where splits to go to 2 oxygenation reactors. The return sludge lineand the forcemain from Hercules also discharge in to this channel. The flow from Hercules smells like pine resin.There are four stage reactors. Oxygenate in the reactors. Reactors are covered - is a manway but need a crane to pullthe top. Monitor dissolved oxygen in the reactor via SCADA but also manually check it on a regular basis.Use liquid oxygen for the reactors. They were using PSA - were producing it but system was maintenance intensiveand they had to take it down every year and perform maintenances (pistons, rotate wear rings, etc.). Took a lot of trouble andtime to bring back online.After reactors flows by gravity to clarifiers. Then chlorination and surface water discharge.Use aerobic digestion and belt press. Had a dryer but something happened and not using it anymore. Now haul it to landfill.Belt press is located in old compost building.There are four clarifiers, 8 pumps in RAS building (may be more than one building), and 4 digesters, 2 clarifiers. Two separate trains - per Glenn are not interconnected.

WPCP was running approximately 4.9 MGD at time of visit.

Triangular Wetwell

Brick BldgMCC

ScreensGrit Removal

Wetwell

Wetwell

Centrifuge

JWSC LS 4WTP Site Evaluation Photos June 20, 2008


Pump Station Number: LS4005Pump Station Location: 3415 Stonewall Street

Type of Pump Station: Duplex Dry/Wet Pit with dry mounted submersibles - Large BuildingWet Well Material: One Outside separate from building - Concrete; also wet pit inside buildingWet Well Coating/Liner: HDPE Liner on outside wetwell in good conditionValve Vault Material: N/AValve Vault Coating/Liner: N/ASize/State of Suction Piping: 16"x14" suction to pump (16" into pump)Type/State of Suction Valves:Size/State of Discharge Piping: 12" discharge off the pumps; 14" manifold outType/State of Discharge Valves:Size of Forcemain/Manifold: 12"Number of Pumps: 2Pump Manufacturer: FlygtPump Model Number: CT3305 Pump Impeller Number: 630Pump Serial Numbers:Design Operating Point: 5200 *Per JWSC Inventory SummaryDrawdown Testing Performed: Yes 9/5/2008Horsepower: 100 Hp Motor Data:Voltage: 460 V 100 HpPhase: 3 PhVFDs (Y/N): Yes - Have 1 but doesn't work (In 2009 JWSC staff installed new drive - pumps are alternating)SCADA (Y/N): YesFenced/Secure: Yes, but fence has been cut over near the stairs

Bypass: 12" discharge bypass with gate valve and quick connectBuilding Condition: Brick building in good condition

aluminum doors in good conditionNo ventilation but does have roll doorHandrails everywhere are in good conditionGenerator in building

Site Lighting: Yes - lighting on outside building and in the dry pit of building

Rehabilita :ted Partial CompleteDate: Scheduled for rehabilitation - have bids on hold

New panels and drives, new generator, motors to staywill be able to start both motors/pumps at same time

Deficiencies:Electrical service is only large enough to run 1 pumpAt 4 pm pumps cycle on for 2 minutes then off for 6 minutesReceive flow from LS4048, 4028, and 4006 directlyNot enough storage - pumps are short cyclingVFDs could reduce short cyclingIf there is a problem at the station and pumps go down they only haveapproximately 30 minutes to figure out the problem before start overflowsRecently blew a fuse at the LS and caused levels to rise - visible in new outside wetwell

(Per JWSC staff fuse is gone since have replaced VFD)Overall Condition: Fair to Good - not enough wetwell storage capacity

Electrical issuesStation is clean and good per operators (when pumps are working)

Discharge Route/Location: Last station before Academy Creek WPCP

Additional Information:Same design as LS2 and LS3Not a lot of corrosion at pumps - good condition Had a problem with one pump - sent out for a yearfor repair - pump would trip out - problem was starter

LS has an old influent channel area outside that went in to building (the 45 degree drop)the wet pit in the building, and the new wetwell outside. When station operating theold influent channel area is typically dry and acts as storage as necessary.

Per JWSC staff (2009) are working on upgrading electrical system so can run both pumps togetherinternal system is 250 amps - are working on upgrading all to 450 amps

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Pump Station Number: LS4006Pump Station Location: 3700 Altama Avenue # 17000

Located at the collegeType of Pump Station: Triplex submersible - same design as LS4028 and LS4048Wet Well Material: ConcreteWet Well Coating/Liner: Sewpercoat or epoxy (?) liner - flakes right off - poor conditionValve Vault Material: ConcreteValve Vault Coating/Liner: Coal Tar - Good conditionSize/State of Suction Piping:Type/State of Suction Valves: N/ASize/State of Discharge Piping: 16" (?) DIP 12"?Type/State of Discharge Valves: Pump #3 Check/Isolation Valves have significant corrosionSize of Forcemain/Manifold: 18"Number of Pumps: Three - one has a different impeller than the other twoPump Manufacturer: FlygtPump Model Number: C3201.180Pump Impeller Number: 637/638 *637 per JWSC Inventory SummaryPump Serial Numbers:Design Operating Point: 2100 *Per JWSC Inventory SummaryDrawdown Testing Performed: Yes 9/16/2008Horsepower: 35 Hp Motor Data:Voltage: 460V 35 HpPhase: 3VFDs (Y/N): NoSCADA (Y/N): YesFenced/Secure: No - no fencing

All hatches are secured but locks on wetwell are corroding

Bypass: 12" - Flanged pipe coming up out of ground (where valve)Building Condition: Very good condition

Generator behind building

Site Lighting: Light on building but far away from wetwell


Liner and pumps rehabilitated (same time as LS28 and LS48)

Deficiencies: Liner/coating in wetwell flakes right off - poor conditionGuide rails have some corrosion - especially at the bottomDIP discharge piping and 90 degree bends (especially) are very badly corrodedLot of debris floating near pump - looks like chunk of linerStrong odor and H2S (2009 per JWSC staff has been resolved by chemical addition upstream)Very bad corrosionWater hammer on Pump #3 when pump shuts off/on check valvePacking nut on Check Valve #1 leaking (just needs to be tightened)Pump #3 check and isolation valves have significant corrosion

(Per JWSC staff in 2009 all check valves rebuilt and cleaned)Manhole on site has ARV - very badly corrodedPer JWSC staff (2009) 1 pump needs a motor starter

Overall Condition: Poor

Discharge Route/Location: Discharges to LS4005

Additional Information: Appears to be 24" influent -heavy flowLiner and coal tar is still visible at bottom of wetwell under pump on levelHose bibb but no hoseLS28 bypasses around this stationHas hoist boomDividing wall at station was taken out

6/20/2008Pump Station Number: LS4017Pump Station Location:

Type of Pump Station: Duplex SubmersibleWet Well Material: Concrete Rectangular Wetwell - Divided Well with Both Pumps on One SideWet Well Coating/Liner: Concrete/cementitious liner - looks like hand laid - sagging at bottomValve Vault Material: ConcreteValve Vault Coating/Liner: Coal TarSize/State of Suction Piping: N/AType/State of Suction Valves: N/ASize/State of Discharge Piping: 8" DIType/State of Discharge Valves: Check and Plug Valves good condition - some corrosion on pipes and valvesSize of Forcemain/Manifold: 8" Number of Pumps: 2Pump Manufacturer: Tsurumi "B" Series PumpPump Model Number: TOS-200226BPump Impeller Number:Pump Serial Numbers:Design Operating Point: 1400 gpm @ 45' 1750 gpm per JWSC Inventroy SummaryDrawdown Testing Performed: Yes 7/15/2008Horsepower: 30 HpVoltage: 460 VPhase: 3VFDs (Y/N): NoSCADA (Y/N): YesFenced/Secure: Yes - Fenced/Barbed Wire

Bypass: Appears is located outside of fenced site


2845 Parkwood Drive # 17000

yp ppPipe with blind flange - can not find buried valve

Building Condition: N/A

Site Lighting: No site light


Deficiencies: Strong odors (when hatch open) - have had some complaints(Per JWSC staff - 2009 - odors have been eliminated by placement of chemicals at LS4034 and 4009)Concrete/cementitious liner in wetwell is sagging but appears in tactIs 6" strip around bottom of wetwell (about 1' below overflow)where appears may be exposed concrete (difficult to tell)Some debris/grease in pump well Guide rail brackets completely corroded at top wetwell

(Brackets not available in stainless steel - just have to replace)DI 90 bend on pump discharge all corroded - flanges in bad conditionSome cracks in top slab of wet well

Overall Condition: Fair to Good - some issues - liner/coating, Discharge 90s, Flanges, Guiderail Brackets

Discharge Route/Location: To 4WTP gravity sewer and on to Academy Creek WPCP

Additional Information: JWSC feeds peroxide upstream at another pump stationSite has hose bib but no RPZHospital flow enters hereHave probe in pump well

6/19/2008


Type of Pump Station: Duplex Suction Lift with Rectangular WetwellWet Well Material: Rectangular Concrete - Very Poor Condition Wet Well Coating/Liner: None (if was any has deteriorated)Valve Vault Material: N/A - Pumps and Valves in BuildingValve Vault Coating/Liner: N/ASize/State of Suction Piping: 6" DI/PVC - 90 Degree Bends Outside Building CorrodedType/State of Suction Valves: NoneSize/State of Discharge Piping: 6" DIP/Steel - Fair ConditionType/State of Discharge Valves: 6" Check and Gate/Plug Valves - Good ConditionSize of Forcemain/Manifold: 6"Number of Pumps: 2Pump Manufacturer: Davco CrownPump Model Number: PO6LC 14X-001Pump Impeller Number: 9.75 *Per JWSC Inventory SummaryPump Serial Numbers:Design Operating Point: 1500 gpm *Per JWSC Inventory SummaryDrawdown Testing Performed: Yes 7/15/2008Horsepower: 20 Hp Motor Data:Voltage: 230/460 VPhase: 3 PhaseVFDs (Y/N): NoSCADA (Y/N): YesFenced/Secure: No Fence

Shellface building secured


4727 Altama Avenue #17000

gWetwell locked

Bypass: Located near discharge manhole - pipe with blind flange and buried valve

Building Condition: Concrete block building for pumps and control panelTight fit in room - difficult to move aroundBuilding cracked/wall integrity questionable where discharge pipe passes through

Site Lighting: None


Deficiencies: Pumps vibrate/rattle a lotExtreme vibration on the discharge lineGuards on belts are corroding and paint is peelingWetwell has bricked top section - approximately 3' highGrout gone between all the bricksConcrete (rectangular) wetwell below - concrete completely deterioratedConcrete is fluffy/sandy looking; flakes right offSome corrosion on one of the suction lines outside building; 90 degree bends badly corrodedCorrosion under SCADA antenae and concrete padErosion toward drivewayDischarge manhole (has liner) is badly deterioratedSome corrosion on 1 pump suction

Overall Condition: PoorSignificant vibration from pumpsWetwell structural integrity is questionable

Discharge Route/Location: Through gravity sewer to LS4006

Additional Information: Top slab of wetwell appears in good condition (from top)Per G. Henderson pump station is on Rehab ListNew motor installed on one of the pumps 12-7-04Discharge manhole is approximately 3.5' deepFloat switchesNext to manhole, flanged up out of the ground (blind flange) is a bypass & valve out of siteof LS4021

6/18/2008


Type of Pump Station: Duplex SubmersibleWet Well Material: ConcreteWet Well Coating/Liner: Fiberglass LinerValve Vault Material: Concrete with square top and thin metal round coverValve Vault Coating/Liner: NoneSize/State of Suction Piping: N/AType/State of Suction Valves: N/ASize/State of Discharge Piping: 4" PVC with Uniflange in Wetwell and Valve Vault - GoodType/State of Discharge Valves: Check and Plug Valves coated with Coal Tar - GoodSize of Forcemain/Manifold: 4"Number of Pumps: 2Pump Manufacturer: Tsurumi Pump Model Number: 100C43.7Pump Impeller Number:Pump Serial Numbers:Design Operating Point: 440 *Per JWSC Inventory SummaryDrawdown Testing Performed: Yes 7/15/2008Horsepower: 5 HpVoltage: 230VPhase: 3VFDs (Y/N): NoSCADA (Y/N): YesFenced/Secure: Yes - entire site is fenced


5801 Altama Avenue # 17000

Bypass: 6" pipe with blind flange and buried valve - some corrosion


Site Lighting: None


Deficiencies: Cover on valve vault corroded - coating peeling off - need to replaceChemical feed line (sodium nitrate) dripping down fiberglass insert - is corroding linerDI 90 bends at top of discharge piping in wetwell badly corroded

(Per JWSC staff - 2009 - replaced bends)Seal around pipe penetrations in wetwell is peeling off - I/I potentialSome of the stainless steel hooks on cable rack bent/corrodedRound wetwell with square concrete top and hatch - lot of corrosion around hatchWetwell top under concrete around hatch looks like plywood/fiberglass with cutout - all coating peeling around topCorrosion on control panels (per JWSC staff are stainless steel)

Overall Condition: Fair-Good - some issues

Discharge Route/Location: To LS4006 gravity sewerAdditional Information: Eyewash station on site

Influent line invert is very close to top of pumpFeeding sodium nitrate - have tank on-siteHose bib located on-siteStainless steel J-tube for ventManhole inside fence and manhole outside fenceInfluent is very black in color


Pump Station Number: LS4028Pump Station Location: 101 Oscar Lane # 17000

Type of Pump Station: Triplex Submersible with Rectangular Wetwell (same design as LS48)Wet Well Material: ConcreteWet Well Coating/Liner: Spray on coating - some corrosion/deterioration around pump-on elevationValve Vault Material: Concrete Rectangular Valve Vault with Grating for TopValve Vault Coating/Liner: Coal TarSize/State of Suction Piping: N/AType/State of Suction Valves: N/ASize/State of Discharge Piping: 12" PVC with Uniflange and DI fittings - fittings corrodedType/State of Discharge Valves: Check and Plug Valves have significant amount of corrosionSize of Forcemain/Manifold: 16"Number of Pumps: 3Pump Manufacturer: Flygt (original pumps were KSB)Pump Model Number: CP3201Pump Impeller Number: 637Pump Serial Numbers:Design Operating Point: 2100 *Per JWSC Inventory SummaryDrawdown Testing Performed: Yes 9-2008Horsepower: 35 Hp Motor Data:Voltage: 460 35 HpPhase: 3VFDs (Y/N): NoSCADA (Y/N): YesFenced/Secure: Yes- site is completely fenced and secured

Bypass: Yes


Site Lighting: Yes


Liner installed and pumps changed out at same time as LS4048Deficiencies: Some corrosion on guide rails (not severe)

Significant amount of grease in waterLot of corrosion on DI fittingsCheck and plug valves have significant amount of corrosionLot of debris up on discharge 90 degree bends - had overflows/high levelsCored hole in top of wetwell (PVC pipe for transducer) is trip hazardCoating (coal tar) on piping in valve vault is corroding/peelingSignificant corrosion of liner around pump-on/storage volume elevationsStrong Odors (Per JWSC staff - 2009 - odors under control by chemical addition in upstream stations)

Overall Condition: Fair - some significant issues

Discharge Route/Location: Manifolded with LS4048 and discharges upstream of LS4005

Additional Information: Pump station constructed approximately 1987-88 (per electrical drawings in panel)Flowmeter under transfer switchGenerator on-siteHoist boom on-siteWater meter and hose bib on-siteFeeding sodium nitrate into hatch (same as LS48)Higher floor in influent channel - are 3 openings for flow to pass through to wetwellIs dividing wall between pump well area and influent channelThere are 2 influent pipes - one paralell to flow channel and one perpendicularPipe perpendicular is not used - comes from LS2048 but forcemain has been rerouted around LS2028 & connects in to discharge forcemain from LS2028LS2048 can discharge to LS2028 if necessaryLots of grease


Pump Station Number: LS4035Pump Station Location: 20 Ross Road # 17000

Type of Pump Station: Triplex Dry/Wet Pit Shaft Driven Pumps with Motors Above - Large BuildingWet Well Material: ConcreteWet Well Coating/Liner: None - some paint peeled off but good conditionValve Vault Material: N/AValve Vault Coating/Liner: N/ASize/State of Suction Piping: 12" from wetwell to 10" in to pump - DIPType/State of Suction Valves: Plug Valves appear in good conditionSize/State of Discharge Piping: 8" off the pumps - painted - appear in good conditionType/State of Discharge Valves: Check and Plug Valves - Pumps #2 and #3 check valves have significant corrosionSize of Forcemain/Manifold: 16"Number of Pumps: 3 (potential for 4th pump)Pump Manufacturer: Fairbanks MorsePump Model Number: 140808DPump Impeller Number: 15 *Per JWSC Inventory SummaryPump Serial Numbers:Design Operating Point: 2100 *Per JWSC Inventory SummaryDrawdown Testing Performed: Yes 9/23/2008 (Bypassed during site visit)Horsepower: 25 Hp Motor Data:Voltage: 460V 35 HpPhase: 3 PhaseVFDs (Y/N): YesSCADA (Y/N): YesFenced/Secure: Yes - entire site is fenced and building is locked

Bypass: 12" pipe with blind flange and buried valve

Building Condition: Very good conditionGood lightingClean in dry wellThere is a ground water leak by the seal water system pump (on floor)All handrails in good condition

Site Lighting:

Rehabilita :ted Partial CompleteDate: N/A

Deficiencies: Wetwell has debris on handrails from high level (G. Hernandez will have cleaned)All pump volutes have some corrosion from seal water systemGroundwater leak by seal water pumpCan not operate Pump #1 - too much debris/dirt - would lose primeCan operate Pumps #2 and #3Pump supports corroding but concrete pad ok conditionPump #2 and #3 check valves have significant corrosionWetwell full of debris from 9th Street cavein - will bring in vacuum truck after 9th Street finished

Overall Condition: Fair - Good

Discharge Route/Location: To 4WTP gravity sewer and on to Academy Creek WPCP

Additional Information: Near 9th street cave-in - bypassing to manhole near wetwell30" RCP from LS2035 to LS2036Potential for 4th pump at station next to Pump #3.Pumps have seal water systemDischarge forcemain drops to manhole to right of siteHave water line - RPZ on water line in corner of drywellWhen 9th Street project completed will clean up wetwellWill core drill through dividing wall in wetwell so each side of well gets equal flowFloat hanging by 1st flight of stairs for HLAStairs to wetwell are open and located behind building - 2 flights of stairs downPer JWSC staff - 2009 - all 3 pumps are operating nowPer JWSC staff - 2009 - only the breakers and motor starters (if starting across line) are used in MCCrest of MCC is emptyPer JWSC staff - 2009 - there is a lot of sand coming in to the station from the concrete gravity


Pump Station Number: LS4036Pump Station Location: 1253 B & W Grade Road # 17000

Type of Pump Station: Dry/Wet Pit -- 3 shaft driven with motors upstairsWet Well Material:Wet Well Coating/Liner:Valve Vault Material: NoneValve Vault Coating/Liner: NoneSize of Discharge Piping: 12" 12 8 10Size of Forcemain/Manifold: 16"Number of Pumps: 3 Pump 1 Pump 2 Pump 3Pump Manufacturer: Fairbanks MorsePump Model Number: 151008A 130606C 140806DPump Impeller Number: 20Pump Serial Numbers: K3A108184 K3A1081842 K3A1081843

Design Operating Point:4200 gpm@ 65.6' TDH

1400 gpm@ 35' TDH

2800 gpm@ 50' TDH

Drawdown Testing Performed: Partial 8/10/2008Horsepower: 100 20 60Voltage: 460VPhase: 3 PhaseVFDs (Y/N): 1 VFD Soft StartSCADA (Y/N): Yes Yes YesFenced/Secure: Yes -- fenced inBypass:Building Condition: Block with brick face

Doors look goodCorner of the stairs has a crack in the concreteAsphalt broken up @ front stairsWooden catwalk is in good condition

Lighting: Good Upstairs & Downstairs

Rehabilita :ted Partial CompleteDate:

Pump rebuilt - got splitReplaced check valves Installed gate valve on pump wehre there was a plug valve

Deficiencies: Pump support is very corrodedSuction is corrodedNo seal water drain (per JWSC staff - 2009 - mechanical seals now installed on all 3 pumps)Complaints about odor (per JWSC staff - 2009 - odor has been eliminated by chemical

placement in upstream stations)Overall Condition: Fair - Good

Discharge Route/Location: To LS4035 gravity sewer

Additional Information: Station running during visitCan get about 4 - 4.5 hrs of storage/holding Have had to hold because of the 9th street project (LS4036 discharging into LS4005)Flow from Farm Rich runs about 2 shifts a day and only produce 3 days a week Picks up all 341, Sterling & McKenzie (school)Lots of debris (rags & grease) on catwalk in wetwellSewage baffled in wetwell and is hole in divide wall to allow equal flow to each sideSuction 12" x 8"Check valve is in manhole (10" x 12")

Discharge pipe in good conditionPump 1 - Concrete support is ok & mechanical seals have been repaintedFeeding in Sodium Nitrate from a 3000 gallon tank Has chemical blockSump pump in corner downstream with floatHandrails are goodMilltronics - MultirangerGenerator Hook upPer JWSC employee this station gets the worst flow and has the worst odor3 different pump sizes was the original design - per JWSC employeeAt time of visit small pump was set as 2nd lag pump, so it is not used

(although it will operate & is exercised)Pumps do not alternate automaticallyAlways starts with pump 1, pump 2 rarely used & pump 3 is never usedPump 2:

10" suction in good/fair condition and has been paintedConcrete support is in good condition No corosion on discharging pipe, except at the top of the plug valve Paint is peeling on discharge pipe and around the bottom riser pipe.

Pump 3:Seal leaking12" suction pipe down to an 8" on pump with alittle corrosionSeal water drains Pump support in ok conditionValves goodDischarging pipe is in good conditionSome corrosion on pump

Per JWSC staff - 2009 - pump order is now 20 Hp lead; 60 Hp 1st lag; 100 Hp 2nd lagPer JWSC staff - 2009 - only the breakers and motor starters (if starting across line) are used in MCC; rest of MCC is empty


Pump Station Number: LS4039Pump Station Location: 105 Indigo Drive # 17000

Type of Pump Station: 8' Triplex Circular SubmersibleWet Well Material: ConcreteWet Well Coating/Liner: HDPE Seal is goodValve Vault Material: ConcreteValve Vault Coating/Liner: Coal Tar EpoxySize of Discharge Piping: 8" DI in valve vaultSize of Forcemain/Manifold: 12"Number of Pumps: 3Pump Manufacturer: YeomansPump Model Number: 9100 series 40213 curvePump Impeller Number: 9 *Per JWSC Inventory SummaryPump Serial Numbers:Design Operating Point: 1250 gpm @ 45.3' TDHDrawdown Testing Performed: Yes 7/15/2008Mixed Flushing Valve:Horsepower: 25Voltage: 460VPhase: 3 PhaseVFDs (Y/N): NoSCADA (Y/N): YesFenced/Secure: Yes

Rehabilita :ted Partial CompleteDate: 2003

Converted old wetwell into a manholeDeficiencies: 8" DI pipe in wetwell is corroded

Significant grease problem from JobCorp facility - no grease trapsPer JWSC staff - 2009- H2S has deteriorated all panels and need to replace all and rewire station


Discharge Route/Location: Discharge to LS4048

Additional Information: Generator onsiteFeeding in Sodium Nitrate from a 3000 gallon tank J - tube on old wetwellNew J - tube on new wetwellOld wetwell (now a manhole) has a fiberglass liner and is in good conditionInfluent stream (from LS4110) is flow hardIn September (2007) there was black sludge coming from LS4110Heavy grease - JWSC had moved transducer & HLA mercury balls upVery high grease line on wetwellInfluent line is below pumps (didn't drop correctly), so influent cannot stir up wetwell/greasePiping all coated in valve vaultJWSC employee stated that 4 hrs after Vac Con truck pumps the wetwell out it is full of grease againPer JWSC staff - 2009 - day tank and underground tank for generator are abandoned in placetank parts are used for other facilities


Pump Station Number: LS4048Pump Station Location: 3983 Darien Highway #17000

Type of Pump Station: 14.8'x13.3 Triplex Rectangular SubmersibleWet Well Material: Concrete RectangularWet Well Coating/Liner: Spray on Bubble lookingValve Vault Material: Concrete Valve Vault Coating/Liner: Coal tar GratedSize of Discharge Piping: 12" DISize of Forcemain/Manifold: 12"Number of Pumps: 3Pump Manufacturer: FlygtPump Model Number: CP3201Pump Impeller Number: 638Pump Serial Numbers:Design Operating Point: 2100 *Per JWSC Inventory SummaryDrawdown Testing Performed: Yes 7/15/2008Horsepower: 35Voltage: 460Phase: 3VFDs (Y/N): NoSCADA (Y/N): YesFenced/Secure: Yes Chain linkLighting: No

Rehabilita :ted Partial CompleteDate: Yes

New Liners, pumps and bases installedPumps 1 and 3 have new wear ringsPump 2 has a new impeller and stationary ring

Deficiencies: Strong odors (Per JWSC staff - 2009 - odors have been eliminated by placement of chemicals in upstream stationsSpray on liner is bubbled and corroding off particularly at pump on and storage elevationLittle rust on guide railsPiping in valve pit is badly corroded and all the paint is peeling offCorrosion around top of wetwell and lid (Per JWSC staff because of way liner installed)

Overall Condition: Fair

Discharge Route/Location: Manifolds with LS4028 and LS4006 and discharges upstream of LS4005

Additional Information: Built in 1987Receives flow from LS4039 (NE side I-95)3000 gallon tank of Sodium Nitrate feed into the wetwellPiping has coating and look to be in ok conditionValve pit has grating4 companies have tried to feed chemicalsTAC 2 Data Flow SystemsCan't get transducer to work due to a treeGenerator on siteHas operating flow meter under transfer switch panelManhole inside fence, but could not locatePossibility that manhole is outside fence and feeds straight to wetwellNo RPZInfluent is full flow and coming in fast - according to JWSC employee this is typical

Additional Information: Overhang/cover over electrical panelsEye WashHose BibbNo more greaseFiberglass insert at top of wetwell in good condition


Pump Station Number: LS4105Pump Station Location: 10 Cate Service Road

Type of Pump Station: 8' Duplex Circular SubmersibleWet Well Material: ConcreteWet Well Coating/Liner: Coal Tar Worn off in a lot of spots with some corrosionValve Vault Material: ConcreteValve Vault Coating/Liner: NoneSize of Discharge Piping: DI CorrodedSize of Forcemain/Manifold: 8"Number of Pumps: 2Pump Manufacturer: FlygtPump Model Number: CP3127Pump Impeller Number: 432Pump Serial Numbers:Design Operating Point: 400 gpm @ 44' TDHDrawdown Testing Performed: YesHorsepower: 10 Hp Motor Data:Voltage: 230V 1750 RpmPhase: 3VFDs (Y/N): NoSCADA (Y/N): YesFenced/Secure: Yes

Rehabilita :ted Partial CompleteDate: No

Deficiencies: Check valve leaking - significantly when pump is onPipes and valves in valve vault are corroded significantlyJ-tube end has been corroded offGuide rails have some corrosionCoal tar coating is gone - groundwater leaksRebar is exposed on top of wet well slab near hatchWetwell top slab is off set and above grade with the grout and seal chipping off

Overall Condition: Fair - Poor Lots of corrosion

Discharge Route/Location: Discharges upstream of LS4036

Additional Information: Hose bibbs, but no RPZJunction manhole outside fence with above ground topDI J-tubeBioxide in HDPE tank is being feed into wetwellGrease ring around wetwellRound valve vault with hatch


Pump Station Number: LS4107Pump Station Location: 1430 Cate Road

Type of Pump Station: 6' Duplex Circular SubmersibleWet Well Material: Concrete Top slab of wetwell is crackedWet Well Coating/Liner: Coal Tar There is a band of clear concrete midway upValve Vault Material: ConcreteValve Vault Coating/Liner: NoneSize of Discharge Piping: 4"Size of Forcemain/Manifold: 6"Number of Pumps: 2Pump Manufacturer: FlygtPump Model Number: CP3102Pump Impeller Number: 434Pump Serial Numbers:Design Operating Point: 300 gpm @ 17' TDHDrawdown Testing Performed: YesHorsepower: 5 HpVoltage: 230Phase: 3VFDs (Y/N): NoSCADA (Y/N): YesFenced/Secure: YesLighting: Service Pole

Rehabilita :ted Partial CompleteDate: No

Deficiencies: Hatch not set flush on wetwell - locked but gap allowing odors to escapeOpening/crack in concrete around J tubeCorrosion on pipes in valve vault from ground waterExcessive standing water in valve pitCoal tar coating is coming off of interior of wet wellControl panel frame is leaningMild corrosion on guide rails and DI pipes in wetwellValves will not close

Overall Condition: Fair to Good


Additional Information: Older stationDI J tube ventNo RPZ - hose bibbsRound valve pit Sump with float that is not onWater in valve vault is below pipesLots of grease, but JWSC has maintenance program to remove grease in wetwellWorks on floats


Pump Station Number: LS4109Pump Station Location: 1601 Glynco Parkway

Type of Pump Station: 12' Duplex Circular SubmersibleWet Well Material: ConcreteWet Well Coating/Liner: None Had coal tar epoxy, but looks like it deteriorated awayValve Vault Material: ConcreteValve Vault Coating/Liner: Coal TarSize of Discharge Piping: 6" DI Size of Forcemain/Manifold: 6" DI Number of Pumps: 2Pump Manufacturer: FlygtPump Model Number: CP3102Pump Impeller Number: 435Pump Serial Numbers:Design Operating Point:Drawdown Testing Performed: Yes 22-Jul-08Horsepower: 5 Hp Motor Data:Voltage: 230 13 AmpPhase: 1VFDs (Y/N): NoSCADA (Y/N): YesFenced/Secure: YesLighting: No


Up for rehab - design is by JJ&G

Deficiencies: Guiderails about to collapse due to amount of corrosionBad corrosion on discharging pipeFluffy corrosion over influent pipe in wetwell

Overall Condition: Poor (Entire LS rehabilitation completed in 2009)


Additional Information: Manhole on siteJ tube vent on wetwellBig hole on site for workHad been feeding Bioxide - not anymore (USFilter)For about 1 month they have been feeding in new solution to wetwell discharge piping (ANUE Env.)Wetwell clear - no greaseUnable to perform deadhead testing - can't close valves18" influent pipe


Pump Station Number: LS4110Pump Station Location: 2712 Altamaha Boulevard

Type of Pump Station: 8' Duplex Circular SubmersibleWet Well Material: ConcreteWet Well Coating/Liner: HDPE WhiteValve Vault Material: ConcreteValve Vault Coating/Liner: No CoatingSize of Discharge Piping: 6" DI Size of Forcemain/Manifold: 8"/12"Number of Pumps: 2Pump Manufacturer: FlygtPump Model Number: CP3300Pump Impeller Number: 464Pump Serial Numbers:Design Operating Point:Drawdown Testing Performed: Yes 9/19/2008Horsepower: 88Voltage: 460 V Phase: 3VFDs (Y/N): NoSCADA (Y/N): YesFenced/Secure: Yes Chain link fence with barb wireLighting: Yes on service pole

Rehabilita :ted Partial CompletepDate: N/A

Deficiencies: Influent pipe is below "Pump On" elevation - causes water to back up in systemDI pipes severely corroded in wetwell & valve vaultCorrosion in valve vault due to standing water - clear drainErosion on site (mainly around bypass and gate) Needs to be regraded with gravel laid downHose bibbs from well are corroded

Overall Condition: Fair - Good


Additional Information:Plastic J tube ventHose bibbs & RPZBypass with 6" discharge behind valve vaultSeals look pretty good on HDPE Doesn't appear to be any I&I around pipesls press. Transducer on RPZ, but there is a small well @ siteNo water @ site when lift station was constructed12" fm into wetwell @ top 6" pipe below that is approximately 18" below pump on level and stays submergedBioxide Tank on site that was used for a trial period, but is offline because it didn’t resolve the H2S

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Pump Station Number: LS4118Pump Station Location: 105 Shell Road

Type of Pump Station: 10' Duplex Circular SubmersibleWet Well Material: ConcreteWet Well Coating/Liner: HDPE Valve Vault Material: ConcreteValve Vault Coating/Liner: No CoatingSize of Discharge Piping: 8" DI Size of Forcemain/Manifold: 8" DI Number of Pumps: 2Pump Manufacturer: FlygtPump Model Number: CP3140Pump Impeller Number: 436Pump Serial Numbers: 180-0260077Design Operating Point: 700 gpm @ 40' TDHDrawdown Testing Performed: Start up DD TestHorsepower: 15 HpVoltage: 230Phase: 3VFDs (Y/N): No SCADA (Y/N): YesFenced/Secure: YesLighting: Yes Service Pole

R h bilit t dReha ilita : P ti lted Partial C l tCompleteDate: N/A

Deficiencies: HDPE liner - one of electrical pipe penetration seal is badLittle rust on DI discharge pipe in wet well


Discharge Route/Location: Discharges to LS4110

Additional Information: Steady flow in - influentPlastic J tube ventHose bibbs & RPZBypass with 6" suction & 6" discharge in valve vault


Pump Station Number: LS4119Pump Station Location: 7175 Golden Isles Parkway

Type of Pump Station: 8' Duplex Circular SubmersibleWet Well Material: ConcreteWet Well Coating/Liner: HDPE WhiteValve Vault Material: ConcreteValve Vault Coating/Liner: No CoatingSize of Discharge Piping: 6" DI in valve vaultSize of Forcemain/Manifold: 12"Number of Pumps: 2Pump Manufacturer: FlygtPump Model Number: CP3127Pump Impeller Number: 484Pump Serial Numbers: 180-0260973Design Operating Point: 320 gpm @ 53' TDHDrawdown Testing Performed: YesHorsepower: 10 HpVoltage: 230Phase: 3RPM: 1745 RPMVFDs (Y/N): NoSCADA (Y/N): YesFenced/Secure: Yes Fence with barb wireLighting: Yes On service pole


Deficiencies: HDPE seals are not too bad, but appears to be some inflow around pump discharge penetration (Ramneck is bleeding thru)Corrosion on some DI piping in wetwell


Discharge Route/Location: Discharges to gravity sewer upstream of LS4118

Additional Information: Possible I&I from Sweetwater NeighborhoodBypass with 6" suction & 6" discharge in valve vaultJ-tube vent pipeHose Bibb & RPZ outsideJunction manhole on siteConstructed 2002Press. Transducer on RPZ feed to SCADAMultitrode hook up


Pump Station Number: LS4126Pump Station Location: 435 McKenzie Drive

Type of Pump Station: 10' Triplex Circular SubmersibleWet Well Material: ConcreteWet Well Coating/Liner: HDPE seal issuesValve Vault Material: ConcreteValve Vault Coating/Liner: No CoatingSize of Discharge Piping: 4"Size of Forcemain/Manifold: 6" in valve vault; 10" down lineNumber of Pumps: 3Pump Manufacturer: FlygtPump Model Number: CP 3152 Pump Impeller Number: 488Pump Serial Numbers: 0710175,74,73Design Operating Point: 667 gpm @ 53 TDHDrawdown Testing Performed: Not enough flowHorsepower: 15 HpVoltage: 460 VPhase: 3VFDs (Y/N): NoSCADA (Y/N): YesFenced/Secure: Yes Chain links


Deficiencies: HDPE seams on some pipe penetration allowing leaks - not bad


Discharge Route/Location: Manifolds with Hermitage Island LS and discharges to LS4127

Additional Information: 316 SS pipe in wetwell Soft StartsJ-tube vent pipeBypass with 6" suction & 6" discharge Hose Bibb & Back flow preventorsJunction manhole @ drivewaySizing odd: 15 Hp but triplex with 4" dischargeNew stationPer JWSC employee only runs about 1 - 2 times a day


Pump Station Number: LS4127Pump Station Location: 101 River Ridge

Type of Pump Station: 10' Triplex Circular SubmersibleWet Well Material: ConcreteWet Well Coating/Liner: HDPE (peeling off at location where electrical conduits & all pipe penetrations)Valve Vault Material: ConcreteValve Vault Coating/Liner: No CoatingSize of Discharge Piping: 6" DISize of Forcemain/Manifold: 6" DI in Valve Vault; 12" down forcemainNumber of Pumps: 3Pump Manufacturer: FlygtPump Model Number: CP3170 Pump Impeller Number: 442 ImpPump Serial Numbers: 0710006,07,08Design Operating Point: 1340 gpm @ 57 TDHDrawdown Testing Performed: Yes 7/22/2008Horsepower: 30Voltage: 60 Hz. 460 VPhase: 3VFDs (Y/N): NoSCADA (Y/N): YesFenced/Secure: Yes Chain link Lighting: Yes


Deficiencies: Some issues with pipe penetration seals @ wetwell liner with potential for I&I (some showing)Flow monitor in Vault is full of ground water


Discharge Route/Location: From lift station discharges under 341 and creek, so it drops way under to manholeDischarges upstream of LS4036

Additional Information:Per JWSC employee there is no sump pump and they are having reports of trouble with the flow meterDI Bypass with 6" suction & 6" discharge SS J-tubeRPZ & Hose Bibbs6" line in flow monitor vaultStation went online September 2007Flow is septic Long retention time (7 miles from upstream station)SS pipe in wetwell


Pump Station Number: LS3101Pump Station Location: 293 Southport Parkway

Type of Pump Station: 8' Triplex Circular Submersible Only 2 pumps installedWet Well Material: ConcreteWet Well Coating/Liner: Epoxy/HDPE White coatingValve Vault Material: ConcreteValve Vault Coating/Liner: Coal TarSize of Discharge Piping: 4" SS Transfers to DI from SS outside of wetwell and before valve vaultSize of Forcemain/Manifold: 6" out of LS and 8" when manifolds with LS3114Number of Pumps: 2Pump Manufacturer: FlygtPump Model Number: CP3152Pump Impeller Number: 432 434 *Per Ray Inventory SummaryPump Serial Numbers: 180-0560083 / 180-0520052Design Operating Point: 780 gpm @ 60' TDHDrawdown Testing Performed: 7/23/2008 9:00 AMHorsepower: 20Voltage: 230Phase: 3VFDs (Y/N): Yes 0 to 60 Hz 0.3 secSCADA (Y/N): YesFenced/Secure: Yes Chain linkLighting: YesBypass: Suction and discharge

Rehabilita :ted Partial CompletepDate: 2006 X

Deficiencies: Some corrosion on discharge pipe and guide rails where level fluctuatesLiner is peeling off at seam near the bottom of wetwell where the storage volume & levels fluctuateWetwell liner is peeling off around discharge pipe penetrationLiner may have coal tar under itBottom of influent pipe looks eaten outLeads for mercury balls are not through wetwell & in conduits - they are just laid under hatch causing crimping in the lines

Overall Condition: Fair - Good - looks to be relatively newCoating/liner in poor condition considering only 2 yrs old

(Per JWSC staff - 2009 - liner rehab/replacement completed)Discharge Route/Location: To Exit 29 WPCP

Additional Information: Only 2 pumps installedPump No. 1 not installedCan only run 1 pump under generator power per label on control panelLiner may have coal tar under itMultitrode not hooked upSignificant grease/pucky No water or hose bibbsJ-tube ventCan't do dead head test


Pump Station Number: LS3103Pump Station Location: 10 Royal Service Road

Type of Pump Station: 6' Duplex Circular SubmersibleWet Well Material: ConcreteWet Well Coating/Liner: Coal tar Some spots where coating is goneValve Vault Material: Concrete Too small to work on valves or remove them (has manhole coverValve Vault Coating/Liner: ok instead of hatch)Size of Discharge Piping: 6"Size of Forcemain/Manifold: 6"Number of Pumps: 2Pump Manufacturer: FlygtPump Model Number: CP3102Pump Impeller Number: 435Pump Serial Numbers: 090-9410110/111Design Operating Point:Drawdown Testing Performed: Yes 7/23/2008 No dead head, because the valves will not closeHorsepower: 5 Hp Written on panel Motor Data:Voltage: 230 13 Amp/1700 RpmPhase: 3VFDs (Y/N): NoSCADA (Y/N): YesFenced/Secure: Yes Chain link Lighting: None

Rehabilita :ted Partial CompletepDate:

Deficiencies: No vent on wetwellCorrosion in panelNo bypassElectric is poorTarp over top of wetwell and electric panel (funneling gas to panel)Bad corrosion on DI pipes in wetwell & on 1 set of guide railsValves will not close

Overall Condition: Fair to poor on piping


Additional Information: PK Nail is on top of wetwellJunction manhole on siteWater/Hose BibbsWooden frame for electricThere was a hoist, but has been pulledSeal on conduits?Need to get info from United Water


Pump Station Number: LS3114Pump Station Location: 590 Southport Parkway

Type of Pump Station: 8' Duplex Circular SubmersibleWet Well Material: ConcreteWet Well Coating/Liner: HDPE liner Seams and pipe penetrations look goodValve Vault Material: ConcreteValve Vault Coating/Liner: None Coal tar epoxy possibleSize of Discharge Piping: 6" DI PipingSize of Forcemain/Manifold: 6" out of LS and 8" when manifolds with LS3101Number of Pumps: 2Pump Manufacturer: FlygtPump Model Number: CP3127Pump Impeller Number: 483Pump Serial Numbers: 180-0070562/549Design Operating Point: 350 gpm @ 45' TDHDrawdown Testing Performed: Yes 7/23/2008Horsepower: 10Voltage: 230Phase: 3VFDs (Y/N): No SCADA (Y/N): YesFenced/Secure: Yes Chain link with lockLighting: Yes On pole


Lift Station is about 8 years old

Deficiencies: Some corrosion on top of 90 deg bend on bypass 6" discharge bypass has no suction bypass in wet wellSome corrosion on DIP discharge pipe, but can still see coating on pipe


Discharge Route/Location: Manifolds with LS3101 and discharges to Exit 29 WPCP

Additional Information: Drain plug in valve vaultHose bibbs & BFPHas multitrode & hook upGood SitePlastic J-tube for ventilation (painted black)Above ground bypass12" influent pipePK Nail on valve vaultSome scale on pipe, but good conditionRain Gauge w/ tipping bucket on wooden poll during site visit (6-16-2008)Rain Gauge removed at the time of the DD testing (7-23-2008)


Pump Station Number: LS3121Pump Station Location: 294 Long Way

Type of Pump Station: 6' Duplex Circular SubmersibleWet Well Material: ConcreteWet Well Coating/Liner: Blue HDPE Seals in good conditionValve Vault Material: ConcreteValve Vault Coating/Liner: NoneSize of Discharge Piping: 4" DISize of Forcemain/Manifold: 6" Number of Pumps: 2Pump Manufacturer: FlygtPump Model Number: CP3127Pump Impeller Number: 483Pump Serial Numbers: 180-0450945Design Operating Point: 350 gpm @ 57.92' TDHDrawdown Testing Performed: Yes 7/23/2008Horsepower: 10 HpVoltage: 230 VPhase: 3RPM: 1745 RPMVFDs (Y/N): NoSCADA (Y/N): YesFenced/Secure: Yes In neighborhood with lockLighting: Yes

Bypass:yp Discharge bypass with quick connectg yp q

Rehabilita :ted Partial CompleteDate:

Built Sept/Oct 2004

Deficiencies: No sign for LS # on gate1 DI pipe in valve vault with a little corrosionDI in wetwell has a significant amount of corrosion

Overall Condition: Good Very well maintained


Additional Information: SS guiderails are in good condition Has multitrodeHose bibbs & RPZ - in above grd. Meter boxPlastic J tube ventPK Nail on valve vaultValves underground - 1 on main line from valve vault & 1 on bypassLooks like 1 influent pipe (12" PVC) is a lot higher than needed (planning for future?)


Pump Station Number: LS3123Pump Station Location: Route 17 & Clearwater Drive

Type of Pump Station: 6' Duplex Circular SubmersibleWet Well Material: ConcreteWet Well Coating/Liner: Yellow HDPEValve Vault Material: ConcreteValve Vault Coating/Liner: Coal Tar EpoxySize/Mtl of Discharge Piping: 4" SSSize/Mtl of Forcemain/Manifold: 6" out of LS and 6" after manifold with LS3129Number of Pumps: 2Pump Manufacturer: FlygtPump Model Number: CP3152Pump Impeller Number: 454Pump Serial Numbers: 181-0510107/108Design Operating Point: 230 gpm @ 103' TDHDrawdown Testing Performed: Yes 7/23/2008Horsepower: 20 Hp Motor Data: 1750 RpmVoltage: 230V/60 Hz 51 AmpPhase: 3 134 FLAVFDs (Y/N): No Soft starts, but sounds like it pulls across line (per Glenn H.)SCADA (Y/N): YesFenced/Secure: Yes Chain linkOdor Control or Chem Addition: NoLighting: Yes


Built in 2006, built in new subdivision

Deficiencies: Appears to be a lot of groundwater in wetwell, no influent sewage - not sealed properlyGroundwater pouring in over influent pipeI/I - looks like 5 - 10 gpm estimate

Overall Condition: Good Lots of I/I, otherwise in good condition

Discharge Route/Location: Manifolds with LS3129 and discharges to gravity sewer at LS3114

Additional Information: All piping in wetwell is stainless steel4" SS in wetwell4" DI piping in valve vaultPlastic J tube ventPK Nail on valve vaultJunction manhole in driveway18" influent pipe PVC4" pipe in valve vault has blue paint - some of paint is peeling off

APPENDIX B CHA ELECTRICAL EVALUATION SUMMARY REPORT



March 13, 2009

Ms. Angela Bryan, P.E. Applied Technology & Management, Inc. 411 Pablo Avenue Jacksonville Beach, FL 32250 RE: Letter Report

JWSC Water and Sewer System Electrical Assessment CHA Project No. 18770

Dear Ms. Bryan: Clough Harbour & Associates LLP (CHA) was retained by Applied Technology & Management, Inc. (ATM) to provide an electrical assessment of the existing water and sewer components of the Brunswick - Glynn County Joint Water and Sewer Commission’s (JWSC) major transmission systems. During the week of June 16, 2008, Mark Wright of CHA performed a visual assessment of 40 sites. PROJECT BACKGROUND The Brunswick City Commission and Glynn County Commission have merged to form the Brunswick - Glynn Joint Water and Sewer Commission. CHA performed a visual assessment of 40 sites, consisting of 28 wastewater pump stations and 11 well water treatment facilities. The purpose of the assessment was to identify National Electrical Code (NEC) and other relevant code violations or readily apparent safety concerns. Condition of the electrical components was noted. Following is a summary of the Supervisory Control and Data Acquisition (SCADA) and Radio Telemetry Systems: There are two wastewater treatment plants with different SCADA and radio telemetry systems. Most of the wastewater pump stations communicate via two way radio telemetry to the wastewater treatment plant to which they are pumping using licensed radio frequencies. The Academy Creek Wastewater Treatment Plant has standardized on Data Flow Systems (DFS) remote terminal units (RTUs) for the SCADA and radio telemetry system. The operator interface for this system is Web-page based. The graphic screens are easily configured by a user utilizing a graphic software package. Since it is Web based, the system may be remotely accessed by a user with privileges from any remote site having internet access. The data is backed-up on the plant’s file server. The radio RTU is a single module which uses DIP switches for identification. If a module should fail in the field, the technician unplugs the failed module, matches the DIP switch settings on the new module to the failed module, and plugs in the new module. No tools are required. The radio system is then able to indentify and upload the program parameters to the RTU. Maintenance cost for RTUs is minimal.

Ms. Angela Bryan, P.E. Page 2 March 13, 2009 The Glynn County St. Simons Island Wastewater Treatment Plant has standardized on SCADAPack RTUs. These resemble a modular PLC, and I/O modules can be added for supplemental input and output points. At the wastewater treatment plant, there are two PCs that interface to the radio system (one serves as a back-up). Data is manually backed up on a CD. The operator interface is also a graphics screen builder that uses a CLEARSCADA software package. The programming format for the RTUs is relay ladder logic style. The wastewater treatment plant is a networked Allen-Bradley PLC based system with In-Touch Wonderware Factory Suite operator interface software. SITE ASSESSMENT The following are noted electrical deficiencies based on visual site observations, electrical work recommendations, and a preliminary construction cost estimate. Lift Station, LS-2 Due to inaccessibility, it could not be verified that the120 volt transformer that feeds the branch circuit panel had the required primary and secondary overcurrent protection installed. Panel and transformer are obsolete. No emergency battery back-up lighting for emergency means of egress exists. Recommend installing new transformer, overcurrent protection devices, branch panel and two emergency battery back-up lighting fixtures. Estimated Cost (Material and labor) - $7,300 Estimated Cost (Material only) - $1,500 WTP, Fancy Bluff Well This facility is very recent construction. No code violations or electrical deficiencies were observed. Estimated Cost - $0 Lift Station, LS-103 Main disconnect is corroded. Electrical equipment backboard is of wood construction, which is prone to deterioration. No conduit seals are installed between the control panel and wetwell. Recommend installing new main disconnect switch, and replacing the backboard with rigid galvanized steel construction supports and installing the appropriate UL listed conduit seals between the wetwell and control panel. Estimated Cost (Material and labor) - $2,300 Estimated Cost (Material only) - $1,400 Lift Station, LS-101 No conduit seals are installed between the control panel and wetwell. Recommend installing the appropriate UL listed conduit seals between the wetwell and control panel. Estimated Cost (Material and labor) - $600 Estimated Cost (Material only) - $200 WTP, Exit 29 The electric service equipment and motor control center do not have the required working clearance around them. Due to structure housing this equipment, there is no method to achieve this utilizing the existing structure. The existing generator has been removed and the associated wiring has been abandoned in place. Recommend removing replacing the existing structure, electrical power distribution equipment and controls for the site.

Ms. Angela Bryan, P.E. Page 3 March 13, 2009 Estimated Cost, electrical and control components only (engineering, material and installation) - $65,000 Estimated Cost (Material only) - $15,000 Lift Station, LS-114 No conduit seals are installed between the control panel and wetwell. Recommend installing the appropriate UL listed conduit seals between the wetwell and control panel. Estimated Cost (Material and labor) - $600 Estimated Cost (Material only) - $200 Lift Station, LS-123 No conduit seals are installed between the control panel and wetwell. Fence interferes with the clearance for main disconnect. Recommend relocating main disconnect (rotating on existing pole) and installing the appropriate UL listed conduit seals between the wetwell and control panel. Estimated Cost (Material and labor) - $1,100 Estimated Cost (Material only) - $300 Lift Station, LS-121 No conduit seals are installed between the control panel and wetwell. Recommend installing the appropriate UL listed conduit seals between the wetwell and control panel. Estimated Cost (Material and labor) - $600 Estimated Cost (Material only) - $200 WTP, I-95 Well Facility’s power distribution equipment is nearing the end of its life cycle, future upgrade should be considered; expenditure is not included in Estimated Cost. Facility has no emergency battery back-up lighting for emergency means of egress. Recommend two emergency battery back-up lighting fixtures. Estimated Cost (Material and labor) - $800 Estimated Cost (Material only) - $250 Lift Station, LS-127 No conduit seals are installed between the control panel and wetwell. Recommend installing the appropriate UL listed conduit seals between the wetwell and control panel. Estimated Cost (Material and labor) - $600 Estimated Cost (Material only) - $200 Lift Station. 126 No conduit seals are installed between the control panel and wetwell. Recommend installing the appropriate UL listed conduit seals between the wetwell and control panel. Estimated Cost (Material and labor) - $600 Estimated Cost (Material only) - $200

Ms. Angela Bryan, P.E. Page 4 March 13, 2009 WTP, Golden Isles II Well This facility is very recent construction. No code violations or electrical deficiencies were observed. Estimated Cost - $0 Lift Station, LS-118 No conduit seals are installed between the control panel and wetwell. Recommend installing the appropriate UL listed conduit seals between the wetwell and control panel. Estimated Cost (Material and labor) - $600 Estimated Cost (Material only) - $200 Lift Station, LS-119 No conduit seals are installed between the control panel and wetwell. Recommend installing the appropriate UL listed conduit seals between the wetwell and control panel. Estimated Cost (Material and labor) - $600 Estimated Cost (Material only) - $200 Lift Station, LS-107 Main disconnect, manual transfer switch, and disconnect with generator receptacle are badly corroded. No conduit seals are installed between the control panel and wetwell. Recommend replacing the main disconnect, manual transfer switch, and disconnect with generator receptacle, and installing the appropriate UL listed conduit seals between the wetwell and control panel. Estimated Cost (Material and labor) - $4,800 Estimated Cost (Material only) - $2,600 Lift Station, LS-105 Main disconnect, manual transfer switch and disconnect with generator receptacle are badly corroded. No conduit seals are installed between the control panel and wetwell. Recommend replacing the main disconnect, manual transfer switch, and disconnect with generator receptacle and installing the appropriate UL listed conduit seals between the wetwell and control panel. Estimated Cost (Material and labor) - $4,800 Estimated Cost (Material only) - $2,600 WTP, FLETC Facility has no emergency battery back-up lighting for emergency means of egress. Recommend two emergency battery back-up lighting fixtures. Estimated Cost (Material and labor) - $800 Estimated Cost (Material only) - $250 FLETC Well, Remote Backup Well Pump Facility has no emergency battery back-up lighting for emergency means of egress. Recommend one emergency battery back-up lighting fixture. Estimated Cost (Material and labor) - $400 Estimated Cost (Material only) - $125

Ms. Angela Bryan, P.E. Page 5 March 13, 2009 WTP, Canal Road Well The radio telemetry enclosure interferes with clearance requirements for the motor control center. Facility has no emergency battery back-up lighting for emergency means of egress. Recommend relocation of radio telemetry enclosure and installation of one emergency battery back-up lighting fixture. Estimated Cost (Material and labor) - $700 Estimated Cost (Material only) - $225 Lift Station, LS-39 No conduit seals are installed between the control panel and wetwell. The phase monitoring relay has been removed; however, the TCU has phase monitoring. The generator daytank has been abandoned in place. Recommend removal of equipment that is abandoned in place (such as generator daytank) and installing the appropriate UL listed conduit seals between the wetwell and control panel. Estimated Cost - $800 Estimated Cost (Material only) - $200 WTP Perry Lane Well Facility has two electrical service entrances with different voltages (480 and 230V). Facility has no emergency battery back-up lighting for emergency means of egress Recommend verifying the neutrals are clearly identified per the NEC, and labeling the voltage source for each piece of equipment. Also recommend installation of one emergency battery back-up lighting fixture. Estimated Cost (Material and labor) - $1,000 Estimated Cost (Material only) - $225 Golden Isles WTP No. 1 This facility appears to be in good operating condition and code compliant. Lift Station, LS-110 No conduit seals are installed between the control panel and wetwell. Recommend installing the appropriate UL listed conduit seals between the wetwell and control panel. Estimated Cost (Material and labor) - $600 Estimated Cost (Material only) - $200 Lift Station, LS-109 A buried extension cord is used for routing power to the chemical feed system. No conduit seals are installed between the control panel and wetwell. Recommend routing power below grade using conductors installed in conduit for the chemical feed system, and installing the appropriate UL listed conduit seals between the wetwell and control panel. Estimated Cost (Material and labor) - $2,100 Estimated Cost (Material only) - $400 Lift Station, LS-48 No conduit seals are installed between the control panel and wetwell. Recommend installing the appropriate UL listed conduit seals between the wetwell and control panel. Estimated Cost (Material and labor) - $600 Estimated Cost (Material only) - $200

Ms. Angela Bryan, P.E. Page 6 March 13, 2009 Lift Station, LS-28 No conduit seals are installed between the control panel and wetwell. Recommend installing the appropriate UL listed conduit seals between the wetwell and control panel. Estimated Cost (Material and labor) - $600 Estimated Cost (Material only) - $200 Lift Station, LS-4 WWTP The abandoned pumps and associated housekeeping pads interfere with the required working space for the motor control center and variable frequency drive. Recommend that pumps and housekeeping pads be removed. Estimated Cost - $2,100 Estimated Cost (Material only) - None Lift Station, LS-3 The obsolete motor control center has been modified to the extent that the UL listing is no longer valid. The motor control center also interferes with the required work clearances of the pump alternator and variable frequency drive. The facility has no emergency battery back-up lighting for emergency means of egress. Recommend removal of the obsolete motor control center, transformer and branch circuit panel. New power distribution equipment. The installation would include a new main power distribution panel low voltage transformer and branch circuit panel. Also recommend installation of two emergency battery back-up lighting fixtures. Estimated Cost (Material and labor) - $12,000 Estimated Cost (Material only) - $5,500 WTP, Howard Coffin Park Well Diesel storage fuel tank does not appear to be a double wall tank with leak detection. Output circuit breaker for generator could not be located. The facility has no emergency battery back-up lighting for emergency means of egress. Verify if fuel tank is double wall tank with leak detection. If it is not, recommend installation of a containment system for the fuel tank. Recommend installation of an output circuit breaker for the generator. Also recommend installation of two emergency battery back-up lighting fixtures. Estimated Cost (electrical only material and labor, does include containment system) - $3,000 Estimated Cost (Material only) -$750 Lift Station, LS-17 No conduit seals are installed between the control panel and wetwell. The small 3KVA transformer is severely deteriorated. Recommend installing the appropriate UL listed conduit seals between the wetwell and control panel, and replacing the 3KVA transformer. Estimated Cost (Material and labor) - $1,100 Estimated Cost (Material only) -$700

Ms. Angela Bryan, P.E. Page 7 March 13, 2009 WTP, Goodyear Well Facility has no emergency battery back-up lighting for emergency means of egress. Recommend installing two emergency battery back-up lighting fixtures. Estimated Cost (Material and labor) - $800 Estimated Cost (Material only) - $250 Lift Station, LS-6 No conduit seals are installed between the disconnect switches and the wetwell. Recommend installing the appropriate UL listed conduit seals between the wetwell and disconnect switches. Estimated Cost (Material and labor) - $600 Estimated Cost (Material only) - $200 Lift Station, LS-21 There are no work clearances for the electrical equipment to be mounted inside this structure. Recommend new service entrance disconnect and lockable control panel to be mounted on the exterior of the building. Recommend relocating the existing telemetry systems to the exterior of the building in a lockable enclosure. Estimated Cost (Material and labor) - $23,000 Estimated Cost (Material only) - $8,500 WTP, Brunswick Villas Well Piping interferes with the required working clearance for the branch circuit lighting panel. Facility has no emergency battery back-up lighting for emergency means of egress. Recommend relocation of the branch circuit panel and installation of two emergency battery back-up lighting fixtures (one for the water treatment facility and one for the remote well structure). Estimated Cost (Material and labor) - $3,500 Estimated Cost (Material only) - $1,350 Lift Station, LS-5 The generator’s automatic transfer switch does not have the proper work clearance. Facility has no emergency battery back-up lighting for emergency means of egress. Recommend relocation of the automatic transfer switch to achieve the required working clearance, and installation of two emergency battery back-up lighting fixtures. Since the time of the site visit, the electrical service has been deemed inadequately sized and is currently being upgraded from a 200amp service to a 400amp service. Safety recommendations will addressed as part of the service upgrade. The estimated cost of the project is $8,000. Lift Station, LS-35 The motor control center is an obsolete Westinghouse that may need to be replaced in the near future. Facility has no emergency battery back-up lighting for emergency means of egress. Recommend installing two emergency battery back-up lighting fixtures. Estimated Cost (Material and labor) - $800 Estimated Cost (Material only) - $250

Ms. Angela Bryan, P.E. Page 8 March 13, 2009 Lift Station, LS-36 The motor control center is an obsolete Westinghouse that has been modified and is no longer UL listed, and a pump interferes with the required working clearance. The facility has no emergency battery back-up lighting for emergency means of egress. Recommend replacing the motor control center in a different location, and installing two emergency battery back-up lighting fixtures. Estimated Cost (Material and labor) - $20,000 Estimated Cost (Material only) - $8,000 CONCLUSIONS The following are the most common and repetitive National Electrical Code violations observed (listed by corrective priority):

Conduit Seals – For a submersible raw waste water pump station, the wetwell is considered to be an electrically classified hazardous area. Conduit seals must be installed in raceways when raceways exit the classified hazardous area to prevent hazardous methane gases methane from traveling to an electrically arcing device where an explosion could occur. Lift Station LS-12 is the only lift station where conduit seals were observed.

Emergency Egress Lighting – For life safety reasons, the code requires emergency egress lighting to enable safe exiting of these facilities. A cost effective way to achieve this is installing emergency battery back-up lighting. If an on-site generator exists, this can be used, but requires a dedicated automatic transfer switch; however, this option is not economically feasible. Code requires the path of egress to have an average illumination of 1 foot-candle with a minimum of 0.1 foot-candle. The layout of emergency egress lighting fixtures would be determined by the photometric data of the fixture installed.

Working Spaces – NEC Article 110.26 dictates the required clear distances around electrical equipment. This is generally three to four feet based on the voltage of the equipment. For the condition of exposed live parts on one side of the work space and grounded parts on the other side the required clearance 0-150 nominal voltage to ground the required clearance depth is 3 feet. For 151-600 nominal voltage to ground the required clearance depth is 3 feet and 6 inches. The width of the work space is the width of the equipment or 30 inches, whichever is greater.

Additional electrical and controls information regarding these sites are included in Appendix A – Electrical Data Spreadsheet. Appendix B – Site Electrical Photos contains photos obtained during the assessment. If you have any questions, please give me a call at your earliest convenience. Very truly yours,

Mark Wright Senior Engineering Designer

WM:ek Enclosure

APPENDIX A

Site Electrical Data Matrix

APPENDIX A – ELECTRICAL DATA SPREADSHEET PAGE A1 of A4

Item #

Site

Address

Owner

Electri

cal S

ervice

Entran

ce

Utility

Service

Entrance

Transfo

rmer

Utility

Meter #

Voltage a

nd Phas

eServ

ice D

isconne

ctMain

Ove

rcurre

nt Pro

tectio

n Dev

ice

Major P

ump/Motor L

oads

Motor Ove

rcurre

nt Pro

tectio

n Dev

ice

Motor Star

ter Typ

eContro

ller D

iscon

nectin

g Mea

ns

Motor Fiel

d Disc

onnect

Phase M

onitorin

gTVSS

Telemetr

y

Emergen

cy/B

acku

p Power Pro

visions

Overal

l Site

Electri

cal C

onditio

n

National

Electri

cal C

ode Violat

ions

Remark

s

1 LS 2

1309 Renolds St

Brunswick Overhead Pole 79 614 826 480V/3PH 400A MTS 400A C.B

(M.T.S.)Two 60HP 150A C.B. VFD

w/bypass Integral None NR VFD N.O. DFS TCU001400A Mobile Generator Receptacle

Fair

2 WTP, Fancy Bluff Glynn County Below Grade

Pad Mounted DK 4438 480V/3PH 400A ATS 400A C.B

(A.T.S.)Two 75HP 175A VFD Well Only VFD YES SCADAPack

400A Mobile Generator Receptacle

Excellent

Controls

3 LS 103 10 Royal Service Rd Glynn County Overhead Pole 23 729 270 230V/3PH 60A 40A C.B Two 3HP 20A/3PH FVNR C.B None NR Disabled SCADAPack Generator

Receptacle

Controls Poor / Telemetry New

No Conduit Seals Observed

4 LS 101 293 Southport Parkway Glynn County Overhead Pole 40 538

989 230V/3PH Stand Alone 225A C.B Two 20HP 100A C.B Soft Start C.B None NR YES YES SCADAPack Generator

Receptacle Excellent 1 Soft Start Removed

5 WTP, Exit 29 Glynn County Below Grade

Pad Mounted DK 9509 480V/3PH 350A M.C.B 350A C.B 100HP 225A/3P

C.B FVNR C.B YES Not Found Nor Found NO

M.T.S w/ Generator Receptacle

poor clearanceExisting Stationary Generator removed, wiring remains

6 LS 114 590 Southport Parkway Glynn County Overhead Pole DJ 4485 230V/3PH 100A M.C.B 100A M.C.B Two

10HP C.B FVNR C.B NO YES YES SCADAPack Generator Receptacle Excellent Conduit Seals

not observed

7 LS 123 Rt 17 & Clearwater Drive Glynn County Overhead Pole DL 7436 230V/3PH 125A/3PH

C.B 175A/3P M.C.B Two 20HP 100A/3P Soft Start 175A/3P C.B YES YES SCADAPack

200A Generator receptacle

ExcellentMain disconnet clearance, no conduit seals

8 LS 121 Glynn County Below Grade Pole 23 729

497 230V/3PH Fused disconnect 125A/3P M.C.B Two

10HP50A/3P C.B FVNR 125A C.B NO YES YES SCADAPack Generator

Receptacle Excellent No Conduit Seals

9 I 95 W ll B i k Below P l 55 081 480V/3PH 400A/3P C B 400A/3P C B3 75 HP 1 40HP 2 75HP VFD C B S W ll O l YES YES DFS TCU001

Natural Gas Generator, 260kW, F i Site is older, however9 I-95 Well Brunswick Below

Grade Pole 55 081 927 480V/3PH 400A/3P C.B 400A/3P C.B 1 40HP

1 50 hp2-75HP VFD C.B.S Well Only YES YES DFS TCU001 260kW,

remote Radiator 400A A.T.S

Fair Site is older, however good shape

10 LS 127 101 River Ridge Glynn County Overhead Pole 95 749 865 480V/3PH 200A/3P C.B 200A/3P M.C.B 3 30HP 80A/3P

C.B Soft Start Main disconnect NO YES YES SCADAPack

Mobile Generator, 200A Receptacle

Excellent

11 LS 126 435 McKenzie Drive Glynn County Overhead Pole 49 383 684 480V/3PH 150A/3P C.B

Disc 125A/3P C.B 3 15HP C.B Soft Start C.B None YES YES SCADAPack200A Generator receptacle

Excellent No Conduit Seals

Scada Radio Antenna close proximity to overhead power unit

12 Golden Isles II 7109 Golden Isle Parking Glynn County Below

Grade

300kVAPad Mounted

90 395 010 480V/3PH 800A M.C.B 800A MCB 2-75HP C.B Soft Start Integral welll pump

only YES YES SCADAPackOn site diesel generator

13 LS 118 105 Shell Road Glynn County Overhead Pole 04 123 659 230V/3PH 150A/3PH

M.C.B 150A/3P CB 2-15HP 100A C.B FVNR C.B NO YES YES SCADAPack200A Generator receptacle

Good No Conduit seals

14 LS 119 7175 Golden Isles Parkway Glynn County Overhead Pole 04 221

880 230V/3PH 125A/3P M.C.B 125A/3P 2-10HP 50A/3P

C.B FVNR M.C.B None YES YES SCADAPack200A Generator receptacle

Good Scada telemtry antenna hear overhead power unit

100A M T S

15 LS 107 1430 Cate Road Glynn County Overhead Pole 23 729 267 230V/3PH 100A/3P 100A/3P Fused

Disc 2-5HP 30A/3P C.B

FVNR NEMA 1 Service disc None Disabled YES SCADAPack

100A M.T.S with 100A Generator Receptacle

Fair No conduit seals

MTS disconnect for generator receptacle are deteriorating


Item #

Site

Address

Owner

Electri

cal S

ervice

Entran

ce

Utility

Service

Entrance

Transfo

rmer

Utility

Meter #

Voltage a

nd Phas

eServ

ice D

isconne

ctMain

Ove

rcurre

nt Pro

tectio

n Dev

ice

Major P

ump/Motor L

oads

Motor Ove

rcurre

nt Pro

tectio

n Dev

ice

Motor Star

ter Typ

eContro

ller D

iscon

nectin

g Mea

ns

Motor Fiel

d Disc

onnect

Phase M

onitorin

gTVSS

Telemetr

y

Emergen

cy/B

acku

p Power Pro

visions

Overal

l Site

Electri

cal C

onditio

n

National

Electri

cal C

ode Violat

ions

Remark

s

16 LS 105 10 Cate Service Road Glynn County Overhead Pole 01 146

382 230V/3PH 100A Fused Disconnect

100A/3P Fused Disc 2-10HP 50A/3P FVNR NEMA

2MTS/Serv Disc None YES YES SCADAPack

M.T.S w/100A Fused disc for generator receptacle

Fair

No coduits seals, buried extension sord to US filter treatment equip

See item #15

17 WTP, FLETC Brunswick Overhead Pole CF5761 480V/3PH 350A/3P Enclosed CB

350A/3P Enclosed CB 4-50HP Comb

StarterFVNR NEMA 3

MCC-Comb Starter

welll pump only Yes DFS

200kW Diesel Generator

Fair No emergency lighting

Power Distibution Equip is agingGenerator

17BWTP,FLETC Well, Remote Backup Well Pump

Brunswick Overhead Pole CE0473 230V/3PH 200A fused disc switch

200A fused disc switch 1-50HP Comb

StarterFVNR NEMA 4 Mian Disc None No No

Telephone Line Transceiver

None Fair

18 Canal Road Well Glynn County Overhead Pole DK 5896 480V/3PH 200A/3p Enclosed CB

200A/3p Enclosed CB 1-75HP Comb

Starter FVNR MCC-Comb Starter Yes Yes SCADAPack

100kW Naturas Gas Generator

Good Clearance in fornt of MCC

19 LS 39 105 Indigo Drive Brunswick Overhead Pole 04 466 948 480V/3PH

400A disc Fused @ 225A

150A/3P CB 3-25HP 50A/3P C.B

FVNR NEMA 2 M.C.B None Disabled ? DFS TCU001

Standby Diesel genrator

Good No coduit Seals

Abandoned Equipment such as

480V - BG4248 480V/3PH 250A/3P MCB

MCC250A/3P MCB MCC 1-60HP Comb

StarterFVNR NEMA 4 Comb Starter Well only

230V - BF3186 230V/3PH 125A/3P

Enclosed CB125A/3P Enclosed CB

1-15HP 1-1HP CB's FVNR CB's Well Only SCADAPack Nonr Good No Emergency

Lighting

21 Golden Isles WTP No. 1 Glynn County Below

GraadePad Mounted

79 612 424 480V/3PH 400A M.C.B 400A M.C.B 2-60HP

1-40HP150A/3P C.B VFD 150A/3P C.B Well only Yes Yes SCADAPack None Excellent

22 LS 110 2712 Altamaha Blvd Glynn County Overhead Pole 23 057 335 480V/3PH 600A M.C.B 600A M.C.B 2-88HP 250A/3P Soft Start 600A M.C.B None Yes Yes SCADAPack

Mobile Generator receptacle

Good No conduit seals Seal Tight

1601 Glynco 04 123 FNVR NEMA NO single Buried Elec

Two Overhead Services

Pole20 Perry Lane Well Glynn County

23 LS 109 1601 Glynco Parkway Glynn County Overhead Pole 04 123

269 230V/3PH 50A/3P 2-30A.3P C.B\ 2-5HP 30A/3P FNVR NEMA 1

NO single disc means None ? ? SCADAPack None Fair Buried Elec

cord

24 LS 38 398 Marana Circle Brunswick Overhead Pole 10 539 017 230V/3PH 100A/3P 100A/3P M.C.B 2-3HP 15A/3P

C.BNEMA SIZE 0 15A/3P C.B None Yes No DFS TCU001

100A MTS w/100A Generator Receptacle

Fair No emergency lighting

25 LS 48 3983 Dariend Highway Brunswick Overhead Pole 1309 B67 480V/3PH

250A/3PH Enc crkt, breaker

250A/3P C.B 3-35HP pumps

100A/3P C.B's FVNR Service disc YES YES YES DFS TCU001

80kW diesel w/125A output 350 gal tank

Fair

No lockable disconnecting means for controller

26 LS 28 101 Oscar Lane Brunswick Overhead Pole TOU-E0 DG8332 480V/3PH

250A/3PH Enc crkt, breaker

250A/3P C.B 3-35HP pumps

100A/3P C.B's FVNR Service disc YES Yes Yes DFS TCU001

80kW diesel w/125A output 350 gal tank

Fair

No lockable disconnecting means for controllerg

27 LS 23 5801 Altama Ave Brunswick Below Graade Pole CB2563 230V/3PH 60A/3P Fused

disc switch 60A/3P C.B 2-5 HP pumps 30A/3P FVNR NEMA

size 1 Main Disc NO Yes Yes DCS TCU001

Mobile Generator receptacle 100A

GOOD 18" Clearance of main disc


Item #

Site

Address

Owner

Electri

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28 LS 4, WWTP 2909 Newcastle St Brunswick

Below Grade From WWTP

Pole N/A 480V/3PH 600A M.C.B in MCC

600A M.C.B in MCC

4-125HP pumps

250A/3p C.B in MCC

VFD, YASKAWA P4

C.B IN MCC YES Yes

PLC, A-B SLC500 w/ serial commun to WWTP

WWTP Power Distribution

Fair

MCC & VFD Clearance interference with old pumps

400A C B 2 75HP VFD w/400A MTS w/ mobile Obsolete power distrib29 LS 3 2020 Newcastle St Brunswick Overhead Pole DK4321 480V/3PH 400A C.B

MTS 400A C.B MTS 2-75HP Pumps 250A C.B VFD w/

alternator VFD disc n VFD No MODBUS mobile Generator Receptacle

Poor Clearance Obsolete power distrib, no emergency lighing

30 Water Treatement Howard Coffin Park Brunswick Below Grade

Pad Mounted DL6598 480V/3PH 400A

Enclosed C.B400A Enclosed C.B

1-50 HP pump softstart 1-50hp pump VFD 1-100HP pump 2 stage starter 1-30HP well pump

C.B'S in MCC MCC Well only Yes Yes DFS

175kw Diesel generator, above grade tank with no containment

FairNo ouput crkt breaker could be located on the generator

31 LS 17 2845 Parkwood Dr Brunswick Below Grade Pole BD2595 480V/3PH 100A Fused

Disc switch100A Fused Disc switch

2-30HP pumps

80A/3P C.B

FVNR NEMA size 3 Service disc NO Yes Yes DCS PCU

200A mobile generator receptacle

GoodConduit seals, clearance for telemetry

3kVA Contarol Transformer is in poor condition

2 75HP 230kW

32 Goodyear Well WTP Brunswick Below Grade

Pad Mounted CG9076 480V/3PH

400A/3P Loackable enclosed C.B

400A/3P C.B

2-75HP service pumps, 1-30HP well pump

250A/3p C.B

FNVR NEMA 4 MCC Bucket Well only Yes DFS

230kW standby diesel w/400A output C.B

Good NO emergency lighting or exit signage

33 LS 6 3700 Altama Ave Brunswick Overhead Pole DH 2650 480V/3PH 225A Encl C.B 225A Encl C.B 3-35HP

pumps 100A/3P FVNR Service YES Yes No DFS TCU001

80kW Standby diesel w/125A output C.B 350Gal buried tank

Good No conduit seals

34 LS 21 4727 Altama Ave Brunswick Overhead Pole BG7874 230V/3PH None 2-100A / 3PH C.B

2-20HP pumps

100A/3P C.B FVNR NONE NONE Yes No DFS TCU001 NONE Unaccept

able

No clearancees for equipment, not safe

2-75 service FVNR Clearance in Verify well pump starter

35 Brunswick Villas Well Brunswick Below Grade Pole CG9070 480V/3PH 450A/3P Encl

Crkt Breaker 450A/3P C.Bservice pumps 1-75 well pump

250A/3PFVNR, NEMA size 3&4

Combination starters Well only YES DFS NONE Good

Clearance in front of lighting panel

y p pis properly sized for motor, No emergency lighting


Item #

Site

Address

Owner

Electri

cal S

ervice

Entran

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Utility

Service

Entrance

Transfo

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Utility

Meter #

Voltage a

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36 LS 5 3415 Stonewall St Brunswick Overhead Pole CF6478 480V/3PH 225A/3P encl crkt breaker

225A/3P encl crkt breaker 2-100 HP 200A/3P

C.BFVNR NEMA size 4 Service disc NO Yes DFS TCU001

150kW Standby diesel generator w/belly tank and 225A output C.B

Fair

ATS Clearance, controller disc means

No emerrgency lighting

37 LS 35 20 Ross Rd Brunswick Below Grade Pole CE4986 480V/3PH 200A fused

disc s itch200A fused disc s itch

3-25HP p mps

C.B in MCC FVNR MCC No Yes Yes DFS TCU001

225A MTS w/generator

Fair MCC is

Control Sequencing is No emergency lighting37 LS 35 20 Ross Rd Brunswick Grade Pole CE4986 480V/3PH disc switch disc switch pumps MCC FVNR MCC No Yes Yes DFS TCU001 w/generator

receptacleis obsolete

Sequencing is hazardous

No emergency lighting

38 LS 12 4614 Altama Ave Brunswick Below Grade Pole DJ2591 230V/3PH

100A/3P Fused lockable disc switch

70A/3P C.B. 2-3HP pumps

20A/3P C.B

FVNR NEMA size 0 70A/3P MCB Yes non-

fused Yes Yes DFS TCU001100A mobile generator receptacle

Excellent

Clearance between fence and electrical panels

Has Conduit seals

39 LS 36 1253 B & W Grade Rd Brunswick Below

GradePad Mounted BE8124 480V/3PH 300A/3P MCB

in MCC300A/3P MCB in MCC

1-100HP 1-20HP 1-60HP

MCC NO DFS

400A MTS w/ mobile generator connections

Fair Clearance for MCC No emergency lighting

APPENDIX B

Site Electrical Photographs

PAGE B-1 of B-26 APPENDIX B – SITE ELECTRICAL PHOTOGRAPHS Lift Station, LS-2

er. Primary and secondary overcurrent protection of transformer could not be verified. WTP, Fancy Bluff

pment, MCC and ATS with overcurrent protection

Obsolete branch circuit panel

Branch circuit panel and wall mounted transform

Recently installed electrical power distribution equi


Main service disconnect mounted on wooden backboard.

el and wetwell.

No conduit seals are installed between the control panel and wetwell.

No conduit seals are installed between the control pan Lift Station, LS-101

PAGE B-3 of B-26 APPENDIX B – SITE ELECTRICAL PHOTOGRAPHS WTP, Exit 29

Weatherproof enclosure housing electrical power distribution equipment. Clearance for equipment is not sufficient.

reasons, the abandoned wiring should be removed also.

between control panel and wetwell.

Backup generator has been removed. For safely Lift Station, LS-114

No conduit seals could be detected


ents for the service disconnect.

between control panel and wetwell. Sunlight will deteriorates the flexible

and wetwell. Sunlight will deteriorate the flexible

Fence interferes with the clearance requirem

No conduit seals install conduits. Lift Station, LS-121

No conduit seals are installed between control panelconduits.

PAGE B-5 of B-26 APPENDIX B – SITE ELECTRICAL PHOTOGRAPHS WTP, I-95 Well

use style.

panel and wetwell.

panel and wetwell.

Motor control center is an obsolete Westingho Lift Station, LS-127

No conduit seals are installed between control

Lift Station. 126

No conduit seals are installed between control

PAGE B-6 of B-26 APPENDIX B – SITE ELECTRICAL PHOTOGRAPHS

Antenna is in close proximately to overhead power lines, this may cause radio interference. WTP, Golden Isles II Well

.

Golden Isles II is a recently constructed facility

The power distribution equipment.


No conduit seals between control panel and wetwell. Sunlight deteriorates the flexible conduits.

Lift Station, LS-119

No conduit seals between control panel and wetwell. Sunlight deteriorates the flexible conduits.


e are badly corroded.

Manual transfer and disconnect for generator receptacle are badly corroded.

No conduit seals between control panel and wetwell. Sunlight deteriorates the flexible conduits Manual transfer and disconnect for generator receptacl

Lift Station, LS-105

Main service disconnect is badly corroded.


tacle. This is used to route power to the chemical the door. Then, it continues to treatment tank by being direct

ect bury.

Overall site

An extension cord is plugged into the control panel receptreatment controller. The cord is crushed in buried.

Extension cord routed to treatment tank controller, dir WTP, FLETC


ent is still in functioning condition. No emergency lighting or exit signage. WTP, Canal Road Well

the required clearance in front of the MCC.

Aging power distribution equipm

The radio telemetry enclosure interferes with


tank. Abandoned day tank should be removed.

panel and wetwell.

Onsite generator has newly installed belly diesel

No conduit seals between control

The phase monitoring relay has been removed.

PAGE B-12 of B-26 APPENDIX B – SITE ELECTRICAL PHOTOGRAPHS WTP Perry Lane Well

fferent electrical services (480V & 230V)

230 Volt service feed load center located in panel.

Overall site photo. Site has two di

480 Volt service entrance equipment (MCC)

PAGE B-13 of B-26 APPENDIX B – SITE ELECTRICAL PHOTOGRAPHS Golden Isles WTP No. 1

Site photo

480Volt service entrance equipment, MCC with 400A/3P M.C.B.

Facility appears to be fairly new and code compliant.


and wet well could not be detected.

d and will deteriorate in the sunlight.

nel and wetwell.

Conduit seals between the control panel

The flex conduit is not properly supporte Lift Station, LS-109

No conduit seals between the control pa


A buried extension cord is used to route power to the chemical feed system.

The exterior of the pump station.

Branch circuit panel, control and across the line motor starters.

Lift Station, LS-38


ng exists in the pump station

Lift Station, LS-48

Control panel for lift station 4048

and disconnect switches.

Access to pumps below. No emergency lighti

No conduit seals between wetwell


Electrical equipment backboard.

e wetwell and disconnect switches.

No conduit seals installed between wetwell and control panel.

No conduit seal installed between th Lift Station, LS-23


required for service disconnect.

keeping pads interfere with the clearance requirements for the

drives.

Fence interferes with the clearance Lift Station, LS-4 WWTP

Abandoned pump/motor and housing motor control center and variable frequency


Obsolete motor control center interferes with clearance requirements for variable frequency drive pump

n system should be replaced. Configuration of MCC has

us telephone).

ainment. Tank needs to be verified for double wall containment

control panel. The obsolete power distributiobeen modified, destroying the UL listing.

Station does not have radio telemetry (Mod b WTP, Howard Coffin Park Well

Diesel tank for backup generator does not have cont


t be located.

gnage for the facility. Lift Station, LS-17

d wetwell. metry connections.

MCC is an older vintage. However, it appears to be in good operating condition.

Generator output circuit breaker could noThere is no emergency lighting or exit si

No conduit seal between control panel anFlexible sealtight conduit was used for tele WTP, Goodyear Well


lighting or exit signage

the wetwell and motor disconnects.

Photo of the Goodyear WTP site. Facility has no emergency Lift Station, LS-6

Lift station LS-6 with on site stand diesel generator.

No conduit seals were detected between


C violations and posed safety hazards to maintenance personnel.

s. Pumps are belt driven with a guards that provide a ng to access and trouble shoot the electrical equipment.

Electrical service is a direct connection to power distribution block in control panel. No service disconnect exists to isolate this panel.

Lift Station LS-4021 contains many NE

No work clearance in the front of the electrical panelminimal protection to workers attempti

PAGE B-23 of B-26 APPENDIX B – SITE ELECTRICAL PHOTOGRAPHS WTP, Brunswick Villas Well

The Brunswick Villas WTP, the Facility has no emergency lighting.

onnect and power distribution equipment.

in front of the branch circuit panel.

The electrical service entrance main disc

Piping interferes with the required clearance


lighting. the proper working clearance in front of it.

lighting.

Lift station LS-4005, facility has no emergency

The automatic transfer switch does not have Lift Station, LS-35

Lift station LS-4035, facility has no emergency


The motor control center is an obsolete vintage Westinghouse.

Lift station LS-4012 is the only wetwell pump station to have UL listed conduit seals installed. This

traveling through the conduit to the control panel/disconnect ng in an explosion. They also prevent moisture from

causing premature corrosion.

p station’s electrical service equipment interferes with the required

Lift Station, LS-12

prevents hazardous gases (methane) fromand interacting with an electrical arcing device resultitraveling from the wetwell to the panels

The fence installed around the pumworking clearance of the equipment. Lift Station, LS-36


Lift station LS-4036.

ete vintage Westinghouse. The Pump interferes with clearance

ps. The facility has provisions for a mobile

lighting.

The motor control center is an obsolrequirements for the MCC.

The stairway leading down to the location of the pumgenerator connection and has no emergency

APPENDIX C RAINFALL DEPENDENT INFLOW AND INFILTRATION COMPUTATIONS



30%

Preliminary Estimate of RDII Effects - Academy Creek WPCP System (not including tidal influences)

Notes:Monthly Total Rain < 1 inch (Base Flow) 1. RDII = Rainfall Dependent Infiltration & Inflow:

Avg Base Total Rain Max Flow Variance % Increase 2. Average MGD where rain < 1 inch = is being used to Date (MGD) (inches) (MGD) (MGD) (MGD) approximate Average Dry Weather Flow (ADWF) or Base

Mar-06 5.80 0.27 6.53 0.73 12.6% Flow for this Preliminary Analysis:Apr-06 5.11 0.99 5.46 0.35 6.8% 3. ADWF or Base Flow does not take tidal influences intoJul-06 4.53 0.95 4.82 0.29 6.4% consideration in this analysis.Oct-06 4.24 0.65 4.55 0.31 7.3% 4. Rain gauge readings are taken at the Academy Creek WWTPApr-07 4.74 0.79 5.84 1.10 23.2% 5. Rain events during winter months (Dec - Mar) often coverMay-07 4.43 0.63 5.21 0.78 17.6% larger areas draining to the WWTP and might be expected to Nov-07 4.98 0.15 5.86 0.88 17.7% produce higher flows, whereas summer (April - Nov) events may beNov-08 5.19 0.59 6.01 0.82 15.8% associated with more localized storm cells that do not cover largerDec-08 4.81 0.60 5.38 0.57 11.9% areas and might be expected to produce lower resulting flows at the WWTP.

Averages 4.87 0.62 5.52 0.65 13.25% 6. Individual storms, as they relate to intensity and duration, have not been considered in this analysis.

Monthly Total Rain 1" - 2"Avg Base Total Rain Max Flow Variance % Increase

Date (MGD) (inches) (MGD) (MGD) (MGD)Jan-05 4.87 1.61 5.38 0.51 10.5%May-06 4.87 1.88 5.23 0.36 7.4%Nov-06 4.87 1.72 4.62 -0.25 -5.1%Mar-07 4.87 1.62 5.82 0.95 19.5% Summary Table: Linear Regression of RDII Flow Percent Increase / Inch RainSep-08 4.87 1.31 6.29 1.42 29.2%Jan-09 4.87 1.95 5.26 0.39 8.0%Feb-09 4.87 1.14 5.39 0.52 10.7%

Averages 4.87 1.60 5.43 0.56 11.44%Rain Flow Increase

Monthly Total Rain 2" - 3" (inches) (MGD) % Flow Increase (MGD) @ Rainfall AmountsAvg Base Total Rain Max Flow Variance % Increase 0 0

Date (MGD) (inches) (MGD) (MGD) (MGD) 2 12%Jan-06 4.87 2.94 9.13 4.26 87.5% 4 29% 80%Sep-06 4.87 2.57 5.19 0.32 6.6% 6 72%Feb-07 4.87 2.26 5.79 0.92 18.9% 70%

Mar-08 4.87 2.88 6.82 1.95 40.0% 60%Apr-08 4.87 2.15 6.24 1.37 28.1%May-08 4.87 2.11 6.01 1.14 23.4% 50%Jun-08 4.87 2.90 5.11 0.24 4.9% y = 0.1025x

Oct-08 4.87 2.32 6.99 2.12 43.5% R² = 0.888740%

Averages 4.87 2.52 6.41 1.54 31.62%

Monthly Total Rain 3" - 4"Avg Base Total Rain Max Flow Variance % Increase 20%

Date (MGD) (inches) (MGD) (MGD) (MGD)Sep-05 4.87 3.48 7.88 3.01 61.8% 10%

Dec-06 4.87 3.66 4.78 -0.09 -1.8% 0%Jan-07 4.87 3.18 5.18 0.31 6.4%J 08Jan-08 4 874.87 3 263.26 5 715.71 0 840.84 17 2% 0 1 2 3 4 5 6 717.2%Feb-08 4.87 3.01 7.10 2.23 45.8%Mar-09 4.87 3.43 6.16 1.29 26.5%

Averages 4.87 3.34 6.14 1.27 26.0%


Date (MGD) (inches) (MGD) (MGD) (MGD)May-05 4.87 4.85 8.46 3.59 73.7%Dec-05 4.87 4.62 9.07 4.20 86.2%Jun-06 4.87 4.89 5.52 0.65 13.3%Sep-07 4.87 4.71 7.56 2.69 55.2%Oct-07 4.87 4.91 6.36 1.49 30.6%

Averages 4.87 4.80 7.39 2.52 51.8%


Date (MGD) (inches) (MGD) (MGD) (MGD)Feb-05 4.87 5.40 9.55 4.68 96.1%Mar-05 4.87 5.40 9.53 4.66 95.7%Apr-05 4.87 5.62 12.15 7.28 149.5%Aug-05 4.87 5.29 9.02 4.15 85.2%Feb-06 4.87 5.24 11.05 6.18 126.9%Jun-07 4.87 5.61 6.58 1.71 35.1%Aug-08 4.87 5.88 8.63 3.76 77.2%Jun-09 4.87 5.12 8.65 3.78 77.6%

Averages 4.87 5.45 9.40 4.53 92.9%

Monthly Total Rain > 6"Avg Base Total Rain Max Flow Variance % Increase

Date (MGD) (inches) (MGD) (MGD) (MGD)Jun-05 4.87 9.45 11.90 7.03 144.4%Aug-06 4.87 6.31 5.14 0.27 5.5%Jul-07 4.87 8.65 5.67 0.80 16.4%Aug-07 4.87 7.82 8.07 3.20 65.7%Jul-08 4.87 7.47 6.57 1.70 34.9%Apr-09 4.87 8.06 13.03 8.16 167.6%May-09 4.87 7.17 10.94 6.07 124.6%

Averages 4.87 7.85 8.76 3.89 79.88%

Tropical Storm "Tammy"Avg Base Total Rain Max Flow Variance % Increase

Date (MGD) (inches) (MGD) (MGD) (MGD)Oct-05 4.87 18.30 21.90 17.03 349.7%

y = 0.1025xR² = 0.8887

0%

10%

20%

30%

40%

50%

60%

70%

80%

0 1 2 3 4 5 6 7Rain (inches)

% Flow Increase (MGD) @ Rainfall Amounts

H/M/S Influent Analysis from Pumping Records (2 Pumps)

Pump 1 Flow Rate 451 during Test (gpm):Facility: LS4001 Pump 2 Flow Rate 451 during Test (gpm):

P1 On-Time P2 On-Time 24-hour Influent Total On-Time Pump1 Pump2 Prince StDate Hours Minutes Seconds Hours Minutes Seconds (gpd) (Minutes) On-Times On-Times Rain (in)

Saturday, August 09, 2008 3 27 31 3 19 51 183,722 407.37 52 53 0Sunday, August 10, 2008 1 10 0 1 12 14 64,147 142.23 31 29 0Monday, August 11, 2008 3 10 10 3 1 45 167,734 371.92 48 49 0.01Tuesday, August 12, 2008 3 57 48 3 39 28 206,227 457.27 55 55 3.3Wednesday, August 13, 2008 5 1 7 4 42 16 263,106 583.38 63 63 0.15Thursday, August 14, 2008 4 50 34 4 37 28 256,183 568.03 63 63 0.07Friday, August 15, 2008 4 24 35 3 59 21 227,274 503.93 58 57 0Saturday, August 16, 2008 3 28 55 3 29 23 188,653 418.30 56 56 0

Average (gpd) = 194,631 431.55 53.25 53.13Average Daily InFlow 135 Rate (gpm) =

Peak Flow 338 @ 2.5 (gpm) =

Weekend Day Influent A #REF!verage (gpd) =Week Days Influent A #REF!verage (gpd) =

Note: Weeks are to start on Sunday and go through Saturday with the Draw Down Test being on one of those days in that week.Note: Pump Flow based on 7-15-08 drawdown testing

4.432 Avg of Total Pump On-times / 24 hour period = Number of Runs per hour (3 to 6)17.981 Avg Total On-Time minutes / 24 hour period = Avg min On-time per hour (21 - 48)4.06 Avg min On-time per hour / Number of Runs per hour = On-time minutes per pump (7 -8 minutes)

Rain Summary

Average Dry (weekend) 183,722 Rain Guage Station: Prince Street Rain Gauge StationLess Percent Weekend Typ Lower 24,625Average Dry (weekday) 208,347 Date Rain (in)

8/9/2008 0Use Day After Storm for Wet - Weekday 263,106 8/10/2008 0

8/11/2008 0.01I/I Flow 54,759 8/12/2008 3.3Percent I/I Flow 26.28% 8/13/2008 0.15

8/14/2008 0.07Something seems off with the Sunday Aug 10th data 8/15/2008 0

8/16/2008 0

RD I/I Fay vs Dec 2007Use Dec 2007 information to compare to Fay event

Peak I/I Weekday - Fay 263,106Dry Weekend Day Average Dec 8 and 9 164,262 22016.3

186,278 Corr dry Weekday Ave - Dec 186,278Dry Weekday Average Dec 10 - 14 186,278

RD I/I Flow 76,828Weekend Day Typ 13.40% Lower than Weekday

Percent RD I/I Flow 41.24%LS4001 Influent Analysis 08-2008

Influent Analysis from Pumping Records

Pump 1 Flow Rate during Test (gpm 451):Facility: LS4001 Pump 2 Flow Rate during Test (gpm 451):

P1 On-Time P2 On-Time 24-hour Influent Total On-Time Pump1 Pump2 Prince StDate Hours Minutes Seconds Hours Minutes Seconds (gpd) (Minutes) On-Times On-Times Rain (in)

Saturday, December 08, 2007 3 37 14 3 3 9 180,573 400.38 51 48 0Sunday, December 09, 2007 3 8 1 2 20 2 147,951 328.05 46 43 0Monday, December 10, 2007 2 34 4 2 51 8 146,665 325.20 46 44 0Tuesday, December 11, 2007 4 12 12 3 6 43 197,951 438.92 58 58 0Wednesday, December 12, 2007 3 51 17 3 29 17 198,696 440.57 63 64 0Thursday, December 13, 2007 3 50 52 3 33 41 200,492 444.55 65 65 0Friday, December 14, 2007 3 33 25 3 22 31 187,586 415.93 59 58 0Saturday, December 15, 2007 3 19 9 3 17 13 178,761 396.37 56 58 0.93Sunday, December 16, 2007 2 55 5 2 40 7 151,175 335.20 53 52 0Monday, December 17, 2007 2 57 31 2 52 53 158,030 350.40 55 56 0Tuesday, December 18, 2007 4 7 22 3 47 28 214,150 474.83 71 72 0

Average 179,988 (gpd) = 399.09 56.64 56.18Average Daily InFlow Rate (gpm 125) =

Peak Flow @ 2.5 (gpm 312) =

Weekend Day Influent Average (gpd) = 164,615Week Days Influent Aver 186,224age (gpd) =

Note: Pump Flow based on 7-15-08 drawdown testing

4.701 Avg of Total Pump On-times / 24 hour period = Number of Runs per hour16.629 Avg Total On-Time minutes / 24 hour period = Avg min On-time per hour

3.54 Avg min On-time per hour / Number of Runs per hour = On-time minutes per pump

Prince Street Rain Gauge StationDec-07 Inches

12/1/2007 012/2/200712/2/2007 0 010.0112/3/2007 0.02

Use Dec 2007 information to com apare to F y event 12/4/2007 012/5/2007 0

Dry Weekend Day Average Dec 8 and 9 164,262 12/6/2007 012/7/2007 0

Dry Weekday Average Dec 10 - 14 186,278 12/8/2007 012/9/2007 0

Storm Event (2nd Day after) - Weekday 158,030 12/10/2007 012/11/2007 0

I/I Flow 11,365 12/12/2007 012/13/2007 0

Percent I/I Flow 7.75% 12/14/2007 012/15/2007 0.9312/16/2007 012/17/2007 012/18/2007 012/19/2007 012/20/2007 0.6212/21/2007 012/22/2007 0.0112/23/2007 012/24/2007 012/25/2007 0.0412/26/2007 012/27/2007 012/28/2007 012/29/2007 012/30/2007 0.4112/31/2007 0

Total 2.04

LS4001 Influent Analysis 12-2007

LS4002 Pumps operate on VFDs - JWSC (Ray Tarker) developed correlation between RPM and Flow

Date GPD Rain (in) Max. Min. Avg.Friday, March 20, 2009 898,215 0.00 924 428 623

Saturday, March 21, 2009 785,843 0.00 698 400 542Sunday, March 22, 2009 801,390 0.00 843 420 556Monday, March 23, 2009 834,258 0.00 844 381 581Tuesday, March 24, 2009 868,654 0.01 926 451 598

Wednesday, March 25, 2009 843,400 0.00 959 393 589Thursday, March 26, 2009 894,015 0.00 1,166 404 628

Friday, March 27, 2009 849,075 0.03 778 422 603Saturday, March 28, 2009 841,728 0.25 924 382 591Sunday, March 29, 2009 997,940 0.99 1,263 474 715Monday, March 30, 2009 1,044,992 0.13 1,011 204 732Tuesday, March 31, 2009 1,009,738 0.53 921 546 704

Wednesday, April 01, 2009 1,496,471 2.40 1,341 751 1,046Thursday, April 02, 2009 1,863,424 2.49 1,639 1,087 1,300

Friday, April 03, 2009 2,227,796 0.19 1,639 1,364 1,479Saturday, April 04, 2009 1,814,698 0.00 1,639 1,235 1,339Sunday, April 05, 2009 1,952,401 0.95 1,564 1,133 1,360Monday, April 06, 2009 1,928,489 0.01 1,639 818 1,422Tuesday, April 07, 2009 1,841,194 0.00 1,467 1,079 1,256

Wednesday, April 08, 2009 1,869,726 0.00 1,469 951 1,290Thursday, April 09, 2009 1,604,725 0.00 1,449 879 1,117

Friday, April 10, 2009 1,703,346 0.00 1,459 725 1,191Saturday, April 11, 2009 1,417,894 0.00 1,371 749 1,003Sunday, April 12, 2009 1,552,108 0.00 1,465 573 1,083Monday, April 13, 2009 1.59

ADWF (GPD): 846,286AWWF (GPD): 1,621,663% I/I Increase: 91.6%

Dec 2007 and August 2008 data not available

Dry Friday March 20, 2009 898,215

Storm Event (Day After) - Friday April 3 2009 2 227 796

RDII Analysis

Flow (gpm)

Influent Analysis from Pumping Records (2 Pumps)

Storm Event (Day After) - Friday April 3, 2009 2,227,796

RD I/I Flow 1,329,582

Percent RD I/I Flow 148.02%

Friday, March 20, 2009 0.00 Friday, March 20, 2009 0.00 Friday, March 20, 2009 0.00Saturday, March 21, 2009 0.00 Saturday, March 21, 2009 0.00 Saturday, March 21, 2009 0.00Sunday, March 22, 2009 0.00 Sunday, March 22, 2009 0.00 Sunday, March 22, 2009 0.00Monday, March 23, 2009 0.00 Monday, March 23, 2009 0.00 Monday, March 23, 2009 0.00Tuesday, March 24, 2009 0.01 Tuesday, March 24, 2009 0.01 Tuesday, March 24, 2009 0.01

Wednesday, March 25, 2009 0.00 Wednesday, March 25, 2009 0.00 Wednesday, March 25, 2009 0.00Thursday, March 26, 2009 0.00 Thursday, March 26, 2009 0.00 Thursday, March 26, 2009 0.00

Friday, March 27, 2009 0.03 Friday, March 27, 2009 0.02 Friday, March 27, 2009 0.03Saturday, March 28, 2009 0.18 Saturday, March 28, 2009 0.32 Saturday, March 28, 2009 0.25Sunday, March 29, 2009 0.67 Sunday, March 29, 2009 1.30 Sunday, March 29, 2009 0.99Monday, March 30, 2009 0.25 Monday, March 30, 2009 0.00 Monday, March 30, 2009 0.13Tuesday, March 31, 2009 0.16 Tuesday, March 31, 2009 0.90 Tuesday, March 31, 2009 0.53

Wednesday, April 01, 2009 2.18 Wednesday, April 01, 2009 2.62 Wednesday, April 01, 2009 2.40Thursday, April 02, 2009 2.54 Thursday, April 02, 2009 2.44 Thursday, April 02, 2009 2.49

Friday, April 03, 2009 0.26 Friday, April 03, 2009 0.11 Friday, April 03, 2009 0.19Saturday, April 04, 2009 0.00 Saturday, April 04, 2009 0.00 Saturday, April 04, 2009 0.00Sunday, April 05, 2009 0.78 Sunday, April 05, 2009 1.12 Sunday, April 05, 2009 0.95Monday, April 06, 2009 0.00 Monday, April 06, 2009 0.02 Monday, April 06, 2009 0.01Tuesday, April 07, 2009 0.00 Tuesday, April 07, 2009 0.00 Tuesday, April 07, 2009 0.00

Wednesday, April 08, 2009 0.00 Wednesday, April 08, 2009 0.00 Wednesday, April 08, 2009 0.00Thursday, April 09, 2009 0.00 Thursday, April 09, 2009 0.00 Thursday, April 09, 2009 0.00

Friday, April 10, 2009 0.00 Friday, April 10, 2009 0.00 Friday, April 10, 2009 0.00Saturday, April 11, 2009 0.00 Saturday, April 11, 2009 0.00 Saturday, April 11, 2009 0.00Sunday, April 12, 2009 0.00 Sunday, April 12, 2009 0.00 Sunday, April 12, 2009 0.00Monday, April 13, 2009 2.07 Monday, April 13, 2009 1.11 Monday, April 13, 2009 1.59

AveragePrince #11 Rain Gauge SiteWWTP4 Rain Gauge Site

LS4002 RPM-Flow 4-09 Storm

LS4003 Pumps operate on VFDs - JWSC (Ray Tarker) developed correlation between RPM and FlowWWTP#4

Date GPD Rain (in) Max. Min. Avg.Friday, March 20, 2009 155,905 0 1,005 10 111

Saturday, March 21, 2009 93,035 0 1,005 10 55Sunday, March 22, 2009 164,272 0 1,005 10 102Monday, March 23, 2009 210,696 0 1,005 10 97Tuesday, March 24, 2009 72,361 0.01 1,005 10 54 Bad Data

Wednesday, March 25, 2009 40,805 0 1,005 10 25 Bad DataThursday, March 26, 2009 41,441 0 1,005 10 117 Bad Data

Friday, March 27, 2009 14,242 0.03 10 10 10 Bad DataSaturday, March 28, 2009 129,333 0.18 1,005 10 236Sunday, March 29, 2009 226,370 0.67 1,005 10 292Monday, March 30, 2009 204,084 0.25 1,005 10 247Tuesday, March 31, 2009 184,716 0.16 1,005 10 197

Wednesday, April 01, 2009 221,322 2.18 984 66 169Thursday, April 02, 2009 474,649 2.54 719 140 344

Friday, April 03, 2009 723,457 0.26 708 358 508Saturday, April 04, 2009 527,835 0 1,005 10 381Sunday, April 05, 2009 530,876 0.78 1,005 10 383Monday, April 06, 2009 657,465 0 1,005 10 483Tuesday, April 07, 2009 487,871 0 980 241 352

Wednesday, April 08, 2009 364,573 0 999 10 258Thursday, April 09, 2009 269,386 0 1,005 10 241

Friday, April 10, 2009 418,195 0 1,005 10 332Saturday, April 11, 2009 375,608 0 1,005 10 291Sunday, April 12, 2009 385,595 0 1,005 10 294Monday, April 13, 2009 2.07

ADWF (GPD): 163,149AWWF (GPD): 435,631


Flow (gpm)

RDII Analysis

% I/I Increase: 167.0%

Friday, March 20, 2009 0.00 Dec 2007 and August 2008 data not availableSaturday, March 21, 2009 0.00Sunday, March 22, 2009 0.00 Dry Friday March 20, 2009 155,905Monday, March 23, 2009 0.00Tuesday, March 24, 2009 0.01 Storm Event (Day After) - Friday April 3, 2009 723,457

Wednesday, March 25, 2009 0.00Thursday, March 26, 2009 0.00 RD I/I Flow 567,552

Friday, March 27, 2009 0.03Saturday, March 28, 2009 0.18 Percent RD I/I Flow 364.04%Sunday, March 29, 2009 0.67Monday, March 30, 2009 0.25Tuesday, March 31, 2009 0.16

Wednesday, April 01, 2009 2.18Thursday, April 02, 2009 2.54

Friday, April 03, 2009 0.26Saturday, April 04, 2009 0.00Sunday, April 05, 2009 0.78Monday, April 06, 2009 0.00Tuesday, April 07, 2009 0.00


Friday, April 10, 2009 0.00Saturday, April 11, 2009 0.00Sunday, April 12, 2009 0.00Monday, April 13, 2009 2.07

WWTP4 Rain Gauge Site


3281Facility: LS4005 3281

24-hour Influent Total On-Time Pump1 Pump2 WWTP #4Date Hours Minutes Seconds Hours Minutes Seconds (gpd) (Minutes) On-Times On-Times Rain (in)

Saturday, August 09, 2008 5 46 59 2 19 27 1,595,988 486.43 120 57 0Sunday, August 10, 2008 2 4 40 5 36 32 1,513,197 461.20 52 112 0Monday, August 11, 2008 5 23 56 2 9 59 1,489,301 453.92 119 50 0.68Tuesday, August 12, 2008 2 3 28 6 3 7 1,596,480 486.58 52 121 1.38Wednesday, August 13, 2008 6 9 43 2 35 24 1,722,908 525.12 123 61 0.13Thursday, August 14, 2008 2 38 17 6 22 32 1,774,419 540.82 61 121 0.01Friday, August 15, 2008 5 54 59 2 45 37 1,708,089 520.60 116 56 0.01

0 0.000 0.000 0.000 0.00

1,628,626 496.38 91.86 82.57 * Averages based on Sat Aug 09 - Fri Aug 15 (LCS)1,1312,827

1,554,5921,658,239

Note: Pump rate based on 9-5-08 drawdown testing


Rain Summary

Average Dry (weekend) 1,554,592 Rain Guage Station:L P t W k d T Hi h 103 551

P1 On-Time P2 On-Time

WWTP#4

Weekend Day Influent Average (gpd) =Week Days Influent Average (gpd) =


Pump 1 Flow Rate during Test (gpm):

Average (gpd) =

Peak Flow @ 2.5 (gpm) =Average Daily InFlow Rate (gpm) =


Less Percent Weekend Typ Higher 103,551Calc Average Dry (weekday) 1,451,042 Date Rain (in)

8/9/2008 0Use 2nd Day After Storm for Wet - Weekday1,774,419 8/10/2008 0


8/14/2008 0.018/15/2008 0.01

RD I/I Fay vs Dec 2007

Use Dec 2007 information to compare to Fay event Peak I/I Weekday - Fay 1,774,419

Dry Weekend Day Average Dec 8 and 9 1,469,587 97889 Corr dry Weekday Ave - Dec 1,371,6991,371,699

Dry Weekday Average Dec 10 - 14 1,371,699 RD I/I Flow 402,721

Weekend Day Typ 6.66% Higher than Weekday Percent RD I/I Flow 29.36%



Pump 1 Flow 3281 Rate during Test (gpm):Facility: LS4005 Pump 2 Flow 3281 Rate during Test (gpm):

P1 On-Time P2 On-Time 24-hour Influent Total On-Time Pump1 Pump2 WWTP #4Date Hours Minutes Seconds Hours Minutes Seconds (gpd) (Minutes) On-Times On-Times Rainfall

Saturday, December 08, 2007 7 57 58 0 5 18 1,585,598 483.27 90 0 0.01Sunday, December 09, 2007 6 52 31 0 0 2 1,353,577 412.55 86 1 0Monday, December 10, 2007 8 11 32 0 0 6 1,613,049 491.63 86 3 0Tuesday, December 11, 2007 6 39 51 0 0 4 1,312,127 399.92 110 2 0.02Wednesday, December 12, 2007 6 44 46 0 0 0 1,328,039 404.77 113 0 0.01Thursday, December 13, 2007 6 34 25 0 0 4 1,294,300 394.48 113 2 0.01Friday, December 14, 2007 6 39 34 0 0 0 1,310,978 399.57 113 0 0Saturday, December 15, 2007 6 55 35 0 0 0 1,363,529 415.58 119 0 0.94Sunday, December 16, 2007 7 48 53 0 0 0 1,538,406 468.88 130 0 0.01Monday, December 17, 2007 7 1 3 0 0 0 1,381,465 421.05 119 0 0Tuesday, December 18, 2007 6 51 32 0 0 0 1,350,241 411.53 115 0 0

Average (gpd) = 1,402,846 427.57 108.55 0.73Average Daily InFlow 974 Rate (gpm) =

Peak Flow 2,435 @ 2.5 (gpm) =

Weekend Day Influent Aver 1,460,277age (gpd) =Week Days Influent Av 1,370,028erage (gpd) =

Note: Pump rate based on 9-5-08 drawdown testing - only able to test one pump

4 5534.553 A f T t l P O ti / 24 h i d N b f R hAvg of Total Pump On-times / 24 hour period = Number of Runs per hour17.815 Avg Total On-Time minutes / 24 hour period = Avg min On-time per hour3.91 Avg min On-time per hour / Number of Runs per hour = On-time minutes per pump

WWTP # 4 Rain Gauge Station12/8/2007 0.0112/9/2007 012/10/2007 012/11/2007 0.0212/12/2007 0.0112/13/2007 0.01

Use Dec 2007 inform oation to c mpare to Fay event 12/14/2007 012/15/2007 0.94

Dry Weekend Day Average Dec 8 and 9 1,469,587 12/16/2007 0.0112/17/2007 0

Dry Weekday Average Dec 10 - 14 1,371,699 12/18/2007 0

Storm Event (Day after) - Weekend 1,538,406

I/I Flow 184,830

Percent I/I Flow 13.65%

LS05 Influent Analysis12-2007

1726Facility: 2025

3000

24-hour Influent Total On-Time Pump1 Pump2 Pump3Date Hours Minutes Seconds Hours Minutes Seconds Hours Minutes Seconds (gpd) (Minutes) On-Times On-Times On-Times Rain (in)

Saturday, August 16, 2008 2 19 15 2 45 25 2 15 15 981,064 439.92 47 48 48 0Sunday, August 17, 2008 2 10 54 2 34 51 2 6 30 919,005 412.25 47 46 45 0.41Monday, August 18, 2008 2 20 56 2 32 35 2 14 11 954,782 427.70 47 48 47 0.08Tuesday, August 19, 2008 2 12 43 2 32 7 2 9 21 925,155 414.18 47 47 47 0.06Wednesday, August 20, 2008 2 10 25 2 32 25 2 6 31 913,293 409.35 45 46 46 0.36Thursday, August 21, 2008 2 15 19 3 34 45 2 18 55 1,085,175 488.98 46 45 45 2.38Friday, August 22, 2008 1 53 5 3 53 51 3 26 43 1,288,878 553.65 35 61 61 0.22Saturday, August 23, 2008 2 52 41 3 25 36 2 53 0 1,233,391 551.28 53 53 53 0Sunday, August 24, 2008 2 30 35 3 0 11 2 27 22 1,066,878 478.13 50 50 50 0.02

0 0.000 0.00

1,040,847 464 46 49 49723 * Averages based on Sat Aug 16 - Sun Aug 24 (LCS)

1,807

1,050,0851,033,457

Note: Pump rate based on September 2008 drawdown testing.

6.032 Avg of Total Pump On-times / 24 hour period = Number of Runs per hour (3 to 6)19.331 Avg Total On-Time minutes / 24 hour period = Avg min On-time per hour (21 - 48) Rain Summary3.20 Avg min On-time per hour / Number of Runs per hour = On-time minutes per pump (7 -8 minutes)

Rain Guage Station:


P1 On-Time P2 On-Time P3 On-Time


4049

Pump 1 Flow Rate during Test (gpm):Pump 2 Flow Rate during Test (gpm):Pump 3 Flow Rate during Test (gpm):

LS 4006


Average (gpd) =

Average Dry (weekend) 950,034 Date Rain (in)Less Percent Weekend Typ Higher 105,778 8/16/2008 0Calc Average Dry (weekday) 844,257 8/17/2008 0.41

8/18/2008 0.08Use Day After Storm for Wet - Weekday 1,288,878 8/19/2008 0.06


8/23/2008 08/24/2008 0.02


Use Dec 2007 information to compare to Fay event Peak I/I Weekday - Fay 1,288,878

Dry Weekend Day Average Dec 8 and 9 899,822 100186.9 Corr dry Weekday Ave - Dec 799,635799,635

Dry Weekday Average Dec 10 - 14 799,635 RD I/I Flow 489,243


LS4006 Influent Analysis Storm 8-2008

ime 2 On-

6

ge Station: LS4049 Station


Pump 1 Flow 1726 Rate during Test (gpm):Facility: L/S 400 Pump 2 Flow 2025 Rate during Test (gpm):

Pump 3 Flow 3000 Rate during Test (gpm):

P1 On-T P Time P3 On-Time 24-hour Influent Total On-Time Pump1 Pump2 Pump3 LS4049Date Hours Minutes Seconds Hours Minutes Seconds H sour Minutes Seconds (gpd) (Minutes) On-Times On-Times On-Times Rain (in)

Saturday, December 08, 2007 3 22 58 0 0 0 3 11 13 923,970 394.18 55 0 51 0Sunday, December 09, 2007 2 56 59 0 0 0 3 10 4 875,673 367.05 54 0 54 0Monday, December 10, 2007 2 28 48 0 0 0 3 13 45 838,079 342.55 59 0 55 0Tuesday, December 11, 2007 2 49 46 0 0 0 2 49 42 802,117 339.47 66 0 66 0Wednesday, December 12, 2007 2 47 52 0 0 0 2 46 5 787,988 333.95 67 0 67 0Thursday, December 13, 2007 2 45 49 0 0 0 2 40 47 768,550 326.60 65 0 66 0Friday, December 14, 2007 2 49 59 0 0 0 2 49 21 801,441 339.33 68 0 67 0Saturday, December 15, 2007 3 5 37 0 0 0 3 5 58 878,274 371.58 71 0 71 1.2Sunday, December 16, 2007 3 22 52 0 0 0 3 24 52 964,748 407.73 75 0 75 0Monday, December 17, 2007 2 12 4 0 50 28 2 57 3 861,292 359.58 55 19 71 0Tuesday, December 18, 2007 1 28 11 2 29 55 2 6 23 834,936 364.48 34 50 52 0

Average (gpd) = 848,824 358.77 60.82 6.27 63.18Average Da 589ily InFlow Rate (gpm) =

Peak 1,474 Flow @ 2.5 (gpm) =

Weekend Day Influent 910,666 Average (gpd) =Week Days Infl 813,486uent Average (gpd) =

Note: Pump rate based on September 2008 drawdown testing.Note: Weeks are to start on Sunday and go through Saturday with the Draw Down Test being on one of those days in that week.


Rain Gua

Date Rain (in)12/8/2007 012/9/2007 012/10/2007 012/11/2007 0

Use Dec 2007 informati om ayon to c pare to F event 12/12/2007 012/13/2007 0

Dry Weekend Day Average Dec 8 and 9 899,822 12/14/2007 012/15/2007 1.2


Storm Event (Day after) - Weekend 964,748 12/18/2007 0

I/I Flow 89,075


3 Pump - LS4006 Influent Analysis Master Storm 12-2007

e


Pump 1 Flow Rate 323 during Test (gpm):Facility: LS 4007 Pump 2 Flow Rate 269 during Test (gpm):

P1 On-Tim P2 On-Time 24-hour Influent Total On-Time Pump1 Pump2Date Hours Minutes Seconds Hours Minutes Seconds (gpd) (Minutes) On-Times On-Times Rain (in)

Thursday, August 14, 2008 1 3 47 1 25 7 43,498 148.90 21 21 0Friday, August 15, 2008 1 4 11 1 15 52 41,139 140.05 21 20 0Saturday, August 16, 2008 1 5 11 1 19 40 42,485 144.85 21 21 0Sunday, August 17, 2008 1 0 43 1 15 25 39,899 136.13 20 20 0.41Monday, August 18, 2008 1 5 1 1 23 14 43,390 148.25 21 22 0.08Tuesday, August 19, 2008 0 56 1 1 8 40 36,565 124.68 19 18 0.06Wednesday, August 20, 2008 1 4 6 1 10 51 39,763 134.95 19 20 0.36Thursday, August 21, 2008 1 5 27 0 3 7 21,979 68.57 21 20 2.38Friday, August 22, 2008 1 42 23 2 4 20 66,515 226.72 30 31 0.22Saturday, August 23, 2008 1 26 17 1 46 58 56,644 193.25 27 27 0Sunday, August 24, 2008 1 7 39 1 34 25 47,249 0.00 23 24 0.02Monday, August 25, 2008 1 17 41 3 35 39 83,102 0.00 24 23 0.21Tuesday, August 26, 2008 1 16 49 1 30 22 49,120 0.00 23 23 0Wednesday, August 27, 2008 1 8 54 1 26 47 45,599 155.68 22 22 0Thursday, August 28, 2008 1 9 23 1 24 40 0 0.00 22 21 0



Weekend Day Influent Av 43,283erage (gpd) =Week Days Influent Av 43,478erage (gpd) =

Note: Pump rates based on July 2008 drawdown testing.Note: Weeks are to start on Sunday and go through Saturday with the Draw Down Test being on one of those days in that week.

1.8531.853 Avg of Total Pump On-times / 24 hour period = Number of Runs per hour (3 to 6)Avg of Total Pump On times / 24 hour period Number of Runs per hour (3 to 6)4.506 Avg Total On-Time minutes / 24 hour period = Avg min On-time per hour (21 - 48)2.43 Avg min On-time per hour / Number of Runs per hour = On-time minutes per pump (7 -8 minutes)

Rain SummaryRain Guage Station:

8/14/2008 0Average Dry (weekend) 41,192 8/15/2008 0Less Percent Weekend Typ Higher 565 8/16/2008 0Calc Average Dry (weekday) 40,627 8/17/2008 0.41

8/18/2008 0.08Use Day After Storm for Wet - Weekday 66,515 8/19/2008 0.06


8/23/2008 08/24/2008 0.028/25/2008 0.218/26/2008 08/27/2008 0 RD I/I Fay vs Dec 20078/28/2008 0

Use Dec 2007 information to compare to Fay event Peak I/I Weekday - Fay 66,515

Dry Weekend Day Average Dec 8 and 9 28,279 388 Corr dry Weekday Ave 27,89227,892




e



P1 On-Tim P2 On 2-Time 4-hour Influent Total On-Time Pump1 Pump2 LS4049Date Hours Minutes Seconds Hours Minutes Seconds (gpd) (Minutes) On-Times On-Times Rain (in)




Weekend Day Influent Aver 29,685age (gpd) =Week Days Influent Av 27,988erage (gpd) =

Note: Pump rates based on July 2008 drawdown testing.


Use Dec 2007 information to compare to Fay event

Dry Weekend Day Average Dec 8 and 9 28,279

Dry Weekday Average Dec 10 - 14 27,892

Storm Event (Day of) - Weekend 26,309

I/I Flow 5,425



ime


Pump 1 Flow 413 Rate during Test (gpm):Facility: 4011 Pump 2 Flow 338 Rate during Test (gpm):

P1 On-T P2 On-Time 24-hour Influent Total On-Time Pump1 Pump2 LS 4049Date Hours Minut Ses econds Hours Minutes Seconds (gpd) (Minutes) On-Times On-Times Rain (in)

Thursday, August 14, 2008 1 3 49 0 59 49 46,574 123.63 31 29 0Friday, August 15, 2008 1 1 20 1 2 36 46,489 123.93 30 30 0Saturday, August 16, 2008 0 57 36 0 56 38 42,931 114.23 28 28 0Sunday, August 17, 2008 1 0 34 1 5 13 47,057 125.78 29 30 0.41Monday, August 18, 2008 1 4 34 0 59 51 46,895 124.42 30 29 0.08Tuesday, August 19, 2008 1 0 44 0 59 59 45,357 120.72 29 29 0.06Wednesday, August 20, 2008 0 57 33 0 57 56 43,350 115.48 27 28 0.36Thursday, August 21, 2008 0 54 14 1 0 0 42,678 114.23 26 26 2.38Friday, August 22, 2008 1 14 32 1 16 42 56,707 151.23 34 35 0.22Saturday, August 23, 2008 1 22 46 1 26 56 63,566 169.70 38 39 0Sunday, August 24, 2008 1 11 3 1 12 10 53,736 0.00 33 33 0.02Monday, August 25, 2008 1 7 54 1 10 27 51,855 0.00 32 30 0.21Tuesday, August 26, 2008 1 1 13 1 1 43 46,143 0.00 28 29 0Wednesday, August 27, 2008 0 56 9 0 55 17 41,876 0.00 26 26 0Thursday, August 28, 2008 0 58 20 1 0 17 44,467 118.62 27 28 0

Average (gpd) 47, = 979 93.47 29.87 29.93Average Daily I 33nFlow Rate (gpm) =

Peak Fl 83ow @ 2.5 (gpm) =

Weekend Day Influent Av 48,112erage (gpd) =Week Days Infl 47,661uent Average (gpd) =

Note: Weeks are to start on Sunday and go through Saturday with the Draw Down Test being on one of those days in that week.Note: Pump Flow from 7-15-08 drawdown testing.

2.4922.492 Avg of Total Pump On-times / 24 hour period = Number of Runs per hour (3 to 6)Avg of Total Pump On times / 24 hour period Number of Runs per hour (3 to 6)3.894 Avg Total On-Time minutes / 24 hour period = Avg min On-time per hour (21 - 48)1.56 Avg min On-time per hour / Number of Runs per hour = On-time minutes per pump (7 -8 minutes)

Rain SummaryRain Guage Station:

8/14/2008 0Average Dry (weekend) 44,994 8/15/2008 0Plus Percent Weekend Typ Lower 585 8/16/2008 0Calc Average Dry (weekday) 45,579 8/17/2008 0.41

8/18/2008 0.08Use 2nd Day After Storm for Wet - Weekend 63,566 8/19/2008 0.06


8/23/2008 08/24/2008 0.028/25/2008 0.218/26/2008 08/27/2008 0 RD I/I Fay vs Dec 20078/28/2008 0

Use Dec 2007 information to compare to Fay event Peak I/I Weekend - Fay 63,566

Dry Weekend Day Average Dec 8 and 9 32,833 427 Corr dry Weekday Ave - Dec 32,83333,261


Weekend Day Typ 1.30% Lowerer than Weekday Percent RD I/I Flow 93.60%


e








Note: Pump Flow from 7-15-08 drawdown testing.



Dry Weekend Day Average 8-Dec 32,833 Dec 9th appears to be an outlier in flow



I/I Flow 2,304




Pump 1 Flow Rate during Test 1381 (gpm):Facility: LS 4017 Pump 2 Flow Rate during Test 1208 (gpm):

P1 On-Time P2 On-Time 24-hour Influent Total On-Time Pump1 Pump2Date Hours Minutes Seconds Hours Minutes Seconds (gpd) (Minutes) On-Times On-Times Rain (in)

Saturday, August 16, 2008 3 28 19 3 44 55 559,385 433.23 39 39 0Sunday, August 17, 2008 2 23 17 3 44 9 468,647 367.43 39 39 0.41Monday, August 18, 2008 3 43 56 4 12 5 613,769 476.02 41 41 0.08Tuesday, August 19, 2008 3 26 42 3 59 30 574,769 446.20 45 45 0.06Wednesday, August 20, 2008 3 18 5 3 51 42 553,447 429.78 42 42 0.36Thursday, August 21, 2008 3 46 56 4 22 56 631,018 489.87 47 45 2.38Friday, August 22, 2008 5 44 35 6 20 49 935,896 725.40 53 52 0.22Saturday, August 23, 2008 5 26 19 6 4 47 891,302 691.10 58 58 0Sunday, August 24, 2008 4 38 23 5 23 51 775,658 602.23 58 58 0.02

0 0.000 0.00

Average 667,099 (gpd) = 518 47 47Average Daily InFlow Rate 463 (gpm) = * Averages based on Sat Aug 16 - Sun Aug 24 (LCS)

Peak Flow @ 2.5 (gp 1,158m) =

Weekend Day Influent Average (gpd) 673,748 =Week Days Influent Average ( 661,780gpd) =

Note: Pump Flow based on 7-15-08 drawdown testing.Note: Weeks are to start on Sunday and go through Saturday with the Draw Down Test being on one of those days in that week.


Rain Summary

Average Dry (weekend) 514,016 Rain Guage Station: 4049Plus Percent Weekend Typ Lower 68,539Calc Average Dry (weekday) 582,555 Date Rain (in)

8/16/2008 0Use Day After Storm for Wet - Weekday 935,896 8/17/2008 0.41


8/21/2008 2.388/22/2008 0.228/23/2008 08/24/2008 0.02

Use Dec 2007 information to compare to Fay event RD I/I Fay vs Dec 2007

Dry Weekend Day Average Dec 8 and 9 358,753 47836 Peak I/I Weekday - Fay 935,896406,589

Dry Weekday Average Dec 10 - 14 406,589 Corr dry Weekday Ave - Dec 406,589

Weekend Day Typ 13.33% Lower than Weekday RD I/I Flow 529,307



e



P1 On-Tim P2 On-Time 24-hour Influent Total On-Time Pump1 Pump2 LS4049Date Hours Minutes Seconds Hours Minutes Seconds (gpd) (Minutes) On-Times On-Times Rain (in)





Note: Pump Flow based on 7-15-08 drawdown testing.






I/I Flow 6,382




Pump 1 Flow Rate dur 1047ing Test (gpm):Facility: LS4021 Pump 2 Flow Rate dur 1047ing Test (gpm):

P1 On-Time P2 On-T 24-hime our Influent Total On-Time Pump1 Pump2 LS4025Date Hours Minutes Seconds Hours Minutes Seconds (gpd) (Minutes) On-Times On-Times Rain (in)

Thursday, August 14, 2008 4 49 3 11 4 23 998,245 953.43 70 88 0Friday, August 15, 2008 4 53 20 7 22 4 769,964 735.40 71 71 0Saturday, August 16, 2008 9 24 55 3 58 53 841,579 803.80 113 44 0.1Sunday, August 17, 2008 11 23 58 0 0 0 716,113 683.97 151 0 0.4Monday, August 18, 2008 6 54 36 5 8 42 757,295 723.30 96 45 0.05Tuesday, August 19, 2008 5 8 54 6 10 41 711,524 679.58 74 74 0.01Wednesday, August 20, 2008 4 59 31 5 46 32 676,414 646.05 74 73 0.48Thursday, August 21, 2008 4 53 27 6 38 25 724,384 691.87 70 71 1.65Friday, August 22, 2008 9 22 51 7 2 7 1,031,260 984.97 98 52 0.24Saturday, August 23, 2008 14 39 44 0 0 0 921,081 879.73 140 0 0Sunday, August 24, 2008 13 3 20 0 0 0 820,150 783.33 151 0 0

Average (gpd) = 815,274 778.68 100.73 47.09Average Daily InFlow Ra 566te (gpm) =

Peak Flow @ 1,415 2.5 (gpm) =

Weekend Day Influent Averag 824,731e (gpd) =Week Days Influent A 809,869verage (gpd) =



Rain Summary

Average Dry (weekend) 778,846 Rain Guage Station: 4025Less Percent Weekend Typ Higher 128,609Calc Average Dry (weekday) 650,237 Date Rain (in)

8/14/2008 0Use Day After Storm for Wet - Weekday 1,031,260 8/15/2008 0


8/19/2008 0.018/20/2008 0.488/21/2008 1.658/22/2008 0.248/23/2008 08/24/2008 0


Dry Weekend Day Average Dec 8 and 9 620,792 102510 RD I/I Fay vs Dec 2007518,282

Dry Weekday Average Dec 10 - 14 518,282 Peak I/I Weekday - Fay 1,031,260

Weekend Day Typ 16.51% Highr than Weekday Corr dry Weekday Ave - Dec 518,282

RD I/I Flow 512,978



e













Storm Event (Day after) - Weekend 596,546

I/I Flow -31,776

Percent I/I Flow -5.06%



Pump 1 Flow Rate during T 194est (gpm):Facility: LS 4022 Pump 2 Flow Rate during T 275est (gpm):


Thursday, August 14, 2008 5 51 4 3 16 48 122,227 547.87 98 97 0Friday, August 15, 2008 4 8 40 3 28 6 105,469 456.77 105 107 0Saturday, August 16, 2008 3 52 26 3 25 32 101,614 437.97 107 107 0Sunday, August 17, 2008 3 17 10 3 18 22 92,801 395.53 92 91 0.41Monday, August 18, 2008 3 59 15 3 28 36 103,780 447.85 103 105 0.08Tuesday, August 19, 2008 3 43 23 3 2 56 93,643 406.32 95 94 0.06Wednesday, August 20, 2008 3 22 35 2 50 17 86,129 372.87 93 94 0.36Thursday, August 21, 2008 4 34 11 3 38 38 113,316 492.82 105 106 2.38Friday, August 22, 2008 6 29 35 5 21 4 163,873 710.65 126 125 0.22Saturday, August 23, 2008 5 0 50 4 18 25 129,426 559.25 121 121 0Sunday, August 24, 2008 3 34 47 3 8 40 93,551 403.45 103 103 0.02Monday, August 25, 2008 4 6 53 3 28 7 105,127 455.00 103 102 0.21Tuesday, August 26, 2008 3 53 56 3 24 58 101,749 438.90 99 99 0Wednesday, August 27, 2008 4 8 58 3 23 35 104,285 452.55 100 98 0Thursday, August 28, 2008 4 2 14 3 48 16 109,767 470.50 100 101 0

Average ( 108,gpd) = 450 469.89 103.33 103.33Average Daily InFlow Rate ( 75gpm) =

Peak Flow @ 2.5 ( 188gpm) =

Weekend Day Influent Average ( 126,221gpd) =Week Days Influent Average ( 102,451gpd) =

Note: Pump Flow based on 7-16-08 drawdown testing.Note: Weeks are to start on Sunday and go through Saturday with the Draw Down Test being on one of those days in that week.

8.611 Avg of Total Pump On-times / 24 hour period = Number of Runs per hour (3 to 6)19.579 Avg Total On-Time minutes / 24 hour period = Avg min On-time per hour (21 - 48)

2 272.27 A i O ti h / N b f R h O ti i t (7 8 i t )Avg min On-time per hour / Number of Runs per hour = On-time minutes per pump (7 -8 minutes)

Rain SummaryRain Guage Station: LS4049

Average Dry (weekend) 97,207 Date Rain (in)Less Percent Weekend Typ Higher 2,336 8/14/2008Calc Average Dry (weekday) 99,544 8/15/2008

8/16/2008Use Day After Storm for Wet - Weekday 163,873 8/17/2008

8/18/2008I/I Flow 64,329 8/19/2008Percent I/I Flow 64.62% 8/20/2008

8/21/20088/22/20088/23/20088/24/20088/25/20088/26/2008

Use Dec 2007 information to o compare t Fay event 8/27/20088/28/2008

Dry Weekend Day Average Dec 8 and 9 91,994 2210.88 RD I/I Fay vs Dec 200794,205

Dry Weekday Average Dec 10 - 14 94,205 Peak I/I Weekday - Fay 163,873

Weekend Day Typ 2.40% Lower than Weekday Corr dry Weekday Ave - Dec 94,205

RD I/I Flow 69,668


LS 4022 Influent Analysis 8-2008

e



P1 On-Tim P2 On 2-Time 4-hour Influent Total On-Time Pump1 Pump2 LS 4049Date Hours Minutes Seconds Hours Minutes Seconds (gpd) (Minutes) On-Times On-Times Rain (in)











I/I Flow 61,912





P1 On-Time P2 On-T 24ime -hour Influent Total On-Time Pump1 Pump2Date Hours Minutes Seconds Hours Minutes Seconds (gpd) (Minutes) On-Times On-Times Rain (in)

Thursday, August 14, 2008 5 5 51 5 11 57 223,888 617.80 144 144 0Friday, August 15, 2008 5 5 18 4 50 10 216,016 595.47 145 143 0Saturday, August 16, 2008 5 7 25 5 4 46 221,944 612.18 146 145 0.1Sunday, August 17, 2008 5 4 14 5 34 44 231,305 638.97 146 147 0.4Monday, August 18, 2008 5 7 4 5 1 39 220,717 608.72 148 149 0.05Tuesday, August 19, 2008 4 44 59 5 9 47 215,343 594.77 152 152 0.01Wednesday, August 20, 2008 4 31 6 5 14 35 211,854 585.68 142 142 0.48Thursday, August 21, 2008 4 21 46 5 26 14 212,473 588.00 143 142 1.65Friday, August 22, 2008 6 44 46 7 19 34 305,705 844.33 143 139 0.24Saturday, August 23, 2008 7 58 59 8 34 21 359,712 993.33 134 133 0Sunday, August 24, 2008 7 38 22 7 39 15 332,627 917.62 150 149 0


Peak Flow @ 434 2.5 (gpm) =

Weekend Day Influent Average ( 286,397gpd) =Week Days Influent A 229,428verage (gpd) =



Rain Summary


8/14/2008 0Use 2nd Day After Storm for Wet - Weeken 359,712 8/15/2008 0


8/19/2008 0.01Calculated weekday as were y s t no dr day before Augus 14 8/20/2008 0.48

8/21/2008 1.658/22/2008 0.248/23/2008 08/24/2008 0



Dry Weekday Average Dec 10 - 14 155,736 Peak I/I Weekend - Fay 359,712

weekend typ 21.83% Higher than weekday Corr dry Weekend Ave - Dec 199,214

RD I/I Flow 160,498

Percent RD I/I Flow 80.57%LS4023 Influent Analysis Storm 8-2008

e














I/I Flow -10,524




Pump 1 Flow Rate dur 374ing Test (gpm):Facility: LS 4027 Pump 2 Flow Rate dur 349ing Test (gpm):

P1 On-Time P2 On-Tim 24-houe r Influent Total On-Time Pump1 Pump2Date Hours Minutes Seconds Hours Minutes Seconds (gpd) (Minutes) On-Times On-Times Rain (in)


Average 110 (gpd) = ,538 305.95 78.09 78.00Average Daily InFlow Rate 77 (gpm) =

Peak Flow @ 2. 1925 (gpm) =

Weekend Day Influent Average ( 112,321gpd) =Week Days Influent Averag 109,519e (gpd) =

Note: Weeks are to start on Sunday and go through Saturday with the Draw Down Test being on one of those days in that week.Note: Pump flow rates from June 2007 drawdown testing


Rain Summary




8/19/2008 0.01Calculated weekday as were y s t no dr day before Augus 14 8/20/2008 0.48Calculated weekday flow seems o tic ay s t low - unrealis - Dec data m be outlier 8/21/2008 1.65

8/22/2008 0.248/23/2008 08/24/2008 0




Weekend Typ 36.38% Higher than weekday Corr dry Weekday Ave - Dec 97,190

RD I/I Flow 22,483



e








Note: Pump flow rates from June 2007 drawdown testing



Dry Weekend Day Average Dec 8 and 9 152,770Only Dec 8 and 9th this high



I/I Flow -38,382



ime P2 On-

ge Station: 4025




P1 On-T Time P3 On-Time 24-hour Influent Total On-Time Pump1 Pump2 Pump3Date Hours Minutes Seconds Hours Minutes Seconds H sour Minutes Seconds (gpd) (Minutes) On-Times On-Times On-Times Rain (in)

Thursday, August 14, 2008 0 57 32 0 59 5 1 14 25 249,949 191.03 17 17 16 0Friday, August 15, 2008 0 52 58 0 52 57 1 11 20 232,005 177.25 16 16 15 0Saturday, August 16, 2008 0 54 59 1 4 5 1 22 11 262,231 201.25 17 17 18 0.1Sunday, August 17, 2008 0 53 38 1 2 19 1 16 10 250,423 192.12 18 18 17 0.4Monday, August 18, 2008 0 50 6 0 49 21 1 20 21 235,115 179.80 17 17 18 0.05Tuesday, August 19, 2008 0 52 0 0 59 9 1 10 52 237,444 182.02 16 17 16 0.01Wednesday, August 20, 2008 0 50 11 0 53 50 1 16 49 236,075 180.83 16 16 17 0.48Thursday, August 21, 2008 0 56 47 0 55 18 1 21 58 254,023 194.05 17 16 16 1.65Friday, August 22, 2008 1 4 27 1 6 27 1 35 11 295,503 226.08 18 18 18 0.24Saturday, August 23, 2008 1 3 7 1 12 35 1 38 11 304,785 233.88 18 18 18 0Sunday, August 24, 2008 1 28 58 1 5 34 1 28 58 322,004 243.50 18 19 19 0

Average (gpd) = 261,778 200.17 17.09 17.18 17.09Average Daily 182 InFlow Rate (gpm) =

Peak 454 Flow @ 2.5 (gpm) =

Weekend Day Infl 284,861uent Average (gpd) =Week Days Infl 248,588uent Average (gpd) =

Note: Pump Flow Rates from 9-16-08 drawdown testing


Rain Gua

Average Dry (weekend) 256,327 Date Rain (in)Plus Percent Weekend Typ Lower 8,529 8/14/2008 0Calc Average Dry (weekday) 264,856 8/15/2008 0

8/16/2008 0.1Use 3rd Day After Storm for Wet - Weekend 322,004 8/17/2008 0.4


8/21/2008 1.65Calc Average Dry weekday ust y s as no s ained dr day before Aug 14 8/22/2008 0.24

8/23/2008 08/24/2008 0

Use Dec 2007 information to compare to Fay event RD I/I Fay vs Dec 2007

Dry Weekend Day Average Dec 8 and 9 210,237 6995.35 Peak I/I Weekend - Fay 322,004217,232

Dry Weekday Average Dec 10 - 14 217,232 Corr dry Weekend Ave - Dec 210,237

Weekend Typ 3.33% Lower than Weekday RD I/I Flow 111,767



Tim P2 On-T

1 f T / N R t


Pump 1 Flow 1450 Rate during Test (gpm):Facility: LS 4028 Pump 2 Flow 1200 Rate during Test (gpm):


P1 On- e ime P3 On-Time 24-hour Influent Total On-Time Pump1 Pump2 Pump3 LS 4025Date Hours Minutes Seconds Hours Minutes Seconds Hours Minutes Seconds (gpd) (Minutes) On-Times On-Times On-Times Rain (in)

Saturday, December 08, 2007 0 48 9 0 24 58 1 5 24 183,817 138.52 8 7 9 0Sunday, December 09, 2007 0 48 23 1 4 9 1 9 40 236,658 182.20 12 11 13 0Monday, December 10, 2007 0 36 41 0 41 14 1 4 30 185,553 142.42 10 12 11 0Tuesday, December 11, 2007 0 52 44 0 48 3 1 19 20 236,067 180.12 13 13 14 0Wednesday, December 12, 2007 0 52 38 0 49 38 1 10 23 226,321 172.65 14 14 13 0Thursday, December 13, 2007 0 49 30 0 46 6 1 17 21 226,490 172.95 13 12 13 0Friday, December 14, 2007 0 41 42 0 47 22 1 13 29 211,731 162.55 12 12 13 0Saturday, December 15, 2007 0 52 0 0 49 21 1 12 35 227,890 173.93 14 14 13 1.09Sunday, December 16, 2007 0 59 0 0 58 38 1 32 21 274,580 209.98 15 15 15 0Monday, December 17, 2007 0 6 34 0 6 12 0 10 46 30,797 23.53 2 2 2 0Tuesday, December 18, 2007 0 0.00 0

Average (gpd) = 185,446 141.71 11.30 11.20 11.60Average Daily 129 InFlow Rate (gpm) =



Note: Pump Flow Rates from 9-16-08 drawdown testing

Note: Weeks are to start on Sunday and go through Saturday with the Draw Down Test being on one of those days in that week.

1 421.421 Avg of Total Pump On times / 24 hour period = Number of Runs per hour (3 to 6)Avg o otal Pump On-times 24 hour period = umber of uns per hour (3 o 6)5.905 Avg Total On-Time minutes / 24 hour period = Avg min On-time per hour (21 - 48)4.16 Avg min On-time per hour / Number of Runs per hour = On-time minutes per pump (7 -8 minutes)





I/I Flow 37,922


3 Pump - LS4028 Influent Analysis Master Storm 12-2007

LS4035 Pumps operate on VFDs - JWSC (Ray Tarker) developed correlation between RPM and FlowWWTP#4 SeaPack Less SeaPack

Date GPD Rain (in) Max. Min. Avg. GPD GPDFriday, March 20, 2009 742,213 0 904 166 508 101,078 641,135

Saturday, March 21, 2009 450,175 0 818 8 326 24,566 425,609Sunday, March 22, 2009 430,677 0 1,040 1 299 120,664 310,013Monday, March 23, 2009 852,023 0 905 240 593 121,571 730,452Tuesday, March 24, 2009 484,424 0.01 797 68 355 103,934 380,490

Wednesday, March 25, 2009 570,566 0 1,040 50 368 101,627 468,939Thursday, March 26, 2009 788,431 0 772 127 546 98,262 690,169

Friday, March 27, 2009 539,872 0.03 799 15 390 131,835 408,037Saturday, March 28, 2009 592,873 0.18 1,042 52 408 1,269 591,604Sunday, March 29, 2009 862,960 0.67 1,007 265 599 159,436 703,524Monday, March 30, 2009 616,871 0.25 882 47 437 93,293 523,578Tuesday, March 31, 2009 711,861 0.16 1,042 4 494 167,612 544,249

Wednesday, April 01, 2009 1,105,174 2.18 1,042 4 762 144,377 960,797Thursday, April 02, 2009 1,038,180 2.54 1,039 162 722 76,372 961,808

Friday, April 03, 2009 1,382,351 0.26 1,038 619 906 142,380 1,239,971Saturday, April 04, 2009 1,206,221 0 1,032 632 823 32,116 1,174,105Sunday, April 05, 2009 943,607 0.78 902 61 656 129,239 814,368Monday, April 06, 2009 1,144,258 0 1,036 551 804 131,949 1,012,309Tuesday, April 07, 2009 1,106,008 0 1,032 410 770 156,817 949,191

Wednesday, April 08, 2009 936,550 0 938 184 653 104,874 831,676Thursday, April 09, 2009 1,107,334 0 1,038 187 769 87,742 1,019,592

Friday, April 10, 2009 1,146,040 0 1,038 187 786 143,613 1,002,427Saturday, April 11, 2009 942,982 0 934 181 658 115 942,867Sunday, April 12, 2009 952,584 0 1,040 207 655 117,492 835,092

ADWF (GPD): 516,272 w/o SeaPackAWWF (GPD): 1,016,078 w/o SeaPack% I/I Increase: 96.8%

Dec 2007 and August 2008 data not available

Dry Friday March 20, 2009 w/o SeaPak 641,135

Storm Event (Day After) - Friday April 3, 2009 w/o SeaPak 1,239,971

RD I/I Flow 598,836



Flow (gpm)

RDII Analysis

Sunday, March 01, 2009 1.48 Monday, March 30, 2009 0.25Monday, March 02, 2009 0.35 Tuesday, March 31, 2009 0.16Tuesday, March 03, 2009 0 Wednesday, April 01, 2009 2.18

Wednesday, March 04, 2009 0.01 Thursday, April 02, 2009 2.54Thursday, March 05, 2009 0 Friday, April 03, 2009 0.26

Friday, March 06, 2009 0 Saturday, April 04, 2009 0Saturday, March 07, 2009 0 Sunday, April 05, 2009 0.78Sunday, March 08, 2009 0 Monday, April 06, 2009 0Monday, March 09, 2009 0 Tuesday, April 07, 2009 0Tuesday, March 10, 2009 0 Wednesday, April 08, 2009 0

Wednesday, March 11, 2009 0 Thursday, April 09, 2009 0Thursday, March 12, 2009 0 Friday, April 10, 2009 0

Friday, March 13, 2009 0 Saturday, April 11, 2009 0Saturday, March 14, 2009 0 Sunday, April 12, 2009 0Sunday, March 15, 2009 0 Monday, April 13, 2009 2.07Monday, March 16, 2009 0.29 Tuesday, April 14, 2009 0.05Tuesday, March 17, 2009 0 Wednesday, April 15, 2009 0

Wednesday, March 18, 2009 0 Thursday, April 16, 2009 0.01Thursday, March 19, 2009 0 Friday, April 17, 2009 0

Friday, March 20, 2009 0 Saturday, April 18, 2009 0Saturday, March 21, 2009 0 Sunday, April 19, 2009 0Sunday, March 22, 2009 0 Monday, April 20, 2009 0.07Monday, March 23, 2009 0 Tuesday, April 21, 2009 0.06Tuesday, March 24, 2009 0.01 Wednesday, April 22, 2009 0.04

Wednesday, March 25, 2009 0 Thursday, April 23, 2009 0Thursday, March 26, 2009 0 Friday, April 24, 2009 0

Friday, March 27, 2009 0.03 Saturday, April 25, 2009 0Saturday, March 28, 2009 0.18 Sunday, April 26, 2009 0Sunday, March 29, 2009 0.67 Monday, April 27, 2009 0

Tuesday, April 28, 2009 0Wednesday, April 29, 2009 0

Thursday, April 30, 2009 0

WTP4 Rain Gauge SiteWTP4 Rain Gauge Site


LS4036 Pumps operate on VFDs - JWSC (Ray Tarker) developed correlation between RPM and FlowAverage SeaPack Less SeaPack

Date GPD Rain (in) Max. Min. Avg. GPD GPDFriday, March 20, 2009 865,092 0 3,118 632 704 101,078 764,014

Saturday, March 21, 2009 800,706 0 3,118 626 706 24,566 776,140Sunday, March 22, 2009 590,487 0 3,118 3,118 3,118 120,664 469,823Monday, March 23, 2009 942,932 0 3,118 632 710 121,571 821,361Tuesday, March 24, 2009 825,768 0 3,118 613 702 103,934 721,834

Wednesday, March 25, 2009 732,481 0 3,118 3,118 3,118 101,627 630,854Thursday, March 26, 2009 860,604 0 3,118 3,118 3,118 98,262 762,342

Friday, March 27, 2009 533,958 0.06 3,118 613 1,166 131,835 402,123Saturday, March 28, 2009 736,097 0.56 3,118 3,118 3,118 1,269 734,828Sunday, March 29, 2009 921,627 2.63 3,118 3,118 3,118 159,436 762,191Monday, March 30, 2009 547,926 0 3,118 3,118 3,118 93,293 454,633Tuesday, March 31, 2009 821,811 1.03 3,118 3,118 3,118 167,612 654,199

Wednesday, April 01, 2009 832,299 1.98 144,377 687,922Thursday, April 02, 2009 717,067 3.01 76,372 640,695

Friday, April 03, 2009 966,242 0.18 142,380 823,862Saturday, April 04, 2009 987,819 0 3,118 670 948 32,116 955,703Sunday, April 05, 2009 502,119 0.68 129,239 372,880Monday, April 06, 2009 810,537 0.01 3,118 31 203 131,949 678,588Tuesday, April 07, 2009 921,835 0 3,118 632 946 156,817 765,018

Wednesday, April 08, 2009 498,416 0 104,874 393,542Thursday, April 09, 2009 702,717 0 87,742 614,975

Friday, April 10, 2009 963,140 0 3,118 701 922 143,613 819,527Saturday, April 11, 2009 573,546 0 750 38 260 115 573,431Sunday, April 12, 2009 592,865 0 3,118 9 182 117,492Monday, April 13, 2009 1.75

Note: Dates with GPD in RED were adjusted due to negative ADWF (GPD): 658,334flows @ RPM below Log Curve. AWWF (GPD): 622,812

% I/I Increase: -5.4%


RDII Analysis

Flow (gpm)

Friday, March 20, 2009 0 Dec 2007 and August 2008 data not availableSaturday, March 21, 2009 0Sunday, March 22, 2009 0 Dry Friday March 20, 2009 w/o SeaPak 764,014

Monday, March 23, 2009 0Tuesday, March 24, 2009 0 Storm Event (Day After) - Friday April 3, 2009 w/o SeaPak 823,862

Wednesday, March 25, 2009 0Thursday, March 26, 2009 0 RD I/I Flow 59,848

Friday, March 27, 2009 0.06Saturday, March 28, 2009 0.56 Percent RD I/I Flow 7.83%Sunday, March 29, 2009 2.63Monday, March 30, 2009 0Tuesday, March 31, 2009 1.03


Friday, April 03, 2009 0.18Saturday, April 04, 2009 0Sunday, April 05, 2009 0.68Monday, April 06, 2009 0.01Tuesday, April 07, 2009 0

Wednesday, April 08, 2009 0Thursday, April 09, 2009 0

Friday, April 10, 2009 0Saturday, April 11, 2009 0Sunday, April 12, 2009 0Monday, April 13, 2009 1.75

WaterLab Rain Gauge Site


ime P2

uage Station: 4051


Pump 1 Flow Rate during 500 Pump 1 drawdown could be incorrect Test (gpm):Facility: LS 4039 Pump 2 Flow Rate during 1150 Assumed Pump 3 same as Pump 2 Test (gpm):


P1 On-T On-Time P3 On-Time 24-hour Influent Total On-Time Pump1 Pump2 Pump3Date Hours Minut Seces onds Hours Minutes Seconds Hours Minutes Seconds (gpd) (Minutes) On-Times On-Times On-Times Rain (in)

Friday, August 15, 2008 0 0 0 0 0 0 5 25 29 374,306 325.48 0 0 153 0Saturday, August 16, 2008 0 0 0 0 0 0 5 31 9 380,823 331.15 0 0 155 0Sunday, August 17, 2008 0 0 0 0 0 0 5 40 26 391,498 340.43 0 0 160 0.35Monday, August 18, 2008 0 0 0 0 0 0 6 1 45 416,013 361.75 0 0 165 0Tuesday, August 19, 2008 0 0 0 0 0 0 5 24 38 373,328 324.63 0 0 159 0.06Wednesday, August 20, 2008 0 0 0 1 53 53 5 2 56 479,339 416.82 0 27 102 0.62Thursday, August 21, 2008 0 0 0 4 30 31 4 46 55 641,048 557.43 0 63 63 1.69Friday, August 22, 2008 0 0 0 5 56 34 5 54 42 817,957 711.27 0 72 71 0.32Saturday, August 23, 2008 0 0 0 5 45 33 4 12 47 688,083 598.33 0 73 73 0Sunday, August 24, 2008 0 0 0 1 56 50 5 50 15 537,146 467.08 0 29 124 0

0 0.00Average (gpd) = 463,595 403.13 0.00 26.40 122.50

Average Daily 322 InFlow Rate (gpm) =P 805eak Flow @ 2.5 (gpm) =

Weekend Day Influent 499,388 Average (gpd) =Week Days Infl 516,998uent Average (gpd) =

Note: Pump flow rates from 7-15-08 drawdown testing

6.204 Avg of Total Pump On-times / 24 hour period = Number of Runs per hour (3 to 6)16.797 Avg Total On-Time minutes / 24 hour period = Avg min On-time per hour (21 - 48) Rain Summary2.71 Avg min On-time per hour / Number of Runs per hour = On-time minutes per pump (7 -8 minutes)g p p p p p ( )

Rain G

Flow Pump ime Run T Date Rain (in)Average Dry (weekend) 386,160 336 8/15/2008 0Plus Percent Weekend Typ Lower 43,588 38 8/16/2008 0Average Dry (weekday) 429,749 374 8/17/2008 0.35

8/18/2008 0Use Day After Storm for Wet - Weekday 817,957 711 8/19/2008 0.06

8/20/2008 0.62I/I Flow 388,208 338 8/21/2008 1.69Percent I/I Flow 90.33% 90.33% 8/22/2008 0.32

8/23/2008 0No sustained dry weather before Aug 15th 8/24/2008 0


Use Dec 2007 information to compare to Fay event Peak I/I Weekday - Fay 817,957

Dry Weekend Day Average Dec 8 and 9 299,558 33813.08 Corr dry Weekday Ave - Dec 333,371333,371


Weekend Day Typ 11.29% Lower than Weekday Percent RD I/I Flow 145.36%


500 Pump 1 drawdown could be incorrectFacility: 1150

24-hour Influent Total On-Time Pump1 Pump2 Pump3 FLETC - LS4051 data not go back to Dec 07Date Hours Minutes Seconds Hours Minutes Seconds Hours Minutes Seconds (gpd) (Minutes) On-Times On-Times On-Times Rain (in)

Saturday, December 08, 2007 3 35 2 3 15 47 0 0 0 332,668 410.82 36 37 0 0Sunday, December 09, 2007 2 29 20 2 46 46 0 0 0 266,448 316.10 29 30 0 0Monday, December 10, 2007 3 14 36 4 26 8 0 0 0 403,353 460.73 33 37 0 0Tuesday, December 11, 2007 3 24 57 3 8 37 0 0 0 319,384 393.57 41 42 0 0Wednesday, December 12, 2007 3 37 53 3 6 36 0 0 0 323,532 404.48 40 40 0 0Thursday, December 13, 2007 3 3 38 3 18 10 0 0 0 319,708 381.80 42 42 0 0Friday, December 14, 2007 2 52 0 3 6 51 0 0 0 300,878 358.85 40 40 0 0Saturday, December 15, 2007 2 55 54 3 4 49 0 0 0 300,489 360.72 39 40 0 1.17Sunday, December 16, 2007 4 2 11 3 54 16 0 0 0 390,498 476.45 48 47 0 0.01Monday, December 17, 2007 3 7 54 3 13 14 0 0 0 316,168 381.13 43 43 0 0Tuesday, December 18, 2007 3 0 23 3 5 4 0 0 0 303,018 365.45 42 41 0 0

325,104 391.83 39.36 39.91 0.00226564

322,526326,577

Note: Weeks are to start on Sunday and go through Saturday with the Draw Down Test being on one of those days in that week.Note: Pump flow rates from 7-15-08 drawdown testing


P1 On-Time P2 On-Time P3 On-Time


Pump 1 Flow Rate during Test (gpm):Pump 2 Flow Rate during Test (gpm):Pump 3 Flow Rate during Test (gpm):

LS4039


Average (gpd) =






I/I Flow 124,050


3 Pump - LS4039 Influent Analysis Master Storm12-2007



P1 On-Time P2 On-Tim 24-houe r Influent Total On-Time Pump1 Pump2 4049Date Hours Minutes Seconds Hours Minutes Seconds (gpd) (Minutes) On-Times On-Times Rain (in)

Thursday, August 14, 2008 2 25 50 2 54 33 112,558 320.38 72 72 0Friday, August 15, 2008 2 11 49 3 1 47 110,864 313.60 66 67 0Saturday, August 16, 2008 2 23 18 2 50 7 110,070 313.42 71 71 0Sunday, August 17, 2008 2 24 28 3 1 35 114,798 326.05 72 71 0.41Monday, August 18, 2008 2 22 25 2 57 20 112,533 319.75 70 71 0.08Tuesday, August 19, 2008 2 16 44 3 1 4 112,150 317.80 66 66 0.06Wednesday, August 20, 2008 2 7 14 2 35 52 99,562 283.10 67 67 0.36Thursday, August 21, 2008 2 30 6 3 0 41 116,241 330.78 68 69 2.38Friday, August 22, 2008 2 46 52 3 0 33 121,506 347.42 81 79 0.22Saturday, August 23, 2008 2 43 7 3 0 47 120,406 343.90 80 80 0Sunday, August 24, 2008 2 41 26 2 52 14 116,623 333.67 77 78 0.02

Average 11 (gpd) = 3,392 322.72 71.82 71.91Average Daily InFlow Rate 79 (gpm) =


Weekend Day Influent Averag 115,292e (gpd) =Week Days Influent Averag 112,306e (gpd) =

Note: Weeks are to start on Sunday and go through Saturday with the Draw Down Test being on one of those days in that week.Note: Pump Flow based on 7-16-08 drawdown testing.


Rain Summary



8/16/2008 0I/I Flow 21,127 8/17/2008 0.41Percent I/I Flow 21.05% 8/18/2008 0.08

8/19/2008 0.06Calculated weekday as were y s t no dr day before Augus 14 8/20/2008 0.36

8/21/2008 2.388/22/2008 0.228/23/2008 08/24/2008 0.02




Weekend Typ 10.72% Higher than weekday Corr dry Weekday Ave - Dec 90,830

RD I/I Flow 30,676



e














I/I Flow -13,908





P1 On-Time P2 On-T 24-ime hour Influent Total On-Time Pump1 Pump2 LS4025Date Hours Minutes Seconds Hours Minutes Seconds (gpd) (Minutes) On-Times On-Times Rain (in)


Average (gpd) = 245,576 375.44 49.91 50.09Average Daily InFlow R 171ate (gpm) =


Weekend Day Influent Averag 240,113e (gpd) =Week Days Influent A 248,698verage (gpd) =

Note: Pump Rated based on February 2007 drawdown testingNote: Weeks are to start on Sunday and go through Saturday with the Draw Down Test being on one of those days in that week.


Rain Summary

Average Dry (weekend) 236,109 Rain Guage Station: LS4025Plus Percent Weekend Typ Lower 21,414Calc Average Dry (weekday) 257,524 Date Rain (in)

8/14/2008 0Use 2nd Day After Storm for Wet - Weekend 371,056 8/15/2008 0


8/19/2008 0.01Calculated weekday as were no dry s t day before Augus 14 8/20/2008 0.48

8/21/2008 1.658/22/2008 0.248/23/2008 08/24/2008 0



Dry Weekday Average Dec 10 - 14 203,619 Peak I/I Weekend Day- Fay 371,056

Weekend Typ 9.07% Lower than weekday Corr dry Weekend day Ave - Dec 186,687

RD I/I Flow 184,369



e








Note: Pump Rated based on February 2007 drawdown testing


Rainfall LS402512/8/2007 012/9/2007 012/10/2007 012/11/2007 012/12/2007 0

Use Dec 2007 inform oation to c mpare to Fay event 12/13/2007 012/14/2007 0

Dry Weekend Day Average Dec 8 and 9 186,687 12/15/2007 1.0912/16/2007 0



I/I Flow 25,370


Used Dry Weekend Average instead of December 8, 2007 because data looks like an outlier


e P2


Pump 1 Fl 1767ow Rate during Test (gpm):Facility: LS 4048 Pump 2 Fl 1325ow Rate during Test (gpm):

Pump 3 Fl 1325ow Rate during Test (gpm):

P1 On-Tim On-Time P3 On-Time 24-hour Influent Total On-Time Pump1 Pump2 Pump3 LS4025Date Hours Minutes Seconds Hours Minutes Seconds Hours Minutes Seconds (gpd) (Minutes) On-Times On-Times On-Times Rain (in)

Thursday, August 14, 2008 5 22 33 4 20 34 5 17 42 1,336,149 900.82 20 19 19 0Friday, August 15, 2008 4 31 13 4 37 7 4 59 57 1,243,853 848.28 20 19 20 0Saturday, August 16, 2008 4 22 33 4 11 40 4 30 16 1,155,488 784.48 20 20 21 0.1Sunday, August 17, 2008 3 55 53 4 27 45 4 30 19 1,129,744 773.95 20 21 21 0.4Monday, August 18, 2008 5 16 2 4 32 55 4 43 51 1,296,147 872.80 20 20 20 0.05Tuesday, August 19, 2008 4 22 19 5 5 1 4 17 56 1,209,422 825.27 21 22 21 0.01Wednesday, August 20, 2008 5 3 26 5 28 36 3 53 46 1,281,303 865.80 19 20 20 0.48Thursday, August 21, 2008 5 27 27 4 44 47 4 58 7 1,350,947 910.35 17 18 18 1.65Friday, August 22, 2008 6 6 30 7 50 9 11 13 30 2,162,942 1510.15 11 9 10 0.24Saturday, August 23, 2008 3 26 21 9 32 8 9 57 23 1,914,230 1375.87 12 12 13 0Sunday, August 24, 2008 4 51 43 7 27 59 5 15 23 1,526,924 1055.08 16 16 16 0

Average (gpd) = 1,418,832 974.80 17.82 17.82 18.09Average Daily 985 InFlow Rate (gpm) =

Pea 2,463k Flow @ 2.5 (gpm) =

Weekend Day Infl 1,431,596uent Average (gpd) =Week Days Infl 1,411,537uent Average (gpd) =

Note: Pump flow rate based on July 15, 2008 drawdown

2.239 Avg of Total Pump On-times / 24 hour period = Number of Runs per hour (3 to 6) Rain Summary40.617 Avg Total On-Time minutes / 24 hour period = Avg min On-time per hour (21 - 48)18.14 Avg min On-time per hour / Number of Runs per hour = On-time minutes per pump (7 -8 minutes) Rain Guage Station: LS4025

8/14/2008 08/15/2008 08/15/2008 0

Average Dry (weekend) 1,142,616 8/16/2008 0.1Less Percent Weekend Typ Higher 174,816 RD /I s e I Fay v D c 2007 8/17/2008 0.4Calc Average Dry (weekday) 967,800 8/18/2008 0.05

Peak I/I Weekday - Fay 2,162,942 8/19/2008 0.01Use Day After Storm for Wet - Weekday 2,162,942 8/20/2008 0.48

Corr dry Weekday Ave - Dec 1,047,046 8/21/2008 1.65I/I Flow 1,195,142 8/22/2008 0.24Percent I/I Flow 123.49% RD I/I Flow 1,115,896 8/23/2008 0

8/24/2008 0Calculated weekday as were no dry days before August 14 Percent RD I/I Flow 106.58%


Dry Weekend Day Average Dec 8 and 9 1,236,177 189130.61,047,046

Dry Weekday Average Dec 10 - 14 1,047,046

Weekend Day Typ 15.30% Higher than Weekday


ime P2 On-




P1 On-T Time P3 On-Time 24-hour Influent Total On-Time Pump1 Pump2 Pump3 LS 4025Date Hours Minutes Seconds Hours Minutes Seconds H sour Minutes Seconds (gpd) (Minutes) On-Times On-Times On-Times Rain (in)

Saturday, December 08, 2007 1 25 51 15 46 15 1 34 39 1,530,889 1126.75 34 33 37 0Sunday, December 09, 2007 3 17 55 4 18 48 3 7 48 941,464 644.52 50 45 44 0Monday, December 10, 2007 4 1 22 4 55 40 2 51 45 1,045,822 708.78 51 51 47 0Tuesday, December 11, 2007 3 35 33 3 37 52 4 5 35 994,948 679.00 58 53 59 0Wednesday, December 12, 2007 3 39 36 3 44 12 3 57 23 999,631 681.18 69 70 70 0Thursday, December 13, 2007 3 52 38 4 6 1 4 15 30 1,075,573 734.15 94 89 95 0Friday, December 14, 2007 3 59 44 4 1 21 4 43 40 1,119,256 764.75 116 113 117 0Saturday, December 15, 2007 3 38 21 3 42 32 3 39 13 971,143 660.10 65 66 65 1.09Sunday, December 16, 2007 4 53 48 4 39 21 4 46 39 1,269,095 859.80 100 99 97 0Monday, December 17, 2007 4 17 5 4 35 1 4 19 15 1,162,170 791.35 96 100 98 0Tuesday, December 18, 2007 3 58 22 3 28 4 4 2 33 1,018,261 688.98 71 72 69 0

1,102,568 758.12 73.09 71.91 72.55Average Da 766ily InFlow Rate (gpm) =

Peak 1,914 Flow @ 2.5 (gpm) =

Weekend Day Influent 1,178,148 Average (gpd) =Week Days Infl 1,059,380uent Average (gpd) =

Note: Pump flow rate based on July 15, 2008 drawdownNote: Weeks are to start on Sunday and go through Saturday with the Draw Down Test being on one of those days in that week.



Dry Weekend Day Average Dec 8 and 9 1,236,177

Dry Weekday Average Dec 10 - 14 1,047,046

Storm Event (Day after) - Weekend 1,269,095

I/I Flow 327,631





P1 On-Time P2 On-Tim 24-houe r Influent Total On-Time Pump1 Pump2Date Hours Minutes Seconds Hours Minutes Seconds (gpd) (Minutes) On-Times On-Times Rain (in)


Averag 11e (gpd) = 6,363 408.77 19.55 37.09Average Daily InFlow Rate 81 (gpm) =


Weekend Day Influent Averag 121,260e (gpd) =Week Days Influent Averag 113,565e (gpd) =

Note: Weeks are to start on Sunday and go through Saturday with the Draw Down Test being on one of those days in that week.Note: Pump flow rates based on February 2007 drawdown


Rain Summary

Average Dry (weekend) 125,224 Rain Guage Station: 4025Plus Percent Weekend Typ Lower 14,211Calc Average Dry (weekday) 139,435 Date Rain (in)


8/16/2008 0.1I/I Flow -16,855 8/17/2008 0.4Percent I/I Flow -12.09% 8/18/2008 0.05

8/19/2008 0.01Calculated weekday as were y s t no dr day before Augus 14 8/20/2008 0.48Saturated conditions - flows t y high during whole period - no ac ual dr period 8/21/2008 1.65Calculated weekday does not ake h ase m sense in t is c 8/22/2008 0.24

8/23/2008 08/24/2008 0




Weekend Typ 11.35% Lower than weekday Corr dry Weekday Ave - Dec 81,023

RD I/I Flow 41,557



e








Note: Pump flow rates based on February 2007 drawdown






I/I Flow 3,020


LS56Influent Analysis 12-2007


Pump 1 Flow Rate duri 413ng Test (gpm):Facility: LS 4105 Pump 2 Flow Rate duri 440ng Test (gpm):

P1 On-Time P2 On-Ti 24-home ur Influent Total On-Time Pump1 Pump2Date Hours Minutes Seconds Hours Minutes Seconds (gpd) (Minutes) On-Times On-Times Rain (in)

Friday, August 15, 2008 4 36 0 3 30 58 206,813 486.97 62 62 0Saturday, August 16, 2008 4 46 59 3 9 0 201,684 475.98 61 60 0Sunday, August 17, 2008 4 58 59 3 18 0 210,600 496.98 55 55 0.45Monday, August 18, 2008 4 54 0 3 15 0 207,222 489.00 56 56 0.03Tuesday, August 19, 2008 4 49 59 3 10 59 203,796 480.97 55 56 0.03Wednesday, August 20, 2008 5 3 0 3 0 58 204,764 483.97 53 53 0.42Thursday, August 21, 2008 4 27 58 3 31 59 203,943 479.95 56 56 1.69Friday, August 22, 2008 0 0.00 0.19 SCADA OFFLineSaturday, August 23, 2008 0 0.00 0Sunday, August 24, 2008 0 0.00 0

0 0.00Averag 14e (gpd) = 3,882 339.38 56.86 56.86

Average Daily InFlow Rate (gpm) = 100 *Averages are from Aug Fri 15 to Sun Aug 24 (LCS)Peak Flow @ 2. 2505 (gpm) =

Weekend Day Influent Average 103,071 (gpd) =Week Days Influent Averag 171,090e (gpd) =

Note: Pump rate based on July 22, 2008 drawdown testing


2.98 Avg min On-time per hour / Number of Runs per hour = On-time minutes per pump (7 -8 minutes)

Rain Summary

Average Dry (weekend) 206,142 Rain Gauge Station: WaterLabPlus Percent Weekend Typ Lower 2,280Calc Average Dry (weekday) 208,422 Date Rain (in)

8/15/2008 0Use Day of Storm for Wet - Weekday 203,943 8/16/2008 0

8/17/2008 0.45I/I Flow -4,479 8/18/2008 0.03Percent I/I Flow -2.15% 8/19/2008 0.03

8/20/2008 0.42Calculated weekday as were y s t no dr day before Augus 15 8/21/2008 1.69Inconclusive as major I/I occurr ains e t med 2nd and 3rd day after r on Dec mber s or 8/22/2008 0.19

8/23/2008 08/24/2008 0.03

Use Dec 2007 information to compare to Fay eventRD I/I Fay vs Dec 2007

Dry Weekend Day Average Dec 8 and 9 228,924 2531.42231,455 Peak I/I Weekday - Fay 203,943

Dry Weekday Average Dec 10 - 14 231,455Corr dry Weekday Ave - Dec 231,455

Weekend Day Typ 1.11% Lower than WeekdayRD I/I Flow -27,512

Percent RD I/I Flow -11.89%


e



P1 On-Tim P2 On-Time 24-hour Influent Total On-Time Pump1 Pump2 WaterlabDate Hours Minutes Seconds Hours Minutes Seconds (gpd) (Minutes) On-Times On-Times Rain (in)

Saturday, December 08, 2007 6 16 59 2 49 59 230,487 546.97 0Sunday, December 09, 2007 5 12 58 3 42 58 227,361 535.93 0Monday, December 10, 2007 5 21 0 4 9 0 242,133 570.00 0Tuesday, December 11, 2007 5 9 0 3 51 58 229,682 540.97 0Wednesday, December 12, 2007 4 57 58 3 48 58 223,806 526.93 0Thursday, December 13, 2007 5 21 58 3 49 59 234,165 551.95 0.01Friday, December 14, 2007 5 9 0 3 46 59 227,490 535.98 0Saturday, December 15, 2007 5 42 0 3 48 0 241,566 570.00 1.22Sunday, December 16, 2007 6 39 58 4 6 58 273,852 646.93 0.01Monday, December 17, 2007 7 54 58 4 40 59 319,794 755.95 0Tuesday, December 18, 2007 8 33 58 4 10 59 322,701 764.95 0

Average (gpd) = 252,094 595.14 #DIV/0! #DIV/0!Av 175erage Daily InFlow Rate (gpm) =



Note: Pump rate based on July 22, 2008 drawdown testingNote: Weeks are to start on Sunday and go through Saturday with the Draw Down Test being on one of those days in that week.

#DIV/0!#DIV/0! A f T t l P O ti / 24 h i d N b f R h (3 t 6)Avg of Total Pump On-times / 24 hour period = Number of Runs per hour (3 to 6)24.798 Avg Total On-Time minutes / 24 hour period = Avg min On-time per hour (21 - 48)#DIV/0! Avg min On-time per hour / Number of Runs per hour = On-time minutes per pump (7 -8 minutes)




Storm Event (2nd Day after) - Weekday 319,794

I/I Flow 77,661




Pump 1 Flow Rate duri 207ng Test (gpm):Facility: LS4107 Pump 2 Flow Rate duri 190ng Test (gpm):

P1 On-Time P2 On-Tim 24-houre Influent Total On-Time Pump1 Pump2Date Hours Minutes Seconds Hours Minutes oSec nds (gpd) (Minutes) On-Times On-Times Rain (in)

Friday, August 15, 2008 5 40 59 4 12 58 118,647 593.95 13 13 0Saturday, August 16, 2008 5 30 0 3 45 58 111,244 555.97 12 12 0Sunday, August 17, 2008 5 21 58 4 15 0 115,097 576.97 11 12 0.45Monday, August 18, 2008 5 51 0 3 45 0 115,407 576.00 13 12 0.03Tuesday, August 19, 2008 5 24 58 3 52 59 111,535 557.95 16 12 0.03Wednesday, August 20, 2008 5 4 59 4 4 59 109,678 549.97 10 11 0.42Thursday, August 21, 2008 4 36 0 5 9 0 115,842 585.00 10 9 1.69Friday, August 22, 2008 5 42 0 6 9 0 140,904 711.00 10 12 0.19Saturday, August 23, 2008 8 9 0 9 0 58 204,007 1029.97 16 22 0Sunday, August 24, 2008 6 6 0 7 58 59 166,769 844.98 10 10 0.03

0 0.00Average 130 (gpd) = ,913 658 12.10 12.50

Average Daily InFlow Rate 9 (gpm) = 1 *Averages are from Fri Aug 15 to Sat Aug 23 (LCS)Peak Flow @ 2.5 227 (gpm) =

Weekend Day Influent Average 149,279 (gpd) =Week Days Influent Average 118,669 (gpd) =

Note: Pump rate based on July 22, 2008 drawdown testing


Rain Summary

Average Dry (weekend) 113,170 Rain Guage Station: WaterLabPlus Percent Weekend Typ Lower 6,390Calc Average Dry (weekday) 119,560 Date Rain (in)



8/20/2008 0.42Calculated weekday as were no dry s day before August 15 8/21/2008 1.69

8/22/2008 0.198/23/2008 08/24/2008 0.03

Use Dec 2007 information to compare to Fay eventRD I/I Fay vs Dec 2007

Dry Weekend Day Average Dec 8 and 9 106,537 6015.33112,552 Peak I/I Weekend - Fay 204,007

Dry Weekday Average Dec 10 - 14 112,552Corr dry Weekend Day Ave - Dec 106,537

Weekend Day Typ 5.65% Lower than WeekdayRD I/I Flow 97,470



e



P1 On-Tim P2 2 On-Time 4-hour Influent Total On-Time Pump1 Pump2 WaterlabDate Hours Minutes Seconds Hours Minutes Seconds (gpd) (Minutes) On-Times On-Times Rain (in)

Saturday, December 08, 2007 4 43 59 4 6 0 105,525 529.98 0Sunday, December 09, 2007 4 28 59 4 33 0 107,550 541.98 0Monday, December 10, 2007 5 0 0 5 1 59 119,477 601.98 0Tuesday, December 11, 2007 5 3 58 3 51 58 106,995 535.93 0Wednesday, December 12, 2007 4 31 59 4 49 59 111,397 561.97 0Thursday, December 13, 2007 4 57 58 4 25 59 112,216 563.95 0.01Friday, December 14, 2007 4 51 0 4 36 0 112,677 567.00 0Saturday, December 15, 2007 4 42 58 4 15 0 107,024 537.97 1.22Sunday, December 16, 2007 5 12 58 4 19 59 114,181 572.95 0.01Monday, December 17, 2007 5 24 0 4 36 58 119,692 600.97 0Tuesday, December 18, 2007 5 3 0 4 0 0 108,321 543.00 0

Average (gpd) = 111,369 559.79Average Daily InFlow 77 Rate (gpm) =




0 0000.000 A f T t l P O ti / 24 h i d N b f R h (3 t 6)Avg of Total Pump On-times / 24 hour period = Number of Runs per hour (3 to 6)23.325 Avg Total On-Time minutes / 24 hour period = Avg min On-time per hour (21 - 48)#DIV/0! Avg min On-time per hour / Number of Runs per hour = On-time minutes per pump (7 -8 minutes)





I/I Flow 6,631




Pump 1 Flow Rate during Te 254st (gpm):Facility: LS4109 Pump 2 Flow Rate during Te 196st (gpm):


Friday, August 15, 2008 3 33 0 3 4 59 90,359 397.98 34 34 0Saturday, August 16, 2008 3 6 0 2 54 0 81,348 360.00 31 32 0.02Sunday, August 17, 2008 3 19 59 2 57 58 85,677 377.95 33 32 0.46Monday, August 18, 2008 3 4 59 2 57 0 81,678 361.98 31 31 0.02Tuesday, August 19, 2008 3 33 58 3 10 59 91,780 404.95 36 36 0.04Wednesday, August 20, 2008 3 27 0 3 6 58 89,223 393.97 34 34 0.48Thursday, August 21, 2008 3 25 59 3 6 58 88,965 392.95 35 35 1.82Friday, August 22, 2008 3 30 0 3 7 59 90,185 397.98 34 34 0.5Saturday, August 23, 2008 3 57 0 3 36 0 102,534 453.00 36 37 0Sunday, August 24, 2008 3 57 58 3 37 59 103,168 455.95 36 37 0

0 0.00Average ( 90,gpd) = 492 400 34.00 34.20

Average Daily InFlow Rate ( 63gpm) = * Averages are from Fri Aug 15 to Sat Aug 23 (LCS)Peak Flow @ 2.5 (g 157pm) =

Weekend Day Influent Average ( 93,182gpd) =Week Days Influent Average ( 88,698gpd) =



Rain Summary

Average Dry (weekend) 83,513 Rain Guage Station: FLETC#8Less Percent Weekend Typ Higher 4,608Calc Average Dry (weekday) 78,905 Date Rain (in)



8/19/2008 0.04Calculated weekday as were no dry s t day before Augus 15 8/20/2008 0.48Flows in August significantly less t em om ughan Dec ber - doesn't allow c pare Dec and A 8/21/2008 1.82

8/22/2008 0.58/23/2008 08/24/2008 0




Weekend Day Typ 5.52% Higher than Weekday Corr dry Weekend Ave - Dec 130,291

RD I/I Flow -27,757

Percent RD I/I Flow -21.30%


e



P1 On-Tim P2 On-Time 24-hour Influent Total On-Time Pump1 Pump2 FLETC#8Date Hours Minutes Seconds Hours Minutes Seconds (gpd) (Minutes) On-Times On-Times Rain (in)

Saturday, December 08, 2007 5 46 59 4 3 58 135,951 590.95 0Sunday, December 09, 2007 5 40 59 3 13 59 124,631 534.97 0Monday, December 10, 2007 4 22 59 4 13 59 116,579 516.97 0Tuesday, December 11, 2007 5 3 0 4 21 58 128,307 564.97 0Wednesday, December 12, 2007 4 1 59 5 13 59 123,005 555.97 0Thursday, December 13, 2007 4 0 0 4 54 0 118,584 534.00 0Friday, December 14, 2007 5 1 59 4 27 0 129,036 568.98 0Saturday, December 15, 2007 4 31 59 3 45 58 113,373 497.95 1.17Sunday, December 16, 2007 6 6 58 4 12 58 142,791 619.93 0.01Monday, December 17, 2007 5 0 0 3 31 59 117,749 511.98 0Tuesday, December 18, 2007 4 49 59 3 39 58 116,769 509.95 0










I/I Flow 18,161




Pump 1 Flow Rate 864 during Test (gpm):Facility: LS4110 Pump 2 Flow Rate 1315 during Test (gpm):

P1 On-Time P2 On 24-Time -hour Influent Total On-Time Pump1 Pump2Date Hours Minutes Seconds Hours Minutes Seconds (gpd) (Minutes) On-Times On-Times Rain (in)

Friday, August 15, 2008 2 18 0 2 7 59 287,530 265.98 74 74 0Saturday, August 16, 2008 2 3 58 1 54 0 257,017 237.97 67 66 0Sunday, August 17, 2008 2 12 0 2 3 0 275,793 255.00 68 69 0.37Monday, August 18, 2008 2 15 0 2 9 58 287,546 264.97 71 71 0Tuesday, August 19, 2008 2 9 58 2 1 59 272,699 251.95 67 67 0.17Wednesday, August 20, 2008 6 3 58 1 55 59 466,985 479.95 66 65 0.72Thursday, August 21, 2008 1 58 59 1 58 59 259,265 237.97 64 64 1.47Friday, August 22, 2008 2 13 59 2 6 58 282,723 260.95 69 69 0.54Saturday, August 23, 2008 3 0 58 2 52 59 383,828 353.95 79 79 0.01Sunday, August 24, 2008 2 45 0 2 43 59 358,198 328.98 72 72 0Monday, August 25, 2008 2 37 59 2 42 58 350,799 320.95 65 65 0



Weekend Day Influent A 318,709verage (gpd) =Week Days Influent A 315,364verage (gpd) =

Note: Pump rate based on November 2008 Pump DrawdownNote: Weeks are to start on Sunday and go through Saturday with the Draw Down Test being on one of those days in that week.


Rain Summary

Average Dry (weekend) 266,405 Rain Gauge Station: 4122Less Percent Weekend Typ Higher 5,235Average Dry (weekday) 261,170 Date Rain (in)


8/17/2008 0.37I/I Flow 117,423 8/18/2008 0Percent I/I Flow 44.08% 8/19/2008 0.17

8/20/2008 0.72Calc average dry weekday as no sust y tained dr period before Augus 15 8/21/2008 1.47Could actually be higher - c t t ?ould be the Augus 20th is the ac ual I/I peak 8/22/2008 0.54

8/23/2008 0.018/24/2008 08/25/2008 0





RD I/I Flow 198,939




24-hour Influent Total On-Time Pump1 Pump2 FLETC - no data for 4122 for Dec 2007Date Hours Minutes Seconds Hours Minutes Seconds (gpd) (Minutes) On-Times On-Times Rain (in)


192,895 223.26134335

206,273185,250

Note: Pump rate based on November 2008 Pump DrawdownNote: Weeks are to start on Sunday and go through Saturday with the Draw Down Test being on one of those days in that week.


#DIV/0! Avg min On time per hour / Number of Runs per hour = On time minutes per pump (7 8 minutes)




Average (gpd) =




#DIV/0! Avg min On-time per hour / Number of Runs per hour = On-time minutes per pump (7 -8 minutes)

FlowPump Run

TimeUse Dec 2007 information to compare to Fay event

Dry Weekend Day Average Dec 8 and 9 184,889 214

Dry Weekday Average Dec 10 - 14 181,256 210

Storm Event (Day after) - Weekend 266,976 309

I/I Flow 73,454 85

Percent I/I Flow 37.96% 37.96%


Minutes Influent Analysis from Pumping Records (2 Pumps)

Pump ate st ): 1 Flow R during Te (gpm 400 No Drawdown Data had to use startup dataFacility: LS 4111 Pump ate st ): 2 Flow R during Te (gpm 400

P1 Run-Time P2 T Run- ime Avg Daily Avg Daily Pump1 Pump2 LS4122Date Minutes Minutes Discharge (gpd) On-Time (Min) Starrts Starts Rain (in)

Friday, August 15, 2008 101 117 87,200 218 42 43 0Saturday, August 16, 2008 118 128 98,400 246 47 46 0Sunday, August 17, 2008 121 137 103,200 258 47 48 0.37Monday, August 18, 2008 109 122 92,400 231 44 44 0Tuesday, August 19, 2008 106 118 89,600 224 43 43 0.17Wednesday, August 20, 2008 109 121 92,000 230 44 43 0.72Thursday, August 21, 2008 109 124 93,200 233 44 45 1.47Friday, August 22, 2008 131 150 112,400 281 52 51 0.54Saturday, August 23, 2008 136 150 114,400 286 51 51 0.01Sunday, August 24, 2008 134 152 114,400 286 51 51 0Monday, August 25, 2008 119 127 98,400 246 46 46 0

Average 99, (gpd) = 600 249.00 46.45 46.45Average a ate ) D ily InFlow R (gpm = 69Peak Flow gpm) @ 2.5 ( = 173

Weekend nfluent Day I Average (gpd) = 103,100W s nfluenteek Day I Average (gpd) = 95,029



Rain Summary

Average Dry (weekend) 100,800 Rain Gauge Station: 4122Plus Percent Weekend Typ Lower 1,727Average Dry (weekday) 102,527 Date Rain (in)



8/20/2008 0.72Calc average dry weekday as ust y t no s ained dr period before Augus 15 8/21/2008 1.47

8/22/2008 0.548/23/2008 0.018/24/2008 08/25/2008 0




Weekend Day Typ 1.71% Lower than weekday Corr dry Weekend Ave - Dec 87,377

RD I/I Flow 27,023




Pump 1 Flow Rate during T 400est (gpm): No Drawdown Data had to use startup dataFacility: LS4111 Pump 2 Flow Rate during T 400est (gpm):

P1 On-Time P2 On-Time 24-hour Influent Total On-Time Pump1 Pump2 FLETC - no data for 4122 for Dec 2007Date Hours Minutes Seconds Hours Minutes Seconds (gpd) (Minutes) On-Times On-Times Rain (in)


Av 89,370erage (gpd) = 223.42Average Daily InFlow 62 Rate (gpm) =


Weekend Day Influent Aver 87,483age (gpd) =Week Days Influent Aver 90,448age (gpd) =


0 0000.000 A f T t l P O ti / 24 h i d N b f R h (3 t 6)Avg of Total Pump On-times / 24 hour period = Number of Runs per hour (3 to 6)9.309 Avg Total On-Time minutes / 24 hour period = Avg min On-time per hour (21 - 48)






I/I Flow 3,987




Pump 1 Flow Rate during Test (gpm): 700 No drawdown testing possible due to lack of flow - used design conditionFacility: LS4118 Pump 2 Flow Rate during Test (gpm): 700

P1 On-Time P2 On-Time 24-hour Influent Total On-Time Pump1 Pump2 LS4122Date Hours Minutes Seconds Hours Minutes Seconds (gpd) (Minutes) On-Times On-Times Rain (in)


Average (gpd) = 34,853 49.79 15.64 15.45Average Daily InFlow Rate (gpm) = 24

Peak Flow @ 2.5 (gpm) = 61

Weekend Day Influent Average (gpd) = 45,480Week Days Influent Average (gpd) = 28,780

Note: Pump rate based on design flow rate - could not do drawdown testingNote: Weeks are to start on Sunday and go through Saturday with the Draw Down Test being on one of those days in that week.


Rain SummaryRain Summary

Average Dry (weekend) 22,371 Rain Gauge Station: 4122Less Percent Weekend Typ Higher 121Average Dry (weekday) 22,249 Date Rain (in)



8/20/2008 0.72Calc average dry weekday as no sustained dry period before August 15 8/21/2008 1.47

8/22/2008 0.548/23/2008 0.018/24/2008 08/25/2008 0





RD I/I Flow 48,335



1 - / = -


Pump 1 Flow Rate during Test (gpm): 700Facility: LS4118 Pump 2 Flow Rate during Test (gpm): 700

No drawdown testing possible due to lack of flow - used design conditionP1 On-Time P2 On-Time 24-hour Influent Total On-Time Pump1 Pump2 FLETC - no data for 4122 for Dec 2007

Date Hours Minutes Seconds Hours Minutes Seconds (gpd) (Minutes) On-Times On-Times Rain (in)Saturday, December 08, 2007 0 15 58 0 15 58 22,353 31.93 0Sunday, December 09, 2007 0 15 58 0 15 58 22,353 31.93 0Monday, December 10, 2007 0 15 58 0 15 58 22,353 31.93 0Tuesday, December 11, 2007 0 15 0 0 15 0 21,000 30.00 0Wednesday, December 12, 2007 0 15 58 0 15 0 21,677 30.97 0Thursday, December 13, 2007 0 15 58 0 15 58 22,353 31.93 0Friday, December 14, 2007 0 16 59 0 16 59 23,777 33.97 0Saturday, December 15, 2007 0 15 0 0 15 0 21,000 30.00 1.17Sunday, December 16, 2007 0 16 59 0 15 58 23,065 32.95 0.01Monday, December 17, 2007 0 15 0 0 16 59 22,388 31.98 0Tuesday, December 18, 2007 0 16 59 0 15 0 22,388 31.98 0

Average (gpd) = 22,246 31.78Average Daily InFlow Rate (gpm) = 15

Peak Flow @ 2.5 (gpm) = 39



0.000 Avg of Total Pump On-times / 24 hour period = Number of Runs per hour (3 to 6)1 324.324 Avg Total On-Time minutes / 24 hour period = Avg min On-time per hour (21 - 48)Avg Total On Time minutes 24 hour period Avg min On time per hour (21 - 48)






I/I Flow 712





P1 On-Time P2 24 On-Time -hour Influent Total On-Time Pump1 Pump2Date Hours Minutes Seconds Hours Minutes Seconds (gpd) (Minutes) On-Times On-Times Rain (in)




Weekend Day Influent A 51,769verage (gpd) =Week Days Influent A 31,528verage (gpd) =



Rain Summary

Average Dry (weekend) 22,937 Rain Gauge Station: 4122Less Percent Weekend Typ Higher 235Calc Average Dry (weekday) 22,702 Date Rain (in)



8/20/2008 0.72Calc average dry weekday as no sust y tained dr period before Augus 15 8/21/2008 1.47

8/22/2008 0.548/23/2008 0.018/24/2008 08/25/2008 0





RD I/I Flow 54,866




Pump 1 Flow Rate during T 259est (gpm):Facility: LS 4119 Pump 2 Flow Rate during T 282est (gpm):












Storm Event 2nd Day after - Weekday 30,870

I/I Flow 1,133




Pump ate ): 1 Flow R during Test (gpm 82Facility: LS 4120 Pump ate ): 2 Flow R during Test (gpm 82

P1 Run-Time P2 Run-Time Avg Daily Avg Daily Pump1 Pump2Date Minutes Minutes Discharge (gpd) On-Time (Min) Starrts Starts Rain (in)

Friday, August 15, 2008 68 75 11,726 143 16 17 0Saturday, August 16, 2008 90 86 14,432 176 21 20 0Sunday, August 17, 2008 94 101 15,990 195 21 22 0.37Monday, August 18, 2008 82 880 78,884 962 19 18 0Tuesday, August 19, 2008 77 77 12,628 154 18 18 0.17Wednesday, August 20, 2008 77 78 12,710 155 19 19 0.72Thursday, August 21, 2008 75 81 12,792 156 19 19 1.47Friday, August 22, 2008 92 93 15,170 185 22 22 0.54Saturday, August 23, 2008 91 91 14,924 182 23 22 0.01Sunday, August 24, 2008 105 109 17,548 214 26 26 0Monday, August 25, 2008 82 87 13,858 169 21 22 0

Av 20erage (gpd) = ,060 244.64 20.45 20.45Av aily ate )erage D InFlow R (gpm = 14Peak Flow @ 2.5 (gpm) = 35

W ay n veekend D I fluent A erage (gpd) = 15,724W ays n veek D I fluent A erage (gpd) = 22,538

Note: Pump rate based on design condition - could not do drawdownNote: Weeks are to start on Sunday and go through Saturday with the Draw Down Test being on one of those days in that week.



Rain Summary

Average Dry (weekend) 15,211 Rain Gauge S4122Less Percent Weekend Typ Higher 3,161Calc Average Dry (weekday) 12,050 Date Rain (in)



8/20/2008 0.72Calc average dry weekday as ust t no s ained dry period before Augus 15 8/21/2008 1.47

8/22/2008 0.548/23/2008 0.018/24/2008 08/25/2008 0




Weekend Day Typ 20.78% Higher than Weekday Corr dry Weekday Ave - D 11,724

RD I/I Flow 3,446




Pump 1 Flow Rate during T 82est (gpm):Facility: LS4120 Pump 2 Flow Rate during T 82est (gpm):













I/I Flow -742



:


Pu i stmp 1 Flow Rate dur ng Te (gpm): 650Facility: LS 4124 Pu i stmp 2 Flow Rate dur ng Te (gpm): 650

P1 Run-Time P2 Run-Time Avg Daily Avg Daily Pump1 Pump2 LS4126Date Minutes Minutes Discharge (gpd) On-Time (Min) Starrts Starts Rain (in)

Saturday, August 09, 2008 1 0 650 1 1 0 0Sunday, August 10, 2008 2 2 2,600 4 1 1 0Monday, August 11, 2008 1 1 1,300 2 1 1 0Tuesday, August 12, 2008 0 2 1,300 2 0 1 0.88Wednesday, August 13, 2008 7 3 6,500 10 1 2 0.09Thursday, August 14, 2008 8 6 9,100 14 5 4 0.91Friday, August 15, 2008 1 1 1,300 2 1 1 0Saturday, August 16, 2008 2 2 2,600 4 1 1 0Sunday, August 17, 2008 1 3 2,600 4 1 2 0.44Monday, August 18, 2008 0 1 650 1 0 1 0.1Tuesday, August 19, 2008 2 2 2,600 4 1 1 0.11Wednesday, August 20, 2008 1 1 1,300 2 1 1 0.63Thursday, August 21, 2008 6 6 7,800 12 4 4 1.48Friday, August 22, 2008 41 41 53,300 82 24 25 0.39Saturday, August 23, 2008 13 12 16,250 25 9 8 0Sunday, August 24, 2008 1 3 2,600 4 1 2 0

Average 7, (gpd) = 028 10.81 3.25 3.44Average ily Da InFlow Rate (gpm) = 5Peak Flow gpm) @ 2.5 ( = 12

W veekend Day Influent A erage (gpd) = 4,550W s veek Day Influent A erage (gpd) = 8,515

Note: Weeks are to start on Sunday and go through Saturday with the Draw Down Test being on one of those days in that weekNote Weeks are to start on Sunday and go through Saturday with the Draw Down Test being on one of those days in that week.Note: Pump rate based on design condition - could not do drawdown testing - no flow


Rain Summary

Rain Gauge Station: LS4126

Average Dry (weekend) 1,625 Date Rain (in)08/09/08 0

Average Dry (weekday) 1,300 08/10/08 008/11/08 0

Use 2nd Day After Storm for Wet - Weekday 53,300 08/12/08 0.8808/13/08 0.09

I/I Flow 52,000 08/14/08 0.91Percent I/I Flow 4000.00% 08/15/08 0

08/16/08 008/17/08 0.44

Can't use Dec 2007 data to co s impare as too many day w th no pumping 08/18/08 0.108/19/08 0.11

Used Aug 23rd 16,250 - e e f 1625 gpd to get 14,625 gpd to r mov from LS4119 ( or actual) 08/20/08 0.6308/21/08 1.4808/22/08 0.3908/23/08 008/24/08 0



Pump 1 Flow Rate during T 650est (gpm):Facility: LS4124 Pump 2 Flow Rate during T 650est (gpm):

P1 On-Time P2 On-Time 24-hour Influent Total On-Time Pump1 Pump2 Waterlab - No LS4126 data for Dec 2007Date Hours Minutes Seconds Hours Minutes Seconds (gpd) (Minutes) On-Times On-Times Rain (in)

Saturday, December 08, 2007 0 0 0 0 0 0 0 0.00 0Sunday, December 09, 2007 0 0 0 0 0 0 0 0.00 0Monday, December 10, 2007 0 0 0 0 0 0 0 0.00 0Tuesday, December 11, 2007 0 0 0 0 0 0 0 0.00 0Wednesday, December 12, 2007 0 0 0 0 0 0 0 0.00 0Thursday, December 13, 2007 0 0 0 0 0 0 0 0.00 0.01Friday, December 14, 2007 0 1 59 0 0 0 1,289 1.98 0Saturday, December 15, 2007 0 0 0 0 0 0 0 0.00 1.22Sunday, December 16, 2007 0 0 0 0 0 0 0 0.00 0.01Monday, December 17, 2007 0 0 0 0 1 59 1,289 1.98 0Tuesday, December 18, 2007 0 0 58 0 0 0 628 0.97 0

Av 292erage (gpd) = 0.45Average Daily InFlow 0 Rate (gpm) =


Weekend Day Influent Aver 0age (gpd) =Week Days Influent Aver 458age (gpd) =

Note: Pump rate based on design condition - could not do drawdown testing - no flowNote: Weeks are to start on Sunday and go through Saturday with the Draw Down Test being on one of those days in that week.




Typical Dry Weekly Flow Dec 8 - 14 1,289

Flow from Rain Event On Dec 15-18 1,918

I/I Flow 628


Compared a dry week to a wet week for this data


Tim P2 On-

uge Station: LS4126




P1 On- e Time P3 On-Time 24-hour Influent Total On-Time Pump1 Pump2 Pump3 LS4126Date Hours Minutes Seconds Hours Minutes Seconds Hours Minutes Seconds (gpd) (Minutes) On-Times On-Times On-Times Rain (in)

Friday, August 15, 2008 0 7 59 0 3 58 0 3 58 10,616 15.92 2 1 1 0Saturday, August 16, 2008 0 0 0 0 3 0 0 3 58 4,647 6.97 0 1 1 0Sunday, August 17, 2008 0 3 58 0 0 0 0 0 0 2,646 3.97 1 0 0 0.44Monday, August 18, 2008 0 0 0 0 3 58 0 0 0 2,646 3.97 0 1 0 0.1Tuesday, August 19, 2008 0 3 58 0 0 0 0 3 0 4,647 6.97 1 0 1 0.11Wednesday, August 20, 2008 0 0 0 0 3 58 0 3 58 5,292 7.93 0 1 1 0.63Thursday, August 21, 2008 0 3 58 0 3 58 0 3 58 7,937 11.90 1 1 1 1.48Friday, August 22, 2008 0 6 58 0 6 58 0 3 0 11,295 16.93 2 2 1 0.39Saturday, August 23, 2008 0 16 59 0 12 0 0 7 59 24,657 36.97 4 3 2 0Sunday, August 24, 2008 0 4 59 0 28 59 0 9 0 28,659 42.97 1 2 2 0

0 0.00Average (gpd) = 10,304 15 1.20 1.20 1.00

Average Daily InFlow Rate (gpm) = 7 * Averages are from Fri Aug 15 to Sat Aug 24 (LCS)Peak 18 Flow @ 2.5 (gpm) =


Note: Pump rate based on design conditions - could not do drawdown


Rain Ga

Average Dry (weekend) 3,646 Date Rain (in)08/15/08 0

Average Dry (weekday) 3,646 08/16/08 008/17/08 0.44

Use 2nd Day After Storm for Wet - Weekend 24,657 08/18/08 0.108/19/08 0.11

I/I Flow 21,011 08/20/08 0.63Percent I/I Flow 576.22% 08/21/08 1.48

08/22/08 0.3908/23/08 0

Can't use Dec 2007 data to com s ipare as too many day w th no pumping 08/24/08 0


Tim 2 On-T

0 T i t /




P1 On- e P ime P3 On-Time 24-hour Influent Total On-Time Pump1 Pump2 Pump3 WaterlabDate Hours Minutes Seconds Hours nMi utes Seconds Hours Minutes Seconds (gpd) (Minutes) On-Times On-Times On-Times Rain (in)

Saturday, December 08, 2007 0 0 0 0 0 0 0 0 0 0 0.00 0Sunday, December 09, 2007 0 0 0 0 0 0 0 0 0 0 0.00 0Monday, December 10, 2007 0 1 59 0 0 58 0 1 59 43,291 .93 0Tuesday, December 11, 2007 0 0 58 0 0 0 0 0 58 1,290 1.93 0Wednesday, December 12, 2007 0 0 58 0 0 58 0 0 58 21,934 .90 0Thursday, December 13, 2007 0 0 0 0 0 58 0 0 0 645 0.97 0.01Friday, December 14, 2007 0 0 58 0 0 0 0 1 59 1,968 2.95 0Saturday, December 15, 2007 0 0 0 0 1 59 0 0 0 11,323 .98 1.22Sunday, December 16, 2007 0 0 0 0 0 0 0 0 0 0 0.00 0.01Monday, December 17, 2007 0 1 59 0 0 58 0 0 58 32,612 .92 0Tuesday, December 18, 2007 0 0 0 0 0 0 0 0 0 0 0.00 0

Average (gpd) = 1,187 1.78Average Daily 1 InFlow Rate (gpm) =


Weekend Day Infl 331uent Average (gpd) =Week Days Infl 1,677uent Average (gpd) =

Note: Pump rate based on design conditions - could not do drawdownNote: Weeks are to start on Sunday and go through Saturday with the Draw Down Test being on one of those days in that week.

0.000 Avg of Total Pump On-times / 24 hour period = Number of Runs per hour (3 to 6)0 074.074 Avg Total On Time minutes / 24 hour period = Avg min On time per hour (21 48)Avg otal On-Time m nu es 24 hour period = Avg min On-time per hour (21 - 48)



Typical Sat to Mon Flow (Dry) Dec 8 to 10 3,291

Sat to Mon Flow (Wet) Dec 15 to 17) 3,935

I/I Flow 645


Compared wet Sat to Mon with dry Sat to Mon

3 Pump - LS 4126Influent Analysis Master Storm12-2007

ime P2 On-

ge Station: WaterLab




P1 On-T Time P3 On-Time 24-hour Influent Total On-Time Pump1 Pump2 Pump3Date Hours Minutes Seconds Hours Minutes Seconds H sour Minutes Seconds (gpd) (Minutes) On-Times On-Times On-Times Rain (in)

Friday, August 15, 2008 0 3 0 0 3 0 0 3 0 12,060 9.00 5 6 5 0Saturday, August 16, 2008 0 1 59 0 1 59 0 1 59 7,973 5.95 6 6 6 0Sunday, August 17, 2008 0 0 58 0 0 58 0 0 58 3,886 2.90 5 5 6 0.45Monday, August 18, 2008 0 1 59 0 0 0 0 0 0 2,658 1.98 3 2 2 0.03Tuesday, August 19, 2008 0 0 58 0 1 59 0 1 59 6,611 4.93 3 3 3 0.03Wednesday, August 20, 2008 0 1 59 0 1 59 0 0 58 6,611 4.93 5 6 6 0.42Thursday, August 21, 2008 0 3 0 0 3 0 0 3 0 12,060 9.00 11 11 10 1.69Friday, August 22, 2008 0 3 58 0 4 59 0 1 59 14,651 10.93 2 2 1 0.19Saturday, August 23, 2008 0 6 58 0 6 0 0 9 0 29,435 21.97 3 3 4 0Sunday, August 24, 2008 0 6 0 0 4 59 0 3 58 20,033 14.95 3 2 2 0.03

0 0.00Average (gpd) = 11,598 9 4.60 4.60 4.50

Average Daily InFlow Rate (gpm) = 8 *Averages based on Fri Aug 15 - Sat Aug 23 (LCS)Peak 20 Flow @ 2.5 (gpm) =




Rain Gua

Dry August 16 weekend 7,973 Date Rain (in)8/15/2008 0

Wet August 23 weekend 29,435 8/16/2008 08/17/2008 0.45

Use 2nd Day After Storm for Wet - Weekend 29,435 8/18/2008 0.038/19/2008 0.03

I/I Flow 21,462 8/20/2008 0.42Percent I/I Flow 269.19% 8/21/2008 1.69

8/22/2008 0.198/23/2008 0

Can't compare to Dec s i ero 2007 data - too many day w th z pumping 8/24/2008 0.03


Tim 2 On-T

0 T i t /




P1 On- e P ime P3 On-Time 24-hour Influent Total On-Time Pump1 Pump2 Pump3 WaterlabDate Hours Minutes Seconds Hours nMi utes Seconds Hours Minutes Seconds (gpd) (Minutes) On-Times On-Times On-Times Rain (in)

Saturday, December 08, 2007 0 0 0 0 0 0 0 0 0 0 0.00 0Sunday, December 09, 2007 0 0 0 0 0 0 0 0 0 0 0.00 0Monday, December 10, 2007 0 3 0 0 3 0 0 0 0 8,040 6.00 0Tuesday, December 11, 2007 0 3 0 0 0 0 0 3 0 8,040 6.00 0Wednesday, December 12, 2007 0 0 0 0 1 59 0 1 59 5,315 3.97 0Thursday, December 13, 2007 0 3 0 0 0 0 0 0 0 4,020 3.00 0.01Friday, December 14, 2007 0 0 0 0 3 0 0 3 0 8,040 6.00 0Saturday, December 15, 2007 0 0 0 0 0 0 0 0 0 0 0.00 1.22Sunday, December 16, 2007 0 0 0 0 0 0 0 0 0 0 0.00 0.01Monday, December 17, 2007 0 1 59 0 3 58 0 3 58 13,288 9.92 0Tuesday, December 18, 2007 0 0 0 0 0 0 0 0 0 0 0.00 0

Average (gpd) = 4,249 3.17Average Daily 3 InFlow Rate (gpm) =


Weekend Day Infl 0uent Average (gpd) =Week Days Infl 6,678uent Average (gpd) =


0.000 Avg of Total Pump On-times / 24 hour period = Number of Runs per hour (3 to 6)0 132.132 Avg Total On Time minutes / 24 hour period = Avg min On time per hour (21 48)Avg otal On-Time m nu es 24 hour period = Avg min On-time per hour (21 - 48)



Dry Weekend Day Average Dec 8 and 9 0



I/I Flow 5,248




Jan 08 22 05 27 05 21

Exit 29 WPCPPreliminary Estimate of RDII Effects

(not including tidal influences)Notes:1. RDII = Rainfall Dependent Infiltration & Inflow:

Monthly Total Rain < 1 inch (Base Flow) 2. Average MGD where rain < 1 inch = is being used to Avg Base Total Rain Max Flow Variance % Increase approximate Average Dry Weather Flow (ADWF) or Base

Date (MGD) (inches) (MGD) (MGD) (MGD) Flow for this Preliminary Analysis:Nov-07 0.20 0.1 0.27 0.07 33.4% 3. ADWF or Base Flow does not take tidal influences intoMar-08 0.25 0.9 0.29 0.04 16.6% consideration in this analysis.Jul-08 0.25 0.57 0.28 0.02 9.6% 4. Rain gauge readings are taken at closest proximity available - location notedNov-08 0.20 0.78 0.23 0.03 14.5% 5. Rain events during winter months (Dec - Mar) often coverDec-08 0.22 0.82 0.31 0.09 39.3% larger areas draining to the WWTP and might be expected to May-09 0.20 0.96 0.27 0.06 31.7% produce higher flows, whereas summer (April - Nov) events may be

Averages 0.22 0.69 0.27 0.05 24.19% associated with more localized storm cells that do not cover larger areas and might be expected to produce lower resulting flows at the WWTP.

Monthly Total Rain 1" - 2" 6. Individual storms, as they relate to intensity and duration, have notAvg Base Total Rain Max Flow Variance % Increase been considered in this analysis.

Date (MGD) (inches) (MGD) (MGD) (MGD)Mar-07 0.22 2.0 0.38 0.15 69.7%Apr-07 0.22 1.0 0.32 0.10 43.0%May-07 0.22 1.3 0.31 0.09 38.5%Feb-09 0.22 1.41 0.28 0.06 28.5% Summary Table: Linear Regression of RDII Flow Percent Increase / Inch Rain

Averages 0.22 1.43 0.32 0.10 44.92%Rain Flow Increase

Monthly Total Rain 2" - 3" (inches) (MGD)Avg Base Total Rain Max Flow Variance % Increase 0 0%

Date (MGD) (inches) (MGD) (MGD) (MGD) 1 35%Dec-07 0.22 3.0 0.28 0.06 25.4% 2 35%Sep-08 0.22 2.00 0.28 0.06 25.8% 4 40%Jan-09 0.22 2.13 0.28 0.06 25.4% 6 44%

Averages 0.22 2.38 0.28 0.06 25.50%


Date (MGD) (inches) (MGD) (MGD) (MGD)Jan-07 0.22 3.8 0.46 0.24 109.1% 60%

Feb-07 0.22 3.1 0.46 0.24 109.1%Jan-08 0.220. 3.053. 0.270. 0.050. 21.3% 50%.3%Apr-08 0.22 3.10 0.33 0.11 50.7%May-08 0.22 3.9 0.36 0.14 62.0%

Averages 0.22 3.39 0.38 0.16 70.4%


Date (MGD) (inches) (MGD) (MGD) (MGD)Jun-09 0.22 4.91 0.24 0.02 9.1%

Averages 0.22 4.91 0.24 0.02 9.1%


Date (MGD) (inches) (MGD) (MGD) (MGD)Jun-08 0.22 6.00 0.28 0.06 26.3%Oct-08 0.22 5.23 0.28 0.06 28.5%Mar-09 0.22 5.97 0.25 0.03 13.6%

Averages 0.22 5.73 0.27 0.05 22.8%


Date (MGD) (inches) (MGD) (MGD) (MGD)Jun-07 0.22 6.30 0.41 0.19 83.7%Feb-08 0.22 6.05 0.32 0.10 45.3%

Averages 0.22 6.18 0.36 0.14 64.50%

Monthly Total Rain > 7"Avg Base Total Rain Max Flow Variance % Increase

Date (MGD) (inches) (MGD) (MGD) (MGD)Jul-07 0.22 11.1 0.56 0.34 153.9%Aug-07 0.22 7.6 0.56 0.34 154.8%Sep-07 0.22 8.65 0.31 0.09 39.8%Oct-07 0.22 9.9 0.57 0.35 157.9%Aug-08 0.22 12.06 0.36 0.14 63.4%Apr-09 0.22 9.35 0.39 0.17 76.5%

Averages 0.22 9.78 0.46 0.24 107.71%

y = 0.055x + 0.1633R² = 0.572

0%

10%

20%

30%

40%

50%

60%

0 1 2 3 4 5 6 7Rain (inches)


Pump 2 Flow Rate during Test (gpm): 770Facility: LS 3101 Pump 3 Flow Rate during Test (gpm): 536


Monday, August 04, 2008 103 100 132,910 203 63 63 0Tuesday, August 05, 2008 104 101 134,216 205 69 69 0Wednesday, August 06, 2008 110 106 141,516 216 72 72 1.02Thursday, August 07, 2008 105 102 135,522 207 64 63 0.73Friday, August 08, 2008 102 100 132,140 202 49 50 0.39Saturday, August 09, 2008 99 95 127,150 194 51 51 0Sunday, August 10, 2008 104 101 134,216 205 56 55 0Monday, August 11, 2008 90 89 117,004 179 50 50 0.59Tuesday, August 12, 2008 116 108 147,208 224 49 49 3.87Wednesday, August 13, 2008 111 106 142,286 217 48 48 0.46Thursday, August 14, 2008 114 113 148,348 227 54 55 0.01Friday, August 15, 2008 118 114 151,964 232 59 58 0Saturday, August 16, 2008 101 99 130,834 200 53 53 0

136,563 208.54 56.69 56.62Average Daily InFlow Rate (gpm) = 95Peak Flow @ 2.5 (gpm) = 237


Note: Weeks are to start on Sunday and go through Saturday with the Draw Down Test being on one of those days in that week.Note: Pump rate based on July 2008 drawdown testing.


Calc Average Dry (weekend) 135,455 Rain GuageL P t W kd T L 1 892

Average (gpd) =


WWTP#3Less Percent Weekday Typ Lower 1,892Average Dry (weekday) 133,563 Date Rain (in)

8/4/2008 0 8/9/2008 0Use 2nd Day After Storm for Wet 148,348 8/5/2008 0 8/10/2008 0

8/6/2008 1.02 8/11/2008 0.59I/I Flow 14,785 8/7/2008 0.73 8/12/2008 3.87Percent I/I Flow 11.07% 8/8/2008 0.39 8/13/2008 0.46

8/14/2008 0.018/15/2008 08/16/2008 0


Peak I/I Weekday - Fa 148,348Dry Weekend Day Average Dec 8 and 9 111,485 1557

1,557 Corr dry Weekday Ave 109,927Dry Weekday Average Dec 10 - 14 109,927

RD I/I Flow 38,421Weekday Typ 1.42% lower than weekend


Doesn't seem right as wasn't much increase dry and wet in Dec 2007But Fay was a much larger storm

LS3101 Influent Analysis 8-2008_ChangesRT


24-hour Influent Total On-Time Pump1 Pump2 ST #3Date Hours Minutes Seconds Hours Minutes Seconds (gpd) (Minutes) On-Times On-Times Rain (in)

Saturday, December 08, 2007 1 24 58 1 24 0 110,448 168.97 0.01Sunday, December 09, 2007 1 58 59 0 39 0 112,521 157.98 0Monday, December 10, 2007 1 22 59 1 21 0 107,313 163.98 0Tuesday, December 11, 2007 1 18 0 1 22 59 104,539 160.98 0.02Wednesday, December 12, 2007 1 25 59 1 22 59 110,686 168.97 0.01Thursday, December 13, 2007 1 30 58 1 25 59 116,131 176.95 0.01Friday, December 14, 2007 1 24 58 1 24 58 110,966 169.93 0Saturday, December 15, 2007 1 12 0 1 21 0 98,856 153.00 0.94Sunday, December 16, 2007 1 9 58 1 9 0 90,858 138.97 0.01Monday, December 17, 2007 1 13 59 1 13 59 96,622 147.97 0Tuesday, December 18, 2007 1 21 58 1 18 58 105,440 160.93 0

105,853 160.7874184

103,171107,386


0 000 A f T t l P O ti / 24 h i d N b f R h (3 t 6)






Average (gpd) =








I/I Flow -11,592

Percent I/I Flow -10.50% Used same day of the week during dry period to calculate I/I


/

P#3


Pump ate ): 1 Flow R during Test (gpm 361Facility: LS 3103 Pump ate ): 2 Flow R during Test (gpm 260

P1 Run-Time P2 Run-Time Avg Daily Avg Daily Pump1 Pump2Date Minutes Minutes Discharge (gpd) On-Time (Min) Starts Starts Rain (in)


Av 12erage (gpd) = 5,741 404.46 51.23 51.08Av aily ate )erage D InFlow R (gpm = 87Peak Flow @ 2.5 (gpm) = 218

W ay n veekend D I fluent A erage (gpd) = 127,366W ays n veek D I fluent A erage (gpd) = 123,742



3.953.95 Avg min On-time per hour / Number of Runs per hour = On-time minutes per pump (7 -8 minutes)Avg min On time per hour Number of Runs per hour On time minutes per pump (7 8 minutes)

Rain Summary

Calc Average Dry (weekend) 115,563 Rain Guage SWWTPlus Percent Weekend Typ Lower 5,308Average Dry (weekday) 120,872 Date Rain (in)

8/4/2008 0 8/9/2008 0Use Day of Storm for Wet - Weekday 150,873 8/5/2008 0 8/10/2008 0


8/14/2008 0.018/15/2008 08/16/2008 0


Peak I/I Weekday - Fay 150,873Dry Weekend Day Average Dec 8 and 9 119,400 5484

5,484 Corr dry Weekday Ave - 124,885Dry Weekday Average Dec 10 - 14 124,885

RD I/I Flow 25,988Weekday Typ 4.39% higher than weekend


LS3103 Influent Analysis 8-2008_RT Changes


24-hour Influent Total On-Time Pump1 Pump2 ST. #3Date Hours Minutes Seconds Hours Minutes Seconds (gpd) (Minutes) On-Times On-Times Rain (in)


121,391 392.24 #DIV/0! #DIV/0!84211

119,173122,659


#DIV/0! A f T t l P O ti / 24 h i d N b f R h (3 t 6)






Average (gpd) =


#DIV/0! Avg of Total Pump On-times / 24 hour period = Number of Runs per hour (3 to 6)16.343 Avg Total On-Time minutes / 24 hour period = Avg min On-time per hour (21 - 48)#DIV/0! Avg min On-time per hour / Number of Runs per hour = On-time minutes per pump (7 -8 minutes)





I/I Flow 2,604

Percent I/I Flow 2.12% Used same day of the week during dry period to calculate I/I


- -

SWWTP#3


Pu i stmp 1 Flow Rate dur ng Te (gpm): 639 May be an error in this drawdown rateFacility: LS 3114 Pu i stmp 2 Flow Rate dur ng Te (gpm): 263



Averag 1e (gpd) = 55,199 344.54 38.85 35.92Average ily Da InFlow Rate (gpm) = 108Peak Flow gpm) @ 2.5 ( = 269



3.115 Avg of Total Pump On-times / 24 hour period = Number of Runs per hour (3 to 6)14 35614.356 Avg Total On-Time minutes / 24 hour period = Avg min On-time per hour (21 - 48)Avg Total On Time minutes / 24 hour period = Avg min On time per hour (21 - 48)


Rain Summary

Average Dry (weekend) 140,644 Rain Guage Plus Percent Weekend Typ Lower 6,324Average Dry (weekday) 146,969 Date Rain (in) Date Rain (in)

8/4/2008 0 8/9/2008 0Use Day of Storm for Wet - Weekday 174,349 8/5/2008 0 8/10/2008 0


8/14/2008 0.018/15/2008 08/16/2008 0



7,254 Corr dry Weekday Ave - 168,569Dry Weekday Average Dec 10 - 14 168,569


Percent RD I/I Flow 3.43%LS3114 Influent Analysis 8-2008_ChangesRT


Pump 1 Flow Rate during Test (gpm): 639 May be an error in this drawdown rateFacility: LS3114 Pump 2 Flow 263 Rate during Test (gpm):

P1 On-Time P2 On-Tim 24-houre Influent Total On-Time Pump1 Pump2 ST #3Date Hours Minutes Seconds Hours Minutes Seconds (gpd) (Minutes) On-Times On-Times Rain (in)


Av 162erage (gpd) = ,914 360.05 #DIV/0! #DIV/0!Average Daily InFlow 113 Rate (gpm) =









I/I Flow 6,190



0 - / = -

SWWTP#3





Average (gpd) = 5,261 13.69 4.69 4.62Average ily Da InFlow Rate (gpm) = 4Peak Flow gpm) @ 2.5 ( = 9



0.388 Avg of Total Pump On-times / 24 hour period = Number of Runs per hour (3 to 6)0 571.571 Avg Total On-Time minutes / 24 hour period = Avg min On-time per hour (21 - 48)Avg Total On Time minutes 24 hour period Avg min On time per hour (21 - 48)1.47 Avg min On-time per hour / Number of Runs per hour = On-time minutes per pump (7 -8 minutes)

Rain Summary

Calc Average Dry (weekend) 4,540 Rain Guage Plus Percent Weekend Typ Lower 452Average Dry (weekday) 4,992 Date Rain (in)

8/4/2008 0 8/9/2008 0Use 2nd Day After Storm for Wet - Weekday 6,190 8/5/2008 0 8/10/2008 0


8/14/2008 0.018/15/2008 08/16/2008 0



320 Corr dry Weekday Ave - 3,537Dry Weekday Average Dec 10 - 14 3,537


Percent RD I/I Flow 75.00%LS3121 Influent Analysis 8-2008_RT Changes

e



P1 On-Tim P2 On-Time 24-hour Influent Total On-Time Pump1 Pump2 ST #3Date Hours Minutes Seconds Hours Minutes Seconds (gpd) (Minutes) On-Times On-Times Rain (in)






#DIV/0!#DIV/0! A f T t l P O ti / 24 h i d N b f R h (3 t 6)Avg of Total Pump On-times / 24 hour period = Number of Runs per hour (3 to 6)0.400 Avg Total On-Time minutes / 24 hour period = Avg min On-time per hour (21 - 48)






I/I Flow 2,210

Percent I/I Flow 57.06% Used same day of the week during dry period to calculate I/I


- / = -

SWWTP#3





Average (gpd) = 21,356 68.38 6.46 6.38Average ily Da InFlow Rate (gpm) = 15Peak Flow gpm) @ 2.5 ( = 37



0.535 Avg of Total Pump On-times / 24 hour period = Number of Runs per hour (3 to 6)2 8492.849 Avg Total On-Time minutes / 24 hour period = Avg min On-time per hour (21 - 48)Avg Total On Time minutes 24 hour period Avg min On time per hour (21 - 48)5.32 Avg min On-time per hour / Number of Runs per hour = On-time minutes per pump (7 -8 minutes)

Rain Summary

Calc Average Dry (weekend) 20,573 Rain Guage Plus Percent Weekend Typ Higher 743Average Dry (weekday) 19,831 Date Rain (in)

8/4/2008 0 8/9/2008 0Use Day After Storm for Wet - Weekday 23,987 8/5/2008 0 8/10/2008 0


8/14/2008 0.018/15/2008 08/16/2008 0



674 Corr dry Weekday Ave - 18,001Dry Weekday Average Dec 10 - 14 18,001

RD I/I Flow 5,986Weekday Typ 3.75% lower than weekend

Percent RD I/I Flow 33.25%LS3123 Influent Analysis 8-2008_RT Changes

e



P1 On-Tim P2 2 On-Time 4-hour Influent Total On-Time Pump1 Pump2 ST #3Date Hours Minutes Seconds Hours Minutes Seconds (gpd) (Minutes) On-Times On-Times Rain (in)


Average (gpd) = 18,332 58.59Average Daily InFlow 13 Rate (gpm) =










I/I Flow 2,883



APPENDIX D JRGO MAJOR GRAVITY SEWER EVALUATION REPORT



July 8, 2009 Ms. Angela Bryan, P.E. Applied Technology & Management, Inc. 411 Pablo Avenue Jacksonville Beach, FL 32250

RE: Evaluation of Inflow and Infiltration and Appropriate Rehabilitation Methods For JWSC

Dear Angela, We have completed our evaluation of the application of trenchless pipeline rehabilitation methods for the sample of CCTV records we received. Based on our observations, it appears that pipebursting and cured-in-place linings are appropriate methods to repair and rehabilitate these pipelines. PROJECT SCOPE J. R. Giese Operations, LLC (JRGO) was contracted by ATM to conduct a review of a closed circuit television (CCTV) inspection of various pipelines from the JWSC sewer system. This letter report summarizes JRGO’s findings and recommendations. Based on the findings, follow-up maintenance and rehabilitation recommendations and associated costs have been made to address general defects in the system. The information contained in this report and its attachments will enable ATM & JWSC to develop an appropriate follow-up maintenance and rehabilitation program to better operate the waste water collection system. OBJECTIVES The objective of this evaluation is to present solutions to sewer rehabilitation based not only on engineering analysis, but also construction, operation and maintenance considerations. Specific objectives include the following:

3560 Cardinal Point Dr. Suite 201 Jacksonville, FL 32257

Office (904) 730-7994 Fax (904) 221-7521 www.jrgiesoperations.com



• Present a cost effective rehabilitation plan that will minimize maintenance

requirements for the first five to ten years of the rehabilitated pipeline • Reduce infiltration and inflow due to leaking joints and cracks • Begin the standardization process for the application of trenchless

technology SUMMARY OF FINDINGS A review of the project data including plans and CCTV inspection logs was performed and a site visit was conducted. The CCTV logs represented a sample of the overall system and were believed to be problem areas. The recommendations for rehabilitation are presented based on our observations and experience for successful rehabilitation and can be found in the attached spreadsheet. The table shows the worst NAASCO PACP ratings in the structural and O&M categories for each basin reviewed. The structural category describes various types of defects where the pipe has been damaged or otherwise defective. The O&M category describes various types of foreign objects that are found in the sewers and may interfere with the operations of the conveyance system. Both categories are scored on a scale of 0 to 5 and will assist in determining a priority for rehabilitation:

• 5 – Defects requiring immediate attention (Pipe has failed or will likely fail within the next five years)

• 4 – Severe defects that will become Grade 5 defects within the foreseeable future (Pipe will probably fail in 5 – 10 years)

• 3 – Moderate defects that will continue to deteriorate (Pipe may fail in 10 – 20 years)

• 2 – Defects that have not begun to deteriorate (Pipe unlikely to fail for at least 20 years)

• 1 – Minor defects (Failure unlikely in the foreseeable future) • 0 – No visible defects

This attached rehabilitation approach requires a higher initial capital investment but provides an expected lower maintenance effort.



SUMMARY OF COST The following unit cost items are approximate pricing for the rehabilitation: Pipe bursting: Furnish and Install 8" HDPE via Pipe burst LF 1 $ 68.50 Furnish and Install 18" HDPE via Pipe burst LF 1 $ 160.00 Furnish and Install 30" HDPE via Pipe burst LF 1 $ 260.00 Pipe burst 4.5” OD Service Lateral LF 1 $ 40.00 Lateral Connection (4' - 8' Deep) EA 1 $1,065.00 Lateral Connection (8' - 12' Deep) EA 1 $1,330.00 Lateral Connection (12' - 16' Deep) EA 1 $1,600.00 Remove and Replace 6' of 6" - 12 " PVC (4' - 8' Deep) EA 1 $1,900.00 Remove and Replace 6' of 6" - 12 " PVC (8' - 12' Deep) EA 1 $2,450.00

CIPP:

Furnish and Install 30" CIPP LF 1 $ 94.10

Furnish and Install 12" CIPP LF 1 $ 40.00 Reconnect existing services using robotic internal cutter EA 1 $ 175.00 Pipe burst 4.5” OD Service Lateral LF 1 $ 40.00 Lateral Connection (4' - 8' Deep) EA 1 $1,065.00 Lateral Connection (8' - 12' Deep) EA 1 $1,330.00 Lateral Connection (12' - 16' Deep) EA 1 $1,600.00

Notes: Lateral connections would consist of new pipe from the property line to the rehabilitated mainline and secured with a flexible saddle to the mainline. Unit price may vary depending on volume of work released for construction.



If the inside diameter of the pipe can be reduced sliplining is an option and the price per liner foot would be similar to the CIPP pricing. RECOMMENDATIONS There are several methods of addressing rehabilitation and repair of sanitary sewer systems including the two noted in this evaluation. After reviewing the CCTV logs and meeting with Glynn County staff; we have concluded that a rehabilitation approach that involves significant capital investment to repair the severe and moderate problems will provide the best solution for this system. Furthermore, this recommendation is based on the experience and evaluation of other systems with concerns similar to those of Glynn County. Basins with similar age of pipeline and materials appear to have the same rate of deterioration. Generally, pipelines in grass easements have roots entering the pipeline through joints, and cause various levels of O&M issues. A summary of the rehabilitation recommendations are as follows:

• Pipe bursting is recommended for pipe segments meeting the following criteria:

o Sags <50% of the pipe diameter o No more than 3 point repairs o The depth of the pipe is <12’ o Pipe diameter is less than 18” o Pipe material is ductile, concrete, cast iron or VCP o Pipe slope is adequate

• Cured in place pipe is recommended for pipe segments meeting the

following criteria: o Sags <50% of the pipe diameter o No structural defects in pipe o Existing pipe is ductile, concrete, cast iron or VCP o No joints are offset >2” o Pipe slope is adequate

• Replacement is recommended for pipe segments meeting the following

criteria: o Sags >50% of pipe diameter o Multiple structural defects o Required pipe size is more than 2 pipe sizes greater than existing

pipe o Pipe slope is less than adequate

Furthermore, pipelines that are made of concrete, vetrified clay, cast iron and ductile iron should be rehabilitated to remove joints from the system to control against roots and infill. The majority of PVC pipe appears to be in good condition



with the exception of surcharging due to obstructions in the downstream pipelines or pump station malfunction. Implementing these recommendations will provide a long term benefit by reducing infiltration and inflow, minimizing overflows and will decrease labor intensive maintenance work.

Basin #Pipe Size

(in.)Pipe

Material(s)

CCTV Length Viewed(

ft.)

Total Basin Transmission

Lines (ft.)

% of Pipe Recommended

for rehabService Laterals

Worst Structural

PACP

Worst O&M PACP Comments

4035 30 PVC 835 0 0 3

Watermarks indicate 50% - 90% water level. (CCTV

downstream lines for signs of surcharge) Deposits

settled fine. (CCTV upstream lines and MH's for

sources of infill)

30 Concrete 952 0 3 5

detached liner, infill runners & gushers, Camera

Underwater - PipeburstBASIN TOTAL 30 1787 15416 12%

4036 15/18 VC/DI/CI 427.2 4727 9% 0 3 4

Open Cut or Pipeburst - Check Depth (heavy

corrosion and encrustation) Heavy flow and may need

to be upsized

Infill Dripper at MH. Seal

JWSC CCTV Observations

24/30 PVC 1188 6070 20% 0 0 3

Infill Dripper at MH. Seal MH at pipe entry, leaking

services connection at mainline connection, signs

of full pipe in some 24" PVCBASIN TOTAL 15/18/24/30 1615.2 10797 15%

4017 12 VC 405.8 1832 22% 1 2 3CIPP (Multiple leaking

joints, cracks) BASIN TOTAL 12 405.8 1832 22%

4107 15 PVC 2296 0 0 5Evidence of full pipe and

heavy grease

12 PVC 194 0 0 4Watermarks at 90% full

pipeBASIN TOTAL 12/15 2490 6457 39%

4021 8 VC 2266 22 0 412 PVC 637 1014 63% 0 0 2

BASIN TOTAL 8/12 2903

Basin #Pipe Size

(in.)Pipe

Material(s)

CCTV Length Viewed(

ft.)


Lines (ft.)



Worst Structural

PACP



4118 12/15 PVC 1433 9212 16% 0 1 3

Settled Deposits, multiple joint offsets medium, Water

marks indicate full pipe. BASIN TOTAL 12/15 1433 9212 16% only received 12" CCTV

4048 8 Concrete 133 1 3 3surface aggregate visible,

infill drippers

8 PVC 380 21 0 3water marks show signs of

pipe surcharge10 PVC 464 1 0 1

BASIN TOTAL 8/10 977

4039 8 PVC 520 3 0 28 VC 51 0 0 4 deposits settled 30%

10 VC/DIP 401 0 0 2

10 VC 1794 0 0 5multiple areas with medium

and heavy roots12 VC 386 0 0 1 CIPP

BASIN TOTAL 8/10/12 3152

4002 18 VCP 508 5928 9% 4 0 5 75% - 90% full pipe

24 CI 1244 2282 55% 0 4 5

Heavy corrosion and tuberculation, deposits

attached encrustaion, 50% - 75% full pipe, obstacles

blocking pipe 50% - Pipeburst or Open Cut

BASIN TOTAL 18/24 1752 8210 21%

4004 18 VC 242 3135 8% 0 0 030 Concrete 1845 4066 45% 0 0 0 Appears to be CIPP

BASIN TOTAL 18/30 2087 7201 29%

4005 30 CIPP 905 1615 56% 0 0 0 Appears to be CIPPBASIN TOTAL 30 905 1615 56%

3114Doesn't appear to be any major transmission lines

BASIN TOTALTOTALS 15378 61754 25%

Basin #Pipe Size

(in.)Pipe

Material(s)

CCTV Length Viewed(

ft.)


Lines (ft.)



Worst Structural

PACP



* Recommendations based on CCTV Data only. Site conditions not verified.

APPENDIX E POPULATION PROJECTIONS SUPPORTING DOCUMENTATION



APPENDIX E – WATER SYSTEM COMPONENT PER CAPITA PROJECTIONS



Per Capita City

Month/Year Monthly Total Gallons (Millions)


Pop. 2007 Per Capita Average Per Capita 150.00

Jan-08 141.17 Jan-08 141.17 28,968.5 157.20Feb-08 128.94 Feb-08 128.94 28,968.5 153.48Mar-08 142.31 Mar-08 142.31 28,968.5 158.47Apr-08 140.79 Apr-08 140.79 28,968.5 162.00May-08 153.18 May-08 153.18 28,968.5 170.58Jun-08 145.27 Jun-08 145.27 28,968.5 167.16Jul-08 148.48 Jul-08 148.48 28,968.5 165.34

Aug-08 138.62 Aug-08 138.62 28,968.5 154.36Sep-08 130.01 Sep-08 130.01 28,968.5 149.60Oct-08 132.09 Oct-08 132.09 28,968.5 147.09Nov-08 129.30 Nov-08 129.30 28,968.5 148.78Dec-08 123.02 Dec-08 123.02 28,968.5 136.99Jan-09 120.11 Jan-09 120.11 28,968.5 133.75

City Total Flow (2008 & 2009) City Per Capita (2008 & 2009)

Feb-09 107.80 Feb-09 107.80 28,968.5 132.91Mar-09 120.43 Mar-09 120.43 28,968.5 134.10Apr-09 119.44 Apr-09 119.44 28,968.5 137.44May-09 126.82 May-09 126.82 28,968.5 141.22Jun-09 129.92 Jun-09 129.92 28,968.5 149.50

Per Capita North

Jan-08 19.407 Jan-08 19.407 6,266.5 99.90Feb-08 18.873 Feb-08 18.873 6,266.5 103.85Mar-08 21.167 Mar-08 21.167 6,266.5 108.96Apr-08 27.017 Apr-08 27.017 6,266.5 143.71May-08 31.953 May-08 31.953 6,266.5 164.48Jun-08 32.391 Jun-08 32.391 6,266.5 172.30Jul-08 31.131 Jul-08 31.131 6,266.5 160.25

Aug-08 27.803 Aug-08 27.803 6,266.5 143.12Sep-08 25.454 Sep-08 25.454 6,266.5 135.40Oct-08 23.560 Oct-08 23.560 6,266.5 121.28Nov-08 21.455 Nov-08 21.455 6,266.5 114.13Dec-08 20.502 Dec-08 20.502 6,266.5 105.54Jan-09 20 206 Jan-09 20 206 6 266 5 104 01

North Per Capita (2008-2009) North Per Capita (2008-2009)

Month/YearWater Production

Monthly Total Gallons (Millions)

Pop. 2007 Per CapitaMonth/Year Monthly Total Gallons (Millions)

Jan-09 20.206 Jan-09 20.206 6,266.5 104.01Feb-09 19.271 Feb-09 19.271 6,266.5 109.83Mar-09 24.539 Mar-09 24.539 6,266.5 126.32Apr-09 23.758 Apr-09 23.758 6,266.5 126.38 Average 128.00May-09 25.130 May-09 25.130 6,266.5 129.36Jun-09 25.416 Jun-09 25.416 6,266.5 135.20

Based on Historical Water Production

Per Capita Exit 29

South Mainland

Average 206.89





Pop. 2007 Per Capita

Jan-08 7.416 Jan-08 7.416 1,469.5 162.79

Feb-08 7.174 Feb-08 7.174 1,469.5 168.34Mar-08 8.701 Mar-08 8.701 1,469.5 191.00Apr-08 10.021 Apr-08 10.021 1,469.5 227.31

May-08 11.675 May-08 11.675 1,469.5 256.29 Percent Residential Residential

Jun-08 11.100 Jun-08 11.100 1,469.5 251.79 of Total Jul-08 9.731 Jul-08 9.731 1,469.5 213.61 36.95% 78.938 gpcd

Aug-08 9.389 Aug-08 9.389 1,469.5 206.10Sep-08 8.750 Sep-08 8.750 1,469.5 198.48 6600000 Total Billings July 2008Oct-08 9.015 Oct-08 9.015 1,469.5 197.89N 08 9 034 N 08 9 034 1 469 5 204 92 P C it B d J l 2008 Billi

Exit 29 Total Flow (2008 & 2009)

Exit 29 Per Capita (2008 & 2009)

Heavy Commercial Water Usage

For July 2008 only 6.6 MG total billed for

Appear to be significant water losses or unbilled

Nov-08 9.034 Nov-08 9.034 1,469.5 204.92 Per Capita Based on July 2008 BillingsDec-08 8.531 Dec-08 8.531 1,469.5 187.27 144.88 gpcdJan-09 9.377 Jan-09 9.377 1,469.5 205.84 Based on North Mainland Historical Numbers Commercial FlowFeb-09 7.385 Feb-09 7.385 1,469.5 179.48 represents 1/3 of total flowMar-09 9.104 Mar-09 9.104 1,469.5 199.85 2112000 gallonsApr-09 9.634 Apr-09 9.634 1,469.5 218.53 2595000 gallonsMay-09 10.294 May-09 10.294 1,469.5 225.97 483000 Reduce July 2008 Billings by this amountJun-09 10.073 Jun-09 10.073 1,469.5 228.49 6117000 gallons July 2008 when reduce comm flow to typical north %

Per Capita 134.28 gpcd

APPENDIX E – WATER SYSTEM COMPONENT POPULATION PROJECTIONS



APPENDIX E – WATER SYSTEM COMPONENT CITY POPULATION PROJECTIONS



City 2009Water Population Projections

Taz # 09 Pop. Estimate

Built Out Basin Zoned Notes Area

1 35.00 Yes L002 GC * Added 14 RES accounts New Town2 60.00 Yes L002 OC * Added 24 RES accounts New Town3 25.00 Yes L002 GC &OC * Added 10 RES accounts Old Town4 117.50 Yes L002 GC & GR * Added 47 RES accounts Old Town5 110.00 Yes L002 GC & GR * Added 44 RES accounts Town Commons6 30.00 Yes L002 GC & GR * Added 12 RES accounts Old Town7 97.50 Yes L002 GC * Added 39 RES accounts Old Town8 20.00 Yes L002 GC &OC * Added 8 RES accounts Old Town9 15.00 Yes L002 GR * Added 6 RES accounts Old Town

10 32.50 Yes L002 GC * Added 13 RES accounts Old Town11 77.50 Yes L002 GC & GR * Added 31 RES accounts Old Town & Downing Place12 17.50 Yes L002 GC * Added 7 RES accounts Old Town13 5.00 Yes L002 GC * Added 2 RES accounts Old Town14 2.50 Yes L002 GC * Added 1 RES accounts Old Town15 7.50 Yes L002 GC * Added 3 RES accounts New Town16 27.50 Yes L035 HC & R9 * Added 11 RES accounts

17 12.50 Yes L035 G/LI, R12, M6, R/M20, & HC

* Added 5 RES accounts Some Sewer & few meters

18 172.50 Yes L035 GI, R6 & MH6 * Added 69 RES accounts Janie Hill, ARCO, DE Franco, Calvery & Dock Junction

19 235.00 Yes L035 GR, R6 & HC * Added 94 RES accounts Brunswick Villas & ARCO20 140.00 Yes None R6 & HC * Added 56 RES accounts Brunswick Villas 21 135.00 Yes L004 R6, GR & HC * Added 54 RES accounts Lawrenceville22 77.50 Yes L004 R6 * Added 31 RES accounts Lawrenceville23 0.00 Yes None GI & LI Use TAZ24 7.50 Yes None HC & LI * Added 3 RES accounts25 467.50 Yes L007/L011 R9 * Added 187 RES accounts26 92.50 Yes L006 R6 & HC * Added 36 RES accounts Brunswick Villas

27 130.00 Yes None R6 & HC * Added 52 RES accounts Brunswick Villas no Sewer, but Water

28 107.50 Yes L005 HC, R6 & GC * Added 43 RES accounts Brunswick Farms & Brunswick Villas28 107.50 Yes L005 HC, R6 & GC Added 43 RES accounts Brunswick Farms & Brunswick Villas

29 660.00 Yes L005 HC, R6 & GR * Added 264 RES accountsBlayton Tract, Bonnie Day, Carver

Heights, Day Tract, Brunswick Villas & Fulk Buhannon

30 90.00 Yes L005 R6 & FA * Added 36 RES accounts Brunswick Villas

31 85.00 Yes None R6 * Added 34 RES accounts Brunswick Villas no Sewer, but Water

32 47.50 Partial L007 R6/9, GC & G/LI * Added 19 RES accounts

33 57.50 Partial L022 HC, GR & R9 * Added 23 RES accounts Brunswick Farms, Coral Park & Cypress Commons

34 70.00 Partial L017 R9, HC & OC * Added 28 RES accounts Lake View & Demere Hammock35 0.00 Yes L006 R9 * College: Added 0 RES accounts36 0.00 Yes L006 R9 * College: Added 0 RES accounts37 235.00 Yes L017 R9, CP, LM * Added 94 RES accounts Good Year Park38 70.00 Yes L017 R9 * Added 28 RES accounts Good Year Park39 215.00 Yes L017 R9 * Added 86 RES accounts Good Year Park40 140.00 Yes L017 R9/12 & HC * Added 56 RES accounts Brunswick Farms & Baker41 370.00 Yes L017 R9 & HC * Added 148 RES accounts Eastview

42 212.50 Yes L017 MED, & R9 * Added 85 RES accounts Day Tract, Lake Forest, Tower Medical Shrine Park & Eastview

43 0.00 Yes L017 MED * Hospital: Added 0 RES accounts Good Year Park

44 277.50 Yes L003 BI * Hercules: Added 111 RES accounts

45 112.50 Yes L017 MED & R9 * Added 45 RES accounts Good Year Park46 397.50 Yes L017 MED, R9 & GR * Added 159 RES accounts Montpelier & Homesite




47 35.00 Yes L017 GR, HC & PDTN * Added 14 RES accounts Montpelier48 190.00 Yes L003 LC & GR * Added 76 RES accounts Perry Park & Town Commons49 247.50 Yes L003 GR & R6 * Added 99 RES accounts Perry Park50 20.00 Yes L003 R6 * Added 8 RES accounts Perry Park51 10.00 Yes L003 GR & LC * Added 4 RES accounts Town Commons52 10.00 Yes L003 CP, GR & HC * Added 4 RES accounts Mayhew53 5.00 Yes L003 HC * Added 2 RES accounts Town Commons54 107.50 Yes L003 HC & R6 * Added 43 RES accounts Dart Tract & Osborne55 120.00 Yes L003 HC & R6 * Added 48 RES accounts Urbana & Dart Tract56 160.00 Yes L003 HC, OC & R6 * Added 64 RES accounts Urbana57 157.50 Yes L003 OC & R6 * Added 63 RES accounts Urbana

58 482.50 Yes L003 GR, CP, & LC * Added 193 RES accounts Mayhew, Perry Park & Town Commons

59 150.00 Yes L003 GR & CP * Added 60 RES accounts Town Commons60 42.50 Yes L002/L003 GR * Added 17 RES accounts Town Commons61 402.50 Yes L002 GR & LC * Added 161 RES accounts Town Commons 62 192.50 Yes L002 GR, OC & HC * Added 77 RES accounts Town Commons & Urbana63 195.00 Yes L002/L003 GR & GC * Added 78 RES accounts New Town 64 457.50 Yes L003 GR & LC * Added 183 RES accounts Town Commons65 42.50 Yes L003 GR & LC * Added 17 RES accounts Town Commons66 27.50 Yes L002 GR & GC * Added 11 RES accounts Town Commons67 90.00 Yes L002 GR * Added 36 RES accounts Town Commons68 52.50 Yes L002 GR, OC & GC * Added 21 RES accounts Town Commons69 70.00 Yes L002 GR & GC Town Commons70 0.00 Yes L002 GR Use TAZ Town Commons71 57.50 Yes L002 GR & GC * Added 23 RES accounts New Town 72 95.00 Yes L002 GR & GC * Added 38 RES accounts New Town & Town Commons73 135.00 Yes L003 GR & GC * Added 54 RES accounts New Town & Town Commons74 172.50 Yes L003/L010 GR & LC * Added 69 RES accounts Town Commons75 500.00 Yes L003/L004 GR & LC * Added 200 RES accounts Town Commons76 87.50 Yes L003 LC * Added 35 RES accounts Town Commons77 15.00 Yes L003 GR * Added 6 RES accounts Town Commons78 20.00 Yes L003 GR * Added 8 RES accounts Town Commons79 105.00 Yes L003 GR * Added 42 RES accounts Town Commons80 147.50 Yes L003 GR & GC * Added 59 RES accounts New Town & Town Commons81 157.50 Partial L004 R6 & GC * Added 63 RES accounts Day Tract & Lawrenceville82 42.50 Yes L004 GI, LC, GR & HC * Added 17 RES accounts Ayres & Day Tract83 192.50 Yes L004 GR, GC, CP, LC & HC * Added 77 RES accounts Washington Heights84 70.00 Yes L004 GI & GC * Added 28 RES accounts Avers, Day Tract & Lawrenceville85 232.50 Yes L004 GI, GC & GR * Added 93 RES accounts86 62.50 Yes L003 R6, GR, OC & LC * Added 25 RES accounts Town Commons87 67.50 Yes L004 R6 * Added 27 RES accounts Lincoln Park88 65.00 Yes L004 R6 & GR * Added 26 RES accounts Lawrenceville89 60.00 Yes L003/L004 R6 & GC * Added 24 RES accounts Day Tract & New Town90 75.00 Yes L003 R6 & GC * Added 30 RES accounts New Town92 160.00 Yes L035 HC, M20, R9, CP & M12 * Added 64 RES accounts93 15.00 Yes L035 BI & R6 * Added 6 RES accounts Some Sewer & few meters94 0.00 Partial L035 HC Use TAZ ARCO95 0.00 Yes None BI Use TAZ

96 215.00 Yes L035 BI, R6, CP, GC & M12 * Added 86 RES accounts ARCO, Lipthratt Island & Brunswick Farms

97 32.50 Yes L035 HC, GI & R6 * Added 13 RES accounts Model Farms98 0.00 Yes L035 CP Use TAZ Cemetary




99 45.00 Yes None HC, R6, GC & LC * Added 18 RES accounts No Sewer, but customers & water mains

100 65.00 Yes L004 R6 & HC * Added 26 RES accounts Lawrenceville101 102.50 Yes L004 R6 & GC * Added 41 RES accounts Lawrenceville102 295.00 Yes L004 GC & R6 * Added 118 RES accounts Peninsula Park & Day Tract103 0.00 Yes L004 CP Cemetery: Use TAZ Cemetary & Park104 2.50 Yes L004 BI * Added 3 RES accounts105 200.00 Yes L003/L004 GR, GC & HC * Added 80 RES accounts Peninsula Park & New Town106 185.00 Yes L003 GC, CP, HC & GR * Added 74 RES accounts New Town 107 242.50 Yes L003 GR, GC, HC & PDTN * Added 97 RES accounts New Town 108 220.00 Yes L003 GR, GC, HC, LC & CP * Added 88 RES accounts New Town 109 7.50 Yes L003 GR & HC * Added 3 RES accounts New Town 110 102.50 Yes L003 GR * Added 41 RES accounts New Town 111 70.00 Yes L002/L003 GC & GR * Added 28 RES accounts New Town 112 30.00 Yes L002 GC & GR * Added 12 RES accounts New Town 113 27.50 Yes L002 GR, OC & GR * Added 11 RES accounts New Town 114 2.50 Yes L002 GC & GR * Added 1 RES accounts New Town 115 2.50 Yes L002 GR & OC * Added 1 RES accounts New Town 116 7.50 Yes L002 BI & CP * Added 3 RES accounts117 33.54 Yes L002 GR, LC & OC * Added 13 RES accounts New Town 118 197.50 Yes L002 GR & OC * Added 79 RES accounts New Town 119 0.00 Yes L002 GC & BI Use TAZ Old Town120 222.50 Yes L002 GR, CP & GP * Added 89 RES accounts Old Town121 115.00 Yes L002 GR & CP * Added 46 RES accounts Old Town122 20.00 Yes L002 GR * Added 8 RES accounts Old Town123 52.50 Yes L002 GR * Added 21 RES accounts Old Town124 125.00 Yes L002 GR & CP * Added 50 RES accounts Old Town125 282.50 Yes L002 GR & BI * Added 113 RES accounts Old Town126 2.50 Yes L002 GC & BI * Added 1 RES accounts Old Town127 182.50 Yes L002 GR, LC & OC * Added 73 RES accounts Town Commons128 47.50 Yes L002 GC, CP & R9 * Added 19 RES accounts Town Commons & Windsor Park129 212.50 Yes L002 GR, LI & GI * Added 85 RES accounts Dixiville130 150.00 Yes L002 GR & GC * Added 60 RES accounts Old Town131 212.50 Yes L002 GR, CP & OC * Added 85 RES accounts Old Town132 27.50 Yes L002 GR * Added 11 RES accounts Old Town133 315.00 Yes L002 GR & CP * Added 126 RES accounts Old Town134 325.00 Yes L002 R9 & CP * Added 130 RES accounts Windsor Park135 0.00 Yes L002 CP * Added 0 RES accounts Windsor Park & Marsh Tract136 300.00 Yes L002 GR & R9 * Added 120 RES accounts137 292.50 Yes L002 GR, CP & LI * Added 117 RES accounts Old Town138 112.50 Yes L002 GR * Added 45 RES accounts Old Town139 110.00 Yes L002 GR & R6 * Added 44 RES accounts Habersham Park140 0.00 Partial L002 CP * Added 0 RES accounts141 80.00 Yes L002 GI, GR & CP * Added 32 RES accounts142 132.50 Yes L001/L002 GR * Added 53 RES accounts Old Town

143 502.50 Yes L001/L002 R6, LC & GR * Added 201 RES accounts Old Town, South End, Davenport Tract & 4.5 Acre Tract

144 20.00 Yes L001 BI &R6 * Added 8 RES accounts




145 50.00 Yes L002 GR & GI * Added 20 RES accounts Old Town146 215.00 Yes L001/L002 R6 * Added 86 RES accounts South End147 192.50 Yes L001 R6 * Added 77 RES accounts South Union & 33 Acre Tract148 5.00 Partial L001 PDG & BI * Added 2 RES accounts Liberty Harbor150 2.50 Yes L001 BI * Added 1 RES accounts South Yard151 2.50 Yes L002 GC * Added 1 RES accounts Old Town152 90.00 Yes L003 GR & HC * Added 36 RES accounts New Town 153 62.50 Yes L003 LC, GR & GC * Added 25 RES accounts New Town 154 32.50 Yes L003 GR * Added 13 RES accounts Town Commons155 0.00 Yes L006 R9 * College: Added 0 RES accounts156 675.00 Yes L043 R9, HC M9, OC & GC * Added 270 RES accounts157 2.50 Partial L004/L035 GC & CP * Added 1 RES accounts158 42.50 Yes L006/L007 R9 * Added 17 RES accounts Magnolia Park159 0.00 Partial L006 GC & R9 Use TAZ Brunswick Farms160 57.50 Yes L011 R9, HC & PDH * Added 23 RES accounts Glynn Plaza & Magnolia Park

161 0.00 Partial L035 GI, GC, LI & R6 No RES accounts Sewer, but no customers or water main

162 0.00 Partial None BI Use TAZ

163 17.50 Partial None BI, R9, M20, LC & HC * Added 7 RES accounts No Sewer, but customers & water mains

164 2.50 Partial L035 R12, CP, HC, R9 & MH * Added 1 RES accounts Private Well 165 0.00 Yes L035 HC & GI * Added 0 RES accounts166 7.50 Partial L011 PDI & HC * Added 3 RES accounts179 2.50 Yes L127 GR & HC * Added 1 RES accounts181 10.00 Partial L036 FC, HC, FA, GR & R9 * Added 4 RES accounts195 195.00 Yes L048 G * Added 78 RES accounts FLETC196 917.50 Yes L048 G & R6 * Added 367 RES accounts FLETC200 1,190.00 Yes L023 R9, LC & GC * Added 476 RES accounts Glynco Annex201 120.00 Partial L048 FA, PD & R12 * Added 48 RES accounts

202 857.50 Yes L023 PDR, R12 & R9 * Added 343 RES accounts Cambro Tract, Palmetto Estate & Glynn Marshy

203 1,250.00 Yes L028 R6 & R12 * Added 500 RES accounts Culligans Landing

204 675.00 Yes L021/L027/L028 OC, HC, R6 & R9 * Added 270 RES accounts Beverly Shores & Country Club

Heights205 602.50 Yes L028 PDG * Added 241 RES accounts Hidden Lakes & Marsh Landing206 242.50 Yes L021 HC, R6 & R9 * Added 97 RES accounts Beverly Shores207 260.00 Yes L021 HC, R9 & MR * Added 104 RES accounts Bristol & Beverly Shores208 1,037.50 Yes L027 R9, GR, MH & PDR * Added 415 RES accounts Bridge Water209 7.50 Yes L021 HC * Added 3 RES accounts Glynn Isles

210 372.50 Yes L043 R6, R12, HC, OC & M20 * Added 149 RES accounts Palm Lakes, Lakewood, Sherwood, Azalea Gardens & Crystal Lake

211 0.00 Yes L022 HC * Added 0 RES accounts Azelea Gardens212 292.50 Yes L021 R9 & HC * Added 117 RES accounts College Park & Brunswick Farms213 255.00 Yes L056 LI, HC GR & PDR * Added 102 RES accounts214 817.50 Yes L021/L056 PDR, R12, GR & MR * Added 327 RES accounts Cypress Run215 2.50 Yes L021 R9, HC & GR * Added 1 RES accounts216 330.00 Partial L044 PDR & PDS * Added 132 RES accounts Sewered, but no customers217 62.50 Partial None R12, M20 R20 & LC * Added 25 RES accounts218 205.00 Partial L044 PDS, MR & PDR * Added 82 RES accounts Glynn Place & Peppertree Crossing219 2.50 Yes L044 GC & PDS * Added 1 RES accounts Mall220 35.00 Partial L021 PDS, GC, HC, MR & OC * Added 14 RES accounts221 72.50 Partial L056 PDS, M20 & MR * Added 29 RES accounts Brunswick Farms

222 425.00 Yes L056 R12, GI, HC, LI M20, & R9 * Added 170 RES accounts Mill Crest, Poplar Lake, Pineview &

Olglebsy Tract




223 7.50 Yes L044 PDS, M20, R12, R20 & GC * Added 3 RES accounts Chapel Crossing

224 2.50 Yes None R9, OC, M20, M6 & R12 * Added 1 RES accounts

225 190.00 Partial L036 FA, LI, FC, R9, M20 & GC * Added 76 RES accounts Sewer, but only a few customers

226 17.50 Partial L036 FA, LI, M9, M20, R9 & FC * Added 7 RES accounts Sewer, but only a few customers

227 5.00 Yes None R12, MH, LC, MH6, R9 & GR * Added 2 RES accounts Sewer in some areas, but private well

& no customers or water mains

228 15.00 Yes L035 R9, R12, MH & M20 * Added 6 RES accounts Sewer in some areas, but private well & no customers or water mains

229 2.58 Yes None HC, R9, M12 & LI * Added 1 RES accounts

230 82.50 Yes None FA, MH & PDR * Added 33 RES accounts No Sewer, but customers & water mains

231 0.00 Yes None PDG, FA & HC * Added 0 RES accounts232 35.00 Partial None M20, HC & R9 * Added 14 RES accounts Some Sewer & few meters233 7.50 Yes None R9, GC & OC * Added 3 RES accounts234 0.00 Yes None R20, HC & GC Use TAZ Center Square235 15.00 Yes None R9, M20, R20 & GR * Added 6 RES accounts240 425.00 Yes L048 HC, PDR, FA, PDS & R12 * Added 170 RES accounts Greyfield Villas, Belle Pointe & 241 565.00 Yes None R12 & CP * Added 266 RES accounts Belle Point East242 12.50 Partial None HC, GR & MR * Added 5 RES accounts243 7.50 Partial None GR, R9 & HC * Added 3 RES accounts244 20.00 Partial L043 R9, CP, HC & M12 * Added 8 RES accounts248 0.00 Yes L003 HC & GC * Added 0 RES accounts Maritime & Hercules249 0.00 Partial None GR & CP * Added 0 RES accounts250 342.50 Yes L017 GR, CP, R9, HC & BI * Added 137 RES accounts Riverside & Oak Park

251 75.00 Partial L017 HC &MH * Added 30 RES accounts Brunswick Farms & Marshview Apt

335 112 50 Y L036 R9 R12 FA LI LC & HC * Add d 45 RES t S ti St t l O k335 112.50 Yes L036 R9, R12, FA, LI, LC & HC * Added 45 RES accounts Septic -- Stately Oaks

336 300.00 Yes L036 R6, R12, R9 & FC * Added 120 RES accounts Septic -- Glynn Heights & Glen Meadows

337 112.50 Yes L036 FC, R12 & PD * Added 45 RES accounts Septic -- River Bend

338 0.00 Yes None HC, M20, LC, R9, FA & LI * Added 0 RES accounts

372 140.00 Yes L056 PDR * Added 56 RES accounts Moss Creek Villas373 7.50 Yes L021 PDS * Added 3 RES accounts Village at Glynn Place

374 20.00 Partial None HC, R12, R20, LC & FA * Added 8 RES accounts No Sewer, but customers & water mains

09 Pop. Estimate

Total 31,246.12

* If projection was zero then used RES #'s for missing data. RES #'s came from

billing data. Per 1 RES account, 2.5 residents were added to overall

population projection.

City 2014 Population Projections


Built Out

Basin Zoned Notes Area Name

1 0 Yes L002 GC No Change from Base New Town2 0 Yes L002 OC No Change from Base New Town3 0 Yes L002 GC &OC No Change from Base Old Town4 0 Yes L002 GC & GR No Change from Base Old Town5 0 Yes L002 GC & GR No Change from Base Town Commons6 0 Yes L002 GC & GR No Change from Base Old Town7 0 Yes L002 GC No Change from Base Old Town8 0 Yes L002 GC &OC No Change from Base Old Town9 0 Yes L002 GR No Change from Base Old Town10 0 Yes L002 GC No Change from Base Old Town11 0 Yes L002 GC & GR No Change from Base Old Town & Downing Place12 0 Yes L002 GC No Change from Base Old Town13 0 Yes L002 GC No Change from Base Old Town14 0 Yes L002 GC No Change from Base Old Town15 0 Yes L002 GC No Change from Base New Town16 0 Yes L035 HC & R9 No Change from Base

17 208 Yes L035 G/LI, R12, M6, R/M20, & HC Were 10 from Base, so added 83 Res Accounts

18 0 Yes L035 GI, R6 & MH6 No Change from Base Janie Hill, ARCO, DE Franco, Calvery & Dock Junction

19 0 Yes L035 GR, R6 & HC No Change from Base Brunswick Villas & ARCO20 0 Yes None R6 & HC No Change from Base Brunswick Villas 21 0 Yes L004 R6, GR & HC No Change from Base Lawrenceville22 0 Yes L004 R6 No Change from Base Lawrenceville23 0 Yes None GI & LI No Change from Base24 0 Yes None HC & LI No Change from Base25 0 Yes L007/L011 R9 No Change from Base26 0 Yes 4006 R6 & HC No Change from Base Brunswick Villas

27 0.00 Yes None R6 & HC No Change from Base Brunswick Villas no Sewer, but Water

28 0 Yes L005 HC, R6 & GC No Change from Base Brunswick Farms & Brunswick Villas

29 0 Yes L005 HC, R6 & GR No Change from BaseBlayton Tract, Bonnie Day, Carver


30 0 Yes L005 R6 & FA No Change from Base Brunswick Villas

31 0 Yes None R6 No Change from Base No Sewer, but customers and water mains

32 0 Partial L007 R6/9, GC & G/LI No Change from Base

33 0 Partial L022 HC, GR & R9 No Change from Base Brunswick Farms, Coral Park & Cypress Commons

34 53 Partial L017 R9, HC & OC Were 28 from Base, so added 21 Res Accounts

Lake View and Demere Hammock

35 0 Yes L006 R9 No Change from Base36 0 Yes L006 R9 No Change from Base37 0 Yes L017 R9, CP, LM No Change from Base Good Year Park38 0 Yes L017 R9 No Change from Base Good Year Park39 0 Yes L017 R9 No Change from Base Good Year Park40 0 Yes L017 R9/12 & HC No Change from Base Brunswick Farms & Baker41 0 Yes L017 R9 & HC No Change from Base Eastview

42 0 Yes L017 MED, & R9 No Change from Base Day Tract, Lake Forest, Tower Medical Shrine Park & Eastview

43 0 Yes L017 MED No Change from Base Good Year Park44 0 Yes L003 BI No Change from Base45 0 Yes L017 MED & R9 No Change from Base Good Year Park46 0 Yes L017 MED, R9 & GR No Change from Base Montpelier & Homesite47 75 Yes L017 GR, HC & PDTN * Added 30 RES accounts Montpelier48 0 Yes L003 LC & GR No Change from Base Perry Park & Town Commons49 0 Yes L003 GR & R6 No Change from Base Perry Park50 0 Yes L003 R6 No Change from Base Perry Park



Built Out


51 0 Yes L003 GR & LC No Change from Base Town Commons52 0 Yes L003 CP, GR & HC No Change from Base Mayhew53 0 Yes L003 HC No Change from Base Town Commons54 0 Yes L003 HC & R6 No Change from Base Dart Tract & Osborne55 0 Yes L003 HC & R6 No Change from Base Urbana & Dart Tract56 0 Yes L003 HC, OC & R6 No Change from Base Urbana57 0 Yes L003 OC & R6 No Change from Base Urbana

58 0 Yes L003 GR, CP, & LC No Change from Base Mayhew, Perry Park and Town Commons

59 0 Yes L003 GR & CP No Change from Base Town Commons60 0 Yes L002/L003 GR No Change from Base Town Commons61 0 Yes L002 GR & LC No Change from Base Town Commons 62 0 Yes L002 GR, OC & HC No Change from Base Town Commons & Urbana63 0 Yes L002/L003 GR & GC No Change from Base New Town 64 0 Yes L003 GR & LC No Change from Base Town Commons65 0 Yes L003 GR & LC No Change from Base Town Commons66 0 Yes L002 GR & GC No Change from Base Town Commons67 0 Yes L002 GR No Change from Base Town Commons68 0 Yes L002 GR, OC & GC No Change from Base Town Commons69 0 Yes L002 GR & GC No Change from Base Town Commons70 0 Yes L002 GR No Change from Base Town Commons71 0 Yes L002 GR & GC No Change from Base New Town 72 0 Yes L002 GR & GC No Change from Base New Town & Town Commons73 0 Yes L003 GR & GC No Change from Base New Town & Town Commons74 0 Yes L003/L010 GR & LC No Change from Base Town Commons75 0 Yes L003/L004 GR & LC No Change from Base Town Commons76 0 Yes L003 LC No Change from Base Town Commons77 0 Yes L003 GR No Change from Base Town Commons78 0 Yes L003 GR No Change from Base Town Commons79 0 Yes L003 GR No Change from Base Town Commons80 0 Yes L003 GR & GC No Change from Base New Town & Town Commons81 0 Partial L004 R6 & GC No Change from Base Day Tract & Lawrenceville82 0 Y L004 GI LC GR & HC N Ch f B A & D T t82 0 Yes L004 GI, LC, GR & HC No Change from Base Ayres & Day Tract83 0 Yes L004 GR, GC, CP, LC & HC No Change from Base Washington Heights

84 0 Yes L004 GI & GC No Change from Base Avers, Day Tract & Lawrenceville

85 0 Yes L004 GI, GC & GR No Change from Base86 0 Yes L003 R6, GR, OC & LC No Change from Base Town Commons87 0 Yes L004 R6 No Change from Base Lincoln Park88 0 Yes L004 R6 & GR No Change from Base Lawrenceville89 0 Yes L003/L004 R6 & GC No Change from Base Day Tract & New Town90 0 Yes L003 R6 & GC No Change from Base New Town92 0 Yes L035 HC, M20, R9, CP & M12 No Change from Base93 185 Yes L035 BI & R6 * Added 74 RES accounts ARCO94 0 Partial L035 HC No Change from Base ARCO95 0 Yes None BI No Change from Base

96 0 Yes L035 BI, R6, CP, GC & M12 No Change from Base ARCO, Lipthratt Island & Brunswick Farms

97 0 Yes L035 HC, GI & R6 Model Farms98 0 Yes L035 CP No Change from Base

99 38 Yes None HC, R6, GC & LC * Added 15 RES accounts No Sewer, but customers and water mains

100 0 Yes L004 R6 & HC No Change from Base Lawrenceville101 0 Yes L004 R6 & GC No Change from Base Lawrenceville102 0 Yes L004 GC & R6 No Change from Base Peninsula Park & Day Tract103 0 Yes L004 CP No Change from Base104 0 Yes L004 BI No Change from Base WWTP105 0 Yes L003/L004 GR, GC & HC No Change from Base Peninsula Park & New Town106 0 Yes L003 GC, CP, HC & GR No Change from Base New Town 107 0 Yes L003 GR, GC, HC & PDTN No Change from Base New Town 108 0 Yes L003 GR, GC, HC, LC & CP No Change from Base New Town



Built Out


109 0 Yes L003 GR & HC No Change from Base New Town 110 0 Yes L003 GR No Change from Base New Town 111 0 Yes L002/L003 GC & GR No Change from Base New Town 112 0 Yes L002 GC & GR No Change from Base New Town 113 0 Yes L002 GR, OC & GR No Change from Base New Town 114 0 Yes L002 GC & GR No Change from Base New Town 115 0 Yes L002 GR & OC No Change from Base New Town 116 0 Yes L002 BI & CP No Change from Base117 0 Yes L002 GR, LC & OC No Change from Base New Town 118 0 Yes L002 GR & OC No Change from Base New Town 119 0 Yes L002 GC & BI No Change from Base Old Town120 0 Yes L002 GR, CP & GP No Change from Base Old Town121 0 Yes L002 GR & CP No Change from Base Old Town122 0 Yes L002 GR No Change from Base Old Town123 0 Yes L002 GR No Change from Base Old Town124 0 Yes L002 GR & CP No Change from Base Old Town125 0 Yes L002 GR & BI No Change from Base Old Town126 0 Yes L002 GC & BI No Change from Base Old Town127 0 Yes L002 GR, LC & OC No Change from Base Town Commons128 0 Yes L002 GC, CP & R9 No Change from Base Town Commons & Windsor Park129 0 Yes L002 GR, LI & GI No Change from Base Dixiville130 0 Yes L002 GR & GC No Change from Base Old Town131 0 Yes L002 GR, CP & OC No Change from Base Old Town132 0 Yes L002 GR No Change from Base Old Town133 0 Yes L002 GR & CP No Change from Base Old Town134 0 Yes L002 R9 & CP No Change from Base Windsor Park135 0 Yes L002 CP No Change from Base Windsor Park & Marsh Tract136 300 Yes L002 GR & R9 * Added 120 RES accounts137 0 Yes L002 GR, CP & LI No Change from Base Old Town138 0 Yes L002 GR No Change from Base Old Town139 0 Yes L002 GR & R6 No Change from Base Habersham Park140 0 Partial L002 CP No Change from Base141 20 Y L002 GI GR & CP * Add d 8 RES t141 20 Yes L002 GI, GR & CP * Added 8 RES accounts142 0 Yes L001/L002 GR No Change from Base Old Town

143 0 Yes L001/L002 R6, LC & GR No Change from Base Old Town, South End, Davenport Tract & 4.5 Acre Tract

144 0 Yes L001 BI &R6 No Change from Base145 0 Yes L002 GR & GI No Change from Base Old Town146 0 Yes L001/L002 R6 No Change from Base South End147 0 Yes L001 R6 No Change from Base South Union and 33 Acre Tract

148 2,775 Partial L001 PDG & BI Liberty Harbor: 224 Lots @ 2.5 Residents/HH

Liberty Harbor

150 0 Yes L001 BI No Change from Base South Yard151 0 Yes L002 GC No Change from Base Old Town152 0 Yes L003 GR & HC No Change from Base New Town 153 0 Yes L003 LC, GR & GC No Change from Base New Town 154 0 Yes L003 GR No Change from Base Town Commons155 0 Yes L006 R9 No Change from Base156 0 Yes L043 R9, HC M9, OC & GC No Change from Base157 0 Partial L035/L004 GC & CP No Change from Base158 0 Yes L006/L007 R9 No Change from Base Magnolia Park159 0 Partial L006 GC & R9 No Change from Base Brunswick Farms160 0 Yes L011 R9, HC & PDH No Change from Base Glynn Plaza & Magnolia Park

161 50.00 Partial L035 GI, GC, LI & R6 * Added 20 RES accounts Courson to be serviced with water

162 0 Partial None BI No Change from Base



Built Out


163 308 Partial None BI, R9, M20, LC & HC * Added 123 RES accounts Dock Junction to be serviced with water

164 0 Yes L035 R12, CP, HC, R9 & MH No Change from Base Private Well165 0 Yes L035 HC & GI No Change from Base166 153 Partial L011 PDI & HC * Added 61 RES accounts179 0 Yes L127 GR & HC * Added 0 RES accounts

181 175 Partial L036 FC, HC, FA, GR & R9 * Added 65 RES accounts Assuming water mains will be added

195 0 Yes L048 G COM FLETC196 113 Yes L048 G & R6 * Added 45 RES accounts FLETC200 0 Yes L023 R9, LC & GC No Change from Base Glynco Annex201 0 Partial L048 FA, PD & R12 No Change from Base

202 0 Yes L023 PDR, R12 & R9 No Change from Base Cambro Tract, Palmetto Estate & Glynn Marsh

203 0 Yes L028 R6 & R12 No Change from Base Culligans Landing

204 0 Yes L021/L027/L028

OC, HC, R6 & R9 No Change from Base Beverly Shores & Country Club Heights

205 0 Yes L028 PDG No Change from Base Hidden Lakes & Marsh Landing206 0 Yes L021 HC, R6 & R9 No Change from Base Beverly Shores207 0 Yes L021 HC, R9 & MR No Change from Base Bristol & Beverly Shores208 0 Yes L027 R9, GR, MH & PDR No Change from Base Bridge Water209 0 Yes L021 HC No Change from Base Glynn Isles210 4 Yes L043 R6, R12, HC, OC & M20 * Added 2 RES accounts Palm Lakes211 0 Yes L022 HC No Change from Base Azelea Gardens212 0 Yes L021 R9 & HC No Change from Base College Park & Brunswick Farms213 0 Yes L056 LI, HC GR & PDR No Change from Base214 0 Yes L021/L056 PDR, R12, GR & MR No Change from Base Cypress Run215 0 Yes L021 R9, HC & GR No Change from Base216 409 Partial L044 PDR & PDS Use TAZ Glynn Place217 0 Partial None R12, M20 R20 & LC No Change from Base

218 0 Partial L044 PDS, MR & PDR No Change from Base Glynn Place & Peppertree Crossing

219 0 Y L044 GC & PDS N Ch f B M ll219 0 Yes L044 GC & PDS No Change from Base Mall220 0 Partial L021 PDS, GC, HC, MR & OC No Change from Base221 0 Partial L056 PDS, M20 & MR No Change from Base Brunswick Farms222 0 Yes L056 R12, GI, HC, LI M20, & R9 No Change from Base Mill Crest223 308 Yes L044 PDS, M20, R12, R20 & GC * Added 123 RES accounts Chapel Crossing224 100 Yes None R9, OC, M20, M6 & R12 * Added 40 RES accounts Helveston Oaks and Pine Forest

225 151 Partial L036 FA, LI, FC, R9, M20 & GC Use TAZ Plan to add water in future (Used TAZ (similar to sewer))

226 58 Partial L036 FA, LI, M9, M20, R9 & FC Took 1/2 TAZ Plan to add water in future (Used 1/2 TAZ (similar to sewer))

227 90.00 Yes None R12, MH, LC, MH6, R9 & GR * Added 36 RES accounts Chapel Park and Breeckin Ridge to be serviced with water

228 450.00 Yes L035 R9, R12, MH & M20 * Added 120 RES accountsCoxville, Yellow Bluff Estate,

Vinson Tract and Pine Ridge to be serviced with water

229 88 Yes None HC, R9, M12 & LI * Added 35 RES accountsGlynnwood Estates and Yellow Bluff Estates to be serviced with

water

230 125 Yes None FA, MH & PDR * Added 50 RES accountsGlover Place, J.O. Kinchen Estates and Parkwood to be serviced with

water231 0 Yes None PDG, FA & HC No Change from Base232 0 Partial None M20, HC & R9 No Change from Base233 70 Yes None R9, GC & OC * Added 28 RES accounts Kinstle to be serviced with water234 0 Yes None R20, HC & GC No Change from Base Center Square



Built Out


235 163 Yes None R9, M20, R20 & GR * Added 65 RES accounts Bel Air Estates & Canal Landing to be serviced with water

240 175 Yes L048 HC, PDR, FA, PDS & R12 Use TAZ Greyfield Villas, Belle Pointe & Powers Landing

241 0 Yes None R12 & CP No Change from Base Belle Point East242 130 Partial None HC, GR & MR * Added 52 RES accounts243 45 Partial None GR, R9 & HC * Added 18 RES accounts244 38 Partial L043 R9, CP, HC & M12 * Added 15 RES accounts248 0 Yes L003 HC & GC No Change from Base Maritime & Hercules249 50 Partial None GR & CP * Added 20 RES accounts Will have water service in future250 383 Yes L017 GR, CP, R9, HC & BI No Change from Base Riverside & Oak Park

251 0 Partial L017 HC &MH No Change from Base Brunswick Farms & Marshview Apt

335 565.00 Yes L036 R9, R12, FA, LI, LC & HC * Added 226 RES accounts

Clover Heights, Sherman Smith, Highland Park, Oaks Bluff Oak Acres and SAPP Estates to be

serviced with water

336 307.50 Yes L036 R6, R12, R9 & FC * Added 123RES accounts Glynndale Gardens to be serviced with water

337 0.00 Yes L036 FC, R12 & PD No Change from Base Septic -- River Bend

338 550.00 Yes None HC, M20, LC, R9, FA & LI * Added 220 RES accountsElis Point, Parade Rest, CJ

ANderson Estate and Dennard Land to be serviced with water

372 153 Yes L056 PDR * Added 61 RES accounts Moss Creek Villas373 0 Yes L021 PDS No Change from Base Village at Glynn Place

374 0 Partial None HC, R12, R20, LC & FA No Change from Base No Sewer, but customers and water mains

Taz 14 Estimate

Total 8,860.00

* If projection was zero then used COM & RES #'s for missing data. COM &

RES #'s came from billing data. Per 1 RES account, 2.5 residents were added

to overall population projection.

City Basin Flow Projections: Base

City 138.00 MDF Factor 1.54Per Capita PHF Factor 2.22

TAZ # Population ADF (gpd) MDF (gpd) PHF (gpm) Zoning Notes1 32.50 4,485.00 6,906.90 6.91 GC Developed - Existing Water, Sewer & Customers2 57.50 7,935.00 12,219.90 12.23 OC Developed - Existing Water, Sewer & Customers3 25.00 3,450.00 5,313.00 5.32 GC &OC Developed - Existing Water, Sewer & Customers4 64.00 8,832.00 13,601.28 13.62 GC & GR Developed - Existing Water, Sewer & Customers5 104.00 14,352.00 22,102.08 22.13 GC & GR Developed - Existing Water, Sewer & Customers6 12.00 1,656.00 2,550.24 2.55 GC & GR Developed - Existing Water, Sewer & Customers7 85.00 11,730.00 18,064.20 18.08 GC Developed - Existing Water, Sewer & Customers8 17.50 2,415.00 3,719.10 3.72 GC &OC Developed - Existing Water, Sewer & Customers9 13.00 1,794.00 2,762.76 2.77 GR Developed - Existing Water, Sewer & Customers

10 32.50 4,485.00 6,906.90 6.91 GC Developed - Existing Water, Sewer & Customers11 44.00 6,072.00 9,350.88 9.36 GC & GR Developed - Existing Water, Sewer & Customers12 20.00 2,760.00 4,250.40 4.26 GC Developed - Existing Water, Sewer & Customers13 5.00 690.00 1,062.60 1.06 GC Developed - Existing Water, Sewer & Customers14 2.50 345.00 531.30 0.53 GC Developed - Existing Water, Sewer & Customers15 5.00 690.00 1,062.60 1.06 GC Developed - Existing Water, Sewer & Customers16 27.00 3,726.00 5,738.04 5.74 HC & R9 Developed - Existing Water, Sewer & Customers17 25.00 3,450.00 5,313.00 5.32 G/LI, R12, M6, R/M20, & HC 18 184.00 25,392.00 39,103.68 39.15 GI, R6 & MH6 Developed - Existing Water, Sewer & Customers19 219.00 30,222.00 46,541.88 46.59 GR, R6 & HC Developed - Existing Water, Sewer & Customers20 154.00 21,252.00 32,728.08 32.76 R6 & HC Developed - Existing Water, Sewer & Customers21 81.00 11,178.00 17,214.12 17.23 R6, GR & HC Developed - Existing Water, Sewer & Customers22 71.00 9,798.00 15,088.92 15.11 R6 & HC Developed - Existing Water, Sewer & Customers23 0.00 0.00 GI & LI COM24 1.00 138.00 212.52 0.21 HC & LI COM25 601.00 82,938.00 127,724.52 127.86 R9 Developed - Existing Water, Sewer & Customers26 73.00 10,074.00 15,513.96 15.53 R6 & HC Developed - Existing Water, Sewer & Customers27 150.00 20,700.00 31,878.00 31.91 R6 & HC Developed - Existing Water and Customers (Add Population)28 52.00 7,176.00 11,051.04 11.06 HC, R6 & GC Developed - Existing Water, Sewer & Customers29 542.00 74,796.00 115,185.84 115.31 HC, R6 & GR Developed - Existing Water, Sewer & Customers30 105.00 14,490.00 22,314.60 22.34 R6 & FA Developed - Existing Water, Sewer & Customers31 67.50 9,315.00 14,345.10 14.36 R6 Developed - Existing Water and Customers (Add Population)32 42.00 5,796.00 8,925.84 8.94 R6/9, GC & G/LI Partially Developed - Existing Water, Sewer & Customers33 50.00 6,900.00 10,626.00 10.64 HC, GR & R9 Developed - Existing Water, Sewer & Customers34 70.00 9,660.00 14,876.40 14.89 R9, HC & OC Developed - Existing Water and Customers (Add Population)35 0.00 0.00 R9 College36 0.00 0.00 R9 College37 204.00 28,152.00 43,354.08 43.40 R9, CP, LM Developed - Existing Water, Sewer & Customers38 80.00 11,040.00 17,001.60 17.02 R9 Developed - Existing Water, Sewer & Customers39 210.00 28,980.00 44,629.20 44.68 R9 Developed - Existing Water, Sewer & Customers40 140.00 19,320.00 29,752.80 29.79 R9/12 & HC Developed - Existing Water, Sewer & Customers41 359.00 49,542.00 76,294.68 76.38 R9 & HC Developed - Existing Water, Sewer & Customers42 367 00 50 646 00 77 994 84 78 08 MED & R9 Developed - Existing Water Sewer & Customers

City

42 367.00 50,646.00 77,994.84 78.08 MED, & R9 Developed - Existing Water, Sewer & Customers43 0.00 0.00 MED Hospital -- Private Well 44 307.50 42,435.00 65,349.90 65.42 BI Developed - Existing Water, Sewer & Customers45 97.00 13,386.00 20,614.44 20.64 MED & R9 Developed - Existing Water, Sewer & Customers46 323.00 44,574.00 68,643.96 68.72 MED, R9 & GR Developed - Existing Water, Sewer & Customers47 91.00 12,558.00 19,339.32 19.36 GR, HC & PDTN Developed - Existing Water, Sewer & Customers48 220.00 30,360.00 46,754.40 46.81 LC & GR Developed - Existing Water, Sewer & Customers49 207.00 28,566.00 43,991.64 44.04 GR & R6 Developed - Existing Water, Sewer & Customers50 41.00 5,658.00 8,713.32 8.72 R6 Developed - Existing Water, Sewer & Customers51 69.00 9,522.00 14,663.88 14.68 GR & LC Developed - Existing Water, Sewer & Customers52 30.00 4,140.00 6,375.60 6.38 CP, GR & HC Developed - Existing Water, Sewer & Customers53 5.00 690.00 1,062.60 1.06 HC Developed - Existing Water, Sewer & Customers54 118.00 16,284.00 25,077.36 25.10 HC & R6 Developed - Existing Water, Sewer & Customers55 94.00 12,972.00 19,976.88 20.00 HC & R6 Developed - Existing Water, Sewer & Customers56 184.00 25,392.00 39,103.68 39.15 HC, OC & R6 Developed - Existing Water, Sewer & Customers57 193.00 26,634.00 41,016.36 41.06 OC & R6 Developed - Existing Water, Sewer & Customers58 417.00 57,546.00 88,620.84 88.72 GR, CP, & LC Developed - Existing Water, Sewer & Customers59 130.00 17,940.00 27,627.60 27.66 GR & CP Developed - Existing Water, Sewer & Customers60 38.00 5,244.00 8,075.76 8.08 GR Developed - Existing Water, Sewer & Customers61 278.00 38,364.00 59,080.56 59.14 GR & LC Developed - Existing Water, Sewer & Customers62 172.00 23,736.00 36,553.44 36.59 GR, OC & HC Developed - Existing Water, Sewer & Customers63 62.00 8,556.00 13,176.24 13.19 GR & GC Developed - Existing Water, Sewer & Customers64 414.00 57,132.00 87,983.28 88.08 GR & LC Developed - Existing Water, Sewer & Customers65 28.00 3,864.00 5,950.56 5.96 GR & LC Developed - Existing Water, Sewer & Customers66 14.00 1,932.00 2,975.28 2.98 GR & GC Developed - Existing Water, Sewer & Customers67 80.00 11,040.00 17,001.60 17.02 GR Developed - Existing Water, Sewer & Customers68 41.00 5,658.00 8,713.32 8.72 GR, OC & GC Developed - Existing Water, Sewer & Customers69 64.00 8,832.00 13,601.28 13.62 GR & GC Developed - Existing Water, Sewer & Customers70 0.00 0.00 0.00 0.00 GR Private Well & Built Out71 92.00 12,696.00 19,551.84 19.57 GR & GC Developed - Existing Water, Sewer & Customers72 98.00 13,524.00 20,826.96 20.85 GR & GC Developed - Existing Water, Sewer & Customers73 124.00 17,112.00 26,352.48 26.38 GR & GC Developed - Existing Water, Sewer & Customers74 131.00 18,078.00 27,840.12 27.87 GR & LC Developed - Existing Water, Sewer & Customers75 265.00 36,570.00 56,317.80 56.38 GR & LC Developed - Existing Water, Sewer & Customers76 87.50 12,075.00 18,595.50 18.62 LC Developed - Existing Water, Sewer & Customers


City 138.00 MDF Factor 1.5477 12.00 1,656.00 2,550.24 2.55 GR Developed - Existing Water, Sewer & Customers78 22.50 3,105.00 4,781.70 4.79 GR Developed - Existing Water, Sewer & Customers79 90.00 12,420.00 19,126.80 19.15 GR Developed - Existing Water, Sewer & Customers80 116.00 16,008.00 24,652.32 24.68 GR & GC Developed - Existing Water, Sewer & Customers81 201.00 27,738.00 42,716.52 42.76 R6 & GC Developed - Existing Water, Sewer & Customers82 103.00 14,214.00 21,889.56 21.91 GI, LC, GR & HC Developed - Existing Water, Sewer & Customers83 200.00 27,600.00 42,504.00 42.55 GR, GC, CP, LC & HC Developed - Existing Water, Sewer & Customers84 67.50 9,315.00 14,345.10 14.36 GI & GC Developed - Existing Water, Sewer & Customers85 227.50 31,395.00 48,348.30 48.40 GI, GC & GR Developed - Existing Water, Sewer & Customers86 186.00 25,668.00 39,528.72 39.57 R6, GR, OC & LC Developed - Existing Water, Sewer & Customers87 30.00 4,140.00 6,375.60 6.38 R6 Developed - Existing Water, Sewer & Customers88 38.00 5,244.00 8,075.76 8.08 R6 & GR Developed - Existing Water, Sewer & Customers89 69.00 9,522.00 14,663.88 14.68 R6 & GC Developed - Existing Water, Sewer & Customers90 117.00 16,146.00 24,864.84 24.89 R6 & GC Developed - Existing Water, Sewer & Customers92 145.00 20,010.00 30,815.40 30.85 HC, M20, R9, CP & M12 No Sewer, but water in some areas 93 12.50 1,725.00 2,656.50 2.66 BI & R6 Some Sewer and few meters94 0.00 0.00 HC No Sewer, Water or Customers95 0.00 0.00 BI Private Well96 317.00 43,746.00 67,368.84 67.44 BI, R6, CP, GC & M1297 49.00 6,762.00 10,413.48 10.42 HC, GI & R6 Developed - Existing Water, Sewer & Customers98 0.00 0.00 CP No Water or Sewer 99 12.50 1,725.00 2,656.50 2.66 HC, R6, GC & LC No Sewer, but customers and water mains100 103.00 14,214.00 21,889.56 21.91 R6 & HC Developed - Existing Water, Sewer & Customers101 78.00 10,764.00 16,576.56 16.59 R6 & GC Developed - Existing Water, Sewer & Customers102 212.00 29,256.00 45,054.24 45.10 GC & R6 Developed - Existing Water, Sewer & Customers103 0.00 0.00 CP Cemetary -- Private Well104 0.00 0.00 BI WWTP105 178.00 24,564.00 37,828.56 37.87 GR, GC & HC Developed - Existing Water, Sewer & Customers106 190.00 26,220.00 40,378.80 40.42 GC, CP, HC & GR Developed - Existing Water, Sewer & Customers107 231.00 31,878.00 49,092.12 49.15 GR, GC, HC & PDTN Developed - Existing Water, Sewer & Customers108 187.00 25,806.00 39,741.24 39.78 GR, GC, HC, LC & CP Developed - Existing Water, Sewer & Customers109 24.00 3,312.00 5,100.48 5.11 GR & HC Developed - Existing Water, Sewer & Customers110 74.00 10,212.00 15,726.48 15.74 GR Developed - Existing Water, Sewer & Customers111 36.00 4,968.00 7,650.72 7.66 GC & GR Developed - Existing Water, Sewer & Customers112 26.00 3,588.00 5,525.52 5.53 GC & GR Developed - Existing Water, Sewer & Customers113 29.00 4,002.00 6,163.08 6.17 GR, OC & GR Developed - Existing Water, Sewer & Customers114 2.50 345.00 531.30 0.53 GC & GR Developed - Existing Water, Sewer & Customers115 283.00 39,054.00 60,143.16 60.21 GR & OC Developed - Existing Water, Sewer & Customers116 7.50 1,035.00 1,593.90 1.60 BI & CP Developed - Existing Water, Sewer & Customers117 95.00 13,110.00 20,189.40 20.21 GR, LC & OC Developed - Existing Water, Sewer & Customers118 120.00 16,560.00 25,502.40 25.53 GR & OC Developed - Existing Water, Sewer & Customers119 0.00 0.00 0.00 0.00 GC & BI COM120 196.00 27,048.00 41,653.92 41.70 GR, CP & GP Developed - Existing Water, Sewer & Customers121 93.00 12,834.00 19,764.36 19.79 GR & CP Developed - Existing Water, Sewer & Customers122 23 00 3 174 00 4 887 96 4 89 GR Developed - Existing Water Sewer & Customers122 23.00 3,174.00 4,887.96 4.89 GR Developed - Existing Water, Sewer & Customers123 39.00 5,382.00 8,288.28 8.30 GR Developed - Existing Water, Sewer & Customers124 166.00 22,908.00 35,278.32 35.32 GR & CP Developed - Existing Water, Sewer & Customers125 234.00 32,292.00 49,729.68 49.78 GR & BI Developed - Existing Water, Sewer & Customers126 7.00 966.00 1,487.64 1.49 GC & BI COM127 184.00 25,392.00 39,103.68 39.15 GR, LC & OC Developed - Existing Water, Sewer & Customers128 32.00 4,416.00 6,800.64 6.81 GC, CP & R9 Developed - Existing Water, Sewer & Customers129 208.00 28,704.00 44,204.16 44.25 GR, LI & GI Partially Developed - Existing Water, Sewer & Customers130 150.00 20,700.00 31,878.00 31.91 GR & GC Developed - Existing Water, Sewer & Customers131 218.00 30,084.00 46,329.36 46.38 GR, CP & OC Developed - Existing Water, Sewer & Customers132 53.00 7,314.00 11,263.56 11.28 GR Developed - Existing Water, Sewer & Customers133 298.00 41,124.00 63,330.96 63.40 GR & CP Developed - Existing Water, Sewer & Customers134 276.00 38,088.00 58,655.52 58.72 R9 & CP Developed - Existing Water, Sewer & Customers135 2.50 345.00 531.30 0.53 CP Undeveloped/Conservation136 60.00 8,280.00 12,751.20 12.77 GR & R9 Partially Developed - Existing Water, Sewer & Customers137 360.00 49,680.00 76,507.20 76.59 GR, CP & LI Developed - Existing Water, Sewer & Customers138 304.00 41,952.00 64,606.08 64.68 GR Developed - Existing Water, Sewer & Customers139 0.00140 0.00 0.00 CP Undeveloped/Conservation141 75.00 10,350.00 15,939.00 15.96 GI, GR & CP Partially Developed - Existing Water, Sewer & Customers142 165.00 22,770.00 35,065.80 35.10 GR Developed - Existing Water, Sewer & Customers143 460.00 63,480.00 97,759.20 97.87 R6, LC & GR Developed - Existing Water, Sewer & Customers144 17.00 2,346.00 3,612.84 3.62 BI &R6 Developed - Existing Water, Sewer & Customers145 48.00 6,624.00 10,200.96 10.21 GR & GI Developed - Existing Water, Sewer & Customers146 203.00 28,014.00 43,141.56 43.19 R6 Developed - Existing Water, Sewer & Customers147 192.00 26,496.00 40,803.84 40.85 R6 Developed - Existing Water, Sewer & Customers148 0.00 0.00 0.00 0.00 PDG & BI Undeveloped -- Planned Water and Sewer150 2.50 345.00 531.30 0.53 BI Private Well and No Sewer or Customers151 0.00 0.00 0.00 0.00 GC COM152 98.00 13,524.00 20,826.96 20.85 GR & HC Developed - Existing Water, Sewer & Customers153 67.00 9,246.00 14,238.84 14.25 LC, GR & GC Developed - Existing Water, Sewer & Customers154 40.00 5,520.00 8,500.80 8.51 GR Developed - Existing Water, Sewer & Customers155 0.00 0.00 0.00 0.00 R9 Private Well? No Sewer or Customers156 647.50 89,355.00 137,606.70 137.76 R9, HC M9, OC & GC Developed - Existing Water, Sewer & Customers157 0.00 0.00 0.00 0.00 GC & CP COM


City 138.00 MDF Factor 1.54158 42.50 5,865.00 9,032.10 9.04 R9 Developed - Existing Water, Sewer & Customers159 0.00 0.00 0.00 0.00 GC & R9 Developed - Existing Water, Sewer & Customers160 60.00 8,280.00 12,751.20 12.77 R9, HC & PDH Developed - Existing Water, Sewer & Customers161 0.00 0.00 0.00 0.00 GI, GC, LI & R6 Sewer, but no customers or water main162 0.00 0.00 BI Septic/Industrial163 15.00 2,070.00 3,187.80 3.19 BI, R9, M20, LC & HC No Sewer, but water in some areas --- add population164 0.00 0.00 0.00 0.00 R12, CP, HC, R9 & MH Private Well and Septic165 7.50 1,035.00 1,593.90 1.60 HC & GI COM166 5.00 690.00 1,062.60 1.06 PDI & HC Partially Developed - Existing Water, Future Sewer & Future Customers179 0.00 0.00 GR & HC Private Well and Built Out181 12.50 1,725.00 2,656.50 2.66 FC, HC, FA, GR & R9 Sewer, but only a few water customers 195 0.00 0.00 0.00 0.00 G FLETC - COM196 650.00 89,700.00 138,138.00 138.29 G & R6 FLETC - Took out COM200 1,133.00 156,354.00 240,785.16 241.05 R9, LC & GC Developed - Existing Water, Sewer & Customers201 100.00 13,800.00 21,252.00 21.28 FA, PD & R12 Developed - Existing Water, Sewer & Customers (Country Club) 202 490.00 67,620.00 104,134.80 104.25 PDR, R12 & R9 Developed - Existing Water, Sewer & Customers203 1,247.00 172,086.00 265,012.44 265.30 R6 & R12 Developed - Existing Water, Sewer & Customers204 1,043.00 143,934.00 221,658.36 221.90 OC, HC, R6 & R9 Developed - Existing Water, Sewer & Customers205 925.00 127,650.00 196,581.00 196.79 PDG Developed - Existing Water, Sewer & Customers206 265.00 36,570.00 56,317.80 56.38 HC, R6 & R9 Developed - Existing Water, Sewer & Customers207 278.00 38,364.00 59,080.56 59.14 HC, R9 & MR Developed - Existing Water, Sewer & Customers208 769.00 106,122.00 163,427.88 163.60 R9, GR, MH & PDR Developed - Existing Water, Sewer & Customers209 0.00 0.00 HC COM210 206.00 28,428.00 43,779.12 43.83 R6, R12, HC, OC & M20 Developed - Existing Water, Sewer & Customers211 0.00 0.00 HC COM212 358.00 49,404.00 76,082.16 76.16 R9 & HC Developed - Existing Water, Sewer & Customers213 245.00 33,810.00 52,067.40 52.12 LI, HC GR & PDR Developed - Existing Water, Sewer & Customers214 121.00 16,698.00 25,714.92 25.74 PDR, R12, GR & MR Developed - Existing Water, Sewer & Customers215 50.00 6,900.00 10,626.00 10.64 R9, HC & GR Developed - Existing Water, Sewer & Customers216 0.00 0.00 0.00 0.00 PDG, FA & HC Sewered, but no customers217 9.00 1,242.00 1,912.68 1.91 R12, M20 R20 & LC Developed - Existing Water, Sewer & Customers218 341.00 47,058.00 72,469.32 72.55 PDS, MR & PDR Developed - Existing Water, Sewer & Customers219 0.00 0.00 GC & PDS COM220 0.00 0.00 PDS, GC, HC, MR & OC COM221 72.50 10,005.00 15,407.70 15.42 PDS, M20 & MR Developed - Existing Water, Sewer & Customers222 301 41,538.00 63,968.52 64.04 R12, GI, HC, LI M20, & R9 No Sewer, but water in some areas --- add population223 14.00 1,932.00 2,975.28 2.98 PDS, M20, R12, R20 & GC Developed - Existing Water, Sewer & Customers (Partially Septic & Private Well)224 0.00 0.00 R9, OC, M20, M6 & R12 Private Well and Built Out225 25.00 3,450.00 5,313.00 5.32 FA, LI, FC, R9, M20 & GC Sewer, but only a few water customers 226 12.50 1,725.00 2,656.50 2.66 FA, LI, M9, M20, R9 & FC Sewer, but only a few water customers 227 0.00 0.00 0.00 0.00 R12, MH, LC, MH6, R9 & GR Sewer in some areas, but private well and no customers or water mains228 12.50 1,725.00 2,656.50 2.66 R9, R12, MH & M20 Sewer in some areas, but private well and no customers or water mains229 0.00 0.00 0.00 0.00 HC, R9, M12 & LI Private Well and Septic 230 62.50 8,625.00 13,282.50 13.30 FA, MH & PDR No Sewer, but water in some areas --- add population231 10 00 1 380 00 2 125 20 2 13 PDG FA & HC Septic -- Water Main but no customers231 10.00 1,380.00 2,125.20 2.13 PDG, FA & HC Septic -- Water Main, but no customers232 12.50 1,725.00 2,656.50 2.66 M20, HC & R9 Some Sewer and few meters233 7.50 1,035.00 1,593.90 1.60 R9, GC & OC Developed - Few Existing Water Customers and Septic 234 0.00 0.00 R20, HC & GC Septic and built out235 0.00 0.00 R9, M20, R20 & GR Private Well and Built Out240 275.00 37,950.00 58,443.00 58.51 HC, PDR, FA, PDS & R12 Partially Developed - Existing Water, Sewer & Customers241 746.00 102,948.00 158,539.92 158.71 R12 & CP Developed - Existing Water, Sewer & Customers242 36.00 4,968.00 7,650.72 7.66 HC, GR & MR Partially Developed - Existing Water, Sewer & Customers (Private Well)243 5.00 690.00 1,062.60 1.06 GR, R9 & HC Septic, Private Well and Built Out244 12.50 1,725.00 2,656.50 2.66 R9, CP, HC & M12 Developed - Existing Water, Sewer & Customers248 20.00 2,760.00 4,250.40 4.26 HC & GC Developed - Existing Water, Sewer & Customers249 0.00 0.00 GR & CP Septic -- Water Main, but no customers250 383.00 52,854.00 81,395.16 81.48 GR, CP, R9, HC & BI Partially Developed - Existing Water, Sewer & Customers251 79.00 10,902.00 16,789.08 16.81 HC &MH Developed - Existing Water, Sewer & Customers335 125.00 17,250.00 26,565.00 26.59 R9, R12, FA, LI, LC & HC Partial Sewer, but water in some areas --- add population336 295.00 40,710.00 62,693.40 62.76 R6, R12, R9 & FC Partial Sewer, but water in some areas --- add population337 125.00 17,250.00 26,565.00 26.59 FC, R12 & PD Partial Sewer, but water in some areas --- add population338 0.00 0.00 0.00 0.00 HC, M20, LC, R9, FA & LI Private Well and Septic372 131.00 18,078.00 27,840.12 27.87 PDR Partially Developed - Existing Water, Sewer & Customers373 5.00 690.00 1,062.60 1.06 PDS COM374 17.50 2,415.00 3,719.10 3.72 HC, R12, R20, LC & FA COM and Developed Residential

Total Base 28,877 3,984,957 6,136,834 6,143

APPENDIX E – WATER SYSTEM COMPONENT NORTH MAINLAND POPULATION PROJECTIONS



Incremental North Growth

Taz #

29 Pop. Estimate (@

2.5 Residents/H

H)

Total # of Possible

Units (ERC)

Upland Acreage to be

Developed Total @ 2.5 HH/Acre)


Developed Total

# of HH in in Sub. Sub. Names Basin Zoned Notes

91 0 0 0 0 A CP, R20, HC, FA, & M20

0 Blythe Island A Assuming all will be Septic in future. No population contributions.

0 Blythe Village A Assuming all will be Septic in future. No population contributions.

167.5 0 0 0 0 0 Altamaha Park None FA & HC0 Altamaha Park Out of 2029 window0 Henrry Horton Land Out of 2029 window

168.5 0 0 0 0 None FA & CP Section A: Develop within 10 yrs. (221 acres) (See Notebook)

0 Brockington *Swamp per David Hainley updated 04-16-09

0 Mosley Tract


0 ki *Swamp per David Hainley updated 04-16-0 Brockington Swamp per David Hainley updated 04-16-09

0 Mosley Tract

168.15 0 0 0 0 None FA & CP Section B: Develop from yr 15-20+ yrs. (869 acres) (See Notebook)


0 Mosley Tract



0 Mosley Tract

168.20+ 0 0 0 0 None FA & CP Section B: Develop from yr 15-20+ yrs. (869 acres) (See Notebook)


0 Mosley Tract


Taz #

29 Pop. Estimate (@

2.5 Residents/H

H)

Total # of Possible

Units (ERC)




Developed Total


169.5 1625 650 345 138 L119 GI, FA & PDG

Some included in TAZ 170 Acreage includes 108 from Liz Hill & 30 from other

tract (see note book)Satilla: Single Family 2 BedroomSatilla: Single Family 3&4 BedroomSatilla: Multi Family 1 BedroomSatilla: Multi Family 2 BedroomSatilla: Multi Family 3 Bedroom

0 Greencove0 Pearce Tract0 Brinson 0 Heidi0 Parker Drive Estates 0 Pennick Estates0 Cartwrigth Tract0 Charles Beverly Lands0 Vining Estates

Some included in TAZ 170 Acreage

285

20

169.1 1625 650 345 138 L119 GI, FA & PDG




285

20


Taz #

29 Pop. Estimate (@

2.5 Residents/H

H)

Total # of Possible

Units (ERC)




Developed Total


169.15 1625 650 345 138 L119 GI, FA & PDG




Some included in TAZ 170 Acreage

20

285

169.2 1436.25 574.5 297.5 119 L119 GI, FA & PDG




18

259


Taz #

29 Pop. Estimate (@

2.5 Residents/H

H)

Total # of Possible

Units (ERC)




Developed Total


169.20 + 14993.75 5997.5 3247.5 1299 L119 GI, FA & PDG




182

2568


Taz #

29 Pop. Estimate (@

2.5 Residents/H

H)

Total # of Possible

Units (ERC)




Developed Total


170.5 3121.25 1248.5 0 0 FA, CP, FC & PDG

Altama & DMR # per T&H Some included in 169 99

Acre Community to develop @ 7.5% for first 5-15 yrs & 6.5% for 20 yrs. Cottages & Retreat Develop w/in 10 yrs Plantation

develop with in 5 yr)

Basin 4118 1782.5 713 0 0 Altama: Single Family 2 Bedroom L118

Altama SF & MF moved from LS4119 to LS4118 basin bc don’t want to increase capacity on entire downstream system

Basin 4119

1338.75 535.5 0 0 Altama: Single Family 3&4 Bedroom L118

Altama: Multi Family 1 Bedroom L118Altama: Multi Family 2 Bedroom L118Altama: Multi Family 3 Bedroom L118Altama: Village 1 Bedroom L119Altama: Village 2 Bedroom L119Altama: Village 3 Bedroom L119DMR: Single Family 2 Bedroom L119

380

333

79

DMR: Single Family 2 Bedroom L119DMR: Single Family 3&4 Bedroom L119DMR: Multi Family 1 Bedroom L119DMR: Multi Family 2 Bedroom L119DMR: Multi Family 3 Bedroom L119

52.5 Cottages @ GIT L119109 99 Acres @ GIT L11970 Retreat @ GIT L11948 Plantation @ Golden Isles L119

162

15


Taz #

29 Pop. Estimate (@

2.5 Residents/H

H)

Total # of Possible

Units (ERC)




Developed Total


170.10 3001.25 1200.5 0 0 FA, CP, FC & PDG






Basin 4119



333

380

79



162

15


Taz #

29 Pop. Estimate (@

2.5 Residents/H

H)

Total # of Possible

Units (ERC)




Developed Total


170.15 2695 1078 0 0 FA, CP, FC & PDG






Basin 4119

912.5 365 0 0 Altama: Single Family 3&4 Bedroom L118


333

380

79


0 Cottages @ GIT L119109 99 Acres @ GIT L1190 Retreat @ GIT L1190 Plantation @ Golden Isles L119

162

15


Taz #

29 Pop. Estimate (@

2.5 Residents/H

H)

Total # of Possible

Units (ERC)




Developed Total


170.20 2495 998 0 0 FA, CP, FC & PDG






Basin 4119



360

75

315



13

141


Taz #

29 Pop. Estimate (@

2.5 Residents/H

H)

Total # of Possible

Units (ERC)




Developed Total


170.20 + 26647.5 10659 0 0 FA, CP, FC & PDG




Basin 4118 11205 4482 0 0 Altama: Single Family 2 Bedroom L118


Basin 4119


636 Altama: MF 1, 2, & 3 Bedroom LS 4118 L118L118L118

Altama: Village 1 Bedroom L119Altama: Village 2 Bedroom L119Altama: Village 3 Bedroom L119DMR: Single Family 2 Bedroom L119

3846

803

2713 Altama: MF 1, 2, & 3 Bedroom LS 4119


0 Cottages @ GIT L1191025 99 Acres @ GIT L119

0 Retreat @ GIT L1190 Plantation @ Golden Isles L119

171.5 402.5 161 75 30 L119 GI, BI & PDG

Some included in TAZ 170

0 Southern Pines MHP34 The Gallleryat Coastal Pines52 Sweetwater at Golden Isles0 Regents Park

139

1497


Taz #

29 Pop. Estimate (@

2.5 Residents/H

H)

Total # of Possible

Units (ERC)




Developed Total


171.10 187.5 75 75 30 L119 GI, BI & PDG



171.15 187.5 75 75 30 L119 GI, BI & PDG



171.20 162.5 65 65 26 L119 GI, BI & PDG


0 Southern Pines MHP0 The Gallleryat Coastal Pines0 Sweetwater at Golden Isles0 Regents Park0 Regents Park

171.20 + 1681.25 672.5 672.5 269 L119 GI, BI & PDG



172.5 151.875 60.75 60.75 24.3 None GI, FA, R12, M12 & HC

Development over 15 yrs @ 33% for each time increment Sewer

Generation Rate added to industrial acreage for yr 5 & yr 10 (See ADF)

0 Sterling Park0 Rooks Tract0 Brentwood0 Big Oaks Plantation0 Sterling Park


Taz #

29 Pop. Estimate (@

2.5 Residents/H

H)

Total # of Possible

Units (ERC)




Developed Total


172.10 151.875 60.75 60.75 24.3 None GI, FA, R12, M12 & HC




172.15 151.875 60.75 60.75 24.3 None GI, FA, R12, M12 & HC



0 Sterling Park0 Rooks Tract0 Brentwood0 Big Oaks Plantation0 Sterling Park0 Sterling Park


Taz #

29 Pop. Estimate (@

2.5 Residents/H

H)

Total # of Possible

Units (ERC)




Developed Total


173.5 5125 2050 1065 426PDG, FA, R12, R6 &

FA

Acreage (Amounts-15% COM) L107: 139 L124: 163.5

Basin 107

2526.25 1010.5 347.5 139

Basin 124

1826.875 730.75 408.75 163.5

0 Austin Acres -160 Autumn's Wood L124150 Tanglewood L124366 Saddle Brook L1073 Indian Point L1070 Castleberry -12 Chanslors Place L1240 Garden Grove -0 Groveside Park -0 Terrace Garden -0 Cate Tract0 Cate Tract -11 Touchstone Ridge South L1070 Touchstone Ridge Estates -0 High Point -0 Pecan Point -0 Pine Crest -0 Pine Haven -0 Ridgewood Plantation -28 Wilterry L10772 Huntington Lake L107

146 Turtle Creek L1070 North Cate -37 Winegfield Commons L1070 Valerie -


Taz #

29 Pop. Estimate (@

2.5 Residents/H

H)

Total # of Possible

Units (ERC)




Developed Total


173.10 1112.5 445 445 178PDG, FA, R12, R6 &

FA

Acreage (Amounts-15% COM) L107: 63.5 L124: 114.5

Basin 107

396.875 158.75 158.75 63.5

Basin 124

715.625 286.25 286.25 114.5

0 Austin Acres -0 Autumn's Wood L1240 Tanglewood L1240 Saddle Brook L1070 Indian Point L1070 Castleberry -0 Chanslors Place L1240 Garden Grove -0 Groveside Park -0 Terrace Garden -0 Cate Tract0 Cate Tract -0 Touchstone Ridge South L1070 Touchstone Ridge Estates -0 High Point -0 Pecan Point -0 Pine Crest -0 Pine Haven -0 Ridgewood Plantation -0 Wilterry L1070 Huntington Lake L1070 Turtle Creek L1070 North Cate -0 Winegfield Commons L1070 Valerie -


Taz #

29 Pop. Estimate (@

2.5 Residents/H

H)

Total # of Possible

Units (ERC)




Developed Total


173.15 0 0 0 0PDG, FA, R12, R6 &

FA


Basin 107

0 0 0 0

Basin 124

0 0 0 0

0 Austin Acres -0 Autumn's Wood L1240 Tanglewood L1240 Saddle Brook L1070 Indian Point L1070 Castleberry -0 Chanslors Place L1240 Garden Grove -0 Groveside Park -0 Terrace Garden -0 Cate Tract0 Cate Tract -0 Touchstone Ridge South L1070 Touchstone Ridge Estates -0 High Point -0 Pecan Point -0 Pine Crest -0 Pine Haven -0 Ridgewood Plantation -0 Wilterry L1070 Huntington Lake L1070 Turtle Creek L1070 North Cate -0 Winegfield Commons L1070 Valerie -


Taz #

29 Pop. Estimate (@

2.5 Residents/H

H)

Total # of Possible

Units (ERC)




Developed Total


174.5 791.25 316.5 272.5 109L119

& L107

PDG, FA, LC, R12 &

M12

Development over 15 yrs @ 33% for each time increment

Basin 119

791.25 316.5 272.5 109

Basin 107

0 0 0 0

0 Abbot Tract0 Crestwood Manor0 Timber Ridge 0 Valerie North 41 The Landings @ Golden Isles3 # of Existing Houses from Aerial

174.10 1262.5 505 505 202L119

& L107

PDG, FA, LC, R12 &

M12


Basin 119

1093.75 437.5 437.5 1759

Basin 107 168.75 67.5 67.5 27

0 Abbot Tract

0 Crestwood Manor

0 Timber Ridge 0 Valerie North 0 The Landings @ Golden Isles0 # of Existing Houses from Aerial


Taz #

29 Pop. Estimate (@

2.5 Residents/H

H)

Total # of Possible

Units (ERC)




Developed Total


174.15 918.75 367.5 367.5 147L119

& L107

PDG, FA, LC, R12 &

M12


Basin 119

750 300 300 120

Basin 107 168.75 67.5 67.5 27

0 Abbot Tract

0 Crestwood Manor


175.5 941.25 376.5 27.5 11 L119 PDGPinecrest only included in ADF *

All development to occur within first 5 years y

22 Villas @ Golden Isles 212 Odyssey Lake 115 Grants Ferry Cove 0 Pinecrest

175.10 0 0 0 0 L119 PDGPinecrest only included in ADF *

All development to occur within first 5 years


176.5 190.625 76.25 76.25 30.5 L107 PDG & FC Pinecrest & COM area only included in ADF



Taz #

29 Pop. Estimate (@

2.5 Residents/H

H)

Total # of Possible

Units (ERC)




Developed Total


177.5 920 368 130 52 L105FC, PDG,

FA, HC, FA & R6

64 Cates Bounty0 Lilac Place

149 Sandalwood19 East Point6 # of Existing Houses from Aerial

177.10 325 130 130 52 L105FC, PDG,

FA, HC, FA & R6

0 Cates Bounty0 Lilac Place0 Sandalwood0 East Point0 # of Existing Houses from Aerial

178.5 1277.5 0 0 L105 FA, LC, R12 & M12

No Sewer, but added existing population d 100 f t h& M12 and 100 future homes

0 L.C. Story Tract0 North Point0 Northwood Estates0 Palmetto Place0 Hautala Tract10 # of Existing Houses from Aerial

180.5 400 160 0 0 0 High Hill Lakes L036FA, MR, HC

R9, LI & PDG

Added in COM flow to ADF

70 Eagles Pointe Apartments90 Westway Apartments

182.5 587.5 235 235 94 L124 HC, FA, R9, MH & GI


0 Maggies Ridge0 Buckmeadow Plantation


Taz #

29 Pop. Estimate (@

2.5 Residents/H

H)

Total # of Possible

Units (ERC)




Developed Total


182.10 587.5 235 235 94 L124 HC, FA, R9, MH & GI



183.5 606.25 242.5 222.5 89 None FA, GI, BI & PDI

0 Jackson Heights0 Hunter's Point0 Daniels Tract0 Dixie MH Estates0 Countryside Estates Annex0 Countryside Estates0 Geiger Tract0 Stephen Williams Estate0 Gaylewood0 Paterson Heights0 Bedford Acres0 Perry Tract0 Perry Tract0 B.F. James Tract0 Nellie O. Popwell Estate20 # of Existing Houses from Aerial


Taz #

29 Pop. Estimate (@

2.5 Residents/H

H)

Total # of Possible

Units (ERC)




Developed Total


183.10 556.25 222.5 222.5 89 None FA, GI, BI & PDI

0 Jackson Heights0 Hunter's Point0 Daniels Tract0 Dixie MH Estates0 Countryside Estates Annex0 Countryside Estates0 Geiger Tract0 Stephen Williams Estate0 Gaylewood0 Paterson Heights0 Bedford Acres0 Perry Tract0 B.F. James Tract0 Nellie O. Popwell Estate0 # of Existing Houses from Aerial


Taz #

29 Pop. Estimate (@

2.5 Residents/H

H)

Total # of Possible

Units (ERC)




Developed Total


183.15 556.25 222.5 222.5 89 None FA, GI, BI & PDI


FA R9 BI184.5 0 0 0 0 0 Camp Walker None

FA, R9, BI, HC, GR &

PDGAssuming to stay Septic

0 Country Farms0 Floraville0 E.A. Knight Tract0 Herndon Tract0 Southern Junction

185.20 727.5 291 0 0 None LI, FA, LC & GC

0 Adams Tract0 Basswood Estates0 Blackberry Farms0 Chase Lands0 Clayhole0 Johnson Lands


Taz #

29 Pop. Estimate (@

2.5 Residents/H

H)

Total # of Possible

Units (ERC)




Developed Total


186.10 180 72 0 0 None LI, HC, GC & FA


0 Merrell Tract0 Underwood Tract0 Asbell Tract0 Boyd Tract0 Copper Tract0 Gibbon Airy Acres0 McDonald Mini Farms0 Jerusalem Tract0 Penton Hill Tract0 Crum Tract0 Dessie Mosley Tract0 Dowling Place0 Erwin Tract0 Frazier's Crossing0 Frazier's Tract0 Hawks Landing0 Hawks Landing0 Joe Hightower Lands0 Alexander Tract 2


Taz #

29 Pop. Estimate (@

2.5 Residents/H

H)

Total # of Possible

Units (ERC)




Developed Total


186.15 532.5 213 0 0 None LI, HC, GC & FA




Taz #

29 Pop. Estimate (@

2.5 Residents/H

H)

Total # of Possible

Units (ERC)




Developed Total


186.20 0 0 0 0 None LI, HC, GC & FA



187.20+ 7531.25 3012.5 3012.5 1205 None FA188.5 22.5 9 0 0 9 # of Existing Houses from Aerial L118 FC & CP189.5 0 0 0 0 0 Heritage Estates None FC & CP190.5 2032.5 813 120 48 L110 PDG

134 Lexington Place 68 Shadow Lake

120 Fox Run: The Landing 190 Caleb's Crossing 71 Fox Run: The Village

110 Hardwood Forest

191.5 0 0 0 0 L039 PDG, FA & GI

ODI per T& H Acreage (Amounts-60% Paving and Drainage) No Pop, ADF

based on Sewer Generation Rate: Warehouse @ 20/1000 gal/sf


Taz #

29 Pop. Estimate (@

2.5 Residents/H

H)

Total # of Possible

Units (ERC)




Developed Total


191.10 0 0 0 0 L039 PDG, FA & GI



192.5 0 0 0 0 L039 G Airport193.5 0 0 0 0 L039 GI & PDG

194.5 935 374 160 64 L039FA, PDG,

LC, R20, HC & LI

0 Margaret Knight Property 0 Beasly Farms0 Bay Point 0 Blueberry0 Deerfield Station74 Golden Shores North0 Honey Bee59 Morgan's Mill21 Pinewood21 Pinewood0 Thornhill Creek35 Cabana Court MHP (# from aerial)25 Thornhill MHP (# from aerial)0 WYN-JOY Place


Taz #

29 Pop. Estimate (@

2.5 Residents/H

H)

Total # of Possible

Units (ERC)




Developed Total


194.10 400 160 160 64 L039FA, PDG,

LC, R20, HC & LI

0 Margaret Knight Property 0 Beasly Farms0 Bay Point 0 Blueberry0 Deerfield Station0 Golden Shores North0 Honey Bee0 Morgan's Mill0 Pinewood0 Thornhill Creek0 Cabana Court MHP (# from aerial)0 Thornhill MHP (# from aerial)0 WYN-JOY Place

197 5 3765 625 602 5 0 0 L109FA, PDG, GR MH

* Developed from indepth study on LS4109 197.5 3765.625 602.5 0 0 L109 GR, MH, R12

p p yservice area

12 Rainwood77 Chancy Lands

200 Enclave31 Glass38 Fairhaven8 Hospice

236.5 Don Wright Property

197.10 2728.13 436.5 0 0 L109FA, PDG, GR, MH,

R12

* Developed from indepth study on LS4109 service area





Taz #

29 Pop. Estimate (@

2.5 Residents/H

H)

Total # of Possible

Units (ERC)




Developed Total


198.5 362.5 145 0 0 145 Southern Landing L111 PDG, G, GC & R20

0 Notting Hill199.5 0 0 0 0 0 Boswell Farms turned Res None FC & FA AB - assume this will be septic

0 Church Won't put in LS for 20 gpm and trycross Golden Isles Parkway or I-95

236 0 0 0 0 None PDG, CP, BI MH & HC

Stay Septic

237 0 0 0 0 0 Croft Tract None FA, HC, CP & R12

Stay Septic

0 Crooks Land0 Chump Acres0 Goodtown0 John Law Tract0 Leo Smith Tract0 Macay Cottages0 Macay Place0 Marsh Fork0 Marsh Fork0 Marsh Oaks0 Marshes of Macay0 Needwood0 Riley0 North End0 Tupelo0 South Oak Ridge0 Turton West0 Whip-Poor-Will Park0 Turton Tract0 Palm Grove Island0 East Oglethorpe Manor0 Oglethorpe Manor


Taz #

29 Pop. Estimate (@

2.5 Residents/H

H)

Total # of Possible

Units (ERC)




Developed Total


238 337.5 135 135 54 0 Wertz Tract None FA, CP, HC, M20 & PDG

Some included in TAZ 237: Stay Septic

0 Dill's Tract0 Sedgemore0 Sherwood Forest0 George Tract0 Winton Farms0 Marys A1 MHP (# from aerial)

239 256.25 102.5 102.5 41 0 Beasly Farms (# from aerial) NonePDG, CP,

HC, R12 & M20

* Added 0 RES Accounts: Stay Septic

0 Denty Tract0 Drakes Land0 Thrower Tract (# firm aerial)0 Troupe Creek

331.5 0 0 0 0 None FA & CP

332 5 812 5 325 325 130 L126PDR, FA, GR HC &332.5 812.5 325 325 130 L126 GR HC &

PDR0 Sams Tract0 Skipper Tract0 Burgess Tract 20 Holtzendorf Lands0 Julian's Hammock0 Brooks Estate0 Crosby Property0 Dan Joyner estate0 Essie Tract0 Henry Sams Estate0 Sol West Tract0 Wallace Tract0 Woodman Park


Taz #

29 Pop. Estimate (@

2.5 Residents/H

H)

Total # of Possible

Units (ERC)




Developed Total


332.1 812.5 325 325 130 L126PDR, FA, GR HC &


333.5 262.5 105 105 42 None MH, FA & HC

Stay SepticHC

y p

334.5 1855 742 0 0 None R20, GR, FA, HC &

543 Hermitage Island

3 Leonard Stephens Sr. Tract0 Webster Land0 Avoca Villa Acres0 Burges Tract (COM)0 Don-el0 Hickory Hill0 Indigo Pointe

196 Jenkins Farm0 Lanett0 Marsh Landing0 Oak Grove & Plantation0 River Ridge0 Sea Oaks Plantation

Hermitage Island has 543 in 5 and 10 years and other parcel has 196 ERCs each in 5 and 10 years


Taz #

29 Pop. Estimate (@

2.5 Residents/H

H)

Total # of Possible

Units (ERC)




Developed Total


334.10 1855 742 0 0 None R20, GR, FA, HC &

543 Hermitage Island3 Leonard Stephens Sr. Tract0 Webster Land0 Avoca Villa Acres0 Burges Tract (COM)0 Don-el0 Hickory Hill0 Indigo Pointe


339.5 0 0 0 0 0 Ashley Marsh A FA, R20, CP R12 & M20

Some included in TAZ 91: Stay SepticyR12 & M20

y p

0 Blyth Lakes0 Cameron Place0 Crabtree Ridge0 East-West Estates0 Mavromat Tract0 North Shore0 Pine Knoll0 Riverview0 R.L.. Thompson Tract0 Hamilton Property0 Dubignon Estates0 West Shore 0 West Shore Acres0 West Shore Landings0 Egrets Pass


Taz #

29 Pop. Estimate (@

2.5 Residents/H

H)

Total # of Possible

Units (ERC)




Developed Total


340.5 0 0 0 0 0 Leotis Estates A CP, R20 & M20

Some included in TAZ 91& 198: Stay Septic

0 Morrison Creek0 Lipthrott0 Water Crest0 West Shore Pointe0 Wiggins Tract0 Thomas Estates

353.5 1250 500 0 0 500 Dover Hall D FA & CP Based on T&H Master Plan 354.5 0 Dover Hall D FA (LS numbering/location) 353.10 2520 1008 0 0 1008 Dover Hall D FA & CP Based on T&H Master Plan 354.10 0 Dover Hall D FA (LS numbering/location) 353.15 2540 1016 0 0 1016 Dover Hall D FA & CP Based on T&H Master Plan 354.15 0 Dover Hall D FA (LS numbering/location) 353.20 3750 1500 0 0 1500 Dover Hall D FA & CP Based on T&H Master Plan 354.20 0 Dover Hall D FA (LS numbering/location)

353.20+ 13750 5500 0 0 5500 Dover Hall D FA & CP Based on T&H Master Plan 354 20+ 0 Dover Hall D FA (LS numbering/location)354.20+ 0 Dover Hall D FA (LS numbering/location)

356 0 0 0 0 0 Dorcas Lands None FA 50+0 Gibson Tract0 Harrington Tract0 Thalman Farms

357.5 0 0 0 0 0 Grace A Barnes Tract None FA

Plum Creek Transport Hub (Amounts-60% Paving and Drainage) No Pop, ADF


0 Jamaca0 Thalmann Estates






Taz #

29 Pop. Estimate (@

2.5 Residents/H

H)

Total # of Possible

Units (ERC)




Developed Total










357.20+ 7968.75 3187.5 3187.5 1275 0 Grace A Barnes Tract None FA

Plum Creek Transport Hub (Amounts-60% Paving and Drainage) 20+ upland

acreage excludes 5 & 10 yr hub, setbacks & com areas

0 Jamaca0 Thalmann Estates0 Thalmann Estates

358.5 247.5 99 0 None FA0 Bladen0 Brown's Land0 Callahan Tract0 McDonald Farm0 J.D. Story Tract




Taz #

29 Pop. Estimate (@

2.5 Residents/H

H)

Total # of Possible

Units (ERC)




Developed Total


359.20+ 900 360 0 0 None FA Plum Creek Type: 360 HH363.5 0 0 0 0 None FA 50+364.5 0 0 0 0 None FA 50+

365.20 2625 1050 1050 420 None FA Assume 1/2 develop land is to be 2.5 HH/acre

365.20+ 762.5 305 None FA Assume 1/2 develop land is to be 1 HH/acre

366.10 405 162 0 0 None FA & GI0 Roy Shepp Tract0 Ruth Floyd Tract0 Moody Tract0 Water Tract0 Adam Whaley Estate0 Sears Tract0 Jackson Tract0 Timber Oak0 Timber Oaks

366 15 405 162 0 0 None FA & GI366.15 405 162 0 0 None FA & GI0 Roy Shepp Tract0 Ruth Floyd Tract0 Moody Tract0 Water Tract0 Adam Whaley Estate0 Sears Tract0 Jackson Tract0 Timber Oak0 Timber Oaks


Taz #

29 Pop. Estimate (@

2.5 Residents/H

H)

Total # of Possible

Units (ERC)




Developed Total



367.5 190.625 76.25 76.25 30.5 0 Randolph Estate None FA, HC & LI split 5 and 10 years - use 2.5 HH/ac0 Lane Tract


368.5 967.5 387 232 232 None FA

Comparing to Township 110: (Acrage-10Com/10Setbacks) & considering 42% to be open space/amenities (Upland acreage is

@ 1HH/ l d )@ 1HH/upland acre)0 Duggan Tract0 E.D. Underwood0 Faricloth Tract0 Gerald Smith Tract0 L.B. Clay Tract0 Underwood Property

155 Buffalo Creek

368.10 967.5 387 232 232 None FA


@ 1HH/upland acre)0 Duggan Tract0 E.D. Underwood0 Faricloth Tract0 Gerald Smith Tract0 L.B. Clay Tract0 Underwood Property

155 Buffalo Creek


Taz #

29 Pop. Estimate (@

2.5 Residents/H

H)

Total # of Possible

Units (ERC)




Developed Total


368.15 580 232 232 232 None FA


@ 1HH/upland acre)0 Duggan Tract0 E.D. Underwood0 Faricloth Tract0 Gerald Smith Tract0 L.B. Clay Tract0 Underwood Property0 Buffalo Creek

368.20 580 232 232 232 None FA


@ 1HH/upland acre)0 Duggan Tract0 E.D. Underwood0 Faricloth Tract0 Faricloth Tract0 Gerald Smith Tract0 L.B. Clay Tract0 Underwood Property0 Buffalo Creek

369.20+ 17552.5 7021 7021 3661 None FA, HC & GC

Plum Creek Land: To develop outside 2029 window. Part A - 20+ Pop. Based on

Township 110. (Upland Acreage - 10% COM & 20% Setbacks) = Developable. Then - 42% for open areas (Plum Creek

Style); Part B - 20+ pop based on 2.5 HH/acre with 10% COM, 20% setbacks,

20% open space0 Howe Tract0 Glynn Farms0 Joe's Island

370 0 0 0 0 None FA Out of 2029 window


Taz #

29 Pop. Estimate (@

2.5 Residents/H

H)

Total # of Possible

Units (ERC)




Developed Total


371 0 0 0 0 0 Arnett Tract None FA & GC Out of 2029 window0 Buffalo Swamp0 Drawdy Property0 Thalman

375.5 1937.5 775 775 310 PAWS East: Steamboat City None PDG Estimate RES by acreage375.10 1937.5 775 775 310 PAWS East: Steamboat City None PDG Estimate RES by acreage375.15 0 0 0 0 PAWS East: Steamboat City None PDG Estimate RES by acreage375.20 0 0 0 0 PAWS East: Steamboat City None PDG Estimate RES by acreage

375.20+ 0 0 0 0 PAWS East: Steamboat City None PDG Estimate RES by acreage

376.5 1207.5 373 0 0 FA & PDG

Acreage (Amounts-10% COM) (Acreages: a.30, b. 27, c. 14, d. 19) 90 total, but a & c

go to LS110 & b. & d. go to LS118 (acreage included in Incremental

spreadsheet) LS4110 1207.5 483 110 44LS4118 0 0 0 0LS4120 0 0

203 Carriage Gate L110203 Carriage Gate L11056 Assumed Carriage Gate P 2 L1100 Dukes Tract -0 Hutcheson Tract -0 Jacobs Acres -0 Petersville -0 Polite Estates -

114 Shell Pointe L120


Taz #

29 Pop. Estimate (@

2.5 Residents/H

H)

Total # of Possible

Units (ERC)




Developed Total


376.10 696.25 56 0 0 FA & PDG



spreadsheet) LS4110 415 166 110 44LS4118 281.25 112.5 112.5 45

0 Carriage Gate L11056 Assumed Carriage Gate P 2 L1100 Dukes Tract -0 Hutcheson Tract -0 Jacobs Acres -0 Petersville -0 Polite Estates -0 Shell Pointe L110

376 15 275 0 0 0 FA & PDG


t LS110 & b & d t LS118376.15 275 0 0 0 FA & PDG go to LS110 & b. & d. go to LS118 (acreage included in Incremental

spreadsheet) LS4110 275 110 110 44LS4118 0 0 0 0



Taz #

29 Pop. Estimate (@

2.5 Residents/H

H)

Total # of Possible

Units (ERC)




Developed Total


376.20 237.5 0 0 0 FA & PDG



spreadsheet) LS4110 237.5 95 95 38LS4118 0 0 0 0


376 20+ 2625 0 0 0 FA & PDG

Acreage (Amounts-10% COM) (Acreages: a.328, b. 104, c. 126 d. 173) 731 total, but

& t LS110 & b & d t LS118376.20+ 2625 0 0 0 FA & PDG a & c go to LS110 & b. & d. go to LS118 (acreage included in Incremental




Taz #

29 Pop. Estimate (@

2.5 Residents/H

H)

Total # of Possible

Units (ERC)




Developed Total


377.5 1012.5 405 0 0 L111 FA, PDG & G

128 Eagle Crest P10 Eagle Crest P2

277 Country Walk P1 & P2Country Walk P3

377.10 792.5 317 50 20 L111 FA, PDG & G

Eagle Crest P137 Eagle Crest P2

Country Walk P1 & P2230 Country Walk P3

29. Pop. Estimate

29. REC Estimate

Total 225266.255

*RES & COM #' f billi*RES & COM #'s came from billing data. If projection was zero then used

RES & COM #'s to account for missing data. Per 1 RES account, 2.5 residents

were added to overall population projection.

North Basin Flow Projections: 2014

North Per Capita 113.00 MDF Factor 1.54PHF Factor 2.22

TAZ # Population ADF (gpd) MDF (gpd) PHF (gpm) Notes91.5 0.00 Private Well and Built Out

167.5 0.00 50+168.5 0.00 Marsh169.5 1,625.00 183,625.00 282,782.50 283.09 Currently Undeveloped and/or Septic170.5 3,121.25 352,701.25 543,159.93 543.75 Currently Undeveloped and/or Septic171.5 402.50 45,482.50 70,043.05 70.12 Parially Developed - Existing Water, Sewer & Customers172.5 151.88 17,161.88 26,429.29 26.46 Currently Undeveloped and/or Septic173.5 5,125.00 579,125.00 891,852.50 892.82 No Sewer, but water --- add population174.5 791.25 89,411.25 137,693.33 137.84 No Sewer, but water --- add population175.5 941.25 106,361.25 163,796.33 163.97 Parially Developed - Existing Water, Sewer & Customers176.5 190.63 21,540.63 33,172.56 33.21 COM177.5 920.00 103,960.00 160,098.40 160.27 Parially Developed - Existing Water, Sewer & Customers178.5 1,277.50 144,357.50 222,310.55 222.55 No Sewer, but water --- add population179.5 0.00 Private Well and Built Out180.5 400.00 45,200.00 69,608.00 69.68 Parially Developed - Existing Water, Sewer & Customers182.5 587.50 66,387.50 102,236.75 102.35 Private Well and Partially Built Out183.5 606.25 68,506.25 105,499.63 105.61 Private Well and Partially Built Out184.5 0.00 Private Well and Built Out185.5 0.00 Currently Undeveloped and/or Septic186.5 0.00 Currently Undeveloped and/or Septic187.5 0.00 Currently Undeveloped and/or Septic188.5 22.50 2,542.50 3,915.45 3.92 Private Well and Built Out189.5 0.00 Private Well and Built Out190.5 2,032.50 229,672.50 353,695.65 354.08 Parially Developed - Existing Water, Sewer & Customers191.5 0.00 COM192.5 0.00 COM/Airport193.5 0.00 COM194.5 935.00 105,655.00 162,708.70 162.88 Parially Developed - Existing Water, Sewer & Customers197.5 3,765.63 425,515.63 655,294.06 656.00198.5 362.50 40,962.50 63,082.25 63.15 Notting Hill199.5 0.00 Private Well and Built Out236.5 0.00 Private Well and Built Out237 5 0 00 P i W ll d P i ll B il O

North

237.5 0.00 Private Well and Partially Built Out238.5 0.00 Private Well and Partially Built Out239.5 256.25 28,956.25 44,592.63 44.64 Private Well and Partially Built Out331.5 0.00 Built Out/Septic332.5 812.50 91,812.50 141,391.25 141.54 Private Well and Partially Built Out333.5 262.50 29,662.50 45,680.25 45.73 Private Well and Partially Built Out334.5 1,855.00 209,615.00 322,807.10 323.16 Currently Undeveloped and/or Septic339.5 0.00 Private Well and Built Out/Septic340.5 0.00 Private Well and Built Out/Septic

356.5 0.00 50+357.5 0.00 Currently Undeveloped and/or Septic358.5 247.50 27,967.50 43,069.95 43.12 Currently Undeveloped and/or Septic359.5 0.00 Currently Undeveloped and/or Septic363.5 0.00 50+364.5 0.00 50+365.5 0.00 Currently Undeveloped and/or Septic366.5 0.00 Currently Undeveloped and/or Septic367.5 190.63 21,540.63 33,172.56 33.21 Currently Undeveloped and/or Septic368.5 967.50 109,327.50 168,364.35 168.55 Currently Undeveloped and/or Septic369.5 0.00 Undeveloped370.5 0.00 Currently Undeveloped and/or Septic371.5 0.00 50+375.5 1,937.50 218,937.50 337,163.75 337.53 Currently Undeveloped and/or Septic376.5 1,207.50 136,447.50 210,129.15 210.36 Parially Developed - Existing Water, Sewer & Customers377.5 1,012.50 114,412.50 176,195.25 176.39 Parially Developed - Existing Water, Sewer & Customers

Total Base 33,257.50 3,758,097.50 5,787,470.15 5,575.97

353.5 & 354.5 1,250.00 Currently Undeveloped141,250.00 217,525.00 0.00




167.10 0.00 50+168.10 0.00 Marsh169.10 1,625.00 183,625.00 282,782.50 283.09 Currently Undeveloped and/or Septic170.10 3,001.25 339,141.25 522,277.53 522.84 Currently Undeveloped and/or Septic171.10 402.50 45,482.50 70,043.05 70.12 Parially Developed - Existing Water, Sewer & Customers172.10 151.88 17,161.88 26,429.29 26.46 Currently Undeveloped and/or Septic173.10 4,353.13 491,903.13 757,530.81 758.35 No Sewer, but water --- add population174.10 1,262.50 142,662.50 219,700.25 219.94 No Sewer, but water --- add population175.10 0.00 Parially Developed - Existing Water, Sewer & Customers176.10 190.63 21,540.63 33,172.56 33.21 COM177.10 325.00 36,725.00 56,556.50 56.62 Parially Developed - Existing Water, Sewer & Customers178.10 0.00 No Sewer, but water --- add population179.10 0.00 Private Well and Built Out180.10 0.00 Parially Developed - Existing Water, Sewer & Customers182.10 587.50 66,387.50 102,236.75 102.35 Private Well and Partially Built Out183.10 556.25 62,856.25 96,798.63 96.90 Private Well and Partially Built Out184.10 0.00 Private Well and Built Out185.10 0.00 Currently Undeveloped and/or Septic186.10 180.00 20,340.00 31,323.60 31.36 Currently Undeveloped and/or Septic187.10 0.00 Currently Undeveloped and/or Septic188.10 0.00 Private Well and Built Out189.10 0.00 Private Well and Built Out190.10 0.00 Parially Developed - Existing Water, Sewer & Customers191.10 0.00 COM192.10 0.00 COM/Airport193.10 0.00 COM194.10 400.00 45,200.00 69,608.00 69.68 Parially Developed - Existing Water, Sewer & Customers197.10 2,728.13 308,278.69 474,749.18 475.26198.10 0.00 Notting Hill199.10 0.00 Private Well and Built Out236.10 0.00 Private Well and Built Out

North

236.10 0.00 Private Well and Built Out237.10 0.00 Private Well and Partially Built Out238.10 0.00 Private Well and Partially Built Out239.10 0.00 Private Well and Partially Built Out331.10 0.00 Built Out/Septic332.10 812.50 91,812.50 141,391.25 141.54 Private Well and Partially Built Out333.10 0.00 Private Well and Partially Built Out334.10 1,855.00 209,615.00 322,807.10 323.16 Currently Undeveloped and/or Septic339.10 0.00 Private Well and Built Out/Septic340.10 0.00 Private Well and Built Out/Septic

356.10 0.00 50+357.10 0.00 Currently Undeveloped and/or Septic358.10 247.50 27,967.50 43,069.95 43.12 Currently Undeveloped and/or Septic359.10 0.00 Currently Undeveloped and/or Septic363.10 0.00 50+364.10 0.00 50+365.10 0.00 Currently Undeveloped and/or Septic366.10 405.00 45,765.00 70,478.10 70.55 Currently Undeveloped and/or Septic367.10 190.63 21,540.63 33,172.56 33.21 Currently Undeveloped and/or Septic368.10 967.50 109,327.50 168,364.35 168.55 Currently Undeveloped and/or Septic369.10 0.00 Undeveloped370.10 0.00 Currently Undeveloped and/or Septic371.10 0.00 50+375.10 1,937.50 218,937.50 337,163.75 337.53 Currently Undeveloped and/or Septic376.10 696.25 78,676.25 121,161.43 121.29 Parially Developed - Existing Water, Sewer & Customers377.10 792.50 89,552.50 137,910.85 138.06 Parially Developed - Existing Water, Sewer & Customers

Total Base 26,188.13 2,959,258.69 4,557,258.38 4,123.19





167.15 0.00 50+168.15 0.00 Marsh169.15 1,625.00 183,625.00 282,782.50 283.09 Currently Undeveloped and/or Septic170.15 2,695.00 304,535.00 468,983.90 469.49 Currently Undeveloped and/or Septic171.15 187.50 21,187.50 32,628.75 32.66 Parially Developed - Existing Water, Sewer & Customers172.15 151.88 17,161.88 26,429.29 26.46 Currently Undeveloped and/or Septic173.15 0.00 No Sewer, but water --- add population174.15 918.75 103,818.75 159,880.88 160.05 No Sewer, but water --- add population175.15 0.00 Parially Developed - Existing Water, Sewer & Customers176.15 0.00 COM177.15 0.00 Parially Developed - Existing Water, Sewer & Customers178.15 0.00 No Sewer, but water --- add population179.15 0.00 Private Well and Built Out180.15 0.00 Parially Developed - Existing Water, Sewer & Customers182.15 0.00 Private Well and Partially Built Out183.15 556.25 62,856.25 96,798.63 96.90 Private Well and Partially Built Out184.15 0.00 Private Well and Built Out185.15 0.00 Currently Undeveloped and/or Septic186.15 532.50 60,172.50 92,665.65 92.77 Currently Undeveloped and/or Septic187.15 0.00 Currently Undeveloped and/or Septic188.15 0.00 Private Well and Built Out189.15 0.00 Private Well and Built Out190.15 0.00 Parially Developed - Existing Water, Sewer & Customers191.15 0.00 COM192.15 0.00 COM/Airport193.15 0.00 COM194.15 0.00 Parially Developed - Existing Water, Sewer & Customers197.15 0.00198.15 0.00 Notting Hill199.15 0.00 Private Well and Built Out236.15 0.00 Private Well and Built Out

North

236.15 0.00 Private Well and Built Out237.15 0.00 Private Well and Partially Built Out238.15 0.00 Private Well and Partially Built Out239.15 0.00 Private Well and Partially Built Out331.15 0.00 Built Out/Septic332.15 0.00 Private Well and Partially Built Out333.15 0.00 Private Well and Partially Built Out334.15 0.00 Currently Undeveloped and/or Septic339.15 0.00 Private Well and Built Out/Septic340.15 0.00 Private Well and Built Out/Septic

356.15 0.00 50+357.15 0.00 Currently Undeveloped and/or Septic358.15 0.00 Currently Undeveloped and/or Septic359.15 0.00 Currently Undeveloped and/or Septic363.15 0.00 50+364.15 0.00 50+365.15 0.00 Currently Undeveloped and/or Septic366.15 405.00 45,765.00 70,478.10 70.55 Currently Undeveloped and/or Septic367.15 0.00 Currently Undeveloped and/or Septic368.15 580.00 65,540.00 100,931.60 101.04 Currently Undeveloped and/or Septic369.15 0.00 Undeveloped370.15 0.00 Currently Undeveloped and/or Septic371.15 0.00 50+375.15 0.00 Currently Undeveloped and/or Septic376.15 275.00 31,075.00 47,855.50 Parially Developed - Existing Water, Sewer & Customers377.15 0.00 Parially Developed - Existing Water, Sewer & Customers

Total Base 10,466.88 1,182,756.88 1,821,445.59 1,333.02





167.20 0.00 50+168.20 0.00 Marsh169.20 1,436.25 162,296.25 249,936.23 250.21 Currently Undeveloped and/or Septic170.20 2,495.00 281,935.00 434,179.90 434.65 Currently Undeveloped and/or Septic171.20 162.50 18,362.50 28,278.25 28.31 Parially Developed - Existing Water, Sewer & Customers172.20 0.00 Currently Undeveloped and/or Septic173.20 0.00 No Sewer, but water --- add population174.20 0.00 No Sewer, but water --- add population175.20 0.00 Parially Developed - Existing Water, Sewer & Customers176.20 0.00 COM177.20 0.00 Parially Developed - Existing Water, Sewer & Customers178.20 0.00 No Sewer, but water --- add population179.20 0.00 Private Well and Built Out182.20 0.00 Private Well and Partially Built Out182.20 0.00 Private Well and Partially Built Out183.20 0.00 Private Well and Partially Built Out184.20 0.00 Private Well and Built Out185.20 727.50 82,207.50 126,599.55 126.74 Currently Undeveloped and/or Septic186.20 0.00 Currently Undeveloped and/or Septic187.20 0.00 Currently Undeveloped and/or Septic188.20 0.00 Private Well and Built Out189.20 0.00 Private Well and Built Out190.20 0.00 Parially Developed - Existing Water, Sewer & Customers191.20 0.00 COM192.20 0.00 COM/Airport193.20 0.00 COM194.20 0.00 Parially Developed - Existing Water, Sewer & Customers197.20 0.00198.20 0.00 Notting Hill199.20 0.00 Private Well and Built Out236.20 0.00 Private Well and Built Out

North

236.20 0.00 Private Well and Built Out237.20 0.00 Private Well and Partially Built Out238.20 0.00 Private Well and Partially Built Out239.20 0.00 Private Well and Partially Built Out331.20 0.00 Built Out/Septic332.20 0.00 Private Well and Partially Built Out333.20 0.00 Private Well and Partially Built Out334.20 0.00 Currently Undeveloped and/or Septic339.20 0.00 Private Well and Built Out/Septic340.20 0.00 Private Well and Built Out/Septic

356.20 0.00 50+357.20 0.00 Currently Undeveloped and/or Septic358.20 182.50 20,622.50 31,758.65 31.79 Currently Undeveloped and/or Septic359.20 0.00 Currently Undeveloped and/or Septic363.20 0.00 50+364.20 0.00 50+365.20 2,625.00 296,625.00 456,802.50 457.30 Currently Undeveloped and/or Septic366.20 405.00 45,765.00 70,478.10 70.55 Currently Undeveloped and/or Septic367.20 0.00 Currently Undeveloped and/or Septic368.20 580.00 65,540.00 100,931.60 101.04 Currently Undeveloped and/or Septic369.20 0.00 Undeveloped370.20 0.00 Currently Undeveloped and/or Septic371.20 0.00 50+375.20 0.00 Currently Undeveloped and/or Septic376.20 237.50 26,837.50 41,329.75 41.37 Parially Developed - Existing Water, Sewer & Customers377.20 0.00 Parially Developed - Existing Water, Sewer & Customers

Total Base 12,601.25 1,423,941.25 2,192,869.53 1,541.96




APPENDIX E – WATER SYSTEM COMPONENT EXIT 29 POPULATION PROJECTIONS

Exit 29Incremental Growth

Taz #

29 Pop. Estimate (@ 2.5

Residents/HH)

Total # of Possible

Units (ERC)

Upland Acrage to be Developed Total @ 2.5 HH/Acre)

Upland Acrage to be Developed

Total

# of HH in in Sub. Sub. Names Sub. Id Sewer or

Septic Basin Zoned Notes

308.5 131.3 52.5 53 21 3101 HC, FC, M20, LC & M12 All to develop within 5 years

0 Cottage Point 252 Septic0 Scarlett Estates 539 Septic0 Tidewater Estates MHP 1084 Septic

309.5 313.1 125.3 125 50 3103 FC, PDR & FA

0 Broklyn Ridge 205 Septic0 Creekwood 265 Septic0 Fancy Acres 312 Septic0 Fancy Buffs 313 Septic0 Fancy Bluff Estates 314 Septic0 Price Lands 517 Septic0 Rosedale 533 Septic0 Bayou Oaks 1142 Septic

309.10 313.1 125.3 125 50 3103 FC, PDR & FA

0 Broklyn Ridge 205 Septic0 Creekwood 265 Septic0 Fancy Acres 312 Septic0 Fancy Buffs 313 Septic0 F Bl ff E t t 314 S ti

Acrage (Amounts-10% COM) Develop over next 5 years


0 Fancy Bluff Estates 314 Septic0 Price Lands 517 Septic0 Rosedale 533 Septic0 Bayou Oaks 1142 Septic

309.15 313.1 125.3 125 50 3103 FC, PDR & FA

0 Broklyn Ridge 205 Septic0 Creekwood 265 Septic0 Fancy Acres 312 Septic0 Fancy Buffs 313 Septic0 Fancy Bluff Estates 314 Septic0 Price Lands 517 Septic0 Rosedale 533 Septic0 Bayou Oaks 1142 Septic

328.5 1,297.5 FC, PDG, FA, FC, R9 & LI

LS3101 242.5 97.0 0 0LS3114 1,012.5 405.0 0 0LS3123 42.5 17.0 0 0

66 Cinder Hill 242 Sewer 31140 Foxcreek 321 Septic -0 McGinty Lands @ Southport 439 Septic -

55 Planting Hammock 510 Sewer 3101198 Somersby Pointe 902 Sewer 311472 Southwinds 910 Sewer 311455 Barrington Oaks 1139 Sewer 31140 Southport 39 Septic

(LS3101 Has 42 lots included in the # of ERC) (LS3114 Has 14 lots included in the # of ERC)

(LS3123 Has 17 lots included in the # of ERC)



Taz #


Residents/HH)

Total # of Possible

Units (ERC)



Total



329.5 382.5 153.0 0 0 3103 R20 & FC153 Royal Oaks 534 Sewer

0 Curry Track 2 826 Septic330 18.8 7.5 0 0 4103 R12

0 Satilla Shores 537 Septic0 Satilla Shores Acres 538 Septic

341.5 1,759.8 FA, PDG & CP

3931 1,158.8 463.5 198 79Turtle Total 300.5 171.0 - -

Turtle High 157.5 105.0 105 5

Turtle Med 88.0 44.0 44 11

Turtle Low 55.0 22.0 22 11

0 Wiggins Estate 133 Septic 39310 Battle 177 Septic 39310 Davis Acres 279 Septic 39310 Harris Plantation 360 Septic 39310 Wright Estate 983 Septic 3931

266 Hopewell Creek Phase 1 Planned 39310 H ll C k Ph 2 Pl d 3931

Turtle River is by acrage (High Density: we took half of the acrage with 20HH/acre @

1.5person/HH Medium Density: 4HH/acre @ 2 people/HH Low

Density: 2HH/acre @ 2.5 people/acre)

0 Hopewell Creek Phase 2 Planned 39310 Hopewell Creek Phase 3 Planned 39310 Hopewell Creek Phase 4 Planned 3931

5.25 Turtle River High Density (acres) Step Turtle11 Turtle River Medium Density (acres) Step Turtle11 Turtle River Low Density Step Turtle

341.10 1,402.3 FA, PDG & CP

3931 801.3 320.5 198 79Turtle Total 300.5 171.0 - -

Turtle High 157.5 105.0 105 5

Turtle Med 88.0 44.0 44 11

Turtle Low 55.0 22.0 22 11

0 Wiggins Estate 133 Septic 39310 Battle 177 Septic 39310 Davis Acres 279 Septic 39310 Harris Plantation 360 Septic 39310 Wright Estate 983 Septic 39310 Hopewell Creek Phase 1 Planned 3931







Taz #


Residents/HH)

Total # of Possible

Units (ERC)



Total



341.15 1,402.3 FA, PDG & CP

3931 801.3 320.5 198 79Turtle Total 300.5 171.0 - -

Turtle High 157.5 105.0 105 5

Turtle Med 88.0 44.0 44 11

Turtle Low 55.0 22.0 22 11



5 25 T tl Ri Hi h D it ( ) St T tl





341.20 1,197.00 FA, PDG & CP

3931 690.00 276.0 170 68Turtle Total 253.50 145.0 - -

Turtle High 136.50 91.0 91 5

Turtle Med 72.00 36.0 36 9

Turtle Low 45.00 18.0 18 9








Taz #


Residents/HH)

Total # of Possible

Units (ERC)



Total



341.20+ 13,215.75 FA, PDG & CP

3931 7,863.75 3,145.5 1,863 745Turtle Total 2,676.00 1,512.0 - -

Turtle High 1,350.00 900.0 900 45

Turtle Med 816.00 408.0 408 102

Turtle Low 510.00 204.0 204 102


193 Hopewell Creek Phase 2 Planned 3931545 Hopewell Creek Phase 3 Planned 3931545 Hopewell Creek Phase 4 Planned 393145 Turtle River High Density (acres) Step Turtle102 Turtle River Medium Density (acres) Step Turtle102 Turtle River Low Density Step Turtle

342.5 315.0 131.3 131 53 None FA




342.5 315.0 131.3 131 53 None FA0 Bell Estate 82 Septic0 Mungin Lands 92 Septic0 Myers Hill Tract 93 Septic0 Avondale 171 Septic0 Cain Tract 223 Septic0 Cains Crossing 224 Septic0 Durry Tract 298 Septic0 Drawdy Tract 2 292 Septic0 Livingston Tract 422 Septic0 Davis Tract 829 Septic0 Jennie Rhodes Estate 890 Septic0 Spaulding Meadow 911 Septic0 Spurry Lane 924 Septic0 Whispering Pines 972 Septic



Taz #


Residents/HH)

Total # of Possible

Units (ERC)



Total




342.20 271.44 113.1 113 45 None FA0 Bell Estate 82 Septic0 Mungin Lands 92 Septic0 Myers Hill Tract 93 Septic0 Avondale 171 Septic0 Avondale 171 Septic0 Cain Tract 223 Septic0 Cains Crossing 224 Septic0 Durry Tract 298 Septic0 Drawdy Tract 2 292 Septic0 Livingston Tract 422 Septic0 Davis Tract 829 Septic0 Jennie Rhodes Estate 890 Septic0 Spaulding Meadow 911 Septic0 Spurry Lane 924 Septic0 Whispering Pines 972 Septic

342.20+ 2,964.96 1,235.4 1,235 494 None FA0 Bell Estate 82 Septic0 Mungin Lands 92 Septic0 Myers Hill Tract 93 Septic0 Avondale 171 Septic0 Cain Tract 223 Septic0 Cains Crossing 224 Septic0 Durry Tract 298 Septic0 Drawdy Tract 2 292 Septic0 Livingston Tract 422 Septic0 Davis Tract 829 Septic0 Jennie Rhodes Estate 890 Septic0 Spaulding Meadow 911 Septic0 Spurry Lane 924 Septic0 Whispering Pines 972 Septic


Taz #


Residents/HH)

Total # of Possible

Units (ERC)



Total



343.5 1,363.8 0 3121 PDG, R20, FA, LI & HC

LS3121 1,249.4 499.8 439 176LS3300 114.4 45.8 46 18

0 Quinnely Estates 107 Septic0 Rainey Tract 108 Septic0 Angelo's Acres 163 Septic0 Deerwood Estates 283 Septic0 Emanual Church Estates 306 Septic0 Fish Hall 316 Septic0 Fish Hall Estates 317 Septic0 Jekyll Heights 390 Septic

61 Majestic Oaks 427 Sewer0 Plott 511 Septic0 Silver Bluff 550 Septic0 Three Oaks 937 Septic0 S l tt P ti 1036 S ti0 Scarlett Properties 1036 Septic0 Avondale 2 1144 Septic0 Ratliff Lake 1147 Septic

343.10 114.38 0 3121 PDG, R20, FA, LI & HC

LS3121 0.00 0.0 0 0LS3300 114.38 45.8 46 18

0 Quinnely Estates 107 Septic0 Rainey Tract 108 Septic0 Angelo's Acres 163 Septic0 Deerwood Estates 283 Septic0 Emanual Church Estates 306 Septic0 Fish Hall 316 Septic0 Fish Hall Estates 317 Septic0 Jekyll Heights 390 Septic0 Majestic Oaks 427 Sewer0 Plott 511 Septic0 Silver Bluff 550 Septic0 Three Oaks 937 Septic0 Scarlett Properties 1036 Septic0 Avondale 2 1144 Septic0 Ratliff Lake 1147 Septic


Taz #


Residents/HH)

Total # of Possible

Units (ERC)



Total



343.15 114.4 0 3121 PDG, R20, FA, LI & HC

LS3121 0.0 0.0 0 0LS3300 114.4 45.8 46 18

0 Quinnely Estates 107 Septic0 Rainey Tract 108 Septic0 Angelo's Acres 163 Septic0 Deerwood Estates 283 Septic0 Emanual Church Estates 306 Septic0 Fish Hall 316 Septic0 Fish Hall Estates 317 Septic0 Jekyll Heights 390 Septic0 Majestic Oaks 427 Sewer0 Plott 511 Septic0 Silver Bluff 550 Septic0 Three Oaks 937 Septic0 S l tt P ti 1036 S ti0 Scarlett Properties 1036 Septic0 Avondale 2 1144 Septic0 Ratliff Lake 1147 Septic

343.20 99.13 0 3121 PDG, R20, FA, LI & HC

LS3121 0.00 0.0 0 0LS3300 99.13 39.7 40 16



Taz #


Residents/HH)

Total # of Possible

Units (ERC)



Total



343.20+ 1,082.75 0 3121 PDG, R20, FA, LI & HC

LS3121 0.00 0.0 0 0LS3300 1,082.75 433.1 433 173

0 Quinnely Estates 107 Septic0 Rainey Tract 108 Septic0 Angelo's Acres 163 Septic0 Deerwood Estates 283 Septic0 Emanual Church Estates 306 Septic0 Fish Hall 316 Septic0 Fish Hall Estates 317 Septic0 Jekyll Heights 390 Septic0 Majestic Oaks 427 Sewer0 Plott 511 Septic0 Silver Bluff 550 Septic0 Silver Bluff 550 Septic0 Three Oaks 937 Septic0 Scarlett Properties 1036 Septic0 Avondale 2 1144 Septic0 Ratliff Lake 1147 Septic

344.5 0.0 0.0 0 0 None FA & PDGLS3301 0.0 0.0 0 0 0 Brookman 210 SepticLS3302 0.0 0.0 0 0 0 Brown Estate 211 Septic

0 Henry L. Hunt Estate 363 Septic0 Jackson Acres 386 Septic0 Perry-Mallete Tract 492 Septic0 Elizabeth Richardson Tract 841 Septic0 Sophia Baily Estate 903 Septic




Taz #


Residents/HH)

Total # of Possible

Units (ERC)



Total







344.20+ 4,743.75 1,897.5 1,898 759 None FA & PDGLS3301 2,371.88 948.8 949 380 0 Brookman 210 SepticLS3302 2 371 88 948 8 949 380 0 B E 211 S iLS3302 2,371.88 948.8 949 380 0 Brown Estate 211 Septic


345.5 0.0 0.0 0 0 None FA, OC & HC

0 Strafford Waye Tract 124 Septic0 Swain Property 126 Septic0 Wilson Estate 135 Septic0 Baldwin Estate 175 Septic0 Blue - Richardson Tract 196 Septic0 Cuthbert Tract 273 Septic0 Drake's Landing 290 Septic0 Fred Massey Estate 322 Septic0 Hickox Tract 368 Septic0 Johnson Estates 2 397 Septic0 Mary Mack Estate 434 Septic0 Noah Acres 460 Septic0 Palmetto Point 481 Septic0 Ranch 84 521 Septic0 Jackson Estate 883 Septic0 Spring Hill 913 Septic


Taz #


Residents/HH)

Total # of Possible

Units (ERC)



Total



345.10 492.19 196.9 197 79 None FA, OC & HC

0 Strafford Waye Tract 124 Septic0 Swain Property 126 Septic0 Wilson Estate 135 Septic0 Baldwin Estate 175 Septic0 Blue - Richardson Tract 196 Septic0 Cuthbert Tract 273 Septic0 Drake's Landing 290 Septic0 Fred Massey Estate 322 Septic0 Hickox Tract 368 Septic0 Johnson Estates 2 397 Septic0 Mary Mack Estate 434 Septic0 Noah Acres 460 Septic0 Palmetto Point 481 Septic0 R h 84 521 S ti0 Ranch 84 521 Septic0 Jackson Estate 883 Septic0 Spring Hill 913 Septic

345.15 492.2 196.9 197 79 None FA, OC & HC



Taz #


Residents/HH)

Total # of Possible

Units (ERC)



Total



345.20 426.56 170.6 171 68 None FA, OC & HC

0 Strafford Waye Tract 124 Septic0 Swain Property 126 Septic0 Wilson Estate 135 Septic0 Baldwin Estate 175 Septic0 Blue - Richardson Tract 196 Septic0 Cuthbert Tract 273 Septic0 Drake's Landing 290 Septic0 Fred Massey Estate 322 Septic0 Hickox Tract 368 Septic0 Johnson Estates 2 397 Septic0 Mary Mack Estate 434 Septic0 Noah Acres 460 Septic0 Palmetto Point 481 Septic0 R h 84 521 S ti0 Ranch 84 521 Septic0 Jackson Estate 883 Septic0 Spring Hill 913 Septic

345.20+ 5,151.56 2,060.6 2,061 824 None FA, OC & HC



Taz #


Residents/HH)

Total # of Possible

Units (ERC)



Total



346.5 611.3 None FA, PDR, R20 & HC

LS3302 56.3 22.5 23 9LS3200 451.9 180.8 19 8LS3300 103.1 41.3 41 17

0 Annabelle Robinson Tract 164 Septic0 Baumgartner Acres 178 Septic0 Baumgartner Circle 179 Septic0 Big Buck 192 Septic0 Cedardale 235 Septic0 Glynn Jekyll Acres 336 Septic0 Good Place 350 Septic0 Ivy 385 Septic0 Laurel Grove 408 Septic0 Leotis-Way Estate 415 Septic0 Live Oak Acres 421 Septic0 Lizzie Brown Estates 423 Septic0 Brooks Mosley Tract 451 Septic0 Mosley Tract 2 452 Septic0 Murray Tract 455 Septic0 Myers Hill Acres 456 Septic0 Myers Hill Estate 457 Septic0 Pinemeadows 504 Septic0 Scarlett Gardens 540 Septic0 Wil C k Pl t ti 975 S ti0 Wilson Creek Plantation 975 Septic0 The Lakes 1157 Septic

162 Cobblestone Septic

346.10 206.3 None FA, PDR, R20 & HC

LS3302 56.3 22.5 23 9LS3200 46.9 18.8 19 8LS3300 103.1 41.3 41 17

0 Annabelle Robinson Tract 164 Septic0 Baumgartner Acres 178 Septic0 Baumgartner Circle 179 Septic0 Big Buck 192 Septic0 Cedardale 235 Septic0 Glynn Jekyll Acres 336 Septic0 Good Place 350 Septic0 Ivy 385 Septic0 Laurel Grove 408 Septic0 Leotis-Way Estate 415 Septic0 Live Oak Acres 421 Septic0 Lizzie Brown Estates 423 Septic0 Brooks Mosley Tract 451 Septic0 Mosley Tract 2 452 Septic0 Murray Tract 455 Septic0 Myers Hill Acres 456 Septic0 Myers Hill Estate 457 Septic0 Pinemeadows 504 Septic0 Scarlett Gardens 540 Septic0 Wilson Creek Plantation 975 Septic0 The Lakes 1157 Septic0 Cobblestone Septic


Taz #


Residents/HH)

Total # of Possible

Units (ERC)



Total



346.15 206.3 None FA, PDR, R20 & HC

LS3302 56.3 22.5 23 9LS3200 46.9 18.8 19 8LS3300 103.1 41.3 41 17

0 Annabelle Robinson Tract 164 Septic0 Baumgartner Acres 178 Septic0 Baumgartner Circle 179 Septic0 Big Buck 192 Septic0 Cedardale 235 Septic0 Glynn Jekyll Acres 336 Septic0 Good Place 350 Septic0 Ivy 385 Septic0 Laurel Grove 408 Septic0 Leotis-Way Estate 415 Septic0 Live Oak Acres 421 Septic0 Lizzie Brown Estates 423 Septic0 Brooks Mosley Tract 451 Septic0 Mosley Tract 2 452 Septic0 Murray Tract 455 Septic0 Myers Hill Acres 456 Septic0 Myers Hill Estate 457 Septic0 Pinemeadows 504 Septic0 Scarlett Gardens 540 Septic0 Wil C k Pl t ti 975 S ti0 Wilson Creek Plantation 975 Septic0 The Lakes 1157 Septic0 Cobblestone Septic

346.20 180.00 None FA, PDR, R20 & HC

LS3302 50.00 20.0 20 8LS3200 40.63 16.3 16 7LS3300 89.38 35.8 36 14

0 Annabelle Robinson Tract 164 Septic0 Baumgartner Acres 178 Septic0 Baumgartner Circle 179 Septic0 Big Buck 192 Septic0 Cedardale 235 Septic0 Glynn Jekyll Acres 336 Septic0 Good Place 350 Septic0 Ivy 385 Septic0 Laurel Grove 408 Septic0 Leotis-Way Estate 415 Septic0 Live Oak Acres 421 Septic0 Lizzie Brown Estates 423 Septic0 Brooks Mosley Tract 451 Septic0 Mosley Tract 2 452 Septic0 Murray Tract 455 Septic0 Myers Hill Acres 456 Septic0 Myers Hill Estate 457 Septic0 Pinemeadows 504 Septic0 Scarlett Gardens 540 Septic0 Wilson Creek Plantation 975 Septic0 The Lakes 1157 Septic0 Cobblestone Septic


Taz #


Residents/HH)

Total # of Possible

Units (ERC)



Total



346.20+ 1,945.00 None FA, PDR, R20 & HC

LS3302 531.25 212.5 213 85LS3200 437.50 175.0 175 70LS3300 976.25 390.5 391 156

0 Annabelle Robinson Tract 164 Septic0 Baumgartner Acres 178 Septic0 Baumgartner Circle 179 Septic0 Big Buck 192 Septic0 Cedardale 235 Septic0 Glynn Jekyll Acres 336 Septic0 Good Place 350 Septic0 Ivy 385 Septic0 Laurel Grove 408 Septic0 Leotis-Way Estate 415 Septic0 Live Oak Acres 421 Septic0 Live Oak Acres 421 Septic0 Lizzie Brown Estates 423 Septic0 Brooks Mosley Tract 451 Septic0 Mosley Tract 2 452 Septic0 Murray Tract 455 Septic0 Myers Hill Acres 456 Septic0 Myers Hill Estate 457 Septic0 Pinemeadows 504 Septic0 Scarlett Gardens 540 Septic0 Wilson Creek Plantation 975 Septic0 The Lakes 1157 Septic0 Cobblestone Septic

347.5 718.8 288.3 143 57 None PDR & MHLS3123 531.3 212.5 143 57 70 Clearwater 245 SewerLS3129 187.5 75.0 0 0 0 Laurel Grove Plantation 409 Septic

0 Little Oak 420 Septic0 Serenoa Cove 544 Septic0 Curry Tract 825 Septic0 South Creek 904 Septic0 Spaulding MHP 1080 Septic0 Terranova 930 Septic

75 Satilla Sands Sewer


Taz #


Residents/HH)

Total # of Possible

Units (ERC)



Total




0 Little Oak 420 Septic0 Serenoa Cove 544 Septic0 Curry Tract 825 Septic0 South Creek 904 Septic0 Spaulding MHP 1080 Septic0 Terranova 930 Septic0 Satilla Sands Sewer

347.15 356.3 143.3 143 57 None PDR & MHLS3123 356.3 142.5 143 57 0 Clearwater 245 SewerLS3129 0.0 0.0 0 0 0 Laurel Grove Plantation 409 SepticLS3129 0.0 0.0 0 0 0 Laurel Grove Plantation 409 Septic


348.5 1,232.0 492.8 0 0 None PDG & FALS3930 1,232.0 492.8 0 0TAZ348 0.0 0.0 0 0

0 Buck Swamp 219 Septic340.8 Peninsula - Step

0 Clinch Estate 246 Septic0 Johnson Estate 396 Septic

152 Hayner Tract 868 Septic0 Tyson Estate 951 Septic0 Tyson Tract 952 Septic0 Wilson Tyson Estate 976 Septic


Taz #


Residents/HH)

Total # of Possible

Units (ERC)



Total



348.10 1,227.0 490.8 0 0 None PDG & FALS3930 1,227.0 490.8 0 0TAZ348 0.0 0.0 0 0




348.15 1,583.25 633.30 292.50 117.00 None PDG & FALS3930 852.00 340.8 0 0TAZ348 731.25 292.5 293 117


0 Clinch Estate 246 Septic0 Johnson Estate 396 Septic0 Hayner Tract 868 Septic0 T E t t 951 S ti0 Tyson Estate 951 Septic0 Tyson Tract 952 Septic0 Wilson Tyson Estate 976 Septic

348.20 1,372.25 548.90 253.50 101.40 None PDG & FALS3930 738.50 295.4 0 0TAZ348 633.75 253.5 254 101


0 Clinch Estate 246 Septic0 Johnson Estate 396 Septic0 Hayner Tract 868 Septic0 Tyson Estate 951 Septic0 Tyson Tract 952 Septic0 Wilson Tyson Estate 976 Septic

348.20+ 16,446.75 6,578.70 3,352.50 1,341.00 None PDG & FALS3930 8,065.50 3,226.2 0 0TAZ348 8,381.25 3,352.5 3,353 1,341




Taz #


Residents/HH)

Total # of Possible

Units (ERC)



Total



349 0.00 None FA 50+0 Haynon Tract 869 Septic

350 0.00 None FA & HC 50+0 Atterberry tract 168 Septic0 Jillwood 393 Septic0 Post Court 515 Septic0 Smith Estate 551 Septic0 Smith Tract 552 Septic0 Ternest Acres 928 Septic

351.5 0.00 0.0 0 0 None None FA351.10 0.00 0.0 0 0 None None FA351.15 0.00 0.0 0 0 None None FA351.20 578.91 231.6 232 93 None None FA

351.20+ 8,327.38 3,331.0 3,331 1,332 None None FA352 None None FA 50+

355.5 568.75 H PDG

Turtle2 284 375 113 75 113 75 45 5Turtle River is by acrage (High

D it t k h lf f thTurtle2 Total 284.375 113.75 113.75 45.5

Turtle2 High 0 0 0 0

Turtle2 Med 56.25 22.5 22.5 9

Turtle2 Low 228.125 91.25 91.25 36.5

0 Turtle River High Density (acres) Step Turtle29 Turtle River Medium Density (acres) Step Turtle2

36.5 Turtle River Low Density Step Turtle2

355.10 568.75 H PDG

Turtle2 Total 284.375 113.75 113.75 45.5


Turtle2 Med 56.25 22.5 22.5 9

Turtle2 Low 228.125 91.25 91.25 36.5






Density: we took half of the acrage with 20HH/acre @




Taz #


Residents/HH)

Total # of Possible

Units (ERC)



Total



355.15 568.75 H PDG

Turtle2 Total 284.375 113.75 113.75 45.5


Turtle2 Med 56.25 22.5 22.5 9

Turtle2 Low 228.125 91.25 91.25 36.5



355.20 487.5 H PDG

Turtle2 Total 243.75 97.5 97.5 39


1 5 /HH M di D it




TotalTurtle2 High 0 0 0 0

Turtle2 Med 43.75 17.5 17.5 7

Turtle2 Low 200 80 80 32


32 Turtle River Low Density Step Turtle2

355.20+ 5306.25 H PDG

Turtle2 Total 2653.125 1061.25 1061.25 424.5


Turtle2 Med 488.75 195.5 195.5 78.2

Turtle2 Low 2164.375 865.75 865.75 346.3

0 Turtle River High Density (acres) Step Turtle278.2 Turtle River Medium Density (acres) Step Turtle2346.3 Turtle River Low Density Step Turtle2







Taz #


Residents/HH)

Total # of Possible

Units (ERC)



Total



360.5 175.0 70.0 70 28 Septic TAZ360 FA360.10 175.0 70.0 70 28 Septic TAZ360 FA360.15 175.0 70.0 70 28 Septic TAZ360 FA360.20 150.00 60.0 60 24 Septic TAZ360 FA

360.20+ 1,666.25 666.5 667 267 Septic TAZ360 FA361.5 18.8 7.5 8 3

0 Bennett Tract 188 Septic TAZ361 FA0 B.F. O'Quinn Estate 190 Septic TAZ361 FA0 Dury Tract 295 Septic TAZ361 FA

361.10 18.75 7.5 8 30 Bennett Tract 188 Septic TAZ361 FA0 B.F. O'Quinn Estate 190 Septic TAZ361 FA0 Dury Tract 295 Septic TAZ361 FA

361 15 18 8 7 5 8 3361.15 18.8 7.5 8 30 Bennett Tract 188 Septic TAZ361 FA0 B.F. O'Quinn Estate 190 Septic TAZ361 FA0 Dury Tract 295 Septic TAZ361 FA


361.20+ 209.38 83.8 84 340 Bennett Tract 188 Septic TAZ361 FA0 B.F. O'Quinn Estate 190 Septic TAZ361 FA0 Dury Tract 295 Septic TAZ361 FA


362.20+ 5,506.25 2,202.5 2,203 881 Septic TAZ362 FA

Exit 29 Basin Flow Projections: 2014

Exit 29 Per Capita 139.00 MDF Factor 1.54PHF Factor 2.22

TAZ # Population ADF (gpd) MDF (gpd) PHF (gpm) Notes308.5 131.25 18,243.75 28,095.38 28.13309.5 313.13 43,524.38 67,027.54 67.10328.5 1,297.50 180,352.50 277,742.85 278.04329.5 382.50 53,167.50 81,877.95 81.97330.5 18.75 2,606.25 4,013.63 4.02341.5 1,759.75 244,605.25 376,692.09 377.10342.5 315.00 43,785.00 67,428.90 67.50343.5 1,363.75 189,561.25 291,924.33 292.24344.5 0.00 0.00 0.00 0.00345.5 0.00 0.00 0.00 0.00346.5 611.25 84,963.75 130,844.18 130.99347.5 718.75 99,906.25 153,855.63 154.02348.5 1,232.00 171,248.00 263,721.92 264.01349.5 0.00350.5 0.00351.5 0.00352.5 0.00355.5 568.75 79,056.25 121,746.63 121.88360.5 175.00 24,325.00 37,460.50 37.50361.5 18.75 2,606.25 4,013.63 4.02362.5 581.88 80,880.63 124,556.16 124.69Total 9,488.00 1,318,832.00 2,031,001.28 2,033.20

Exit 29



TAZ # Population ADF (gpd) MDF (gpd) PHF (gpm) Notes308.10 0.00309.10 313.13 43,524.38 67,027.54 67.10328.10 0.00329.10 0.00330.10 0.00341.10 1,402.25 194,912.75 300,165.64 300.49342.10 315.00 43,785.00 67,428.90 67.50343.10 114.38 15,898.13 24,483.11 24.51344.10 453.13 62,984.38 96,995.94 97.10345.10 492.19 68,414.06 105,357.66 105.47346.10 206.25 28,668.75 44,149.88 44.20347.10 356.25 49,518.75 76,258.88 76.34348.10 1,227.00 170,553.00 262,651.62 262.94349.10 0.00350.10 0.00351.10 0.00352.10 0.00355.10 568.75 79,056.25 121,746.63 121.88360.10 175.00 24,325.00 37,460.50 37.50361.10 18.75 2,606.25 4,013.63 4.02362.10 581.88 80,880.63 124,556.16 124.69Total 6,223.94 865,127.31 1,332,296.06 1,333.74

Exit 29


Exit 29 Per Capita 139.00 MDF Factor 1.54. PHF Factor 2.22

TAZ # Population ADF (gpd) MDF (gpd) PHF (gpm) Notes308.15 0.00309.15 313.13 43,524.38 67,027.54 67.10328.15 0.00329.15 0.00330.15 0.00341.15 1,402.25 194,912.75 300,165.64 300.49342.15 315.00 43,785.00 67,428.90 67.50343.15 114.38 15,898.13 24,483.11 24.51344.15 453.13 62,984.38 96,995.94 97.10345.15 492.19 68,414.06 105,357.66 105.47346.15 206.25 28,668.75 44,149.88 44.20347.15 356.25 49,518.75 76,258.88 76.34348.15 1,583.25 220,071.75 338,910.50 339.28349.15 0.00350.15 0.00351.15 0.00352.15 0.00355.15 568.75 79,056.25 121,746.63 121.88360.15 175.00 24,325.00 37,460.50 37.50361.15 18.75 2,606.25 4,013.63 4.02362.15 581.88 80,880.63 124,556.16 124.69Total 6,580.19 914,646.06 1,408,554.94 1,410.08

Exit 29



TAZ # Population ADF (gpd) MDF (gpd) PHF (gpm) Notes308.20 0.00309.20 0.00328.20 0.00329.20 0.00330.20 0.00341.20 1,197.00 166,383.00 256,229.82 256.51342.20 271.44 37,730.16 58,104.45 58.17343.20 99.13 13,778.38 21,218.70 21.24344.20 393.13 54,644.38 84,152.34 84.24345.20 426.56 59,292.19 91,309.97 91.41346.20 180.00 25,020.00 38,530.80 38.57347.20 0.00348.20 1,372.25 190,742.75 293,743.84 294.06349.20 0.00350.20 0.00351.20 578.91 80,467.97 123,920.67 124.05352.20 0.00355.20 487.5 67,762.50 104,354.25 104.47360.20 150.00 20,850.00 32,109.00 32.14361.20 15.63 2,171.88 3,344.69 3.35362.20 504.38 70,108.13 107,966.51 108.08Total 5,675.91 788,951.32 1,214,985.03 1,216.30

Exit 29

APPENDIX E – SEWER SYSTEM COMPONENT PER CAPITA PROJECTIONS



Municipal (w/o Hercules)

Sea Pak Farm Rich

Total w/o SeaPak or Hercules LS 110 LS 109 LS 105 River Ridge Total North

Mainland Total City

Month/YearMonthly Total

Gallons (Millions)

Monthly Total Gallons

(Millions)


(Millions)Month/Year


(Millions)


(Millions)


(Millions)


(Millions)




(Millions)Mar-07 159.690 6.003 153.687 Mar-07 11.681 1.515 5.889 0.000 19.085 Mar-07 134.602Apr-07 142.110 4.781 137.329 Apr-07 8.422 1.551 8.771 0.000 18.744 Apr-07 118.585May-07 137.200 3.653 133.547 May-07 11.303 1.582 6.744 0.000 19.630 May-07 113.917Jun-07 149.120 3.988 145.132 Jun-07 6.866 1.507 6.376 0.000 14.749 Jun-07 130.382Jul-07 150.040 3.500 146.540 Jul-07 6.616 1.829 7.252 0.000 15.698 Jul-07 130.842

Aug-07 179.620 3.413 176.207 Aug-07 6.741 1.897 9.091 0.000 17.729 Aug-07 158.478Total Mar 07 -

Aug 07 917.780 25.339 892.441 Total Mar 07 - Aug 07 51.628 9.883 44.124 0.000 105.635 Total Mar 07 -

Aug 07 786.806

Municipal (w/o Hercules)

Sea Pak Farm Rich

Total w/o SeaPak or Hercules LS 110 LS 109 LS 105 River Ridge Total North

Mainland Total City


Gallons (Millions)


(Millions)




(Millions)


(Millions)


(Millions)


(Millions)




(Millions)Sep-07 177.310 3.361 173.949 Sep-07 6.741 1.930 7.265 0.076 16.012 Sep-07 157.937Oct-07 182.930 4.289 178.641 Oct-07 9.213 1.649 6.800 0.089 17.751 Oct-07 160.891Nov-07 149.470 3.075 146.395 Nov-07 7.383 1.497 7.052 0.152 16.084 Nov-07 130.311Dec-07 143.510 2.963 140.547 Dec-07 7.406 1.483 6.288 0.190 15.367 Dec-07 125.180Jan-08 152.420 3.352 149.068 Jan-08 7.042 1.411 7.379 0.217 16.049 Jan-08 133.019Feb-08 161.350 3.465 157.885 Feb-08 7.218 1.470 7.153 0.009 15.851 Feb-08 142.034

City Total FlowAcademy Creek Total Flow LS 110, LS105 & LS109 Flume Flow

Feb 08 161.350 3.465 157.885 Feb 08 7.218 1.470 7.153 0.009 15.851 Feb 08 142.034Total Sept 07 -

Feb 08 966.990 20.505 946.485 Total Sept 07 - Feb 08 45.004 9.439 41.937 0.733 97.113 Total Sept 07 -

Feb 08 849.372


Gallons (Millions)

Pop. 2007 Per Capita Month/YearMonthly Total

Gallons (Millions)

Pop. 2007 Per Capita Total Annual City Flow 1,636.178 Total North

Annual Flow 202.748 Hercules (MADF)

Mar-07 19.085073 4,046 152.18 Mar-07 134.602 31,929 135.99 City AADF 4.483 North AADF 0.555 0.68

Apr-07 18.743961 4,046 154.44 Apr-07 118.585 31,929 123.80 Hercules Total Annual Flow 12.48 0.39

May-07 19.629666 4,046 156.52 May-07 113.917 31,929 115.09 Hercules AADF 0.634 0.73

Jun-07 14.749433 4,046 121.53 Jun-07 130.382 31,929 136.12 SeaPak Total Annual Flow 45.844 0.73

Jul-07 15.697863 4,046 125.17 Jul-07 130.842 31,929 132.19 SeaPak AADF 0.126 0.28

Aug-07 17.728842 4,046 141.37 Aug-07 158.478 31,929 160.11 0.74Sep-07 16.011925 4,046 131.93 Sep-07 157.937183 31,929 164.89 0.81Oct-07 17.750605 4,046 141.54 Oct-07 160.890627 31,929 162.55 0.16Nov-07 16.084325 4,046 132.53 Nov-07 130.310673 31,929 136.04 5.51

Dec-07 15.366504 4,046 122.53 Dec-07 125.180493 31,929 126.47 City Average 140 gpcd 0.82

Jan-08 16.049140 4,046 127.97 Jan-08 133.018816 31,929 134.39 N Mld Avg 136 gpcd 0.81Feb-08 15.850722 4,046 135.11 Feb-08 142.034447 31,929 153.40 0.83

* Future population based on November 2007 Per Capita

North Mainland Per Capita (2007) City Per Capita (2007)

Per Capita Exit 29



Mar-07 8.477 Mar-07 1.234Apr-07 10.091 Apr-07 1.552May-07 11.462 May-07 1.506Jun-07 9.925 Jun-07 1.257Jul-07 8.972 Jul-07 1.280

Aug-07 10.018 Aug-07 1.500 # of gallonsSep-07 8.463 Sep-07 1.300 11 & upOct-07 6.430 Oct-07 1.100 10-10.99Nov-07 7.948 Nov-07 1.335 9-9.99Dec-07 8.859 Dec-07 1.300 8-8.99Jan-08 6.461 Jan-08 1.100 7-7.99Feb-08 6.899 Feb-08 1.100 6-6.99



Pop. 2007 Per Capita

Mar 07 7 243 Mar 07 7 243 1 469 5 159 00

1.5501.5001.4001.3001.2001.100

Exit 29 Flow w/out Com (2007)

Exit 29 Total Flow (2007) Exit 29 Commercial (2007)

Exit 29 Per Capita (2007)

*We took out commercial flow, because there was a significant amount of flow from the freeway commercial areas that borders I-95 & HWY 82. The billing data #s for commercial are from

the 309 TAZ layer. We were only provided w/ Mar07- Jul07 & Nov07, so we compared monthly flow w/ the commercial flow

to find a pattern. Novemeber not used in the pattern comparisions

Com gallons used

Mar-07 7.243 Mar-07 7.243 1,469.5 159.00Apr-07 8.539 Apr-07 8.539 1,469.5 193.69May-07 9.956 May-07 9.956 1,469.5 218.55Jun-07 8.668 Jun-07 8.668 1,469.5 196.62Jul-07 7.692 Jul-07 7.692 1,469.5 168.85

Aug-07 8.518 Aug-07 8.518 1,469.5 186.98Sep-07 7.163 Sep-07 7.163 1,469.5 162.48Oct-07 5.330 Oct-07 5.330 1,469.5 117.00Nov-07 6.613 Nov-07 6.613 1,469.5 150.01Dec-07 7.559 Dec-07 7.559 1,469.5 165.93Jan-08 5.361 Jan-08 5.361 1,469.5 117.68Feb-08 5.799 Feb-08 5.799 1,469.5 136.08

APPENDIX E – SEWER SYSTEM COMPONENT CITY POPULATION PROJECTIONS




Taz # Area 07 Pop. Estimate

Sewer or Septic


1 City 33 Sewer Yes L002 GC * Added 13 RES accounts New Town2 City 58 Sewer Yes L002 OC * Added 23 RES accounts New Town3 City 25 Sewer Yes L002 GC &OC * Added 10 RES accounts Old Town4 City 64 Sewer Yes L002 GC & GR Use TAZ Old Town5 City 104 Sewer Yes L002 GC & GR Use TAZ Town Commons6 City 12 Sewer Yes L002 GC & GR Use TAZ Old Town7 City 85 Sewer Yes L002 GC * Added 34 RES accounts Old Town8 City 18 Sewer Yes L002 GC &OC * Added 7 RES accounts Old Town9 City 13 Sewer Yes L002 GR Use TAZ Old Town10 City 33 Sewer Yes L002 GC * Added 13 RES accounts Old Town11 City 44 Sewer Yes L002 GC & GR Use TAZ Old Town & Downing Place12 City 20 Sewer Yes L002 GC * Added 8 RES accounts Old Town13 City 5 Sewer Yes L002 GC * Added 2 RES accounts Old Town14 City 3 Sewer Yes L002 GC * Added 1 RES accounts Old Town15 City 5 Sewer Yes L002 GC * Added 2 RES accounts New Town16 City 27 Partial Yes L035 HC & R9 Use TAZ

17 City 259 Partial Yes L035 G/LI, R12, M6, R/M20, & HC

Use TAZ

18 City 184 Partial Yes L035 GI, R6 & MH6 Use TAZ Janie Hill, ARCO, DE Franco, Calvery & Dock Junction

19 City 219 Partial Yes L035 GR, R6 & HC Use TAZ Brunswick Villas & ARCO20 City 154 Partial Yes None R6 & HC Use TAZ Brunswick Villas 21 City 81 Partial Yes L004 R6, GR & HC Use TAZ Lawrenceville22 City 71 Sewer Yes L004 R6 Use TAZ Lawrenceville23 City 0 Septic Yes None GI & LI Use TAZ24 City 1 Septic Yes None HC & LI Use TAZ25 City 601 Sewer Yes L007/L011 R9 Use TAZ26 City 73 Sewer Yes L006 R6 & HC Use TAZ Brunswick Villas27 City 0 Septic Yes None R6 & HC * Added 0 RES accounts Brunswick Villas

28 City 52 Partial Yes L005 HC, R6 & GC Use TAZ Brunswick Farms & Brunswick Villas

29 City 542 Partial Yes L005 HC, R6 & GR Use TAZBlayton Tract, Bonnie Day, Carver


30 City 105 Partial Yes L005 R6 & FA Use TAZ Brunswick Villas31 City 0 None Yes None R6 * Added 0 RES accounts32 City 42 Partial Partial L007 R6/9, GC & G/LI Use TAZ

33 City 50 Partial Partial L022 HC, GR & R9 *Mall: Added 20 RES accounts Brunswick Farms, Coral Park & Cypress Commons

34 City 0 Septic Partial L017 R9, HC & OC * Added 0 RES accounts

35 City 0 Partial Yes L006 R9 * College: Added 0 RES accounts

36 City 0 Private Yes L006 R9 * College: Added 0 RES accounts

37 City 204 Sewer Yes L017 R9, CP, LM Use TAZ Good Year Park38 City 80 Partial Yes L017 R9 Use TAZ Good Year Park39 City 210 Sewer Yes L017 R9 Use TAZ Good Year Park40 City 140 Partial Yes L017 R9/12 & HC Use TAZ Brunswick Farms & Baker41 City 359 Sewer Yes L017 R9 & HC Use TAZ Eastview

42 City 367 Sewer Yes L017 MED, & R9 Use TAZ Day Tract, Lake Forest, Tower Medical Shrine Park & Eastview

43 City 0 Private Yes L017 MED * Hospital: Added 0 RES accounts Good Year Park

44 City 308 Sewer Yes L003 BI * Hercules: Added 123 RES accounts

45 City 97 Partial Yes L017 MED & R9 Use TAZ Good Year Park46 City 323 Sewer Yes L017 MED, R9 & GR Use TAZ Montpelier & Homesite47 City 91 Sewer Yes L017 GR, HC & PDTN Use TAZ Montpelier48 City 220 Sewer Yes L003 LC & GR Use TAZ Perry Park & Town Commons49 City 207 Sewer Yes L003 GR & R6 Use TAZ Perry Park50 City 41 Sewer Yes L003 R6 Use TAZ Perry Park51 City 69 Sewer Yes L003 GR & LC Use TAZ Town Commons52 City 30 Sewer Yes L003 CP, GR & HC Use TAZ Mayhew53 City 5 Sewer Yes L003 HC * Added 2 RES accounts Town Commons54 City 118 Sewer Yes L003 HC & R6 Use TAZ Dart Tract & Osborne55 City 94 Sewer Yes L003 HC & R6 Use TAZ Urbana & Dart Tract56 City 184 Sewer Yes L003 HC, OC & R6 Use TAZ Urbana57 City 193 Sewer Yes L003 OC & R6 Use TAZ Urbana

58 City 417.00 Sewer Yes L003 GR, CP, & LC Use TAZ Mayhew, Perry Park and Town Commons

59 City 130.00 Sewer Yes L003 GR & CP Use TAZ Town Commons60 City 38.00 Sewer Yes L002/L003 GR Use TAZ Town Commons61 City 278.00 Sewer Yes L002 GR & LC Use TAZ Town Commons 62 City 172.00 Sewer Yes L002 GR, OC & HC Use TAZ Town Commons & Urbana63 City 62.00 Sewer Yes L002/L003 GR & GC Use TAZ New Town 64 City 414.00 Sewer Yes L003 GR & LC Use TAZ Town Commons



Sewer or Septic


65 City 28.00 Sewer Yes L003 GR & LC Use TAZ Town Commons66 City 14.00 Sewer Yes L002 GR & GC Use TAZ Town Commons67 City 80.00 Sewer Yes L002 GR Use TAZ Town Commons68 City 41.00 Sewer Yes L002 GR, OC & GC Use TAZ Town Commons69 City 64.00 Sewer Yes L002 GR & GC Use TAZ Town Commons70 City 0.00 Sewer Yes L002 GR Use TAZ Town Commons71 City 92.00 Sewer Yes L002 GR & GC Use TAZ New Town 72 City 98.00 Sewer Yes L002 GR & GC Use TAZ New Town & Town Commons73 City 124.00 Sewer Yes L003 GR & GC Use TAZ New Town & Town Commons74 City 131.00 Sewer Yes L003/L010 GR & LC Use TAZ Town Commons75 City 265.00 Sewer Yes L003/L004 GR & LC Use TAZ Town Commons76 City 87.50 Sewer Yes L003 LC * Added 35 RES accounts Town Commons77 City 12.00 Sewer Yes L003 GR Use TAZ Town Commons78 City 22.50 Sewer Yes L003 GR * Added 9 RES accounts Town Commons79 City 90.00 Sewer Yes L003 GR Use TAZ Town Commons80 City 116.00 Sewer Yes L003 GR & GC Use TAZ New Town & Town Commons81 City 201.00 Sewer Partial L004 R6 & GC Use TAZ Day Tract & Lawrenceville82 City 103.00 Sewer Yes L004 GI, LC, GR & HC Use TAZ Ayres & Day Tract83 City 200.00 Sewer Yes L004 GR, GC, CP, LC & HC Use TAZ Washington Heights

84 City 67.50 Sewer Yes L004 GI & GC * Added 27 RES accounts Avers, Day Tract & Lawrenceville

85 City 227.50 Private Yes L004 GI, GC & GR * Added 91 RES accounts86 City 186.00 Sewer Yes L003 R6, GR, OC & LC Use TAZ Town Commons87 City 30.00 Private Yes L004 R6 * Added 12 RES accounts Lincoln Park88 City 38.00 Sewer Yes L004 R6 & GR Use TAZ Lawrenceville89 City 69.00 Sewer Yes L003/L004 R6 & GC Use TAZ Day Tract & New Town90 City 117.00 Sewer Yes L003 R6 & GC Use TAZ New Town

92 City 145.00 Partial Yes L035 HC, M20, R9, CP & M12 * Added 58 RES accounts

93 City 199.00 Sewer Yes L035 BI & R6 Use TAZ ARCO94 City 0.00 Sewer Partial L035 HC Use TAZ ARCO95 City 0.00 Septic Yes None BI Use TAZ

96 City 317.00 Partial Yes L035 BI, R6, CP, GC & M12 Use TAZ ARCO, Lipthratt Island & Brunswick Farms

97 City 49.00 Partial Yes L035 HC, GI & R6 Use TAZ Model Farms98 City 0.00 Sewer Yes L035 CP Use TAZ99 City 0.00 Septic Yes None HC, R6, GC & LC * Added 0 RES accounts Model Farms

100 City 103.00 Partial Yes L004 R6 & HC Use TAZ Lawrenceville101 City 78.00 Partial Yes L004 R6 & GC Use TAZ Lawrenceville102 City 212.00 Sewer Yes L004 GC & R6 Use TAZ Peninsula Park & Day Tract103 City 0.00 None Yes L004 CP Cemetary: Use TAZ104 City 0.00 Sewer Yes L004 BI WWTP: Use TAZ105 City 178.00 Partial Yes L003/L004 GR, GC & HC Use TAZ Peninsula Park & New Town105 City 178.00 Partial Yes L003/L004 GR, GC & HC Use TAZ Peninsula Park & New Town106 City 190.00 Sewer Yes L003 GC, CP, HC & GR Use TAZ New Town 107 City 231.00 Sewer Yes L003 GR, GC, HC & PDTN Use TAZ New Town 108 City 187.00 Sewer Yes L003 GR, GC, HC, LC & CP Use TAZ New Town 109 City 24.00 Sewer Yes L003 GR & HC Use TAZ New Town 110 City 74.00 Sewer Yes L003 GR Use TAZ New Town 111 City 36.00 Sewer Yes L002/L003 GC & GR Use TAZ New Town 112 City 26.00 Sewer Yes L002 GC & GR Use TAZ New Town 113 City 29.00 Sewer Yes L002 GR, OC & GR Use TAZ New Town 114 City 2.50 Sewer Yes L002 GC & GR * Added 1 RES accounts New Town 115 City 283.00 Sewer Yes L002 GR & OC Use TAZ New Town 116 City 7.50 Private Yes L002 BI & CP * Added 3 RES accounts117 City 95.00 Sewer Yes L002 GR, LC & OC Use TAZ New Town 118 City 120.00 Sewer Yes L002 GR & OC Use TAZ New Town 119 City 0.00 Sewer Yes L002 GC & BI Use TAZ Old Town120 City 196.00 Sewer Yes L002 GR, CP & GP Use TAZ Old Town121 City 93.00 Sewer Yes L002 GR & CP Use TAZ Old Town122 City 23.00 Sewer Yes L002 GR Use TAZ Old Town123 City 39.00 Sewer Yes L002 GR Use TAZ Old Town124 City 166.00 Sewer Yes L002 GR & CP Use TAZ Old Town125 City 234.00 Sewer Yes L002 GR & BI Use TAZ Old Town126 City 7.00 Sewer Yes L002 GC & BI Use TAZ Old Town127 City 184.00 Sewer Yes L002 GR, LC & OC Use TAZ Town Commons

128 City 32.00 Sewer Yes L002 GC, CP & R9 Use TAZ Town Commons & Windsor Park

129 City 208.00 Sewer Yes L002 GR, LI & GI Use TAZ Dixiville130 City 150.00 Sewer Yes L002 GR & GC Use TAZ Old Town131 City 218.00 Sewer Yes L002 GR, CP & OC Use TAZ Old Town132 City 53.00 Sewer Yes L002 GR Use TAZ Old Town133 City 298.00 Sewer Yes L002 GR & CP Use TAZ Old Town134 City 276.00 Sewer Yes L002 R9 & CP Use TAZ Windsor Park135 City 2.50 Sewer Yes L002 CP * Added 1 RES accounts Windsor Park & Marsh Tract136 City 60.00 Planned Yes L002 GR & R9 * Added 24 RES accounts137 City 360.00 Sewer Yes L002 GR, CP & LI Use TAZ Old Town138 City 304.00 Sewer Yes L002 GR Use TAZ Old Town



Sewer or Septic


139 City 92.00 Planned Yes L002 GR & R6 Use TAZ Habersham Park140 City 0.00 None Partial L002 CP * Added 0 RES accounts141 City 75.00 Planned Yes L002 GI, GR & CP Use TAZ142 City 165.00 Sewer Yes L001/L002 GR Use TAZ Old Town

143 City 460.00 Sewer Yes L001/L002 R6, LC & GR Use TAZ Old Town, South End, Davenport Tract & 4.5 Acre Tract

144 City 17.00 Sewer Yes L001 BI &R6 Use TAZ145 City 48.00 Sewer Yes L002 GR & GI Use TAZ Old Town146 City 203.00 Sewer Yes L001/L002 R6 Use TAZ South End147 City 192.00 Sewer Yes L001 R6 Use TAZ South Union and 33 Acre Tract148 City 0.00 Planned Partial L002 PDG & BI Liberty Harbor: Use TAZ Liberty Harbor150 City 2.50 Partial Yes L001 BI * Added 1 RES accounts South Yard151 City 0.00 Sewer Yes L002 GC Use TAZ Old Town152 City 98.00 Sewer Yes L003 GR & HC Use TAZ New Town 153 City 67.00 Sewer Yes L003 LC, GR & GC Use TAZ New Town 154 City 40.00 Sewer Yes L003 GR Use TAZ Town Commons

155 City 0.00 Private Yes L006 R9 * College: Added 0 RES accounts

156 City 647.50 Private Yes L043 R9, HC M9, OC & GC * Added 259 RES accounts157 City 0.00 Sewer Partial L004/L035 GC & CP Use TAZ158 City 42.50 Partial Yes L006/L007 R9 * Added 17 RES accounts Magnolia Park159 City 0.00 Sewer Partial L006 GC & R9 Use TAZ Brunswick Farms160 City 60.00 Partial Yes L011 R9, HC & PDH * Added 24 RES accounts Glynn Plaza & Magnolia Park

161 City 21.00 Partial Partial L035 GI, GC, LI & R6 Use TAZ Community Commercial / Industrial

162 City 0.00 Septic Partial None BI Use TAZ163 City 15.00 Septic Partial None BI, R9, M20, LC & HC * Added 6 RES accounts

164 City 2.50 Septic Partial L035 R12, CP, HC, R9 & MH * Added 1 RES accounts

165 City 7.50 Sewer Yes L035 HC & GI * Added 3 RES accounts166 City 5.00 Partial Partial L011 PDI & HC * Added 2 RES accounts179 City 0.00 Septic Yes L127 GR & HC * Added 0 RES accounts181 City 134.00 Partial Partial L036 FC, HC, FA, GR & R9 Use TAZ Glyndale

195 City 1,840.00 Private Yes L048 G Website consensus (2300 pop. With 20% off campus) FLETC

196 City 763.00 Sewer Yes L048 G & R6 Use TAZ FLETC200 City 1,133.00 Sewer Yes L023 R9, LC & GC Use TAZ Glynco Annex201 City 35.00 Partial Partial L048 FA, PD & R12 * Added 14 RES accounts

202 City 490.00 Sewer Yes L023 PDR, R12 & R9 Use TAZ Cambro Tract, Palmetto Estate & Glynn Marsh

203 City 1,247.00 Partial Yes L028 R6 & R12 Use TAZ Culligans Landing

204 City 1,043.00 Sewer Yes L021/L027/L028 OC, HC, R6 & R9 Use TAZ Beverly Shores & Country Club

HeightsL028 Heights205 City 925.00 Sewer Yes L028 PDG Use TAZ Hidden Lakes & Marsh Landing206 City 265.00 Sewer Yes L021 HC, R6 & R9 Use TAZ Beverly Shores207 City 278.00 Sewer Yes L021 HC, R9 & MR Use TAZ Bristol & Beverly Shores208 City 769.00 Partial Yes L027 R9, GR, MH & PDR Use TAZ Bridge Water209 City 0.00 Sewer Yes L021 HC * Added 0 RES accounts Glynn Isles

210 City 206.00 Partial Yes L043 R6, R12, HC, OC & M20 Use TAZ Palm Lakes

211 City 0.00 Sewer Yes L022 HC * Added 0 RES accounts Azelea Gardens

212 City 358.00 Sewer Yes L021 R9 & HC Use TAZ College Park & Brunswick Farms

213 City 245.00 Private Yes L056 LI, HC GR & PDR * Added 98 RES accounts214 City 121.00 Sewer Yes L021/L056 PDR, R12, GR & MR Use TAZ Cypress Run215 City 50.00 Sewer Yes L021 R9, HC & GR Use TAZ216 City 409.00 Planned Partial L044 PDR & PDS Use TAZ Glynn Place217 City 9.00 Septic Partial None R12, M20 R20 & LC Use TAZ

218 City 341.00 Planned Partial L044 PDS, MR & PDR Use TAZ Glynn Place & Peppertree Crossing

219 City 0.00 Private Yes L044 GC & PDS Use TAZ Mall

220 City 0.00 Planned Partial L021 PDS, GC, HC, MR & OC Use TAZ

221 City 72.50 Planned Partial L056 PDS, M20 & MR * Added 29 RES accounts Brunswick Farms

222 City 186.00 Partial Yes L056 R12, GI, HC, LI M20, & R9 Use TAZ Mill Crest

223 City 14.00 Private Yes L044 PDS, M20, R12, R20 & GC Use TAZ Chapel Crossing

224 City 0.00 Septic Yes None R9, OC, M20, M6 & R12 * Added 0 RES accounts

225 City 151.00 Partial Partial L036 FA, LI, FC, R9, M20 & GC Use TAZ

226 City 58.00 Partial Partial L036 FA, LI, M9, M20, R9 & FC Took 1/2 TAZ

227 City 438.00 Partial Yes None R12, MH, LC, MH6, R9 Use TAZ Chapel Park228 City 563.00 Partial Yes L035 R9, R12, MH & M20 Use TAZ Pine Ridge & Druid Hills229 City 0.00 Septic Yes None HC, R9, M12 & LI * Added 0 RES accounts



Sewer or Septic


230 City 0.00 Septic Yes None FA, MH & PDR * Added 0 RES accounts231 City 0.00 Septic Yes None PDG, FA & HC * Added 0 RES accounts232 City 0.00 Private Partial None M20, HC & R9 * Added 0 RES accounts233 City 7.50 Septic Yes None R9, GC & OC * Added 3 RES accounts234 City 0.00 Partial Yes None R20, HC & GC Use TAZ Center Square235 City 0.00 Septic Yes None R9, M20, R20 & GR * Added 0 RES accounts

240 City 275.00 Sewer Yes L048 HC, PDR, FA, PDS & R12 Use TAZ Greyfield Villas, Belle Pointe &

Powers Landing241 City 746.00 Sewer Yes None R12 & CP Use TAZ Belle Point East242 City 36.00 Planned Partial None HC, GR & MR Use TAZ243 City 5.00 Septic Partial None GR, R9 & HC * Added 2 RES accounts244 City 12.50 Private Partial L043 R9, CP, HC & M12 * Added 5 RES accounts248 City 20.00 Private Yes L003 HC & GC Use TAZ Maritime & Hercules249 City 0.00 Septic Partial None GR & CP Use TAZ250 City 383.00 Sewer Yes L017 GR, CP, R9, HC & BI Use TAZ Riverside & Oak Park

251 City 79.00 Private Partial L017 HC &MH Use TAZ Brunswick Farms & Marshview Apt

335 City 0.00 Partial Yes L036 R9, R12, FA, LI, LC & HC * Added 0 RES accounts

336 City 0.00 Partial Yes L036 R6, R12, R9 & FC * Added 0 RES accounts337 City 0.00 Partial Yes L036 FC, R12 & PD * Added 0 RES accounts

338 City 0.00 Septic Yes None HC, M20, LC, R9, FA & LI * Added 0 RES accounts

372 City 131.00 Planned Yes L056 PDR Use TAZ Moss Creek Villas373 City 5.00 Private Yes L021 PDS * Added 2 RES accounts Village at Glynn Place

374 City 0.00 Private Partial None HC, R12, R20, LC & FA Use TAZ

07 Pop. Estimate

Total 31,928.50

* If projection was zero then used RES #'s for missing data. RES #'s came from billing data. Per 1 RES account, 2.5 residents were added

to overall population projection.



Sewer or Septic

Built Out Basin Zoned Notes Area Name

1 City 0 Sewer Yes L002 GC * Added 13 RES accounts New Town2 City 0 Sewer Yes L002 OC * Added 23 RES accounts New Town3 City 0 Sewer Yes L002 GC &OC * Added 10 RES accounts Old Town4 City 0 Sewer Yes L002 GC & GR Use TAZ Old Town5 City 0 Sewer Yes L002 GC & GR Use TAZ Town Commons6 City 0 Sewer Yes L002 GC & GR Use TAZ Old Town7 City 0 Sewer Yes L002 GC * Added 34 RES accounts Old Town8 City 0 Sewer Yes L002 GC &OC * Added 7 RES accounts Old Town9 City 0 Sewer Yes L002 GR Use TAZ Old Town10 City 0 Sewer Yes L002 GC * Added 13 RES accounts Old Town11 City 0 Sewer Yes L002 GC & GR Use TAZ Old Town & Downing Place12 City 0 Sewer Yes L002 GC * Added 8 RES accounts Old Town13 City 0 Sewer Yes L002 GC * Added 2 RES accounts Old Town14 City 0 Sewer Yes L002 GC * Added 1 RES accounts Old Town15 City 0 Sewer Yes L002 GC * Added 2 RES accounts New Town16 City 0 Partial Yes L035 HC & R9 Use TAZ17 City 0 Partial Yes L035 G/LI, R12, M6, R/M20, & HC Use TAZ


19 City 41 Partial Yes L035 GR, R6 & HC Use TAZ Brunswick Villas & ARCO20 City 49 Partial Yes L004 R6 & HC Use TAZ Brunswick Villas 21 City 59 Partial Yes L004 R6, GR & HC Use TAZ Lawrenceville22 City 0 Sewer Yes L004 R6 Use TAZ Lawrenceville23 City 0 Septic Yes None GI & LI Use TAZ24 City 0 Septic Yes None HC & LI Use TAZ25 City 0 Sewer Yes L007/L011 R9 Use TAZ from 200726 City 0 Sewer Yes 4006 R6 & HC Use TAZ Brunswick Villas27 City 0 Septic Yes None R6 & HC * Added 0 RES accounts Brunswick Villas


29 City 0 Partial Yes L005 HC, R6 & GR Use TAZ from 2007

Blayton Tract, Bonnie Day, Carver Heights, Day Tract,

Brunswick Villas & Fulk Buhannon

30 City 0 Partial Yes L005 R6 & FA Use TAZ Brunswick Villas

31 City 119 None Yes L005 R6 Will be sewered in future: Use TAZ

32 City 0 Partial Partial L007 R6/9, GC & G/LI Use TAZ


34 City 88 Septic Partial L017 R9, HC & OC Will be sewered in future: Use TAZ

35 City 0 Partial Yes L006 R9 * College: Added 0 RES accounts35 City 0 Partial Yes L006 R9 * College: Added 0 RES accounts


37 City 0 Sewer Yes L017 R9, CP, LM Use TAZ Good Year Park38 City 0 Partial Yes L017 R9 Use TAZ Good Year Park39 City 0 Sewer Yes L017 R9 Use TAZ Good Year Park40 City 0 Partial Yes L017 R9/12 & HC Use TAZ Brunswick Farms & Baker41 City 0 Sewer Yes L017 R9 & HC Use TAZ from 2007 Eastview





58 City 0 Sewer Yes L003 GR, CP, & LC Use TAZ Mayhew, Perry Park and Town Commons

59 City 0 Sewer Yes L003 GR & CP Use TAZ Town Commons60 City 0 Sewer Yes L002/L003 GR Use TAZ Town Commons61 City 0 Sewer Yes L002 GR & LC Use TAZ Town Commons 62 City 0 Sewer Yes L002 GR, OC & HC Use TAZ Town Commons & Urbana



Sewer or Septic


63 City 0 Sewer Yes L002/L003 GR & GC Use TAZ New Town 64 City 0 Sewer Yes L003 GR & LC Use TAZ from 2007 Town Commons65 City 0 Sewer Yes L003 GR & LC Use TAZ Town Commons66 City 0 Sewer Yes L002 GR & GC Use TAZ Town Commons67 City 0 Sewer Yes L002 GR Use TAZ Town Commons68 City 0 Sewer Yes L002 GR, OC & GC Use TAZ Town Commons69 City 0 Sewer Yes L002 GR & GC Use TAZ Town Commons70 City 0 Sewer Yes L002 GR Use TAZ Town Commons71 City 0 Sewer Yes L002 GR & GC Use TAZ New Town 72 City 0 Sewer Yes L002 GR & GC Use TAZ New Town & Town Commons73 City 0 Sewer Yes L003 GR & GC Use TAZ New Town & Town Commons74 City 0 Sewer Yes L003/L010 GR & LC Use TAZ Town Commons75 City 0 Sewer Yes L003/L004 GR & LC Use TAZ Town Commons76 City 0 Sewer Yes L003 LC * Added 35 RES accounts Town Commons77 City 0 Sewer Yes L003 GR Use TAZ Town Commons78 City 0 Sewer Yes L003 GR * Added 9 RES accounts Town Commons79 City 0 Sewer Yes L003 GR Use TAZ Town Commons80 City 0 Sewer Yes L003 GR & GC Use TAZ New Town & Town Commons81 City 0 Sewer Partial L004 R6 & GC Use TAZ Day Tract & Lawrenceville82 City 0 Sewer Yes L004 GI, LC, GR & HC Use TAZ Ayres & Day Tract83 City 0 Sewer Yes L004 GR, GC, CP, LC & HC Use TAZ Washington Heights

84 City 0 Sewer Yes L004 GI & GC * Added 27 RES accounts Avers, Day Tract & Lawrenceville

85 City 0 Private Yes L004 GI, GC & GR * Added 91 RES accounts86 City 0 Sewer Yes L003 R6, GR, OC & LC Use TAZ Town Commons87 City 0 Private Yes L004 R6 * Added 12 RES accounts Lincoln Park88 City 0 Sewer Yes L004 R6 & GR Use TAZ Lawrenceville89 City 0 Sewer Yes L003/L004 R6 & GC Use TAZ Day Tract & New Town90 City 0 Sewer Yes L003 R6 & GC Use TAZ New Town92 City 0 Partial Yes L035 HC, M20, R9, CP & M12 * Added 58 RES accounts93 City 0 Sewer Yes L035 BI & R6 Use TAZ ARCO94 City 0 Sewer Partial L035 HC Use TAZ ARCO95 City 0 Septic Yes None BI Use TAZ

96 City 80 Partial Yes L035 BI, R6, CP, GC & M12 Use TAZ ARCO, Lipthratt Island & Brunswick Farms

97 City 0 Partial Yes L035 HC, GI & R6 Use TAZ Model Farms98 City 0 Sewer Yes L035 CP Use TAZ99 City 30 Septic Yes L004 HC, R6, GC & LC * Added 0 RES accounts Model Farms

100 City 0 Partial Yes L004 R6 & HC Use TAZ Lawrenceville101 City 0 Partial Yes L004 R6 & GC Use TAZ Lawrenceville102 City 0 Sewer Yes L004 GC & R6 Use TAZ Peninsula Park & Day Tract103 City 0 None Yes L004 CP Cemetary: Use TAZ104 City 0 Sewer Yes L004 BI WWTP: Use TAZ105 Cit 0 P ti l Y L003/L004 GR GC & HC U TAZ P i l P k & N T105 City 0 Partial Yes L003/L004 GR, GC & HC Use TAZ Peninsula Park & New Town106 City 0 Sewer Yes L003 GC, CP, HC & GR Use TAZ New Town 107 City 0 Sewer Yes L003 GR, GC, HC & PDTN Use TAZ New Town 108 City 0 Sewer Yes L003 GR, GC, HC, LC & CP Use TAZ New Town 109 City 0 Sewer Yes L003 GR & HC Use TAZ New Town 110 City 0 Sewer Yes L003 GR Use TAZ New Town 111 City 0 Sewer Yes L002/L003 GC & GR Use TAZ New Town 112 City 0 Sewer Yes L002 GC & GR Use TAZ New Town 113 City 0 Sewer Yes L002 GR, OC & GR Use TAZ New Town 114 City 0 Sewer Yes L002 GC & GR * Added 1 RES accounts New Town 115 City 0 Sewer Yes L002 GR & OC Use TAZ New Town 116 City 0 Private Yes L002 BI & CP * Added 3 RES accounts117 City 0 Sewer Yes L002 GR, LC & OC Use TAZ New Town 118 City 0 Sewer Yes L002 GR & OC Use TAZ New Town 119 City 0 Sewer Yes L002 GC & BI Use TAZ Old Town120 City 0 Sewer Yes L002 GR, CP & GP Use TAZ Old Town121 City 0 Sewer Yes L002 GR & CP Use TAZ Old Town122 City 0 Sewer Yes L002 GR Use TAZ Old Town123 City 0 Sewer Yes L002 GR Use TAZ Old Town124 City 0 Sewer Yes L002 GR & CP Use TAZ Old Town125 City 0 Sewer Yes L002 GR & BI Use TAZ Old Town126 City 0 Sewer Yes L002 GC & BI Use TAZ Old Town127 City 0 Sewer Yes L002 GR, LC & OC Use TAZ Town Commons

128 City 0 Sewer Yes L002 GC, CP & R9 Use TAZ Town Commons & Windsor Park

129 City 0 Sewer Yes L002 GR, LI & GI Use TAZ Dixiville130 City 0 Sewer Yes L002 GR & GC Use TAZ Old Town131 City 0 Sewer Yes L002 GR, CP & OC Use TAZ Old Town132 City 0 Sewer Yes L002 GR Use TAZ Old Town133 City 0 Sewer Yes L002 GR & CP Use TAZ Old Town134 City 0 Sewer Yes L002 R9 & CP Use TAZ Windsor Park135 City 0 Sewer Yes L002 CP * Added 1 RES accounts Windsor Park & Marsh Tract

136 City 300 Planned Yes L002 GR & R9 Will be sewered in future: Use TAZ



Sewer or Septic


137 City 0 Sewer Yes L002 GR, CP & LI Use TAZ Old Town138 City 0 Sewer Yes L002 GR Use TAZ Old Town139 City 0 Planned Yes L002 GR & R6 Use TAZ Habersham Park140 City 0 None Partial L002 CP * Added 0 RES accounts141 City 21 Planned Yes L002 GI, GR & CP Use TAZ142 City 0 Sewer Yes L001/L002 GR Use TAZ Old Town

143 City 0 Sewer Yes L001/L002 R6, LC & GR Use TAZ from 2007Old Town, South End,

Davenport Tract & 4.5 Acre Tract

144 City 0 Sewer Yes L001 BI &R6 Use TAZ145 City 0 Sewer Yes L002 GR & GI Use TAZ Old Town146 City 0 Sewer Yes L001/L002 R6 Use TAZ South End

147 City 0 Sewer Yes L001 R6 Use TAZ South Union and 33 Acre Tract

148 City 2,775 Planned Partial L002 PDG & BILiberty Harbor: 300 Lots @ 2.5

Residents/HH & 2400 Condos @ 2 Residents/Condos

Liberty Harbor

150 City 0 Partial Yes L001 BI * Added 1 RES accounts South Yard151 City 0 Sewer Yes L002 GC Use TAZ Old Town152 City 0 Sewer Yes L003 GR & HC Use TAZ New Town 153 City 0 Sewer Yes L003 LC, GR & GC Use TAZ New Town 154 City 0 Sewer Yes L003 GR Use TAZ Town Commons


156 City 0 Private Yes L043 R9, HC M9, OC & GC * Added 259 RES accounts157 City 0 Sewer Partial L035/L004 GC & CP Use TAZ158 City 0 Partial Yes L006/L007 R9 * Added 17 RES accounts Magnolia Park159 City 0 Sewer Partial L006 GC & R9 Use TAZ Brunswick Farms160 City 0 Partial Yes L011 R9, HC & PDH * Added 24 RES accounts Glynn Plaza & Magnolia Park

161 City 0 Partial Partial L035 GI, GC, LI & R6 Use TAZ Community Commercial / Industrial

162 City 0 Septic Partial None BI Use TAZ

163 City 48 Septic Partial None BI, R9, M20, LC & HC Will be sewered in future: Estimate 25 HH @ 2.5 Residents/HH

164 City 0 Septic Yes L035 R12, CP, HC, R9 & MH * Added 1 RES accounts165 City 0 Sewer Yes L035 HC & GI * Added 3 RES accounts

166 City 153 Partial Partial L011 PDI & HC Will be sewered in future: Use TAZ

179 City 0 Septic Yes L127 GR & HC * Added 0 RES accounts181 City 0 Partial Partial L036 FC, HC, FA, GR & R9 Use TAZ Glyndale

195 City 0 Private Yes L048 G Website consensus (2300 pop. With 20% off campus) FLETC

196 Cit 0 S Y L048 G & R6 U TAZ f 2007 FLETC196 City 0 Sewer Yes L048 G & R6 Use TAZ from 2007 FLETC200 City 0 Sewer Yes L023 R9, LC & GC Use TAZ Glynco Annex201 City 0 Partial Partial L048 FA, PD & R12 * Added 14 RES accounts

202 City 0 Sewer Yes L023 PDR, R12 & R9 Use TAZ from 2007 Cambro Tract, Palmetto Estate & Glynn Marsh

203 City 0 Partial Yes L028 R6 & R12 Use TAZ from 2007 Culligans Landing

204 City 0 Sewer Yes L021/L027/L028 OC, HC, R6 & R9 Use TAZ from 2007 Beverly Shores & Country Club

Heights

205 City 0 Sewer Yes L028 PDG Use TAZ from 2007 Hidden Lakes & Marsh Landing

206 City 0 Sewer Yes L021 HC, R6 & R9 Use TAZ Beverly Shores207 City 0 Sewer Yes L021 HC, R9 & MR Use TAZ from 2007 Bristol & Beverly Shores208 City 0 Partial Yes L027 R9, GR, MH & PDR Use TAZ Bridge Water209 City 0 Sewer Yes L021 HC * Added 0 RES accounts Glynn Isles210 City 14 Partial Yes L043 R6, R12, HC, OC & M20 Use TAZ Palm Lakes211 City 0 Sewer Yes L022 HC * Added 0 RES accounts Azelea Gardens

212 City 0 Sewer Yes L021 R9 & HC Use TAZ College Park & Brunswick Farms

213 City 0 Private Yes L056 LI, HC GR & PDR * Added 98 RES accounts214 City 0 Sewer Yes L021/L056 PDR, R12, GR & MR Use TAZ Cypress Run215 City 0 Sewer Yes L021 R9, HC & GR Use TAZ216 City 0 Planned Partial L044 PDR & PDS Use TAZ Glynn Place217 City 0 Septic Partial None R12, M20 R20 & LC Use TAZ

218 City 0 Planned Partial L044 PDS, MR & PDR Use TAZ Glynn Place & Peppertree Crossing

219 City 0 Private Yes L044 GC & PDS Use TAZ Mall220 City 0 Planned Partial L021 PDS, GC, HC, MR & OC Use TAZ221 City 0 Planned Partial L056 PDS, M20 & MR * Added 29 RES accounts Brunswick Farms222 City 0 Partial Yes L056 R12, GI, HC, LI M20, & R9 Use TAZ Mill Crest223 City 0 Private Yes L044 PDS, M20, R12, R20 & GC Use TAZ Chapel Crossing224 City 0 Septic Yes None R9, OC, M20, M6 & R12 * Added 0 RES accounts225 City 0 Partial Partial L036 FA, LI, FC, R9, M20 & GC Use TAZ226 City 0 Partial Partial L036 FA, LI, M9, M20, R9 & FC Took 1/2 TAZ227 City 0 Partial Yes None R12, MH, LC, MH6, R9 & GR Use TAZ from 2007 Chapel Park



Sewer or Septic


228 City 0 Partial Yes L035 R9, R12, MH & M20 Use TAZ from 2007 Pine Ridge & Druid Hills229 City 0 Septic Yes None HC, R9, M12 & LI * Added 0 RES accounts230 City 0 Septic Yes None FA, MH & PDR * Added 0 RES accounts231 City 0 Septic Yes None PDG, FA & HC * Added 0 RES accounts232 City 0 Private Partial None M20, HC & R9 * Added 0 RES accounts233 City 0 Septic Yes None R9, GC & OC * Added 3 RES accounts234 City 0 Partial Yes None R20, HC & GC Use TAZ Center Square235 City 0 Septic Yes None R9, M20, R20 & GR * Added 0 RES accounts

240 City 175 Sewer Yes L048 HC, PDR, FA, PDS & R12 Use TAZ Greyfield Villas, Belle Pointe & Powers Landing

241 City 0 Septic Yes None R12 & CP Use TAZ from 2007 Belle Point East242 City 140 Planned Partial None HC, GR & MR Use TAZ243 City 0 Septic Partial None GR, R9 & HC * Added 2 RES accounts244 City 0 Private Partial L043 R9, CP, HC & M12 * Added 5 RES accounts248 City 0 Private Yes L003 HC & GC Use TAZ Maritime & Hercules249 City 0 Septic Partial None GR & CP Use TAZ250 City 0 Sewer Yes L017 GR, CP, R9, HC & BI Use TAZ from 2007 Riverside & Oak Park

251 City 0 Private Partial L017 HC &MH Use TAZ Brunswick Farms & Marshview Apt

335 City 0 Partial Yes L036 R9, R12, FA, LI, LC & HC * Added 0 RES accounts336 City 0 Partial Yes L036 R6, R12, R9 & FC Some included in TAZ 337337 City 0 Partial Yes L036 FC, R12 & PD * Added 0 RES accounts338 City 0 Septic Yes None HC, M20, LC, R9, FA & LI * Added 0 RES accounts372 City 193 Planned Yes L056 PDR Use TAZ Moss Creek Villas373 City 0 Private Yes L021 PDS * Added 2 RES accounts Village at Glynn Place374 City 0 Private Partial None HC, R12, R20, LC & FA Use TAZ

Taz 29 Estimate

Total 4,285

* If projection was zero then used COM & RES #'s for missing data. COM & RES #'s came from billing

data. Per 1 RES account, 2.5 residents were added to overall




Sewer or Septic


1 City 0 Sewer Yes L002 GC * Added 13 RES accounts New Town2 City 0 Sewer Yes L002 OC * Added 23 RES accounts New Town3 City 0 Sewer Yes L002 GC &OC * Added 10 RES accounts Old Town4 City 0 Sewer Yes L002 GC & GR Use TAZ Old Town5 City 0 Sewer Yes L002 GC & GR Use TAZ Town Commons6 City 0 Sewer Yes L002 GC & GR Use TAZ Old Town7 City 0 Sewer Yes L002 GC * Added 34 RES accounts Old Town8 City 0 Sewer Yes L002 GC &OC * Added 7 RES accounts Old Town9 City 0 Sewer Yes L002 GR Use TAZ Old Town10 City 0 Sewer Yes L002 GC * Added 13 RES accounts Old Town11 City 0 Sewer Yes L002 GC & GR Use TAZ Old Town & Downing Place12 City 0 Sewer Yes L002 GC * Added 8 RES accounts Old Town13 City 0 Sewer Yes L002 GC * Added 2 RES accounts Old Town14 City 0 Sewer Yes L002 GC * Added 1 RES accounts Old Town15 City 0 Sewer Yes L002 GC * Added 2 RES accounts New Town16 City 0 Partial Yes L035 HC & R9 Use TAZ17 City 0 Partial Yes L035 G/LI, R12, M6, R/M20, & HC Use TAZ


19 City 0 Partial Yes L035 GR, R6 & HC Use TAZ Brunswick Villas & ARCO20 City 0 Partial Yes L004 R6 & HC Use TAZ Brunswick Villas 21 City 0 Partial Yes L004 R6, GR & HC Use TAZ Lawrenceville22 City 0 Sewer Yes L004 R6 Use TAZ Lawrenceville23 City 0 Septic Yes None GI & LI Use TAZ24 City 0 Septic Yes None HC & LI Use TAZ25 City 0 Sewer Yes L007/L011 R9 Use TAZ from 200726 City 0 Sewer Yes 4006 R6 & HC Use TAZ Brunswick Villas27 City 0 Septic Yes None R6 & HC * Added 0 RES accounts Brunswick Villas


29 City 0 Partial Yes L005 HC, R6 & GR Use TAZ from 2007

Blayton Tract, Bonnie Day, Carver Heights, Day Tract,

Brunswick Villas & Fulk Buhannon

30 City 0 Partial Yes L005 R6 & FA Use TAZ Brunswick Villas

31 City 0 None Yes L005 R6 Will be sewered in future: Use TAZ

32 City 0 Partial Partial L007 R6/9, GC & G/LI Use TAZ


34 City 0 Septic Partial L017 R9, HC & OC Will be sewered in future: Use TAZ

35 City 0 Partial Yes L006 R9 * College: Added 0 RES accounts35 City 0 Partial Yes L006 R9 * College: Added 0 RES accounts


37 City 0 Sewer Yes L017 R9, CP, LM Use TAZ Good Year Park38 City 0 Partial Yes L017 R9 Use TAZ Good Year Park39 City 0 Sewer Yes L017 R9 Use TAZ Good Year Park40 City 0 Partial Yes L017 R9/12 & HC Use TAZ Brunswick Farms & Baker41 City 0 Sewer Yes L017 R9 & HC Use TAZ from 2007 Eastview





58 City 0 Sewer Yes L003 GR, CP, & LC Use TAZ Mayhew, Perry Park and Town Commons

59 City 0 Sewer Yes L003 GR & CP Use TAZ Town Commons60 City 0 Sewer Yes L002/L003 GR Use TAZ Town Commons61 City 0 Sewer Yes L002 GR & LC Use TAZ Town Commons 62 City 0 Sewer Yes L002 GR, OC & HC Use TAZ Town Commons & Urbana



Sewer or Septic


63 City 0 Sewer Yes L002/L003 GR & GC Use TAZ New Town 64 City 0 Sewer Yes L003 GR & LC Use TAZ from 2007 Town Commons65 City 0 Sewer Yes L003 GR & LC Use TAZ Town Commons66 City 0 Sewer Yes L002 GR & GC Use TAZ Town Commons67 City 0 Sewer Yes L002 GR Use TAZ Town Commons68 City 0 Sewer Yes L002 GR, OC & GC Use TAZ Town Commons69 City 0 Sewer Yes L002 GR & GC Use TAZ Town Commons70 City 0 Sewer Yes L002 GR Use TAZ Town Commons71 City 0 Sewer Yes L002 GR & GC Use TAZ New Town 72 City 0 Sewer Yes L002 GR & GC Use TAZ New Town & Town Commons73 City 0 Sewer Yes L003 GR & GC Use TAZ New Town & Town Commons74 City 0 Sewer Yes L003/L010 GR & LC Use TAZ Town Commons75 City 0 Sewer Yes L003/L004 GR & LC Use TAZ Town Commons76 City 0 Sewer Yes L003 LC * Added 35 RES accounts Town Commons77 City 0 Sewer Yes L003 GR Use TAZ Town Commons78 City 0 Sewer Yes L003 GR * Added 9 RES accounts Town Commons79 City 0 Sewer Yes L003 GR Use TAZ Town Commons80 City 0 Sewer Yes L003 GR & GC Use TAZ New Town & Town Commons81 City 0 Sewer Partial L004 R6 & GC Use TAZ Day Tract & Lawrenceville82 City 0 Sewer Yes L004 GI, LC, GR & HC Use TAZ Ayres & Day Tract83 City 0 Sewer Yes L004 GR, GC, CP, LC & HC Use TAZ Washington Heights

84 City 0 Sewer Yes L004 GI & GC * Added 27 RES accounts Avers, Day Tract & Lawrenceville

85 City 0 Private Yes L004 GI, GC & GR * Added 91 RES accounts86 City 0 Sewer Yes L003 R6, GR, OC & LC Use TAZ Town Commons87 City 0 Private Yes L004 R6 * Added 12 RES accounts Lincoln Park88 City 0 Sewer Yes L004 R6 & GR Use TAZ Lawrenceville89 City 0 Sewer Yes L003/L004 R6 & GC Use TAZ Day Tract & New Town90 City 0 Sewer Yes L003 R6 & GC Use TAZ New Town92 City 0 Partial Yes L035 HC, M20, R9, CP & M12 * Added 58 RES accounts93 City 0 Sewer Yes L035 BI & R6 Use TAZ ARCO94 City 0 Sewer Partial L035 HC Use TAZ ARCO95 City 0 Septic Yes None BI Use TAZ

96 City 0 Partial Yes L035 BI, R6, CP, GC & M12 Use TAZ ARCO, Lipthratt Island & Brunswick Farms

97 City 0 Partial Yes L035 HC, GI & R6 Use TAZ Model Farms98 City 0 Sewer Yes L035 CP Use TAZ99 City 0 Septic Yes L004 HC, R6, GC & LC * Added 0 RES accounts Model Farms

100 City 0 Partial Yes L004 R6 & HC Use TAZ Lawrenceville101 City 0 Partial Yes L004 R6 & GC Use TAZ Lawrenceville102 City 0 Sewer Yes L004 GC & R6 Use TAZ Peninsula Park & Day Tract103 City 0 None Yes L004 CP Cemetary: Use TAZ104 City 0 Sewer Yes L004 BI WWTP: Use TAZ105 Cit 0 P ti l Y L003/L004 GR GC & HC U TAZ P i l P k & N T105 City 0 Partial Yes L003/L004 GR, GC & HC Use TAZ Peninsula Park & New Town106 City 0 Sewer Yes L003 GC, CP, HC & GR Use TAZ New Town 107 City 0 Sewer Yes L003 GR, GC, HC & PDTN Use TAZ New Town 108 City 0 Sewer Yes L003 GR, GC, HC, LC & CP Use TAZ New Town 109 City 0 Sewer Yes L003 GR & HC Use TAZ New Town 110 City 0 Sewer Yes L003 GR Use TAZ New Town 111 City 0 Sewer Yes L002/L003 GC & GR Use TAZ New Town 112 City 0 Sewer Yes L002 GC & GR Use TAZ New Town 113 City 0 Sewer Yes L002 GR, OC & GR Use TAZ New Town 114 City 0 Sewer Yes L002 GC & GR * Added 1 RES accounts New Town 115 City 0 Sewer Yes L002 GR & OC Use TAZ New Town 116 City 0 Private Yes L002 BI & CP * Added 3 RES accounts117 City 0 Sewer Yes L002 GR, LC & OC Use TAZ New Town 118 City 0 Sewer Yes L002 GR & OC Use TAZ New Town 119 City 0 Sewer Yes L002 GC & BI Use TAZ Old Town120 City 0 Sewer Yes L002 GR, CP & GP Use TAZ Old Town121 City 0 Sewer Yes L002 GR & CP Use TAZ Old Town122 City 0 Sewer Yes L002 GR Use TAZ Old Town123 City 0 Sewer Yes L002 GR Use TAZ Old Town124 City 0 Sewer Yes L002 GR & CP Use TAZ Old Town125 City 0 Sewer Yes L002 GR & BI Use TAZ Old Town126 City 0 Sewer Yes L002 GC & BI Use TAZ Old Town127 City 0 Sewer Yes L002 GR, LC & OC Use TAZ Town Commons

128 City 0 Sewer Yes L002 GC, CP & R9 Use TAZ Town Commons & Windsor Park

129 City 0 Sewer Yes L002 GR, LI & GI Use TAZ Dixiville130 City 0 Sewer Yes L002 GR & GC Use TAZ Old Town131 City 0 Sewer Yes L002 GR, CP & OC Use TAZ Old Town132 City 0 Sewer Yes L002 GR Use TAZ Old Town133 City 0 Sewer Yes L002 GR & CP Use TAZ Old Town134 City 0 Sewer Yes L002 R9 & CP Use TAZ Windsor Park135 City 0 Sewer Yes L002 CP * Added 1 RES accounts Windsor Park & Marsh Tract

136 City 0 Planned Yes L002 GR & R9 Will be sewered in future: Use TAZ



Sewer or Septic


137 City 0 Sewer Yes L002 GR, CP & LI Use TAZ Old Town138 City 0 Sewer Yes L002 GR Use TAZ Old Town139 City 0 Planned Yes L002 GR & R6 Use TAZ Habersham Park140 City 0 None Partial L002 CP * Added 0 RES accounts141 City 0 Planned Yes L002 GI, GR & CP Use TAZ142 City 0 Sewer Yes L001/L002 GR Use TAZ Old Town

143 City 0 Sewer Yes L001/L002 R6, LC & GR Use TAZ from 2007Old Town, South End,

Davenport Tract & 4.5 Acre Tract

144 City 0 Sewer Yes L001 BI &R6 Use TAZ145 City 0 Sewer Yes L002 GR & GI Use TAZ Old Town146 City 0 Sewer Yes L001/L002 R6 Use TAZ South End

147 City 0 Sewer Yes L001 R6 Use TAZ South Union and 33 Acre Tract

148 City 2,775 Planned Partial L002 PDG & BILiberty Harbor: 300 Lots @ 2.5

Residents/HH & 2400 Condos @ 2 Residents/Condos

Liberty Harbor

150 City 0 Partial Yes L001 BI * Added 1 RES accounts South Yard151 City 0 Sewer Yes L002 GC Use TAZ Old Town152 City 0 Sewer Yes L003 GR & HC Use TAZ New Town 153 City 0 Sewer Yes L003 LC, GR & GC Use TAZ New Town 154 City 0 Sewer Yes L003 GR Use TAZ Town Commons


156 City 0 Private Yes L043 R9, HC M9, OC & GC * Added 259 RES accounts157 City 0 Sewer Partial L035/L004 GC & CP Use TAZ158 City 0 Partial Yes L006/L007 R9 * Added 17 RES accounts Magnolia Park159 City 0 Sewer Partial L006 GC & R9 Use TAZ Brunswick Farms160 City 0 Partial Yes L011 R9, HC & PDH * Added 24 RES accounts Glynn Plaza & Magnolia Park

161 City 0 Partial Partial L035 GI, GC, LI & R6 Use TAZ Community Commercial / Industrial

162 City 0 Septic Partial None BI Use TAZ

163 City 0 Septic Partial None BI, R9, M20, LC & HC Will be sewered in future: Estimate 25 HH @ 2.5 Residents/HH

164 City 0 Septic Yes L035 R12, CP, HC, R9 & MH * Added 1 RES accounts165 City 0 Sewer Yes L035 HC & GI * Added 3 RES accounts

166 City 0 Partial Partial L011 PDI & HC Will be sewered in future: Use TAZ

179 City 0 Septic Yes L127 GR & HC * Added 0 RES accounts181 City 0 Partial Partial L036 FC, HC, FA, GR & R9 Use TAZ Glyndale

195 City 0 Private Yes L048 G Website consensus (2300 pop. With 20% off campus) FLETC

196 Cit 0 S Y L048 G & R6 U TAZ f 2007 FLETC196 City 0 Sewer Yes L048 G & R6 Use TAZ from 2007 FLETC200 City 0 Sewer Yes L023 R9, LC & GC Use TAZ Glynco Annex201 City 0 Partial Partial L048 FA, PD & R12 * Added 14 RES accounts

202 City 0 Sewer Yes L023 PDR, R12 & R9 Use TAZ from 2007 Cambro Tract, Palmetto Estate & Glynn Marsh

203 City 0 Partial Yes L028 R6 & R12 Use TAZ from 2007 Culligans Landing

204 City 0 Sewer Yes L021/L027/L028 OC, HC, R6 & R9 Use TAZ from 2007 Beverly Shores & Country Club

Heights

205 City 0 Sewer Yes L028 PDG Use TAZ from 2007 Hidden Lakes & Marsh Landing

206 City 0 Sewer Yes L021 HC, R6 & R9 Use TAZ Beverly Shores207 City 0 Sewer Yes L021 HC, R9 & MR Use TAZ from 2007 Bristol & Beverly Shores208 City 0 Partial Yes L027 R9, GR, MH & PDR Use TAZ Bridge Water209 City 0 Sewer Yes L021 HC * Added 0 RES accounts Glynn Isles210 City 0 Partial Yes L043 R6, R12, HC, OC & M20 Use TAZ Palm Lakes211 City 0 Sewer Yes L022 HC * Added 0 RES accounts Azelea Gardens

212 City 0 Sewer Yes L021 R9 & HC Use TAZ College Park & Brunswick Farms

213 City 0 Private Yes L056 LI, HC GR & PDR * Added 98 RES accounts214 City 0 Sewer Yes L021/L056 PDR, R12, GR & MR Use TAZ Cypress Run215 City 0 Sewer Yes L021 R9, HC & GR Use TAZ216 City 0 Planned Partial L044 PDR & PDS Use TAZ Glynn Place217 City 0 Septic Partial None R12, M20 R20 & LC Use TAZ

218 City 0 Planned Partial L044 PDS, MR & PDR Use TAZ Glynn Place & Peppertree Crossing

219 City 0 Private Yes L044 GC & PDS Use TAZ Mall220 City 0 Planned Partial L021 PDS, GC, HC, MR & OC Use TAZ221 City 0 Planned Partial L056 PDS, M20 & MR * Added 29 RES accounts Brunswick Farms222 City 0 Partial Yes L056 R12, GI, HC, LI M20, & R9 Use TAZ Mill Crest223 City 0 Private Yes L044 PDS, M20, R12, R20 & GC Use TAZ Chapel Crossing224 City 0 Septic Yes None R9, OC, M20, M6 & R12 * Added 0 RES accounts225 City 0 Partial Partial L036 FA, LI, FC, R9, M20 & GC Use TAZ226 City 0 Partial Partial L036 FA, LI, M9, M20, R9 & FC Took 1/2 TAZ227 City 0 Partial Yes None R12, MH, LC, MH6, R9 & GR Use TAZ from 2007 Chapel Park



Sewer or Septic


228 City 0 Partial Yes L035 R9, R12, MH & M20 Use TAZ from 2007 Pine Ridge & Druid Hills229 City 0 Septic Yes None HC, R9, M12 & LI * Added 0 RES accounts230 City 0 Septic Yes None FA, MH & PDR * Added 0 RES accounts231 City 0 Septic Yes None PDG, FA & HC * Added 0 RES accounts232 City 0 Private Partial None M20, HC & R9 * Added 0 RES accounts233 City 0 Septic Yes None R9, GC & OC * Added 3 RES accounts234 City 0 Partial Yes None R20, HC & GC Use TAZ Center Square235 City 0 Septic Yes None R9, M20, R20 & GR * Added 0 RES accounts

240 City 0 Sewer Yes L048 HC, PDR, FA, PDS & R12 Use TAZ Greyfield Villas, Belle Pointe & Powers Landing

241 City 0 Septic Yes None R12 & CP Use TAZ from 2007 Belle Point East242 City 0 Planned Partial None HC, GR & MR Use TAZ243 City 0 Septic Partial None GR, R9 & HC * Added 2 RES accounts244 City 0 Private Partial L043 R9, CP, HC & M12 * Added 5 RES accounts248 City 0 Private Yes L003 HC & GC Use TAZ Maritime & Hercules249 City 0 Septic Partial None GR & CP Use TAZ250 City 0 Sewer Yes L017 GR, CP, R9, HC & BI Use TAZ from 2007 Riverside & Oak Park

251 City 0 Private Partial L017 HC &MH Use TAZ Brunswick Farms & Marshview Apt

335 City 0 Partial Yes L036 R9, R12, FA, LI, LC & HC * Added 0 RES accounts336 City 0 Partial Yes L036 R6, R12, R9 & FC Some included in TAZ 337337 City 0 Partial Yes L036 FC, R12 & PD * Added 0 RES accounts338 City 0 Septic Yes None HC, M20, LC, R9, FA & LI * Added 0 RES accounts372 City 0 Planned Yes L056 PDR Use TAZ Moss Creek Villas373 City 0 Private Yes L021 PDS * Added 2 RES accounts Village at Glynn Place374 City 0 Private Partial None HC, R12, R20, LC & FA Use TAZ

Taz 29 Estimate

Total 2,775

* If projection was zero then used COM & RES #'s for missing data. COM & RES #'s came from billing

data. Per 1 RES account, 2.5 residents were added to overall



City Per Capita 136.04 Total City Projected 2007 AAD Flow 4.902 MGD

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes142 55.00 7,482.43 5.20 4.31 22.38 Split btwn (1/3) L001 & (2/3) L002143 230.00 31,290.18 21.73 4.13 89.64 Split btwn (1/2) L001 & (1/2) L002144 17.00 2,312.75 1.61 4.39 7.05146 101.50 13,808.49 9.59 4.24 40.68 Split btwn (1/2) L001 & (1/2) L002147 192.00 26,120.50 18.14 4.15 75.36148 0.00 0.00 0.00 0.00 0.00 Moved to LS4002150 2.50 340.11 0.24 4.46 1.05

Total 598.00 81,354.47 56.50 - 236.15

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes1 32.50 4,421.44 3.07 4.35 13.352 57.50 7,822.54 5.43 4.30 23.373 25.00 3,401.11 2.36 4.37 10.314 64.00 8,706.83 6.05 4.29 25.955 104.00 14,148.60 9.83 4.24 41.656 12.00 1,632.53 1.13 4.41 5.007 85.00 11,563.76 8.03 4.26 34.238 17.50 2,380.77 1.65 4.39 7.259 13.00 1,768.58 1.23 4.40 5.41

10 32.50 4,421.44 3.07 4.35 13.3511 44.00 5,985.95 4.16 4.33 17.9812 20.00 2,720.89 1.89 4.38 8.2813 5.00 680.22 0.47 4.44 2.1014 2.50 340.11 0.24 4.46 1.0515 5.00 680.22 0.47 4.44 2.1060 19.00 2,584.84 1.80 4.38 7.87 Split btwn (1/2) L002 & (1/2) L00361 278.00 37,820.30 26.26 4.09 107.4862 172.00 23,399.61 16.25 4.17 67.7863 41.33 5,623.16 3.90 4.33 16.91 Split btwn (2/3) L002 & (1/3) L00366 14.00 1,904.62 1.32 4.40 5.8267 80.00 10,883.54 7.56 4.27 32.2668 41.00 5,577.81 3.87 4.33 16.7869 64.00 8,706.83 6.05 4.29 25.9570 0.00 0.00 0.00 0.00 0.0071 92.00 12,516.07 8.69 4.25 36.9772 98.00 13,332.34 9.26 4.25 39.31

111 18.00 2,448.80 1.70 4.39 7.46 Split btwn (1/2) L002 & (1/2) L003112 26.00 3,537.15 2.46 4.36 10.72113 29.00 3,945.28 2.74 4.36 11.94114 2.50 340.11 0.24 4.46 1.05115 283.00 38,500.53 26.74 4.09 109.33116 7.50 1,020.33 0.71 4.43 3.14117 95 00 12 924 20 8 98 4 25 38 14

Basin L001

Basin L002

117 95.00 12,924.20 8.98 4.25 38.14118 120.00 16,325.31 11.34 4.22 47.85119 0.00 0.00 0.00 0.00 0.00120 196.00 26,664.67 18.52 4.15 76.87121 93.00 12,652.12 8.79 4.25 37.36122 23.00 3,129.02 2.17 4.37 9.50123 39.00 5,305.73 3.68 4.34 15.97124 166.00 22,583.35 15.68 4.18 65.50125 234.00 31,834.36 22.11 4.12 91.13126 7.00 952.31 0.66 4.43 2.93127 184.00 25,032.14 17.38 4.16 72.33128 32.00 4,353.42 3.02 4.35 13.15129 208.00 28,297.21 19.65 4.14 81.39130 150.00 20,406.64 14.17 4.19 59.39131 218.00 29,657.65 20.60 4.13 85.15132 53.00 7,210.35 5.01 4.31 21.58133 298.00 40,541.19 28.15 4.08 114.86134 276.00 37,548.22 26.08 4.09 106.74135 2.50 340.11 0.24 4.46 1.05136 60.00 8,162.66 5.67 4.30 24.36137 360.00 48,975.93 34.01 4.04 137.52138 304.00 41,357.45 28.72 4.08 117.06139 92.00 12,516.07 8.69 4.25 36.97140 0.00 0.00 0.00 0.00 0.00141 75.00 10,203.32 7.09 4.28 30.30142 110.00 14,964.87 10.39 4.23 43.98 Split btwn (1/3) L001 & (2/3) L002143 230.00 31,290.18 21.73 4.13 89.64 Split btwn (1/2) L001 & (1/2) L002145 48.00 6,530.12 4.53 4.32 19.58146 101.50 13,808.49 9.59 4.24 40.68 Split btwn (1/2) L001 & (1/2) L002151 0.00 0.00 0.00 0.00 0.00148 0.00 0.00 0.00 0.00 0.00 Moved from LS4001 (JUNE2009)

Total 5,559.83 756,383.40 525.27 - 2,193.15



TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes44 307.50 41,833.61 29.05 4.07 118.3548 220.00 29,929.74 20.78 4.13 85.9049 207.00 28,161.16 19.56 4.14 81.0150 41.00 5,577.81 3.87 4.33 16.7851 69.00 9,387.05 6.52 4.28 27.9352 30.00 4,081.33 2.83 4.35 12.3453 5.00 680.22 0.47 4.44 2.1054 118.00 16,053.22 11.15 4.22 47.0855 94.00 12,788.16 8.88 4.25 37.7556 184.00 25,032.14 17.38 4.16 72.3357 193.00 26,256.54 18.23 4.15 75.7458 417.00 56,730.46 39.40 4.01 158.1259 130.00 17,685.75 12.28 4.21 51.7160 19.00 2,584.84 1.80 4.38 7.87 Split btwn (1/2) L002 & (1/2) L00363 20.67 2,811.58 1.95 4.38 8.55 Split btwn (2/3) L002 & (1/3) L00364 414.00 56,322.32 39.11 4.02 157.0465 28.00 3,809.24 2.65 4.36 11.5373 124.00 16,869.49 11.71 4.22 49.4074 98.25 13,366.35 9.28 4.25 39.41 Split btwn (3/4) L003 & (1/4) L00475 231.88 31,545.26 21.91 4.12 90.34 Split btwn (7/8) L003 & (1/8) L00476 87.50 11,903.87 8.27 4.26 35.2177 12.00 1,632.53 1.13 4.41 5.0078 22.50 3,061.00 2.13 4.37 9.3079 90.00 12,243.98 8.50 4.26 36.1980 116.00 15,781.13 10.96 4.23 46.3186 186.00 25,304.23 17.57 4.16 73.0989 23.00 3,129.02 2.17 4.37 9.50 Split btwn (1/3) L003 & (2/3) L00490 117.00 15,917.18 11.05 4.22 46.69

105 59.33 8,071.96 5.61 4.30 24.10 Split btwn (1/3) L003 & (2/3) L004106 190.00 25,848.41 17.95 4.16 74.60107 231.00 31,426.22 21.82 4.12 90.01108 187.00 25,440.28 17.67 4.16 73.47109 24.00 3,265.06 2.27 4.37 9.91110 74.00 10,067.28 6.99 4.28 29.90111 18.00 2,448.80 1.70 4.39 7.46 Split btwn (1/2) L002 & (1/2) L003152 98.00 13,332.34 9.26 4.25 39.31153 67.00 9,114.97 6.33 4.29 27.14154 40.00 5,441.77 3.78 4.33 16.38248 20.00 2,720.89 1.89 4.38 8.28

Total 4,613.63 627,657.19 435.87 - 1,813.10

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes21 81 00 11 019 58 7 65 4 27 32 66

Basin L003

Basin L004

21 81.00 11,019.58 7.65 4.27 32.6622 71.00 9,659.14 6.71 4.28 28.7274 32.75 4,455.45 3.09 4.35 13.45 Split btwn (3/4) L003 & (1/4) L00475 33.13 4,506.47 3.13 4.35 13.61 Split btwn (7/8) L003 & (1/8) L00481 201.00 27,344.90 18.99 4.15 78.7582 103.00 14,012.56 9.73 4.24 41.2683 200.00 27,208.85 18.90 4.15 78.3884 67.50 9,182.99 6.38 4.29 27.3485 227.50 30,950.07 21.49 4.13 88.7087 30.00 4,081.33 2.83 4.35 12.3488 38.00 5,169.68 3.59 4.34 15.5789 46.00 6,258.04 4.35 4.32 18.78 Split btwn (1/3) L003 & (2/3) L004

100 103.00 14,012.56 9.73 4.24 41.26101 78.00 10,611.45 7.37 4.27 31.48102 212.00 28,841.38 20.03 4.14 82.89103 0.00 0.00 0.00 0.00 0.00104 0.00 0.00 0.00 0.00 0.00105 118.67 16,143.92 11.21 4.22 47.34 Split btwn (1/3) L003 & (2/3) L004157 0.00 0.00 0.00 0.00 0.00 Split btwn (1/2) L004 & (1/2) L035

Total 1,642.54 223,458.36 155.18 - 652.53

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes28 52.00 7,074.30 4.91 4.31 21.1829 542.00 73,735.99 51.21 3.96 202.5730 105.00 14,284.65 9.92 4.24 42.04

Total 699.00 95,094.94 66.04 - 265.78

Basin L005



TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes26 73.00 9,931.23 6.90 4.28 29.51 AB moved from LS4011 to LS4006

35 0.00 0.00 0.00 1.50 0.00 Added from Records - totaled for all TAZ areas which could be comm college

36 0.00 0.00 0.00 0.00 0.00 Assumed Comm College will grow by 20% over 20 year period155 0.00 40.00 0.03 0.00 0.00 What about college?158 28.33 607.00 0.42 4.36 1.84 Split btwn (2/3) L006 & (1/3) L007159 0.00 0.00 0.00 0.00 0.00

Total 101.33 10,578.23 7.35 - 31.35

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes25 300.50 40,881.30 28.39 4.08 115.78 Split btwn L007 & L01132 42.00 5,713.86 3.97 4.33 17.18

158 14.17 1,927.29 1.34 4.40 5.89 Split btwn (2/3) L006 & (1/3) L007

Total 356.67 48,522.45 33.70 - 138.84

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes25 300.50 40,881.30 28.39 4.08 115.78 Split btwn L007 & L011

160 60.00 8,162.66 5.67 4.30 24.36166 5.00 680.22 0.47 4.44 2.10

Total 365.50 49,724.18 34.53 - 142.24

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes34 0.00 0.00 0.00 0.00 0.0037 204.00 27,753.03 19.27 4.14 79.8838 80.00 10,883.54 7.56 4.27 32.2639 210.00 28,569.29 19.84 4.14 82.1440 140.00 19,046.20 13.23 4.20 55.5641 359.00 48,839.89 33.92 4.04 137.1642 367.00 49,928.24 34.67 4.04 140.0643 0.00 0.00 0.00 0.00 0.0045 97.00 13,196.29 9.16 4.25 38.9246 323.00 43,942.30 30.52 4.06 124.0347 91.00 12,380.03 8.60 4.25 36.58

250 383.00 52,104.95 36.18 4.03 145.86251 79.00 10,747.50 7.46 4.27 31.87

Total 2,333.00 317,391.25 220.41 - 904.33

Basin L006

Basin L007

Basin L011

Basin L017

Basin L021TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes

204 347.67 47,298.05 32.85 4.05 133.04206 265.00 36,051.73 25.04 4.10 102.67207 278.00 37,820.30 26.26 4.09 107.48209 0.00 0.00 0.00 0.00 0.00212 358.00 48,703.84 33.82 4.04 136.80214 40.33 5,487.12 3.81 4.33 16.51215 50.00 6,802.21 4.72 4.31 20.38220 0.00 0.00 0.00 0.00 0.00373 5.00 680.22 0.47 4.44 2.10

Total 1,344.00 561,024.00 389.60 - 974.00

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes33 50.00 6,802.21 4.72 4.31 20.38

211 0.00 0.00 0.00 0.00 0.00

Total 50.00 6,802.21 4.72 - 20.38

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes200 1,133.00 154,138.14 107.04 3.76 402.94202 490.00 66,661.69 46.29 3.98 184.19

Total 1,623.00 246,528.00 171.20 - 428.00

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes204 347.67 47,298.05 32.85 4.05 133.04 Split btwn (1/3) L021, (1/3) L027 & (1/3) L028208 769.00 104,618.03 72.65 3.87 281.21

Total 1,116.67 151,916.09 105.50 - 414.25

Basin L023

Basin L0027

From Ray's DD Numbers


Basin L022



TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes203 1,247.00 169,647.19 117.81 3.74 440.16204 347.67 47,298.05 32.85 4.05 133.04 Split btwn (1/3) L021, (1/3) L027 & (1/3) L028205 925.00 125,840.94 87.39 3.82 333.97

Total 2,519.67 342,786.18 238.05 - 907.16

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes16 27.00 3,673.19 2.55 4.36 11.1317 259.00 35,235.46 24.47 4.10 100.4418 184.00 25,032.14 17.38 4.16 72.3319 219.00 29,793.69 20.69 4.13 85.5292 145.00 19,726.42 13.70 4.20 57.4893 199.00 27,072.81 18.80 4.15 78.0094 0.00 0.00 0.00 0.00 0.0096 317.00 43,126.03 29.95 4.07 121.8497 49.00 6,666.17 4.63 4.32 19.9898 0.00 0.00 0.00 0.00 0.00

157 0.00 0.00 0.00 0.00 0.00 Split btwn (1/2) L004 & (1/2) L035161 21.00 2,856.93 1.98 4.38 8.69164 2.50 340.11 0.24 4.46 1.05165 7.50 1,020.33 0.71 4.43 3.14228 563.00 76,592.92 53.19 3.95 209.95

Total 1,993.00 271,136.21 188.29 - 769.54

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes179 0.00 0.00 0.00 0.00 0.00180 0.00 0.00 0.00 0.00 0.00 North181 134.00 18,229.93 12.66 4.21 53.25183 0.00 0.00 0.00 0.00 0.00184 0.00 0.00 0.00 0.00 0.00225 151.00 20,542.68 14.27 4.19 59.77226 58.00 7,890.57 5.48 4.30 23.57335 0.00 0.00 0.00 0.00 0.00336 0.00 0.00 0.00 0.00 0.00337 0.00 0.00 0.00 0.00 0.00

Total 343.00 46,663.18 32.40 - 136.60

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes156 647.50 88,088.66 61.17 3.91 239.42210 206.00 28,025.12 19.46 4.14 80.64

Basin L028

Basin L035

Basin L036

Basin L0043

210 206.00 28,025.12 19.46 4.14 80.64244 12.50 1,700.55 1.18 4.40 5.20

Total 866.00 117,814.33 81.82 - 325.26

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes216 409.00 55,642.10 38.64 4.02 155.24218 341.00 46,391.09 32.22 4.05 130.61219 0.00 0.00 0.00 0.00 0.00223 14.00 1,904.62 1.32 4.40 5.82

Total 764.00 453,312.00 314.80 - 787.00

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes195 1,840.00 250,321.44 173.83 3.61 628.18196 763.00 103,801.77 72.08 3.87 279.16201 35.00 4,761.55 3.31 4.34 14.36240 275.00 37,412.17 25.98 4.09 106.37

Total 2,913.00 396,296.92 275.21 - 1,028.08

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes213 245.00 33,330.84 23.15 4.11 95.24214 80.67 10,974.24 7.62 4.27 32.53221 72.50 9,863.21 6.85 4.28 29.31222 186.00 25,304.23 17.57 4.16 73.09372 131.00 17,821.80 12.38 4.21 52.10

Total 715.17 97,294.32 67.57 - 282.26


Basin L044

Basin L048

Basin L056




ADF (MGD)Total For City 2029 Flow Proj 4.902

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes20 154.00 20,950.82 14.55 4.19 60.92 Basin 423 0.00 0.00 0.00 0.00 0.0024 1.00 136.04 0.09 4.47 0.4227 0.00 0.00 0.00 0.00 0.0031 0.00 0.00 0.00 0.00 0.00 Baisn 595 0.00 0.00 0.00 0.00 0.0099 0.00 0.00 0.00 0.00 0.00 Baisn 35

162 0.00 0.00 0.00 0.00 0.00163 15.00 2,040.66 1.42 4.40 6.23217 9.00 1,224.40 0.85 4.42 3.76232 0.00 0.00 0.00 0.00 0.00249 0.00 0.00 0.00 0.00 0.00241 746.00 101,489.02 70.48 3.88 273.35242 36.00 4,897.59 3.40 4.34 14.77243 5.00 680.22 0.47 4.44 2.10229 0.00 0.00 0.00 0.00 0.00227 438.00 59,587.39 41.38 4.00 165.65230 0.00 0.00 0.00 0.00 0.00235 0.00 0.00 0.00 0.00 0.00231 0.00 0.00 0.00 0.00 0.00234 0.00 0.00 0.00 0.00 0.00233 7.50 1,020.33 0.71 4.43 3.14374 0.00 0.00 0.00 0.00 0.00338 0.00 0.00 0.00 0.00 0.00

Total 1,411.50 192,026.47 133.35 - 530.33

Total Base 31,929 5,093,764 3,537 - 12,980

None

City Basin Flow Projections through 2029


TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes142 0.00 0.00 0.00 0.00 0.00 Split btwn (1/3) L001 & (2/3) L002143 0.00 0.00 0.00 0.00 0.00 Split btwn (1/2) L001 & (1/2) L002144 0.00 0.00 0.00 0.00 0.00 Added COM: ADF 58,000/30 per Billing Records

144COM - 1,933.33 1.34 1.50 2.01146 0.00 0.00 0.00 0.00 0.00 Split btwn (1/2) L001 & (1/2) L002147 0.00 0.00 0.00 0.00 0.00148 2,775.00 377,522.82 262.17 3.47 909.97 Moved to LS4002150 0.00 0.00 0.00 0.00 0.00

Total 2,775.00 379,456.15 263.51 - 911.99

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes1 0.00 0.00 0.00 0.00 0.00

1COM - 8,833.33 6.13 1.50 9.20 Added COM: ADF 265,000/30 per Billing Records2 0.00 0.00 0.00 0.00 0.00


3COM - 700.00 0.49 1.50 0.73 Added COM: ADF 21,000/30 per Billing Records4 0.00 0.00 0.00 0.00 0.00






10 0.00 0.00 0.00 0.00 0.0010COM - 8,333.33 5.79 1.50 8.68 Added COM: ADF 250,000/30 per Billing Records

11 0.00 0.00 0.00 0.00 0.0012 0.00 0.00 0.00 0.00 0.00

12COM - 3,966.67 2.75 1.50 4.13 Added COM: ADF 119,000/30 per Billing Records13 0.00 0.00 0.00 0.00 0.0014 0.00 0.00 0.00 0.00 0.0015 0.00 0.00 0.00 0.00 0.00

15COM - 2,066.67 1.44 1.50 2.15 Added COM: ADF 62,000/30 per Billing Records60 0.00 0.00 0.00 0.00 0.00 Split btwn (1/2) L002 & (1/2) L00361 0.00 0.00 0.00 0.00 0.0062 0.00 0.00 0.00 0.00 0.00

62COM - 5,600.00 3.89 1.50 5.83 Added COM: ADF1 68,000/30 per Billing Records63 0.00 0.00 0.00 0.00 0.00 Split btwn (2/3) L002 & (1/3) L003

Basin L002

Basin L001

66 0.00 0.00 0.00 0.00 0.0067 0.00 0.00 0.00 0.00 0.0068 0.00 0.00 0.00 0.00 0.00

68COM - 300.00 0.21 1.50 0.31 Added COM: ADF 9,000/30 per Billing Records69 0.00 0.00 0.00 0.00 0.0070 0.00 0.00 0.00 0.00 0.0071 0.00 0.00 0.00 0.00 0.0072 0.00 0.00 0.00 0.00 0.00

111 0.00 0.00 0.00 0.00 0.00 Split btwn (1/2) L002 & (1/2) L003112 0.00 0.00 0.00 0.00 0.00113 0.00 0.00 0.00 0.00 0.00114 0.00 0.00 0.00 0.00 0.00115 0.00 0.00 0.00 0.00 0.00116 0.00 0.00 0.00 0.00 0.00117 0.00 0.00 0.00 0.00 0.00118 0.00 0.00 0.00 0.00 0.00119 0.00 0.00 0.00 0.00 0.00

119COM - 733.33 0.51 1.50 0.76 Added COM: ADF 22,000/30 per Billing Records120 0.00 0.00 0.00 0.00 0.00121 0.00 0.00 0.00 0.00 0.00122 0.00 0.00 0.00 0.00 0.00123 0.00 0.00 0.00 0.00 0.00124 0.00 0.00 0.00 0.00 0.00125 0.00 0.00 0.00 0.00 0.00126 0.00 0.00 0.00 0.00 0.00

126COM - 733.33 0.51 1.50 0.76 Added COM: ADF 22,000/30 per Billing Records (Shipyard need to peak)

127 0.00 0.00 0.00 0.00 0.00128 0.00 0.00 0.00 0.00 0.00129 0.00 0.00 0.00 0.00 0.00130 0.00 0.00 0.00 0.00 0.00131 0.00 0.00 0.00 0.00 0.00132 0.00 0.00 0.00 0.00 0.00133 0.00 0.00 0.00 0.00 0.00134 0.00 0.00 0.00 0.00 0.00


City Per Capita 136.04 Total City Projected 2029 AAD Flow 1.816 MGD135 0.00 0.00 0.00 0.00 0.00

135COM - 2,000.00 1.39 1.50 2.08 Added COM: ADF 60,000/30 per Billing Records136 300.00 40,813.28 28.34 4.08 115.59137 0.00 0.00 0.00 0.00 0.00138 0.00 0.00 0.00 0.00 0.00139 0.00 0.00 0.00 0.00 0.00140 0.00 0.00 0.00 0.00 0.00141 21.00 2,856.93 1.98 4.38 8.69142 0.00 0.00 0.00 0.00 0.00 Split btwn (1/3) L001 & (2/3) L002143 0.00 0.00 0.00 0.00 0.00 Split btwn (1/2) L001 & (1/2) L002145 0.00 0.00 0.00 0.00 0.00146 0.00 0.00 0.00 0.00 0.00 Split btwn (1/2) L001 & (1/2) L002151 0.00 0.00 0.00 0.00 0.00148 5,500.00 748,243.42 519.61 3.21 1,666.08 Was in Basin 4001, but moved to Basin 4002 in updated GIS. (JUNE09)

Total 5,821.00 836,113.63 580.63 - 1,836.40


44COM - 0.00 0.00 1.50 0.00 *Hercules: ADF (0.041 MGD) needs to be added to Total flow at WWTP, but not basin.

48 0.00 0.00 0.00 0.00 0.0049 0.00 0.00 0.00 0.00 0.0050 0.00 0.00 0.00 0.00 0.0051 0.00 0.00 0.00 0.00 0.0052 0.00 0.00 0.00 0.00 0.0053 0.00 0.00 0.00 0.00 0.0054 0.00 0.00 0.00 0.00 0.0055 0.00 0.00 0.00 0.00 0.0056 0.00 0.00 0.00 0.00 0.0057 0.00 0.00 0.00 0.00 0.0058 0.00 0.00 0.00 0.00 0.0059 0.00 0.00 0.00 0.00 0.0060 0.00 0.00 0.00 0.00 0.00 Split btwn (1/2) L002 & (1/2) L00363 0.00 0.00 0.00 0.00 0.00 Split btwn (2/3) L002 & (1/3) L00364 0.00 0.00 0.00 0.00 0.0065 0.00 0.00 0.00 0.00 0.0073 0.00 0.00 0.00 0.00 0.0074 0.00 0.00 0.00 0.00 0.00 Split btwn (3/4) L003 & (1/4) L00475 0.00 0.00 0.00 0.00 0.00 Split btwn (7/8) L003 & (1/8) L00476 0.00 0.00 0.00 0.00 0.0077 0.00 0.00 0.00 0.00 0.0078 0.00 0.00 0.00 0.00 0.0079 0.00 0.00 0.00 0.00 0.0080 0.00 0.00 0.00 0.00 0.0086 0.00 0.00 0.00 0.00 0.0089 0 00 0 00 0 00 0 00 0 00 S li b (1/3) L003 & (2/3) L004

Basin L003

89 0.00 0.00 0.00 0.00 0.00 Split btwn (1/3) L003 & (2/3) L00490 0.00 0.00 0.00 0.00 0.00

105 0.00 0.00 0.00 0.00 0.00 Split btwn (1/3) L003 & (2/3) L004106 0.00 0.00 0.00 0.00 0.00107 0.00 0.00 0.00 0.00 0.00108 0.00 0.00 0.00 0.00 0.00109 0.00 0.00 0.00 0.00 0.00110 0.00 0.00 0.00 0.00 0.00111 0.00 0.00 0.00 0.00 0.00 Split btwn (1/2) L002 & (1/2) L003152 0.00 0.00 0.00 0.00 0.00153 0.00 0.00 0.00 0.00 0.00154 0.00 0.00 0.00 0.00 0.00248 0.00 0.00 0.00 0.00 0.00

Total 0.00 0.00 0.00 - 0.00



TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes21 59.00 8,026.61 5.57 4.30 23.9722 0.00 0.00 0.00 0.00 0.0074 0.00 0.00 0.00 0.00 0.00 Split btwn (3/4) L003 & (1/4) L00475 0.00 0.00 0.00 0.00 0.00 Split btwn (7/8) L003 & (1/8) L00481 0.00 0.00 0.00 0.00 0.0082 0.00 0.00 0.00 0.00 0.0083 0.00 0.00 0.00 0.00 0.0084 0.00 0.00 0.00 0.00 0.0085 0.00 0.00 0.00 0.00 0.0087 0.00 0.00 0.00 0.00 0.0088 0.00 0.00 0.00 0.00 0.0089 0.00 0.00 0.00 0.00 0.00 Split btwn (1/3) L003 & (2/3) L004

100 0.00 0.00 0.00 0.00 0.00101 0.00 0.00 0.00 0.00 0.00102 0.00 0.00 0.00 0.00 0.00103 0.00 0.00 0.00 0.00 0.00104 0.00 0.00 0.00 0.00 0.00105 0.00 0.00 0.00 0.00 0.00 Split btwn (1/3) L003 & (2/3) L004157 0.00 0.00 0.00 0.00 0.00 Split btwn (1/2) L004 & (1/2) L035

Total 59.00 8,026.61 5.57 - 23.97

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes28 0.00 0.00 0.00 0.00 0.0029 0.00 0.00 0.00 0.00 0.0030 0.00 0.00 0.00 0.00 0.00

Total 0.00 0.00 0.00 - 0.00

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes26 0.00 0.00 0.00 4.50 0.00 AB moved from LS4011 to LS4006

35 0.00 7,320.00 5.08 1.50 7.63 Added from Records - totaled for all TAZ areas which could be comm college

36 0.00 0.00 0.00 0.00 0.00 Assumed Comm College will grow by 20% over 20 year period155 0.00 40.00 0.03 0.00 0.00 What about college?158 0.00 607.00 0.42 0.00 0.00 Split btwn (2/3) L006 & (1/3) L007159 0.00 0.00 0.00 0.00 0.00

Total 0.00 7,967.00 5.53 - 7.63

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes25 0.00 0.00 0.00 0.00 0.00 Split btwn L007 & L011

Basin L006

Basin L007

Basin L004

Basin L005

25 0.00 0.00 0.00 0.00 0.00 Split btwn L007 & L01132 0.00 0.00 0.00 0.00 0.00

158 0.00 0.00 0.00 0.00 0.00 Split btwn (2/3) L006 & (1/3) L007

Total 0.00 0.00 0.00 - 0.00

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes25 0.00 0.00 0.00 0.00 0.00 Split btwn L007 & L011

160 0.00 0.00 0.00 0.00 0.00166 153.00 20,814.77 14.45 4.19 60.54

Total 153.00 20,814.77 14.45 - 60.54

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes34 88.00 11,971.89 8.31 4.26 35.4037 0.00 0.00 0.00 0.00 0.0038 0.00 0.00 0.00 0.00 0.0039 0.00 0.00 0.00 0.00 0.0040 0.00 0.00 0.00 0.00 0.0041 0.00 0.00 0.00 0.00 0.0042 0.00 0.00 0.00 0.00 0.0043 0.00 0.00 0.00 0.00 0.0045 0.00 0.00 0.00 0.00 0.0046 0.00 0.00 0.00 0.00 0.0047 0.00 0.00 0.00 0.00 0.00

250 0.00 0.00 0.00 0.00 0.00251 0.00 0.00 0.00 0.00 0.00

Total 88.00 11,971.89 8.31 - 35.40

Basin L011

Basin L0017



TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes204 0.00 0.00 0.00 0.00 0.00206 0.00 0.00 0.00 0.00 0.00207 0.00 0.00 0.00 0.00 0.00209 0.00 0.00 0.00 0.00 0.00212 0.00 0.00 0.00 0.00 0.00214 0.00 0.00 0.00 0.00 0.00215 0.00 0.00 0.00 0.00 0.00220 0.00 0.00 0.00 0.00 0.00373 0.00 0.00 0.00 0.00 0.00

Total 0.00 0.00 0.00 - 0.00


33COM - 107,233.33 74.47 1.50 111.70 Added COM: ADF 3217000/30 per Billing Records211 0.00 0.00 0.00 0.00 0.00

Total 0.00 107,233.33 74.47 - 111.70

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes200 0.00 0.00 0.00 0.00 0.00202 0.00 0.00 0.00 0.00 0.00

Total 0.00 0.00 0.00 - 0.00

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes204 0.00 0.00 0.00 0.00 0.00 Split btwn (1/3) L021, (1/3) L027 & (1/3) L028208 0.00 0.00 0.00 0.00 0.00

Total 0.00 0.00 0.00 - 0.00

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes203 0.00 0.00 0.00 0.00 0.00204 0.00 0.00 0.00 0.00 0.00 Split btwn (1/3) L021, (1/3) L027 & (1/3) L028205 0.00 0.00 0.00 0.00 0.00

Total 0.00 0.00 0.00 - 0.00

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes16 0 00 0 00 0 00 0 00 0 00

Basin L021



Basin L0027

Basin L022

Basin L023

Basin L028

Basin L035

16 0.00 0.00 0.00 0.00 0.0017 0.00 0.00 0.00 0.00 0.0018 0.00 0.00 0.00 0.00 0.0019 41.00 5,577.81 3.87 4.33 16.7892 0.00 0.00 0.00 0.00 0.0093 0.00 0.00 0.00 0.00 0.0094 0.00 0.00 0.00 0.00 0.0096 80.00 10,883.54 7.56 4.27 32.2697 0.00 0.00 0.00 0.00 0.0098 0.00 0.00 0.00 0.00 0.00

157 0.00 0.00 0.00 0.00 0.00 Split btwn (1/2) L004 & (1/2) L035158 0.00 0.00 0.00 0.00 0.00161 0.00 0.00 0.00 0.00 0.00164 0.00 0.00 0.00 0.00 0.00165 0.00 0.00 0.00 0.00 0.00228 0.00 0.00 0.00 0.00 0.00

Total 121.00 16,461.36 11.43 - 49.04


180.5 COM - 35,000.00 24.31 1.50 36.46 Added COM: ADF 35000 per Billing Records181 0.00 0.00 0.00 0.00 0.00183 0.00 0.00 0.00 0.00 0.00184 0.00 0.00 0.00 0.00 0.00225 0.00 0.00 0.00 0.00 0.00226 0.00 0.00 0.00 0.00 0.00

226.036COM - 150,719.49 104.67 1.50 157.00 SeaPak_FarmRidge data per Ray Tarker - assume flow will increase by 20% over 20 years

335 0.00 0.00 0.00 0.00 0.00336 0.00 0.00 0.00 0.00 0.00337 0.00 0.00 0.00 0.00 0.00

Total 0.00 185,719.49 128.97 - 193.46

Basin L036



TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes156 0.00 0.00 0.00 0.00 0.00210 14.00 1,904.62 1.32 4.40 5.82244 0.00 0.00 0.00 0.00 0.00

Total 14.00 1,904.62 1.32 - 5.82

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes216 0.00 0.00 0.00 0.00 0.00218 0.00 0.00 0.00 0.00 0.00219 0.00 0.00 0.00 0.00 0.00223 0.00 0.00 0.00 0.00 0.00

Total 0.00 100,800.00 70.00 - 175.00

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes195 0.00 0.00 0.00 0.00 0.00196 0.00 0.00 0.00 0.00 0.00201 0.00 0.00 0.00 0.00 0.00240 175.00 23,807.75 16.53 4.17 68.92

Total 175.00 23,807.75 16.53 - 68.92

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes213 0.00 0.00 0.00 0.00 0.00214 0.00 0.00 0.00 0.00 0.00221 0.00 0.00 0.00 0.00 0.00222 0.00 0.00 0.00 0.00 0.00372 193.00 26,256.54 18.23 4.15 75.74

Total 193.00 62,784.00 43.60 - 109.00

ADF (MGD)Total For City 2029 Flow Proj 1.763

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes20 49.00 6,666.17 4.63 4.32 19.98 Basin 423 0.00 0.00 0.00 0.00 0.0024 0.00 0.00 0.00 0.00 0.0027 0.00 0.00 0.00 0.00 0.0031 119.00 16,189.27 11.24 4.22 47.47 Basin 595 0.00 0.00 0.00 0.00 0.00

None

Basin L0043

Basin L056

Basin L048

Basin L044



99 30.00 4,081.33 2.83 4.35 0.00 Basin 35162 0.00 0.00 0.00 0.00 0.00163 48.00 6,530.12 4.53 4.32 19.58217 0.00 0.00 0.00 0.00 0.00232 0.00 0.00 0.00 0.00 0.00249 0.00 0.00 0.00 0.00 0.00241 0.00 0.00 0.00 0.00 0.00242 140.00 19,046.20 13.23 4.20 55.56243 0.00 0.00 0.00 0.00 0.00229 0.00 0.00 0.00 0.00 0.00227 0.00 0.00 0.00 0.00 0.00230 0.00 0.00 0.00 0.00 0.00235 0.00 0.00 0.00 0.00 0.00231 0.00 0.00 0.00 0.00 0.00234 0.00 0.00 0.00 0.00 0.00233 0.00 0.00 0.00 0.00 0.00374 0.00 0.00 0.00 0.00 0.00338 0.00 0.00 0.00 0.00 0.00

Total 386.00 52,513.08 36.47 - 142.59

Total 20+yr 9,785 1,815,574 1,261 - 3,731

APPENDIX E – SEWER SYSTEM COMPONENT NORTH MAINLAND POPULATION PROJECTIONS




Taz #

29 Pop. Estimate (@

2.5 Residents/HH)

Total # of Possible

Units (ERC)




Developed Total


91 0 0 0 0 A CP, R20, HC, FA, & M20

0 Blythe Island A Assuming all will be Septic in future. No population contributions.

0 Blythe Village A Assuming all will be Septic in future. No population contributions.

167.5 0 0 0 0 0 Altamaha Park None FA & HC0 Altamaha Park Out of 2029 window0 Henrry Horton Land Out of 2029 window



0 Mosley Tract



0 Mosley Tract



0 Mosley Tract



0 Mosley Tract

168.20+ 0 0 0 0 None FA & CP Section B: Develop from yr 15-20+ yrs. (869 acres) (See Notebook)


0 Mosley Tract


Taz #

29 Pop. Estimate (@

2.5 Residents/HH)

Total # of Possible

Units (ERC)




Developed Total


169.5 4612.5 1845 345 138 L119 GI, FA & PDG




169.1 4612.5 1845 345 138 L119 GI, FA & Some included in TAZ 170 Acreage includes 108 from Liz Hill & 30 from other

1500

169.1 4612.5 1845 345 138 L119 PDG includes 108 from Liz Hill & 30 from other tract (see note book)

Satilla: Single Family 2 BedroomSatilla: Single Family 3&4 BedroomSatilla: Multi Family 1 BedroomSatilla: Multi Family 2 BedroomSatilla: Multi Family 3 Bedroom


1500


Taz #

29 Pop. Estimate (@

2.5 Residents/HH)

Total # of Possible

Units (ERC)




Developed Total


169.15 3220 1288 345 138 L119 GI, FA & PDG




169.2 743.75 297.5 297.5 119 L119 GI, FA & Some included in TAZ 170 Acreage includes 108 from Liz Hill & 30 from other

943

169.2 743.75 297.5 297.5 119 L119 PDG includes 108 from Liz Hill & 30 from other tract (see note book)

Satilla: Single Family 2 BedroomSatilla: Single Family 3&4 BedroomSatilla: Multi Family 1 BedroomSatilla: Multi Family 2 BedroomSatilla: Multi Family 3 Bedroom


0

0


Taz #

29 Pop. Estimate (@

2.5 Residents/HH)

Total # of Possible

Units (ERC)




Developed Total


169.20 + 8118.75 3247.5 3247.5 1299 L119 GI, FA & PDG




0

0


Taz #

29 Pop. Estimate (@

2.5 Residents/HH)

Total # of Possible

Units (ERC)




Developed Total


170.5 3448.75 1379.5 0 0 FA, CP, FC & PDG






Basin 4119


Altama: Multi Family 1 Bedroom L118Altama: Multi Family 2 Bedroom L118Altama: Multi Family 3 Bedroom L118Altama: Village 1 Bedroom L119Altama: Village 2 Bedroom L119Altama: Village 3 Bedroom L119DMR: Single Family 2 Bedroom L119DMR: Single Family 3&4 Bedroom L119

200

DMR: Single Family 3&4 Bedroom L119DMR: Multi Family 1 Bedroom L119DMR: Multi Family 2 Bedroom L119DMR: Multi Family 3 Bedroom L119


900


Taz #

29 Pop. Estimate (@

2.5 Residents/HH)

Total # of Possible

Units (ERC)




Developed Total


170.10 6578.75 2631.5 0 0 FA, CP, FC & PDG






Basin 4119



1500



900


Taz #

29 Pop. Estimate (@

2.5 Residents/HH)

Total # of Possible

Units (ERC)




Developed Total


170.15 5322.5 2129 0 0 FA, CP, FC & PDG






Basin 4119



1500



520


Taz #

29 Pop. Estimate (@

2.5 Residents/HH)

Total # of Possible

Units (ERC)




Developed Total


170.20 5235 2094 0 0 FA, CP, FC & PDG






Basin 4119

235 94 0 0 Altama: Single Family 3&4 Bedroom L118


2000

0DMR: Single Family 3&4 Bedroom L119DMR: Multi Family 1 Bedroom L119DMR: Multi Family 2 Bedroom L119DMR: Multi Family 3 Bedroom L119


0


Taz #

29 Pop. Estimate (@

2.5 Residents/HH)

Total # of Possible

Units (ERC)




Developed Total


170.20 + 17325 6930 0 0 FA, CP, FC & PDG






Basin 4119


Altama: MF 1, 2, & 3 Bedroom LS 4118 L118L118L118

Altama: Village 1 Bedroom L119Altama: Village 2 Bedroom L119Altama: Village 3 Bedroom L119DMR: Single Family 2 Bedroom L119DMR: Single Family 3&4 Bedroom L119

5905

0

Altama: MF 1, 2, & 3 Bedroom LS 4119


0 Cottages @ GIT L1191025 99 Acres @ GIT L119

0 Retreat @ GIT L1190 Plantation @ Golden Isles L119

171.5 402.5 161 75 30 L119 GI, BI & PDG



0


Taz #

29 Pop. Estimate (@

2.5 Residents/HH)

Total # of Possible

Units (ERC)




Developed Total


171.10 187.5 75 75 30 L119 GI, BI & PDG



171.15 187.5 75 75 30 L119 GI, BI & PDG



171.20 162.5 65 65 26 L119 GI, BI & PDG



1 1 20 1681 2 6 2 6 2 269 119 GI, BI & S i l d d i A 1 0171.20 + 1681.25 672.5 672.5 269 L119 GI, BI & PDG




Taz #

29 Pop. Estimate (@

2.5 Residents/HH)

Total # of Possible

Units (ERC)




Developed Total


172.5 151.875 60.75 60.75 24.3 None GI, FA, R12, M12 & HC




172.10 151.875 60.75 60.75 24.3 None GI, FA, R12, M12 & HC




Development over 15 yrs @ 33% for each

172.15 151.875 60.75 60.75 24.3 None GI, FA, R12, M12 & HC





Taz #

29 Pop. Estimate (@

2.5 Residents/HH)

Total # of Possible

Units (ERC)




Developed Total


173.5 5125 2050 1065 426PDG, FA, R12, R6 &

FA

Acreage (Amounts-15% COM) L107: 139 L124: 163.5

Basin 107

2526.25 1010.5 347.5 139

Basin 124

1826.875 730.75 408.75 163.5

0 Austin Acres -160 Autumn's Wood L124150 Tanglewood L124366 Saddle Brook L1073 Indian Point L1070 Castleberry -12 Chanslors Place L1240 Garden Grove -0 Groveside Park -0 Terrace Garden -0 Cate Tract -11 Touchstone Ridge South L10711 Touchstone Ridge South L1070 Touchstone Ridge Estates -0 High Point -0 Pecan Point -0 Pine Crest -0 Pine Haven -0 Ridgewood Plantation -28 Wilterry L10772 Huntington Lake L107

146 Turtle Creek L1070 North Cate -37 Winegfield Commons L1070 Valerie -


Taz #

29 Pop. Estimate (@

2.5 Residents/HH)

Total # of Possible

Units (ERC)




Developed Total


173.10 1112.5 445 445 178PDG, FA, R12, R6 &

FA


Basin 107

396.875 158.75 158.75 63.5

Basin 124

715.625 286.25 286.25 114.5

0 Austin Acres -0 Autumn's Wood L1240 Tanglewood L1240 Saddle Brook L1070 Indian Point L1070 Castleberry -0 Chanslors Place L1240 Garden Grove -0 Groveside Park -0 Terrace Garden -0 Cate Tract -0 Touchstone Ridge South L1070 Touchstone Ridge South L1070 Touchstone Ridge Estates -0 High Point -0 Pecan Point -0 Pine Crest -0 Pine Haven -0 Ridgewood Plantation -0 Wilterry L1070 Huntington Lake L1070 Turtle Creek L1070 North Cate -0 Winegfield Commons L1070 Valerie -


Taz #

29 Pop. Estimate (@

2.5 Residents/HH)

Total # of Possible

Units (ERC)




Developed Total


173.15 0 0 0 0PDG, FA, R12, R6 &

FA


Basin 107

0 0 0 0

Basin 124

0 0 0 0

0 Austin Acres -0 Autumn's Wood L1240 Tanglewood L1240 Saddle Brook L1070 Indian Point L1070 Castleberry -0 Chanslors Place L1240 Garden Grove -0 Groveside Park -0 Terrace Garden -0 Cate Tract -0 Touchstone Ridge South L1070 Touchstone Ridge South L1070 Touchstone Ridge Estates -0 High Point -0 Pecan Point -0 Pine Crest -0 Pine Haven -0 Ridgewood Plantation -0 Wilterry L1070 Huntington Lake L1070 Turtle Creek L1070 North Cate -0 Winegfield Commons L1070 Valerie -


Taz #

29 Pop. Estimate (@

2.5 Residents/HH)

Total # of Possible

Units (ERC)




Developed Total


174.5 791.25 316.5 272.5 109L119

& L107

PDG, FA, LC, R12 &

M12


Basin 119

791.25 316.5 272.5 109

Basin 107

0 0 0 0

0 Abbot Tract0 Crestwood Manor0 Timber Ridge 0 Valerie North 41 The Landings @ Golden Isles3 # of Existing Houses from Aerial

174.10 1262.5 505 505 202L119

& L107

PDG, FA, LC, R12 &

M12


Basin 119

1093.75 437.5 437.5 175

Basin 168 75 67 5 67 5 27107 168.75 67.5 67.5 27

0 Abbot Tract

0 Crestwood Manor



Taz #

29 Pop. Estimate (@

2.5 Residents/HH)

Total # of Possible

Units (ERC)




Developed Total


174.15 918.75 367.5 367.5 147L119

& L107

PDG, FA, LC, R12 &

M12


Basin 119

750 300 300 120

Basin 107 168.75 67.5 67.5 27

0 Abbot Tract

0 Crestwood Manor


175.5 941.25 376.5 27.5 11 L119 PDGPinecrest only included in ADF *


22 Villas @ Golden Isles 212 Od L k212 Odyssey Lake 115 Grants Ferry Cove 0 Pinecrest

175.10 0 0 0 0 L119 PDGPinecrest only included in ADF *






Taz #

29 Pop. Estimate (@

2.5 Residents/HH)

Total # of Possible

Units (ERC)




Developed Total


177.5 920 368 130 52 L105FC, PDG,

FA, HC, FA & R6

64 Cates Bounty0 Lilac Place

149 Sandalwood19 East Point6 # of Existing Houses from Aerial

177.10 325 130 130 52 L105FC, PDG,

FA, HC, FA & R6

0 Cates Bounty0 Lilac Place0 Sandalwood0 East Point0 # of Existing Houses from Aerial

178 25 10 0 0 L105 FA, LC, R12 & M12

Some included in TAZ 173 & 174

0 L.C. Story Tract0 L.C. Story Tract0 North Point0 Northwood Estates0 Palmetto Place0 Hautala Tract10 # of Existing Houses from Aerial

180.5 400 160 0 0 0 High Hill Lakes L036FA, MR, HC

R9, LI & PDG

Added in COM flow to ADF

70 Eagles Pointe Apartments90 Westway Apartments

182.5 587.5 235 235 94 L124 HC, FA, R9, MH & GI




Taz #

29 Pop. Estimate (@

2.5 Residents/HH)

Total # of Possible

Units (ERC)




Developed Total


182.10 587.5 235 235 94 L124 HC, FA, R9, MH & GI



183.5 606.25 242.5 222.5 89 None FA, GI, BI & PDI

0 Jackson Heights0 Hunter's Point0 Daniels Tract0 Dixie MH Estates0 Countryside Estates Annex0 Countryside Estates0 Geiger Tract0 Stephen Williams Estate0 Gaylewood0 Paterson Heights0 Bedford Acres0 Perry Tract0 B.F. James Tract0 B.F. James Tract0 Nellie O. Popwell Estate20 # of Existing Houses from Aerial


Taz #

29 Pop. Estimate (@

2.5 Residents/HH)

Total # of Possible

Units (ERC)




Developed Total


183.10 556.25 222.5 222.5 89 None FA, GI, BI & PDI


183.15 556.25 222.5 222.5 89 None FA, GI, BI & PDIPDI



Taz #

29 Pop. Estimate (@

2.5 Residents/HH)

Total # of Possible

Units (ERC)




Developed Total


184.5 0 0 0 0 0 Camp Walker NoneFA, R9, BI, HC, GR &

PDGAssuming to stay Septic

0 Country Farms0 Floraville0 E.A. Knight Tract0 Herndon Tract0 Southern Junction

185.20 727.5 291 0 0 None LI, FA, LC & GC

0 Adams Tract0 Basswood Estates0 Blackberry Farms0 Chase Lands0 Clayhole0 Johnson Lands

186.10 180 72 0 0 None LI, HC, GC & FA


0 Merrell Tract0 Merrell Tract0 Underwood Tract0 Asbell Tract0 Boyd Tract0 Copper Tract0 Gibbon Airy Acres0 McDonald Mini Farms0 Jerusalem Tract0 Penton Hill Tract0 Crum Tract0 Dessie Mosley Tract0 Dowling Place0 Erwin Tract0 Frazier's Crossing0 Frazier's Tract0 Hawks Landing0 Joe Hightower Lands0 Alexander Tract 2


Taz #

29 Pop. Estimate (@

2.5 Residents/HH)

Total # of Possible

Units (ERC)




Developed Total


186.15 532.5 213 0 0 None LI, HC, GC & FA


0 Merrell Tract0 Underwood Tract0 Asbell Tract0 Boyd Tract0 Copper Tract0 Gibbon Airy Acres0 McDonald Mini Farms0 Jerusalem Tract0 Penton Hill Tract0 Crum Tract0 Dessie Mosley Tract0 Dowling Place0 Erwin Tract0 Frazier's Crossing0 Frazier's Tract0 Hawks Landing0 Joe Hightower Lands0 Joe Hightower Lands0 Alexander Tract 2


Taz #

29 Pop. Estimate (@

2.5 Residents/HH)

Total # of Possible

Units (ERC)




Developed Total


186.20 0 0 0 0 None LI, HC, GC & FA


0 Merrell Tract0 Underwood Tract0 Asbell Tract0 Boyd Tract0 Copper Tract0 Gibbon Airy Acres0 McDonald Mini Farms0 Jerusalem Tract0 Penton Hill Tract0 Crum Tract0 Dessie Mosley Tract0 Dowling Place0 Erwin Tract0 Frazier's Crossing0 Frazier's Tract0 Hawks Landing0 Joe Hightower Lands0 Joe Hightower Lands0 Alexander Tract 2


Taz #

29 Pop. Estimate (@

2.5 Residents/HH)

Total # of Possible

Units (ERC)




Developed Total


187.20+ 7531.25 3012.5 3012.5 1205 None FA188.5 22.5 9 0 0 9 # of Existing Houses from Aerial L118 FC & CP189.5 0 0 0 0 0 Heritage Estates None FC & CP190.5 2032.5 813 120 48 L110 PDG

134 Lexington Place 68 Shadow Lake

120 Fox Run: The Landing 190 Caleb's Crossing 71 Fox Run: The Village

110 Hardwood Forest

191.5 0 0 0 0 L039 PDG, FA & GI



191.10 0 0 0 0 L039 PDG, FA & GI



192.5 0 0 0 0 L039 G Airport192.5 0 0 0 0 L039 G Airport193.5 0 0 0 0 L039 GI & PDG

194.5 935 374 160 64 L039FA, PDG,

LC, R20, HC & LI



Taz #

29 Pop. Estimate (@

2.5 Residents/HH)

Total # of Possible

Units (ERC)




Developed Total


194.10 400 160 160 64 L039FA, PDG,

LC, R20, HC & LI


197.5 3765.625 602.5 0 0 L109FA, PDG, GR, MH,

R12


R1212 Rainwood77 Chancy Lands




Taz #

29 Pop. Estimate (@

2.5 Residents/HH)

Total # of Possible

Units (ERC)




Developed Total


197.10 2728.13 436.5 0 0 L109FA, PDG, GR, MH,

R12





198.5 362.5 145 0 0 145 Southern Landing L111 PDG, G, GC & R20

0 Notting Hill199.5 0 0 0 0 0 Boswell Farms turned Res None FC & FA AB - assume this will be septic

0 Church Won't put in LS for 20 gpm and trycross Golden Isles Parkway or I-95

236 0 0 0 0 None PDG, CP, BI MH & HC

Stay Septic


Taz #

29 Pop. Estimate (@

2.5 Residents/HH)

Total # of Possible

Units (ERC)




Developed Total


237 0 0 0 0 0 Croft Tract None FA, HC, CP & R12

Stay Septic

0 Crooks Land0 Chump Acres0 Goodtown0 John Law Tract0 Leo Smith Tract0 Macay Cottages0 Macay Place0 Marsh Fork0 Marsh Oaks0 Marshes of Macay0 Needwood0 Riley0 North End0 Tupelo0 South Oak Ridge0 Turton West0 Whip-Poor-Will Park0 Whip-Poor-Will Park0 Turton Tract0 Palm Grove Island0 East Oglethorpe Manor0 Oglethorpe Manor

238 337.5 135 135 54 0 Wertz Tract None FA, CP, HC, M20 & PDG


0 Dill's Tract0 Sedgemore0 Sherwood Forest0 George Tract0 Winton Farms0 Marys A1 MHP (# from aerial)


Taz #

29 Pop. Estimate (@

2.5 Residents/HH)

Total # of Possible

Units (ERC)




Developed Total


239 256.25 102.5 102.5 41 0 Beasly Farms (# from aerial) NonePDG, CP,

HC, R12 & M20

* Added 0 RES Accounts: Stay Septic

0 Denty Tract0 Drakes Land0 Thrower Tract (# firm aerial)0 Troupe Creek

331.5 0 0 0 0 None FA & CP

332.5 812.5 325 325 130 L126PDR, FA, GR HC &

PDR0 Sams Tract0 Skipper Tract0 Burgess Tract 20 Holtzendorf Lands0 Julian's Hammock0 Brooks Estate0 Crosby Property0 Dan Joyner estate0 Dan Joyner estate0 Essie Tract0 Henry Sams Estate0 Sol West Tract0 Wallace Tract0 Woodman Park


Taz #

29 Pop. Estimate (@

2.5 Residents/HH)

Total # of Possible

Units (ERC)




Developed Total


332.1 812.5 325 325 130 L126PDR, FA, GR HC &


333.5 262.5 105 105 42 None MH, FA & HC

Stay Septic

334 18 42 0 0 R20, GR,334.5 1855 742 0 0 None R20, GR, FA, HC &

543 Hermitage Island

3 Leonard Stephens Sr. Tract0 Webster Land0 Avoca Villa Acres0 Burges Tract (COM)0 Don-el0 Hickory Hill0 Indigo Pointe


Hermitage Island has 543 in 5 and 10 years and other parcel has 196 ERCs each in 5 and 10 years


Taz #

29 Pop. Estimate (@

2.5 Residents/HH)

Total # of Possible

Units (ERC)




Developed Total


334.10 1855 742 0 0 None R20, GR, FA, HC &

543 Hermitage Island3 Leonard Stephens Sr. Tract0 Webster Land0 Avoca Villa Acres0 Burges Tract (COM)0 Don-el0 Hickory Hill0 Indigo Pointe


339.5 0 0 0 0 0 Ashley Marsh A FA, R20, CP R12 & M20


0 Blyth Lakes0 Blyth Lakes0 Cameron Place0 Crabtree Ridge0 East-West Estates0 Mavromat Tract0 North Shore0 Pine Knoll0 Riverview0 R.L.. Thompson Tract0 Hamilton Property0 Dubignon Estates0 West Shore 0 West Shore Acres0 West Shore Landings0 Egrets Pass


Taz #

29 Pop. Estimate (@

2.5 Residents/HH)

Total # of Possible

Units (ERC)




Developed Total


340.5 0 0 0 0 0 Leotis Estates A CP, R20 & M20

Some included in TAZ 91& 198: Stay Septic

0 Morrison Creek0 Lipthrott0 Water Crest0 West Shore Pointe0 Wiggins Tract0 Thomas Estates

353.5 1250 500 0 0 500 Dover Hall D FA & CP Based on T&H Master Plan 354.5 0 Dover Hall D FA (LS numbering/location) 353.10 2520 1008 0 0 1008 Dover Hall D FA & CP Based on T&H Master Plan 354.10 0 Dover Hall D FA (LS numbering/location) 353.15 2540 1016 0 0 1016 Dover Hall D FA & CP Based on T&H Master Plan 354.15 0 Dover Hall D FA (LS numbering/location) 353.20 3750 1500 0 0 1500 Dover Hall D FA & CP Based on T&H Master Plan 354.20 0 Dover Hall D FA (LS numbering/location)

353.20+ 13750 5500 0 0 5500 Dover Hall D FA & CP Based on T&H Master Plan 354.20+ 0 Dover Hall D FA (LS numbering/location)

356 0 0 0 0 0 Dorcas Lands None FA 50+356 0 0 0 0 0 Dorcas Lands None FA 50+0 Gibson Tract0 Harrington Tract0 Thalman Farms










Taz #

29 Pop. Estimate (@

2.5 Residents/HH)

Total # of Possible

Units (ERC)




Developed Total










357.20+ 7968.75 3187.5 3187.5 1275 0 Grace A Barnes Tract None FA

Plum Creek Transport Hub (Amounts-60% Paving and Drainage) 20+ upland

acreage excludes 5 & 10 yr hub, setbacks & com areas


358.5 247.5 99 0 None FA358.5 247.5 99 0 None FA0 Bladen0 Brown's Land0 Callahan Tract0 McDonald Farm0 J.D. Story Tract



359.20+ 900 360 0 0 None FA Plum Creek Type: 360 HH


Taz #

29 Pop. Estimate (@

2.5 Residents/HH)

Total # of Possible

Units (ERC)




Developed Total


363.5 0 0 0 0 None FA 50+364.5 0 0 0 0 None FA 50+

365.20 2625 1050 1050 420 None FA Assume 1/2 develop land is to be 2.5 HH/acre

365.20+ 762.5 305 None FA Assume 1/2 develop land is to be 1 HH/acre


366.15 405 162 0 0 None FA & GI0 Roy Shepp Tract0 Ruth Floyd Tract0 Ruth Floyd Tract0 Moody Tract0 Water Tract0 Adam Whaley Estate0 Sears Tract0 Jackson Tract0 Timber Oak0 Timber Oaks



Taz #

29 Pop. Estimate (@

2.5 Residents/HH)

Total # of Possible

Units (ERC)




Developed Total




368.5 967.5 387 232 232 None FA


@ 1HH/upland acre)0 Duggan Tract0 E.D. Underwood0 Faricloth Tract0 Gerald Smith Tract0 L.B. Clay Tract0 Underwood Property

155 Buffalo Creek

368.10 967.5 387 232 232 None FA


@ 1HH/upland acre)@ 1HH/upland acre)0 Duggan Tract0 E.D. Underwood0 Faricloth Tract0 Gerald Smith Tract0 L.B. Clay Tract0 Underwood Property

155 Buffalo Creek

368.15 580 232 232 232 None FA




Taz #

29 Pop. Estimate (@

2.5 Residents/HH)

Total # of Possible

Units (ERC)




Developed Total


368.20 580 232 232 232 None FA



369.20+ 17552.5 7021 7021 3661 None FA, HC & GC

Plum Creek Land: To develop outside 2029 window. Part A - 20+ Pop. Based on

Township 110. (Upland Acreage - 10% COM & 20% Setbacks) = Developable. Then - 42% for open areas (Plum Creek

Style); Part B - 20+ pop based on 2.5 HH/acre with 10% COM, 20% setbacks,

20% open space20% open space0 Howe Tract0 Glynn Farms0 Joe's Island

370 0 0 0 0 None FA Out of 2029 window371 0 0 0 0 0 Arnett Tract None FA & GC Out of 2029 window

0 Buffalo Swamp0 Drawdy Property0 Thalman

375.5 1937.5 775 775 310 PAWS East: Steamboat City None PDG Estimate RES by acreage375.10 1937.5 775 775 310 PAWS East: Steamboat City None PDG Estimate RES by acreage375.15 0 0 0 0 PAWS East: Steamboat City None PDG Estimate RES by acreage375.20 0 0 0 0 PAWS East: Steamboat City None PDG Estimate RES by acreage

375.20+ 0 0 0 0 PAWS East: Steamboat City None PDG Estimate RES by acreage


Taz #

29 Pop. Estimate (@

2.5 Residents/HH)

Total # of Possible

Units (ERC)




Developed Total


376.5 932.5 373 0 0 FA & PDG



spreadsheet) LS4110 1207.5 483 110 44LS4118 0 0 0 0LS4120 0 0

203 Carriage Gate L11056 Assumed Carriage Gate P 2 L1100 Dukes Tract -0 Hutcheson Tract -0 Jacobs Acres -0 Petersville -0 Polite Estates -

114 Shell Pointe L120

376.10 140 56 0 0 FA & PDG


go to LS110 & b & d go to LS118376.10 140 56 0 0 FA & PDG go to LS110 & b. & d. go to LS118 (acreage included in Incremental

spreadsheet) LS4110 415 166 110 44LS4118 281.25 112.5 112.5 45



Taz #

29 Pop. Estimate (@

2.5 Residents/HH)

Total # of Possible

Units (ERC)




Developed Total


376.15 0 0 0 0 FA & PDG





376.20 0 0 0 0 FA & PDG


go to LS110 & b. & d. go to LS118 (acreage included in Incremental(acreage included in Incremental

spreadsheet) LS4110 237.5 95 95 38LS4118 0 0 0 0



Taz #

29 Pop. Estimate (@

2.5 Residents/HH)

Total # of Possible

Units (ERC)




Developed Total


376.20+ 0 0 0 0 FA & PDG

Acreage (Amounts-10% COM) (Acreages: a.328, b. 104, c. 126 d. 173) 731 total, but a & c go to LS110 & b. & d. go to LS118

(acreage included in Incremental spreadsheet)

LS4110 2625 1050 1050 420LS4118 0 0 0 0


377.5 1012.5 405 0 0 L111 FA, PDG & G

128 Eagle Crest P10 Eagle Crest P20 Eagle Crest P2

277 Country Walk P1 & P2Country Walk P3

377.10 792.5 317 50 20 L111 FA, PDG & G

Eagle Crest P137 Eagle Crest P2

Country Walk P1 & P2230 Country Walk P3

29. Pop. Estimate

29. REC Estimate

Total 219947.505

*RES & COM #'s came from billing data. If projection was 0 then used RES & COM #'s to account for missing data. Per 1 RES account, 2.5 residents were added to overall population projection.

North Basin Flow Projections: Base

North Per Capita 132.53

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes191.5ODI - 0.00 0.00 0.00 0.00

192 0.00 0.00 0.00 1.50 0.00193 5.00 662.64 0.46 4.44 2.04194 300.00 39,758.56 27.61 4.08 112.61

Total 305.00 40,421.20 28.07 4.08 114.65

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes177 448.00 59,372.78 41.23 4.00 164.85178 145.00 19,216.64 13.34 4.20 55.99

Total 593.00 78,589.42 54.58 3.93 220.85

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes173.107 393.19 52,108.56 36.19 4.03 145.68 Split between Basin L4107 (3/4) & L4124 (1/4)175.107 0.00 0.00 0.00 0.00 0.00 All existing goes to L4119

176 0.00 0.00 0.00 0.00 0.00176COM - 0.00 0.00 0.00 0.00174.107 10.00 1,325.29 0.92 4.41 4.06 Split between Basin L4107 (1/2) & L4119 (1/2)

Total 403.19 53,433.85 37.11 - 149.74

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes

197 181.50 24,053.93 16.70 4.16 69.54 High pop. bc it includes COM (This number was developed from an indepth study of the LS109 service area.

199 0.00 0.00 0.00 0.00 0.00

Total 181.50 24,053.93 16.70 - 69.54

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes190 1,252.50 165,991.98 115.27 3.73 430.52 AB Moved TAZ 190 to LS110 (gets there from LS121 directly)

175.110 0.00 0.00 0.00 0.00 0.00 All existing goes to L4119375.110 0.00 0.00 0.00 0.00 0.00 Split with L118: half to LS110 & half to LS118376.110 210.00 27,830.99 19.33 4.14 80.02 Split with L120: (3/4) LS110 & (1/4) LS120

Total 1,462.50 193,822.97 134.60 - 510.54

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes190 0.00 0.00 0.00 0.00 0.00 AB Moved TAZ 190 to LS110 (gets there from LS4121 directly)198 355.00 47,047.63 32.67 4.05 132.20377 290.00 38,433.27 26.69 4.08 109.02

Basin L110

Basin L111

Basin L039

Basin L105

Basin L107

Basin L109

377 290.00 38,433.27 26.69 4.08 109.02

Total 645.00 85,480.90 59.36 - 241.22


375.118 0.00 0.00 0.00 0.00 0.00 Split with L118: half to LS110 & half to LS118376.118 0.00 0.00 0.00 0.00 0.00 All existing goes to LS4110170.118 0.00 0.00 0.00 0.00 0.00170COM 0.00 0.00 0.00 0.00 0.00

Total 0.00 0.00 0.00 - 0.00


170.119 0.00 0.00 0.00 0.00 0.00169COM - 0.00 0.00 0.00 0.00

171 27.50 3,644.53 2.53 4.36 11.04174.119 10.00 1,325.29 0.92 4.41 4.06 Split with LS107 & LS119175.119 180.00 23,855.14 16.57 4.16 68.99 All existing goes to L4119

175.119COM - 0.00 0.00 0.00 0.00

Total 217.50 28,824.96 20.02 - 84.09

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes376.120 0.00 0.00 0.00 0.00 0.00 Included in Basin L110

Total 0.00 0.00 0.00 - 0.00

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes173.124 131.06 17,369.52 12.06 4.21 50.78 Split between Basin L4107 (3/4) & L4124 (1/4)182.124 0.00 0.00 0.00 0.00 0.00

Total 131.06 17,369.52 12.06 - 50.78

Basin L118

Basin L119

Basin L120

Basin L124



TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes182.126 0.00 0.00 0.00 0.00 0.00 Goes to LS4124 basin

332 0.00 0.00 0.00 0.00 0.00333 0.00 0.00 0.00 0.00 0.00 AB moved all to 5 year period given location

Total 0.00 0.00 0.00 - 0.00

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes183 0.00 0.00 0.00 0.00 0.00180 106.75 14,147.42 9.82 4.24 41.61 Actually in north part of LS4036 but put here

Total 106.75 14,147.42 9.82 - 41.61


Total 0.00 0.00 0.00 - 0.00

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes353 & 354 0.00 0.00 0.00 0.00 0.00

Total 0.00 0.00 0.00 - 0.00


Total 0.00 0.00 0.00 - 0.00

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF357 0.00 0.00 0.00 0.00 0.00 Plum Creek Transport Hub359 0.00 0.00 0.00 0.00 0.00 All in 20+ window

Total 0.00 0.00 0.00 - 0.00


172COM - 0.00 0.00 0.00 0.00367 0.00 0.00 0.00 0.00 0.00

Total 0.00 0.00 0.00 - 0.00

Basin L126

Basin OakGrove

LS4127_ TAZ 183

Basin D

Basin Buffalo

Basin Plum Creek_HWY 32

Basin North of LS4126


Total 0.00 0.00 0.00 - 0.00

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes369 0.00 0.00 0.00 0.00 0.00 Out of 2029 window

Total 0.00 0.00 0.00 - 0.00

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes366 0.00 0.00 0.00 0.00 0.00 Split among 10, 15, and 20 year time periods

Total 0.00 0.00 0.00 - 0.00


185 0.00 0.00 0.00 0.00 0.00 0 pop - all either existing on septic or projected to build in 20 year period

Total 0.00 0.00 0.00 - 0.00

Basin Clayhole

Plum Creek_Everett

Possible Future Site of N. Mainland WWTP_TAZ 366

TAZ 185



TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes186 0.00 0.00 0.00 0.00 0.00 10 year window and out

Total 0.00 0.00 0.00 - 0.00

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes187 0.00 0.00 0.00 0.00 0.00 Pop 20+ year window

Total 0.00 0.00 0.00 - 0.00

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes365 0.00 0.00 0.00 0.00 0.00 Pop 20 year and out

Total 0.00 0.00 0.00 - 0.00

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes91 0.00 0.00 0.00 0.00 0.00 Septic

Total 0.00 0.00 0.00 - 0.00

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes167 0.00 0.00 0.00 0.00 0.00 Pop 50+ year and out349 0.00 0.00 0.00 0.00 0.00 Pop 50+ year and out350 0.00 0.00 0.00 0.00 0.00 Pop 50+ year and out352 0.00 0.00 0.00 0.00 0.00 Pop 50+ year and out356 0.00 0.00 0.00 0.00 0.00 Pop 50+ year and out363 0.00 0.00 0.00 0.00 0.00 Pop 50+ year and out364 0.00 0.00 0.00 0.00 0.00 Pop 50+ year and out370 0.00 0.00 0.00 0.00 0.00 Pop 50+ year and out371 0.00 0.00 0.00 0.00 0.00 Pop 50+ year and out

Total 0.00 0.00 0.00 - 0.00

Total Base 4,046 536,144 372 - 1,483

Septic

Next to County Line 50+

TAZ 186

TAZ 187

TAZ_365

North Basin Flow Projections: Year 5


TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes191.5ODI - 72,310.00 50.22 1.50 75.32 ODI per T& H Acrage

192.5 - 100,000.00 69.44 1.50 104.17 Airport: Adding 100,000 gpd (based on billing records)193.5 0.00 0.00 0.00 0.00 0.00194.5 935.00 123,914.18 86.05 3.82 328.60

Total 935.00 296,224.18 205.71 - 508.09

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes177.5 920.00 121,926.25 84.67 3.82 323.70178.5 25.00 3,313.21 2.30 4.37 10.05

Total 945.00 125,239.46 86.97 - 333.75

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes173.107.5 1,894.69 251,100.15 174.38 3.60 628.44 Split between Basin L4107 (3/4) & L4124 (1/4)

175.107.5 - 160,000.00 111.11 - 278.00 Pinecrest: 1/2 South portion (ADF & PHF based on Ray Tarker's calculations)

176.5 190.63 25,263.25 17.54 4.16 370.90

176.5COM - 174,000.00 120.83 - 320.40

Pinecrest: 1/2 South portion (ADF & PHF based on Ray Tarker's calculations) + 14000 gpm COM from billing records. (320.4 PHF = 278 (R.T) + 42.4) (The 42.4 is derived from the 14000 ADF gpm: 14000=p(132.53(per capita)), where p is equivalent to population. So p = 105.63. The peak factor is 4.24 which comes from (18+SQRT(105.63/1000))/(4+SQRT(105.63/1000)) Therfore, the PHF is 42.34 from (4.24*10ADF (gpm) (10 = 14000 gpd / 1440))

174.107.5 0.00 0.00 0.00 0.00 0.00 Split between Basin L4107 (1/2) & L4119 (1/2)

Total 2,085.31 610,363.40 423.86 - 1,597.74


197.5 3,765.63 584,766.00 406.09 - 811.00High pop. bc it includes COM (This number was developed from an indepth study of the LS109 service area. (ADF 584766 PHF 811 from Memo)

199.5 0.00 0.00 0.00 0.00 0.00 52.5 Pop. - but trapped btwn I-95 and Golden Isles Pkway - assume will be septic

Total 3,765.63 584,766.00 406.09 - 811.00


Basin L039

Basin L105

Basin L107

Basin L109

Basin L110TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes190.5 2,032.50 269,364.24 187.06 3.58 669.73 AB Moved TAZ 190 to LS110 (gets there from LS4121 directly)

175.110.5 - 162,000.00 112.50 - 281.00 Pinecrest: Middle portion (ADF & PHF based on Ray Tarker's calculations)

375.110.5 968.75 128,387.01 89.16 3.81 339.59 Split with L118: half to LS110 & half to LS118

376.110.5 1,207.50 160,028.20 111.13 3.75 416.26 Split with L118: acrage a & c are in L110 + carriage gate & shell point (LS118: acrage b&d only)

Total 4,208.75 719,779.45 499.85 - 1,706.58

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes190.5 0.00 0.00 0.00 0.00 0.00 AB Moved TAZ 190 to LS110 (gets there from LS4121 directly)198.5 362.50 48,041.59 33.36 4.04 134.85377.5 1,012.50 134,185.14 93.18 3.80 353.77

Total 1,375.00 182,226.73 126.55 - 488.63

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes188.5 22.50 2,981.89 2.07 4.37 9.06


376.118.5 0.00 0.00 0.00 0.00 0.00 Split with L110: acrage a & c are in L110 + carriage gate & shell point (LS118: acrage b&d only)

170.118.5 500.00 66,264.26 46.02 3.97 182.88 Split with LS118 & LS119

175.118.5COM - 681,000.00 472.92 - 1,182.00 Pinecrest: Northern portion (ADF & PHF based on Ray Tarker's calculations) (Was 175.118.5COM, but loaded flow into MH and not LS)

Total 1,491.25 197,633.17 610.17 - 1,713.53170.5COM NW QUAD took out all COM: moved Pinecrest form 119 to 118 and did not want to insert row, so deleted 170.5COM (Note: 82% of NW Quad COM)

Basin L111

Basin L118



TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes169.5 4,612.50 611,287.84 424.51 3.28 1,391.23

170.119.5 2,948.75 390,793.50 271.38 3.45 935.94 Split with LS118 & LS119169.5COM - 0.00 0.00 1.50 0.00 18% of NW Quad COM

171.5 402.50 53,342.73 37.04 4.02 148.95174.119.5 791.25 104,863.20 72.82 3.86 281.33 Split with LS107 & LS119175.119.5 941.25 124,742.48 86.63 3.82 330.64 Grant's Ferry Cove & Odessy Lake

Total 9,696.25 1,285,029.76 892.38 - 3,088.08

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes376.120.5 0.00 0.00 0.00 0.00 0.00 Included in Basin L110

Total 0.00 0.00 0.00 - 0.00

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes173.124.5 1,826.88 242,113.06 168.13 3.62 607.98 Split with L107 & L124

182.5 587.50 77,860.51 54.07 3.94 212.88

Total 2,414.38 319,973.57 222.20 - 820.86

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes182.5 0.00 0.00 0.00 0.00 0.00 Goes to LS4124 basin332.5 812.50 107,679.43 74.78 3.86 288.37333.5 262.50 34,788.74 24.16 4.10 99.11 AB moved all to 5 year period given location

Total 1,075.00 142,468.17 98.94 - 387.48


Total 606.25 80,345.42 55.80 - 219.26

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes334.5 1,855.00 245,840.42 170.72 3.61 616.47 Assume 1/2 Hermitage Island in 5 years

Total 1,855.00 245,840.42 170.72 - 616.47

Basin OakGrove

Basin D

LS4127_ TAZ 183

Basin L120

Basin L124

Basin L126

Basin L119

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes353.5 & 354.5 1,250.00 165,660.66 115.04 3.74 429.73

Total 1,250.00 165,660.66 115.04 - 429.73


Total 1,215.00 161,022.16 111.82 - 432.87

TAZ #

357.5 0.00 174,240.00 121.00 1.50 181.50 Plum Creek Transport Hub: All industrial use 500 ac upland - 60% pave and drain (Leave 200 acres at 0.02 gpd/sf)

359.5 0.00 0.00 0.00 0.00 0.00 Pop. 20+ year window

Total 0.00 174,240.00 121.00 - 181.50

Basin Buffalo





172.5COM - 43,560.00 30.25 1.50 45.38 Added in 43560 gpd for sewer generation rate from industrial area367.5 190.63 25,263.25 17.54 4.16 72.90

Total 342.50 88,951.02 61.77 - 176.84

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes168.5 0.00 0.00 0.00 0.00 0.00

Total 0.00 0.00 0.00 - 0.00

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes369.5 0.00 0.00 0.00 0.00 0.00 Out of 2029 window

Total 0.00 0.00 0.00 - 0.00


Total 0.00 0.00 0.00 - 0.00


185.5 0.00 0.00 0.00 0.00 0.00 0 pop - all either existing on septic or projected to build in 20 year window

Total 0.00 0.00 0.00 - 0.00

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes186.5 0.00 0.00 0.00 0.00 0.00 Pop. 10 year window

Total 0.00 0.00 0.00 - 0.00

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes187.5 0.00 0.00 0.00 0.00 0.00 Pop 20+ year window

Total 0.00 0.00 0.00 - 0.00

Basin Clayhole


TAZ 187

TAZ 365

Plum Creek_Everett


TAZ 186

TAZ 185

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes365.5 0.00 0.00 0.00 0.00 0.00 Pop 20 year window

Total 0.00 0.00 0.00 - 0.00

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes91.5 0.00 0.00 0.00 0.00 0.00 Septic

Total 0.00 0.00 0.00 - 0.00

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes167.5 0.00 0.00 0.00 0.00 0.00 Pop 50+ year and out349.5 0.00 0.00 0.00 0.00 0.00 Pop 50+ year and out350.5 0.00 0.00 0.00 0.00 0.00 Pop 50+ year and out352.5 0.00 0.00 0.00 0.00 0.00 Pop 50+ year and out356.5 0.00 0.00 0.00 0.00 0.00 Pop 50+ year and out363.5 0.00 0.00 0.00 0.00 0.00 Pop 50+ year and out364.5 0.00 0.00 0.00 0.00 0.00 Pop 50+ year and out370.5 0.00 0.00 0.00 0.00 0.00 Pop 50+ year and out371.5 0.00 0.00 0.00 0.00 0.00 Pop 50+ year and out

Total 0.00 0.00 0.00 - 0.00

Total 2014 33,260 5,379,764 4,209 - 13,512

Septic

Next to County Line 50+

TAZ_365



TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes191.10ODI - 72,310.00 50.22 1.50 75.32 ODI per T& H Acreage

192.10 - 0.00 0.00 0.00 0.00 Airport193.10 0.00 0.00 0.00 0.00 0.00194.10 400.00 53,011.41 36.81 4.02 148.07

Total 400.00 125,321.41 87.03 - 223.39

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes177.10 325.00 43,071.77 29.91 4.06 121.54178.10 0.00 0.00 0.00 0.00 0.00

Total 325.00 43,071.77 29.91 - 121.54

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes173.107.10 396.88 52,597.26 36.53 4.02 146.97 Split between Basin L4107 (3/4) & L4124 (1/4)175.107.10 0.00 0.00 0.00 0.00 0.00

176.10 190.63 25,263.25 17.54 4.16 72.90174.107.10 168.75 22,364.19 15.53 4.17 64.83 Split between Basin L4107 (1/2) & L4119 (1/2)

Total 756.25 100,224.70 69.60 - 284.70

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes197.10 2,728.13 0.00 0.00 - 0.00 No flow (see LS4109 memo)

199.10 0.00 0.00 0.00 0.00 0.00 0 Pop. - but trapped btwn I-95 and Golden Isles Pkway - assume will be septic

Total 2,728.13 0.00 0.00 - 0.00

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes190.10 0.00 0.00 0.00 0.00 0.00 AB Moved TAZ 190 to LS110 (gets there from LS4121 directly)

175.110.10 0.00 0.00 0.00 0.00 0.00375.110.10 968.75 128,387.01 89.16 3.81 339.59 Split with L118: half to LS110 & half to LS118

376.110.10 415.00 54,999.34 38.19 4.01 153.33 Split with L118: acreage a & c are in L110 + carriage gate & shell point (LS118: acreage b&d only)

Total 1,383.75 183,386.35 127.35 - 492.92


Basin L111

Basin L039

Basin L105

Basin L107

Basin L109

Basin L110

(g y)198.10 0.00 0.00 0.00 0.00 0.00377.10 792.50 105,028.86 72.94 3.86 281.74

Total 792.50 105,028.86 72.94 - 281.74




170.118.10 3,750.00 496,981.99 345.13 3.36 1,159.04 Split with LS118 & LS119170.10COM - 196,505.00 136.46 1.50 204.69

Total 5,000.00 859,147.65 596.63 - 1,809.19


170.119.10 2,828.75 374,890.08 260.34 3.46 901.81 Split with LS118 & LS119169.10COM - 160,020.00 111.13 1.50 166.69

171.10 187.50 24,849.10 17.26 4.16 71.75174.119.10 1,093.75 144,953.08 100.66 3.77 379.96 Split with LS107 & LS119175.119.10 0.00 0.00 0.00 0.00 0.00 Pop from Grant's Ferry Cove and Odyssey Lake only

Total 8,722.50 1,316,000.10 913.89 - 2,911.43


Total 0.00 0.00 0.00 - 0.00

Basin L118

Basin L119

Basin L120



TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes173.124.10 715.63 94,840.73 65.86 3.89 256.14 Split with L107 & L124

182.10 587.50 77,860.51 54.07 3.94 212.88

Total 1,303.13 172,701.24 119.93 - 469.02

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes182.10 0.00 0.00 0.00 0.00 0.00 Goes to LS4124 basin332.10 812.50 107,679.43 74.78 3.86 288.37333.10 0.00 0.00 0.00 0.00 0.00 AB moved all to 5 year period given location

Total 812.50 107,679.43 74.78 - 288.37


Total 556.25 73,718.99 51.19 - 202.21

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes334.10 1,855.00 245,840.42 170.72 3.61 616.47 Assume other 1/2 Hermitage Island in 10 years

Total 1,855.00 245,840.42 170.72 - 616.47


Total 2,520.00 333,971.89 231.92 - 813.04


Total 1,215.00 161,022.16 111.82 - 432.87


357.10 0.00 174,240.00 121.00 1.50 181.50 Plum Creek Transport Hub: All industrial use 500 ac upland - 60% pave and drain (Leave 200 acres at 0.02 gpd/sf)

359.10 0.00 0.00 0.00 0.00 0.00 All in 20+ window

Total 0.00 174,240.00 121.00 - 181.50

Basin L124

Basin L126

Basin OakGrove

LS4127_ TAZ 183

Basin Basin D

Basin Buffalo


Total 0.00 174,240.00 121.00 - 181.50


172.10COM - 43,560.00 30.25 1.50 45.38 Added in 43560 gpd for sewer generation rate from industrial area367.10 190.63 25,263.25 17.54 4.16 72.90

Total 342.50 88,951.02 61.77 - 176.84


Total 0.00 0.00 0.00 0.00


Total 0.00 0.00 0.00 - 0.00


Total 405.00 53,674.05 37.27 - 149.82

Plum Creek_Everett


Basin Clayhole




TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes185.10 0.00 0.00 0.00 0.00 0.00 All either existing on septic or projected to build in 20 year period

Total 0.00 0.00 0.00 - 0.00


Total 180.00 23,855.14 16.57 - 68.99


Total 0.00 0.00 0.00 - 0.00

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes365.10 0.00 0.00 0.00 0.00 0.00 Pop 20 year and out

Total 0.00 0.00 0.00 - 0.00


Total 0.00 0.00 0.00 - 0.00

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes167.10 0.00 0.00 0.00 0.00 0.00 Pop 20+ year

Total 0.00 0.00 0.00 - 0.00

Total 2014 29,298 4,167,835 2,894 - 9,524

Septic

Pop 20+ Year & Out

TAZ 187

TAZ_365

TAZ 186

TAZ 185



TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes191.15ODI - 0.00 0.00 0.00 0.00 ODI per T& H Acreage

192.15 - 0.00 0.00 0.00 0.00 Airport193.15 0.00 0.00 0.00 0.00 0.00194.15 0.00 0.00 0.00 0.00 0.00

Total 0.00 0.00 0.00 - 0.00

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes177.15 0.00 0.00 0.00 0.00 0.00178.15 0.00 0.00 0.00 0.00 0.00

Total 0.00 0.00 0.00 - 0.00

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes173.107.15 0.00 0.00 0.00 4.50 0.00 Split between Basin L4107 (3/4) & L4124 (1/4)175.107.15 0.00 0.00 0.00 0.00 0.00

176.15 0.00 0.00 0.00 0.00 0.00174.107.15 168.75 22,364.19 15.53 4.17 64.83 Split between Basin L4107 (1/2) & L4119 (1/2)

Total 168.75 22,364.19 15.53 - 64.83

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes197.15 0.00 0.00 0.00 0.00 0.00 No flow (see LS4109 memo)


Total 0.00 0.00 0.00 - 0.00


175.110.15 0.00 0.00 0.00 0.00 0.00375.110.15 0.00 0.00 0.00 0.00 0.00 Split with L118: half to LS110 & half to LS118


Total 275.00 36,445.35 25.31 - 103.62

Basin L039

Basin L105

Basin L107

Basin L109

Basin L110

Basin L111TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes190.15 0.00 0.00 0.00 0.00 0.00 AB Moved TAZ 190 to LS110 (gets there from LS4121 directly)198.15 0.00 0.00 0.00 0.00 0.00377.15 0.00 0.00 0.00 0.00 0.00

Total 0.00 0.00 0.00 - 0.00


375.118.15 0.00 0.00 0.00 0.00 0.00 Split with L118: half to LS110 & half to LS118

376.118.15 0.00 0.00 0.00 0.00 0.00 Split with L110: acreage a & c are in L110 + carriage gate & shell point (LS118: acreage b&d only)


Total 3,750.00 897,031.99 622.94 - 1,575.76


170.119.15 1,572.50 208,401.11 144.72 3.66 530.36 Split with LS118 & LS119169.15COM - 213,360.00 148.17 2.50 370.42

171.15 187.50 24,849.10 17.26 4.16 71.75174.119.15 750.00 99,396.40 69.03 3.88 267.62 Split with LS107 & LS119175.119.15 0.00 0.00 0.00 0.00 0.00

Total 5,730.00 972,748.47 675.52 - 2,252.50


Total 0.00 0.00 0.00 - 0.00

Basin L118

Basin L119

Basin L120



TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes173.124.15 0.00 0.00 0.00 4.50 0.00 Split with L107 & L124

182.15 0.00 0.00 0.00 0.00 0.00

Total 0.00 0.00 0.00 - 0.00

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes182.15 0.00 0.00 0.00 0.00 0.00 Goes to LS4124 basin332.15 0.00 0.00 0.00 0.00 0.00333.15 0.00 0.00 0.00 0.00 0.00 AB moved all to 5 year period given location

Total 0.00 0.00 0.00 - 0.00


Total 556.25 73,718.99 51.19 - 202.21


Total 0.00 0.00 0.00 - 0.00


Total 2,540.00 336,622.47 233.77 - 818.83


Total 580.00 76,866.55 53.38 - 210.33

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes357.15 0.00 0.00 0.00 0.00 0.00 Plum Creek Transport Hub359 15 0 00 0 00 0 00 0 00 0 00 All in 20+ window

Basin L124

Basin L126

Basin OakGrove

LS4127_ TAZ 183

Basin Basin D

Basin Buffalo


359.15 0.00 0.00 0.00 0.00 0.00 All in 20+ window

Total 0.00 0.00 0.00 - 0.00


Total 151.88 20,127.77 13.98 - 58.56


Total 0.00 0.00 0.00 - 0.00


Total 0.00 0.00 0.00 - 0.00


Total 405.00 53,674.05 37.27 - 149.82

Plum Creek_Everett



Basin Clayhole



TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes185.15 0.00 0.00 0.00 4.50 0.00 All either existing on septic or projected to build in 20 year period

Total 0.00 0.00 0.00 - 0.00


Total 532.50 70,571.44 49.01 - 194.07


Total 0.00 0.00 0.00 - 0.00

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes365.15 0.00 0.00 0.00 0.00 0.00 Pop 20 year and out

Total 0.00 0.00 0.00 - 0.00


Total 0.00 0.00 0.00 - 0.00

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes167.15 0.00 0.00 0.00 0.00 0.00 Pop 20+ year and out

Total 0.00 0.00 0.00 - 0.00

Total 2014 14,689 2,560,171 1,778 - 5,631

TAZ 185

Septic

Pop 20+ Year & Out

TAZ 187

TAZ_365

TAZ 186



TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes191.20ODI - 0.00 0.00 0.00 0.00 ODI per T& H Acreage

192.20 - 0.00 0.00 0.00 0.00 Airport193.20 0.00 0.00 0.00 0.00 0.00194.20 0.00 0.00 0.00 0.00 0.00

Total 0.00 0.00 0.00 - 0.00


Total 0.00 0.00 0.00 - 0.00

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes173.107.20 0.00 0.00 0.00 0.00 0.00 Split between Basin L4107 (3/4) & L4124 (1/4)175.107.20 0.00 0.00 0.00 0.00 0.00

176.20 0.00 0.00 0.00 0.00 0.00174.107.5 0.00 0.00 0.00 0.00 0.00 Split between Basin L4107 (1/2) & L4119 (1/2)

Total 0.00 0.00 0.00 - 0.00

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes197.20 0.00 63,600.00 44.17 - 110.00 Number from indepth study of LS4109


Total 0.00 63,600.00 44.17 - 110.00


175.110.20 0.00 0.00 0.00 0.00 0.00375.110.20 0.00 0.00 0.00 0.00 0.00 Split with L118: half to LS110 & half to LS118


Total 237.50 31,475.53 21.86 - 90.05

Basin L039

Basin L105

Basin L107

Basin L109

Basin L110

Basin L111TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes190.20 0.00 0.00 0.00 0.00 0.00 AB Moved TAZ 190 to LS110 (gets there from LS4121 directly)198.20 0.00 0.00 0.00 0.00 0.00377.20 0.00 0.00 0.00 0.00 0.00

Total 0.00 0.00 0.00 - 0.00


375.118.20 0.00 0.00 0.00 0.00 0.00 Split with L118: half to LS110 & half to LS118

376.118.20 0.00 0.00 0.00 0.00 0.00 Split with L110: acreage a & c are in L110 + carriage gate & shell point (LS118: acreage b&d only)


Total 5,000.00 1,062,692.65 737.98 - 1,909.97


170.119.20 235.00 31,144.20 21.63 4.12 89.14 Split with LS118 & LS119169.20COM - 50,673.00 35.19 2.50 87.97

171.20 162.50 21,535.89 14.96 4.18 62.51174.119.5 0.00 0.00 0.00 0.00 0.00 Split with LS107 & LS119175.119.20 0.00 0.00 0.00 0.00 0.00

Total 1,141.25 201,921.18 140.22 - 505.16

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes376.120.20 0.00 0.00 0.00 0.00 0.00 0 Pop. Included in Basin L110

Total 0.00 0.00 0.00 - 0.00

Basin L111

Basin L118

Basin L119

Basin L120



TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes173.124.20 0.00 0.00 0.00 0.00 0.00 Split with L107 & L124

182.20 0.00 0.00 0.00 0.00 0.00

Total 0.00 0.00 0.00 - 0.00

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes182.20 0.00 0.00 0.00 0.00 0.00 Goes to LS4124 basin332.20 0.00 0.00 0.00 0.00 0.00333.20 0.00 0.00 0.00 0.00 0.00 AB moved all to 5 year period given location

Total 0.00 0.00 0.00 - 0.00


Total 0.00 0.00 0.00 - 0.00


Total 0.00 0.00 0.00 - 0.00

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes353.20 & 354.20 3,750.00 496,981.99 345.13 3.36 1,159.04

Total 3,750.00 496,981.99 345.13 - 1,159.04


Total 762.50 101,053.00 70.18 - 280.24

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes357.20 0.00 0.00 0.00 0.00 0.00 Plum Creek Transport Hub359.20 0.00 0.00 0.00 0.00 0.00 All in 20+ window

Basin Basin D

Basin Buffalo


Basin L126

Basin OakGrove

LS4127_ TAZ 183

Basin L124

Total 0.00 0.00 0.00 - 0.00


Total 0.00 0.00 0.00 - 0.00


Total 0.00 0.00 0.00 - 0.00


Total 0.00 0.00 0.00 - 0.00


Total 405.00 53,674.05 37.27 - 149.82


Basin Clayhole

Plum Creek_Everett





Total 727.50 96,414.51 66.95 - 260.11

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes186.20 0.00 0.00 0.00 0.00 0.00 Already existing or built out in 10 and 15 year periods

Total 0.00 0.00 0.00 - 0.00


Total 0.00 0.00 0.00 - 0.00

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes365.20 2,625.00 347,887.39 241.59 3.49 843.39 Pop 20 year and out

Total 2,625.00 347,887.39 241.59 - 843.39


Total 0.00 0.00 0.00 - 0.00

TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes167.20 0.00 0.00 0.00 0.00 0.00 Pop 20+ year and out

Total 0.00 0.00 0.00 - 0.00

Total 2014 14,649 2,455,700 1,705 - 5,308

Septic

Pop 20+ Year & Out

TAZ_365

TAZ 187

TAZ 186

TAZ 185



APPENDIX E – SEWER SYSTEM COMPONENT EXIT 29 POPULATION PROJECTIONS


Taz #


Residents/HH)

Total # of Possible

Units (ERC)



Total



308.5 131.25 52.5 53 21 3101 HC, FC, M20, LC & M12

All to develop within 5 years

0 Cottage Point 252 Septic0 Scarlett Estates 539 Septic0 Tidewater Estates MHP 1084 Septic

309.5 313.13 125.3 125 50 3103 FC, PDR & FA

Acrage (Amounts-10% COM) Develop over next

5 years0 Broklyn Ridge 205 Septic0 Creekwood 265 Septic0 Fancy Acres 312 Septic0 Fancy Buffs 313 Septic0 Fanc Bl ff Estates 314 Septic0 Fancy Bluff Estates 314 Septic0 Price Lands 517 Septic0 Rosedale 533 Septic0 Bayou Oaks 1142 Septic

309.10 313.13 125.3 125 50 3103 FC, PDR & FA


5 years0 Broklyn Ridge 205 Septic0 Creekwood 265 Septic0 Fancy Acres 312 Septic0 Fancy Buffs 313 Septic0 Fancy Bluff Estates 314 Septic0 Price Lands 517 Septic0 Rosedale 533 Septic0 Bayou Oaks 1142 Septic


Taz #


Residents/HH)

Total # of Possible

Units (ERC)



Total



309.15 313.13 125.3 125 50 3103 FC, PDR & FA


5 years0 Broklyn Ridge 205 Septic0 Creekwood 265 Septic0 Fancy Acres 312 Septic0 Fancy Buffs 313 Septic0 Fancy Bluff Estates 314 Septic0 Price Lands 517 Septic0 Rosedale 533 Septic0 Bayou Oaks 1142 Septic

328.5 2,265.00 906.0 460 184 FC, PDG, FA, FC, R9 & LI

(LS3101 Has 42 lots included in the # of ERC)

(LS3114 Has 14 lots LS3101 242.50 97.0 0 0S3 0 .50 97.0 0 0LS3114 1,012.50 405.0 0 0LS3123 42.50 17.0 0 0

66 Cinder Hill 242 Sewer 31140 Foxcreek 321 Septic -0 McGinty Lands @ Southport 439 Septic -

55 Planting Hammock 510 Sewer 3101198 Somersby Pointe 902 Sewer 311472 Southwinds 910 Sewer 311455 Barrington Oaks 1139 Sewer 31140 Southport 39 Septic

329.5 382.50 153.0 0 0 3103 R20 & FC153 Royal Oaks 534 Sewer

0 Curry Track 2 826 Septic330 18.75 7.5 0 0 4103 R12

0 Satilla Shores 537 Septic0 Satilla Shores Acres 538 Septic


Taz #


Residents/HH)

Total # of Possible

Units (ERC)



Total



341.5 FA, PDG & CP

Turtle River is by acrage (High Density: we took half of the acrage with

20HH/acre @ 1.5person/HH Medium Density: 4HH/acre @ 2

people/HH Low Density: 2HH/acre @ 2.5

people/acre)

3931 1,158.75 463.5 198 79Turtle Total 300.50 171.0 - -

Turtle High 157.50 105.0 105 5HighTurtle Med 88.00 44.0 44 11

Turtle Low 55.00 22.0 22 11

0 Wiggins Estate 133 Septic 39310 Battle 177 Septic 39310 Davis Acres 279 Septic 39310 Harris Plantation 360 Septic 39310 Wright Estate 983 Septic 3931

266 Hopewell Creek Phase 1 Planned 39310 Hopewell Creek Phase 2 Planned 39310 Hopewell Creek Phase 3 Planned 39310 Hopewell Creek Phase 4 Planned 3931



Taz #


Residents/HH)

Total # of Possible

Units (ERC)



Total



341.10 FA, PDG & CP




people/acre)

3931 801.25 320.5 198 79Turtle Total 300.50 171.0 - -


Turtle Low 55.00 22.0 22 11





Taz #


Residents/HH)

Total # of Possible

Units (ERC)



Total



341.15 FA, PDG & CP




people/acre)

3931 801.25 320.5 198 79Turtle Total 300.50 171.0 - -


Turtle Low 55.00 22.0 22 11





Taz #


Residents/HH)

Total # of Possible

Units (ERC)



Total



341.20 FA, PDG & CP




people/acre)

3931 690.00 276.0 170 68Turtle Total 253.50 145.0 - -


Turtle Low 45.00 18.0 18 9





Taz #


Residents/HH)

Total # of Possible

Units (ERC)



Total



341.20+ FA, PDG & CP




people/acre)

3931 7,863.75 3,145.5 1,863 745Turtle Total 2,676.00 1,512.0 - -

Turtle High 1,350.00 900.0 900 45

Turtle Med 816.00 408.0 408 102

Turtle Low 510.00 204.0 204 102

0 Wiggins Estate 133 Septic 39310 Battle 177 Septic 39310 Davis Acres 279 Septic 39310 H i Pl t ti 360 S ti 39310 Harris Plantation 360 Septic 39310 Wright Estate 983 Septic 39310 Hopewell Creek Phase 1 Planned 3931

193 Hopewell Creek Phase 2 Planned 3931545 Hopewell Creek Phase 3 Planned 3931545 Hopewell Creek Phase 4 Planned 393145 Turtle River High Density (acres) Step Turtle102 Turtle River Medium Density (acres) Step Turtle102 Turtle River Low Density Step Turtle



Taz #


Residents/HH)

Total # of Possible

Units (ERC)



Total




342.15 315.00 131.3 131 53 None FA0 Bell Estate 82 Septic0 Mungin Lands 92 Septic0 Myers Hill Tract 93 Septic0 Avondale 171 Septic0 Cain Tract 223 Septic0 Cains Crossing 224 Septic0 Cains Crossing 224 Septic0 Durry Tract 298 Septic0 Drawdy Tract 2 292 Septic0 Livingston Tract 422 Septic0 Davis Tract 829 Septic0 Jennie Rhodes Estate 890 Septic0 Spaulding Meadow 911 Septic0 Spurry Lane 924 Septic0 Whispering Pines 972 Septic



Taz #


Residents/HH)

Total # of Possible

Units (ERC)



Total



342.20+ 2,964.96 1,235.4 1,235 494 None FA0 Bell Estate 82 Septic0 Mungin Lands 92 Septic0 Myers Hill Tract 93 Septic0 Avondale 171 Septic0 Cain Tract 223 Septic0 Cains Crossing 224 Septic0 Durry Tract 298 Septic0 Drawdy Tract 2 292 Septic0 Livingston Tract 422 Septic0 Davis Tract 829 Septic0 Jennie Rhodes Estate 890 Septic0 Spaulding Meadow 911 Septic0 Spurry Lane 924 Septic0 Whispering Pines 972 Septic

343.5 2,483.75 993.5 933 373 0 3121 PDG, R20, FA LI & HC343.5 2,483.75 993.5 933 373 0 3121 FA, LI & HC

LS3121 1,249.38 499.8 439 176LS3300 114.38 45.8 46 18

0 Quinnely Estates 107 Septic0 Rainey Tract 108 Septic0 Angelo's Acres 163 Septic0 Deerwood Estates 283 Septic0 Emanual Church Estates 306 Septic0 Fish Hall 316 Septic0 Fish Hall Estates 317 Septic0 Jekyll Heights 390 Septic

61 Majestic Oaks 427 Sewer0 Plott 511 Septic0 Silver Bluff 550 Septic0 Three Oaks 937 Septic0 Scarlett Properties 1036 Septic0 Avondale 2 1144 Septic0 Ratliff Lake 1147 Septic


Taz #


Residents/HH)

Total # of Possible

Units (ERC)



Total



343.10 2,331.25 932.5 933 373 0 3121 PDG, R20, FA, LI & HC

LS3121 0.00 0.0 0 0LS3300 114.38 45.8 46 18

0 Quinnely Estates 107 Septic0 Rainey Tract 108 Septic0 Angelo's Acres 163 Septic0 Deerwood Estates 283 Septic0 Emanual Church Estates 306 Septic0 Fish Hall 316 Septic0 Fish Hall Estates 317 Septic0 Jekyll Heights 390 Septic0 Majestic Oaks 427 Sewer0 Plott 511 Septic0 Silver Bluff 550 Septic0 Three Oaks 937 Septic0 Scarlett Properties 1036 Septic0 Avondale 2 1144 Septic0 R tliff L k 1147 S ti0 Ratliff Lake 1147 Septic

343.15 2,331.25 932.5 933 373 0 3121 PDG, R20, FA, LI & HC

LS3121 0.00 0.0 0 0LS3300 114.38 45.8 46 18



Taz #


Residents/HH)

Total # of Possible

Units (ERC)



Total



343.20 2,331.25 932.5 933 373 0 3121 PDG, R20, FA, LI & HC

LS3121 0.00 0.0 0 0LS3300 99.13 39.7 40 16

0 Quinnely Estates 107 Septic0 Rainey Tract 108 Septic0 Angelo's Acres 163 Septic0 Deerwood Estates 283 Septic0 Emanual Church Estates 306 Septic0 Fish Hall 316 Septic0 Fish Hall Estates 317 Septic0 Jekyll Heights 390 Septic0 Majestic Oaks 427 Sewer0 Plott 511 Septic0 Silver Bluff 550 Septic0 Three Oaks 937 Septic0 Scarlett Properties 1036 Septic0 Avondale 2 1144 Septic0 R tliff L k 1147 S ti0 Ratliff Lake 1147 Septic

343.20+ 2,331.25 932.5 933 373 0 3121 PDG, R20, FA, LI & HC

LS3121 0.00 0.0 0 0LS3300 1,082.75 433.1 433 173



Taz #


Residents/HH)

Total # of Possible

Units (ERC)



Total






0 Henry L. Hunt Estate 363 Septic0 Jackson Acres 386 Septic0 Perry-Mallete Tract 492 Septic0 Elizabeth Richardson Tract 841 Septic0 S hi B il E t t 903 S ti0 Sophia Baily Estate 903 Septic






Taz #


Residents/HH)

Total # of Possible

Units (ERC)



Total



344.20+ 4,743.75 1,897.5 1,898 759 None FA & PDGLS3301 2,371.88 948.8 949 380 0 Brookman 210 SepticLS3302 2,371.88 948.8 949 380 0 Brown Estate 211 Septic


345.5 0.00 0.0 0 0 None FA, OC & HC

0 Strafford Waye Tract 124 Septic0 Swain Property 126 Septic0 Wilson Estate 135 Septic0 Baldwin Estate 175 Septic0 Blue - Richardson Tract 196 Septic0 Cuthbert Tract 273 Septic0 Drake's Landing 290 Septic0 Fred Massey Estate 322 Septic0 Hickox Tract 368 Septic0 Johnson Estates 2 397 Septic0 Mary Mack Estate 434 Septic0 N h A 460 S ti0 Noah Acres 460 Septic0 Palmetto Point 481 Septic0 Ranch 84 521 Septic0 Jackson Estate 883 Septic0 Spring Hill 913 Septic

345.10 492.19 196.9 197 79 None FA, OC & HC



Taz #


Residents/HH)

Total # of Possible

Units (ERC)



Total



345.15 492.19 196.9 197 79 None FA, OC & HC

0 Strafford Waye Tract 124 Septic0 Swain Property 126 Septic0 Wilson Estate 135 Septic0 Baldwin Estate 175 Septic0 Blue - Richardson Tract 196 Septic0 Cuthbert Tract 273 Septic0 Drake's Landing 290 Septic0 Fred Massey Estate 322 Septic0 Hickox Tract 368 Septic0 Johnson Estates 2 397 Septic0 Mary Mack Estate 434 Septic0 Noah Acres 460 Septic0 Palmetto Point 481 Septic0 Ranch 84 521 Septic0 Jackson Estate 883 Septic0 S i Hill 913 S ti0 Spring Hill 913 Septic

345.20 426.56 170.6 171 68 None FA, OC & HC



Taz #


Residents/HH)

Total # of Possible

Units (ERC)



Total



345.20+ 5,151.56 2,060.6 2,061 824 None FA, OC & HC


346.5 1,812.50 725.0 725 290 None FA, PDR, R20 & HC

LS3302 56.25 22.5 23 9LS3200 451.88 180.8 19 8LS3200 451.88 180.8 19 8LS3300 103.13 41.3 41 17

0 Annabelle Robinson Tract 164 Septic0 Baumgartner Acres 178 Septic0 Baumgartner Circle 179 Septic0 Big Buck 192 Septic0 Cedardale 235 Septic0 Glynn Jekyll Acres 336 Septic0 Good Place 350 Septic0 Ivy 385 Septic0 Laurel Grove 408 Septic0 Leotis-Way Estate 415 Septic0 Live Oak Acres 421 Septic0 Lizzie Brown Estates 423 Septic0 Brooks Mosley Tract 451 Septic0 Mosley Tract 2 452 Septic0 Murray Tract 455 Septic0 Myers Hill Acres 456 Septic0 Myers Hill Estate 457 Septic0 Pinemeadows 504 Septic0 Scarlett Gardens 540 Septic0 Wilson Creek Plantation 975 Septic0 The Lakes 1157 Septic

162 Cobblestone Septic


Taz #


Residents/HH)

Total # of Possible

Units (ERC)



Total



346.10 1,812.50 725.0 725 290 None FA, PDR, R20 & HC

LS3302 56.25 22.5 23 9LS3200 46.88 18.8 19 8LS3300 103.13 41.3 41 17

0 Annabelle Robinson Tract 164 Septic0 Baumgartner Acres 178 Septic0 Baumgartner Circle 179 Septic0 Big Buck 192 Septic0 Cedardale 235 Septic0 Glynn Jekyll Acres 336 Septic0 Good Place 350 Septic0 Ivy 385 Septic0 Ivy 385 Septic0 Laurel Grove 408 Septic0 Leotis-Way Estate 415 Septic0 Live Oak Acres 421 Septic0 Lizzie Brown Estates 423 Septic0 Brooks Mosley Tract 451 Septic0 Mosley Tract 2 452 Septic0 Murray Tract 455 Septic0 Myers Hill Acres 456 Septic0 Myers Hill Estate 457 Septic0 Pinemeadows 504 Septic0 Scarlett Gardens 540 Septic0 Wilson Creek Plantation 975 Septic0 The Lakes 1157 Septic0 Cobblestone Septic


Taz #


Residents/HH)

Total # of Possible

Units (ERC)



Total



346.15 1,812.50 725.0 725 290 None FA, PDR, R20 & HC

LS3302 56.25 22.5 23 9LS3200 46.88 18.8 19 8LS3300 103.13 41.3 41 17



Taz #


Residents/HH)

Total # of Possible

Units (ERC)



Total



346.20 1,812.50 725.0 725 290 None FA, PDR, R20 & HC

LS3302 50.00 20.0 20 8LS3200 40.63 16.3 16 7LS3300 89.38 35.8 36 14



Taz #


Residents/HH)

Total # of Possible

Units (ERC)



Total



346.20+ 1,812.50 725.0 725 290 None FA, PDR, R20 & HC

LS3302 531.25 212.5 213 85LS3200 437.50 175.0 175 70LS3300 976.25 390.5 391 156

0 Annabelle Robinson Tract 164 Septic0 Baumgartner Acres 178 Septic0 Baumgartner Circle 179 Septic0 Big Buck 192 Septic0 Cedardale 235 Septic0 Glynn Jekyll Acres 336 Septic0 Good Place 350 Septic0 Ivy 385 Septic0 Laurel Grove 408 Septic0 Leotis-Way Estate 415 Septic0 Live Oak Acres 421 Septic0 Lizzie Brown Estates 423 Septic0 Brooks Mosley Tract 451 Septic0 Brooks Mosley Tract 451 Septic0 Mosley Tract 2 452 Septic0 Murray Tract 455 Septic0 Myers Hill Acres 456 Septic0 Myers Hill Estate 457 Septic0 Pinemeadows 504 Septic0 Scarlett Gardens 540 Septic0 Wilson Creek Plantation 975 Septic0 The Lakes 1157 Septic0 Cobblestone Septic


0 Little Oak 420 Septic0 Serenoa Cove 544 Septic0 Curry Tract 825 Septic0 South Creek 904 Septic0 Spaulding MHP 1080 Septic0 Terranova 930 Septic

75 Satilla Sands Sewer


Taz #


Residents/HH)

Total # of Possible

Units (ERC)



Total






0 Little Oak 420 Septic0 Serenoa Cove 544 Septic0 Serenoa Cove 544 Septic0 Curry Tract 825 Septic0 South Creek 904 Septic0 Spaulding MHP 1080 Septic0 Terranova 930 Septic0 Satilla Sands Sewer

348.5 1,232.00 492.8 0 0 None PDG & FALS3930 1,232.00 492.8 0 0TAZ348 0.00 0.0 0 0





Taz #


Residents/HH)

Total # of Possible

Units (ERC)



Total



348.10 1,227.00 490.8 0 0 None PDG & FALS3930 1,227.00 490.8 0 0TAZ348 0.00 0.0 0 0




348.15 1,583.25 633.30 292.50 117.00 None PDG & FALS3930 852.00 340.8 0 0TAZ348 731.25 292.5 293 117


0 Clinch Estate 246 Septic0 Johnson Estate 396 Septic0 Hayner Tract 868 Septic0 Tyson Estate 951 Septic0 Tyson Tract 952 Septic0 Wil T E t t 976 S ti0 Wilson Tyson Estate 976 Septic

348.20 1,372.25 548.90 253.50 101.40 None PDG & FALS3930 738.50 295.4 0 0TAZ348 633.75 253.5 254 101



348.20+ 16,446.75 6,578.70 3,352.50 1,341.00 None PDG & FALS3930 8,065.50 3,226.2 0 0TAZ348 8,381.25 3,352.5 3,353 1,341




Taz #


Residents/HH)

Total # of Possible

Units (ERC)



Total



349 0.00 None FA 50+0 Haynon Tract 869 Septic

350 0.00 None FA & HC 50+0 Atterberry tract 168 Septic0 Jillwood 393 Septic0 Post Court 515 Septic0 Smith Estate 551 Septic0 Smith Tract 552 Septic0 Ternest Acres 928 Septic

351.5 0.00 0.0 0 0 None None FA351.10 0.00 0.0 0 0 None None FA351.15 0.00 0.0 0 0 None None FA351.20 578.91 231.6 232 93 None None FA

351.20+ 8,327.38 3,331.0 3,331 1,332 None None FA352 None None FA 50+

Turtle River is by acrage (High Density: we took

355.5 H PDG

( g e s ty: we toohalf of the acrage with



people/acre)

Turtle2 Total 284.375 113.75 113.75 45.5


Turtle2 Med 56.25 22.5 22.5 9

Turtle2 Low 228.125 91.25 91.25 36.5




Taz #


Residents/HH)

Total # of Possible

Units (ERC)



Total



355.10 H PDG




people/acre)

Turtle2 Total 284.375 113.75 113.75 45.5


Turtle2 Med 56.25 22.5 22.5 9

Turtle2 Low 228.125 91.25 91.25 36.5


36 5 T tl Ri L D it St T tl 236.5 Turtle River Low Density Step Turtle2

355.15 H PDG




people/acre)

Turtle2 Total 284.375 113.75 113.75 45.5


Turtle2 Med 56.25 22.5 22.5 9

Turtle2 Low 228.125 91.25 91.25 36.5




Taz #


Residents/HH)

Total # of Possible

Units (ERC)



Total



355.20 H PDG




people/acre)

Turtle2 Total 243.75 97.5 97.5 39


Turtle2 Med 43.75 17.5 17.5 7

Turtle2 Low 200 80 80 32


32 T tl Ri L D it St T tl 232 Turtle River Low Density Step Turtle2

355.20+ H PDG




people/acre)

Turtle2 Total 2653.125 1061.25 1061.25 424.5


Turtle2 Med 488.75 195.5 195.5 78.2

Turtle2 Low 2164.375 865.75 865.75 346.3

0 Turtle River High Density (acres) Step Turtle278.2 Turtle River Medium Density (acres) Step Turtle2346.3 Turtle River Low Density Step Turtle2


Taz #


Residents/HH)

Total # of Possible

Units (ERC)



Total




360.20+ 1,666.25 666.5 667 267 Septic TAZ360 FA361.5 18.75 7.5 8 3

0 Bennett Tract 188 Septic TAZ361 FA0 B.F. O'Quinn Estate 190 Septic TAZ361 FA0 Dury Tract 295 Septic TAZ361 FA


361.15 18.75 7.5 8 30 Bennett Tract 188 Septic TAZ361 FA0 B F O'Q i E t t 190 S ti TAZ361 FA0 B.F. O'Quinn Estate 190 Septic TAZ361 FA0 Dury Tract 295 Septic TAZ361 FA


361.20+ 209.38 83.8 84 340 Bennett Tract 188 Septic TAZ361 FA0 B.F. O'Quinn Estate 190 Septic TAZ361 FA0 Dury Tract 295 Septic TAZ361 FA


362.20+ 5,506.25 2,202.5 2,203 881 Septic TAZ362 FA

Exit 29 Basin Flow Projections: Base

i ( ( ) PHF

South Per Capita

150.01

Basin 3101TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes

308 38.50 5,775.22 4.01 4.34 17.39

Total 38.50 5,775.22 4.01 - 17.39


309 71.00 10,650.40 7.40 4.28 31.67329 277.50 41,626.57 28.91 4.09 118.31330 7.50 1,125.04 0.78 4.43 3.46

309 COM 44,500.00 30.90 1.50 46.35 Added Jan 12, 2009

Total 356.00 97,902.02 67.99 - 199.79


328 937.50 140,630.32 97.66 3.82 372.86

328 COM 39,000.00 27.08 1.50 40.63 Added Jan 12, 2009

Total 937.50 179,630.32 124.74 - 413.48


343 55.00 8,250.31 5.73 4.31 24.67

Total 55.00 8,250.31 5.73 - 24.67

Basin 3123TAZ #TAZ # P l tiPopulat on ADF ( d)ADF gpd) ADF ( )ADF gpm P k F tPeak Factor PHF N tNotes

347 82.50 12,375.47 8.59 4.27 36.66

Total 82.50 12,375.47 8.59 - 36.66


347 0.00 0.00 0.00 4.50 0.00

Total 0.00 0.00 0.00 - 0.00


0.00 0.00 0.00 4.50 0.00

Total 0.00 0.00 0.00 - 0.00


0.00 0.00 0.00 4.50 0.00

Total 0.00 0.00 0.00 - 0.00

Exit 29 Basin Flow Projections: Base


341 0.00 0.00 0.00 4.50 0.00360 0 0.00 0.00 0.00 0.00361 0 0.00 0.00 0.00 0.00362 0 0.00 0.00 0.00 0.00

Total 0.00 0.00 0.00 - 0.00


0.00 0.00 0.00 4.50 0.00

Total 0.00 0.00 0.00 - 0.00

Total_Base 1,469.50 303,933 211 - 692

Exit 29 Basin Flow Projections: Year 5

South Per Capita 150.01Basin 3101


328.3101.5 242.50 36,376.38 25.26 4.12 103.98 Split with L3101, LS3114 & LS3123

Total 373.75 56,064.62 38.93 - 161.54

Basin 3103TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes309.5 313.13 46,970.53 32.62 4.07 132.77329.5 382.50 57,377.17 39.85 4.03 160.63330.5 18.75 2,812.61 1.95 4.38 8.56

Total 714.38 107,160.30 74.42 - 301.96


328.3114.5 1,012.50 151,880.74 105.47 3.80 400.43 Split with L3101, LS3114 & LS3123

Total 1,012.50 151,880.74 105.47 - 400.43


343.3121.5 1,249.38 187,413.34 130.15 3.74 486.18 Split with LS3121 & LS3300

Total 1,249.38 187,413.34 130.15 - 486.18


347.3123.5 531.25 79,690.51 55.34 3.96 219.18328.3123.5 42.50 6,375.24 4.43 4.33 19.16 Split with L3101, LS3114 & LS3123

Total 573.75 86,065.75 59.77 - 238.34


347.3129.5 187.50 28,126.06 19.53 4.16 81.22

Total 187.50 28,126.06 19.53 - 81.22


346.3200.5 451.88 67,783.81 47.07 4.00 188.12

Total 451.88 67,783.81 47.07 - 188.12

Basin 3300TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes342.5 315.00 47,251.79 32.81 4.07 133.53

343.3300.5 114.38 17,156.90 11.91 4.23 50.36 Split with LS3121 & LS3300346.3300.5 103.13 15,469.33 10.74 4.24 45.55 Split with LS302, LS3300 & LS3200

Total 532.50 79,878.02 55.47 - 229.44

Basin 3301TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes341.5 1,158.75 173,819.07 120.71 3.76 453.60360.5 175.00 26,250.99 18.23 4.17 75.99351.5 0.00 0.00 0.00 4.50 0.00361.5 18.75 2,812.61 1.95 4.38 8.56362.5 581.88 87,284.55 60.61 3.94 238.79

344.3301.5 0.00 0.00 0.00 4.50 0.00

Total 1,934.38 290,167.22 201.51 - 776.94

Basin 3302


TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes344.3302.5 0.00 0.00 0.00 4.50 0.00

345.5 0.00 0.00 0.00 4.50 0.00348.5 1,232.00 184,806.99 128.34 3.74 479.95

346.3302.5 56.25 8,437.82 5.86 4.30 25.22

Total 1,288.25 193,244.81 134.20 - 505.17

Total 5 Yr 8,318 1,247,785 867 - 3,369





328.3101.10 0.00 0.00 0.00 0.00 0.00

Total 0.00 0.00 0.00 - 0.00

Basin 3103TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes309.10 313.13 46,970.53 32.62 4.07 132.77329.10 0.00 0.00 0.00 0.00 0.00330.10 0.00 0.00 0.00 0.00 0.00

Total 313.13 46,970.53 32.62 - 132.77


328.3114.10 0.00 0.00 0.00 0.00 0.00

Total 0.00 0.00 0.00 - 0.00


343.3121.10 0.00 0.00 0.00 0.00 0.00 Split with LS3121 & TAZ343

Total 0.00 0.00 0.00 - 0.00


347.3123.10 356.25 53,439.52 37.11 4.05 150.13328.3123.10 0.00 0.00 0.00 0.00 0.00

Total 356.25 53,439.52 37.11 - 150.13


347.3129.10 0.00 0.00 0.00 4.50 0.00

Total 0.00 0.00 0.00 - 0.00


346.3200.10 46.88 7,031.52 4.88 4.32 21.10

Total 46.88 7,031.52 4.88 - 21.10



Total 532.50 79,878.02 55.47 - 229.44

Basin 3301TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes341.1 801.25 120,192.04 83.47 3.86 322.18360.1 175.00 26,250.99 18.23 4.17 75.99351.1 0.00 0.00 0.00 4.50 0.00361.1 18.75 2,812.61 1.95 4.38 8.56362.1 581.88 87,284.55 60.61 3.94 238.79

344.3301.10 226.56 33,985.66 23.60 4.13 97.42


Total 1,803.44 270,525.85 187.87 - 742.94


344.3302.10 226.56 33,985.66 23.60 4.13 97.42345.1 492.19 73,830.92 51.27 3.98 203.94348.1 1,227.00 184,056.96 127.82 3.74 478.16

346.3302.10 56.25 8,437.82 5.86 4.30 25.22

Total 2,002.00 300,311.35 208.55 - 804.74

Total 10 Yr 5,054 758,157 526 - 2,081


347 3129 15 00 00 00 00



328.3101.15 0.00 0.00 0.00 0.00 0.00

Total 0.00 0.00 0.00 - 0.00

Basin 3103TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes309.15 313.13 46,970.53 32.62 4.07 132.77329.15 0.00 0.00 0.00 0.00 0.00330.15 0.00 0.00 0.00 0.00 0.00

Total 313.13 46,970.53 32.62 - 132.77


328.3114.15 0.00 0.00 0.00 0.00 0.00

Total 0.00 0.00 0.00 - 0.00


343.3121.15 0.00 0.00 0.00 0.00 0.00 Split with LS3121 & TAZ343

Total 0.00 0.00 0.00 - 0.00


347.3123.15 356.25 53,439.52 37.11 4.05 150.13328.3123.15 0.00 0.00 0.00 0.00 0.00

Total 356.25 53,439.52 37.11 - 150.13


347 3129 15. . 0 000. 0 000. 0 000. 4 504.50 0 000.

Total 0.00 0.00 0.00 - 0.00


346.3200.15 46.88 7,031.52 4.88 4.32 21.10

Total 46.88 7,031.52 4.88 - 21.10



Total 532.50 79,878.02 55.47 - 229.44

Basin 3301TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes341.15 801.25 120,192.04 83.47 3.86 322.183601.5 175.00 26,250.99 18.23 4.17 75.99351.15 0.00 0.00 0.00 4.50 0.00361.15 18.75 2,812.61 1.95 4.38 8.56362.15 581.88 87,284.55 60.61 3.94 238.79

344.3301.15 226.56 33,985.66 23.60 4.13 97.42

Total 1,803.44 270,525.85 187.87 - 742.94



344.3302.15 226.56 33,985.66 23.60 4.13 97.42345.15 492.19 73,830.92 51.27 3.98 203.94348.15 1,583.25 237,496.48 164.93 3.66 604.04

346.3302.15 56.25 8,437.82 5.86 4.30 25.22

Total 2,358.25 353,750.87 245.66 - 930.63

Total 15 Yr 5,410 811,596 564 - 2,207




328.3101.20 0.00 0.00 0.00 0.00 0.00

Total 0.00 0.00 0.00 - 0.00

Basin 3103TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes309.20 0.00 0.00 0.00 0.00 0.00329.20 0.00 0.00 0.00 0.00 0.00330.20 0.00 0.00 0.00 0.00 0.00

Total 0.00 0.00 0.00 - 0.00


328.3114.20 0.00 0.00 0.00 0.00 0.00

Total 0.00 0.00 0.00 - 0.00


343.3121.20 0.00 0.00 0.00 0.00 0.00 Split with LS3121 & TAZ343

Total 0.00 0.00 0.00 - 0.00


347.3123.20 0.00 0.00 0.00 0.00 0.00328.3123.20 0.00 0.00 0.00 0.00 0.00

Total 0.00 0.00 0.00 - 0.00


347.3129.20 0.00 0.00 0.00 4.50 0.00

Total 0.00 0.00 0.00 - 0.00


346.3200.20 40.63 6,093.98 4.23 4.33 18.33

Total 40.63 6,093.98 4.23 - 18.33



Total 459.94 68,993.61 47.91 - 199.30

Basin 3301TAZ # Population ADF (gpd) ADF (gpm) Peak Factor PHF Notes341.2 690.00 103,503.91 71.88 3.90 280.19360.2 150.00 22,500.85 15.63 4.19 65.49351.2 578.91 86,839.22 60.31 3.94 237.64361.2 15.63 2,343.84 1.63 4.39 7.15362.2 504.38 75,659.11 52.54 3.97 208.71

344.3301.20 196.56 29,485.49 20.48 4.15 84.99

Total 2,135.47 320,332.42 222.45 - 884.17



344.3302.20 196.56 29,485.49 20.48 4.15 84.99345.2 426.56 63,986.79 44.44 4.01 178.13348.2 1,372.25 205,845.28 142.95 3.71 529.93

346.3302.20 50.00 7,500.28 5.21 4.31 22.47

Total 2,045.38 306,817.85 213.07 - 815.53

Total 20 Yr 4,681 702,238 488 - 1,917

APPENDIX F INFOWATER HYDRAULIC MODEL INPUT DATA



APPENDIX F – WATER PRODUCTION FACILITES AND MODEL CONFIGURATIONS



Ridgewood WPF

To Distribution System

Exit‐29 WPF


Fancy Bluff WPF


Golden Isles II WPF


Golden Isles I WPF


Brunswick Villa WPF


I‐95 WPF

To Distribution

System

FLETC‐Glynco WPF


Goodyear WPF


Howard Coffin Park WPF


APPENDIX F – PRIMARY MODEL ELEMENTS AND HYDRAULIC INFORMATION (PUMP & TANKS)



City of Brunswick ‐ JWSC Elevated water Storage Tank InformationPrepared for Water System Hydraulic Model

Facility Name: Cate Road EST

BG‐JWSC ID: NM103EST

ATM Model ID: CR‐EST

Controlled Pump Station: Golden Isles II PS

Maximum Level 27.5

Tank Bottom Elevation 125.0

ft

ftMinimum Level 0.0 ft

Lead Pump ON 25.0

Lead Pump OFF 27.0

ft /

ft /

psi53.4

psi54.3

Benchmark Elevation 29.96

Transducer Elevation ft

ft

System/Pipe Elevation 27.00 ft

Overflow Elevation 152.5ft /

Initial Level 25.6 ft / psi53.5

psi54.3

ft / 53 psi

ft / 54.3 psi

Lag Pump ON 24.0

Lag Pump OFF 27.0


Facility Name: First Street EST

BG‐JWSC ID: 12EST

ATM Model ID: 1ST‐EST

Controlled Pump Station: Goodyear & Brunswick Villa PSs

Maximum Level 25.3


ft


Lead Pump ON 10.6

Lead Pump OFF 24.0

ft /

ft /

psi52.5

psi58.3


Transducer Elevation 20.76 ft

ft




psi58.9

ft / 49.9 psi

ft / 51.3 psi

Lag Pump ON 4.6

Lag Pump OFF 7.8


Facility Name: FLETC EST

BG‐JWSC ID: 108EST

ATM Model ID: FLETC‐EST

Controlled Pump Station: FLETC PS

Maximum Level 22.1


ft


Lead Pump ON 7.6

Lead Pump OFF 21.0

ft /

ft /

psi52.3

psi58.1



ft




psi58.6

ft / 51.5 psi

ft / 55.4 psi

Lag Pump ON 5.7

Lag Pump OFF 14.7


Facility Name: Glenn Place Mall EST

BG‐JWSC ID: 13EST

ATM Model ID: GPM‐EST

Controlled Pump Station: None

Maximum Level 16.7


ft


Lead Pump ON

Lead Pump OFF

ft /

ft /

psi

psi



ft



Initial Level 15 ft / psi55.6

psi56.3

ft / psi

ft / psi

Lag Pump ON

Lag Pump OFF


Facility Name: I‐95 EST

BG‐JWSC ID: 114EST

ATM Model ID: I95‐EST

Controlled Pump Station: I‐95 PS

Maximum Level 24.0


ft


Lead Pump ON 18.9

Lead Pump OFF 24.0

ft /

ft /

psi53.3

psi55.5



ft




psi55.5

ft / 53 psi

ft / 53.5 psi

Lag Pump ON 18.2

Lag Pump OFF 19.4


Facility Name: Perry Park EST

BG‐JWSC ID: 15GST

ATM Model ID: PP‐EST

Controlled Pump Station: None

Maximum Level 21.5


ft


Lead Pump ON

Lead Pump OFF

ft /

ft /

psi

psi



ft




psi58.1

ft / psi

ft / psi

Lag Pump ON

Lag Pump OFF


Facility Name: Prince Street EST

BG‐JWSC ID: 11EST

ATM Model ID: PS‐EST

Controlled Pump Station: Howard Coffin PS

Maximum Level 24.7


ft


Lead Pump ON 7.6

Lead Pump OFF 18.5

ft /

ft /

psi51.8

psi56.5



ft




psi59.2

ft / 50 psi

ft / 50.8 psi

Lag Pump ON 3.4

Lag Pump OFF 5.3

kmoore

Text Box

Howard Coffin HSP 2

kmoore

Text Box

Howard Coffin HSP 3 -OLD Before Trim - BAD - DO NOT USE

kmoore

Text Box

Goodyear HSP1

kmoore

Text Box

Goodyear HSP 2

kmoore

Text Box

Brunswick Villa HSP 1

kmoore

Text Box

Brunswick Villa HSP 2

kmoore

Text Box

FLETC - Glynco

kmoore

Text Box

Golden Isles II HSP 1 & 2

kmoore

Text Box

Canal Rd Well Pump

kmoore

Text Box

Fancy Bluff

APPENDIX F – SCADA SYSTEMS, FACILITY & TRENDS AND SCREENSHOTS



Water Model Calibration Scenarios: Scenario 1: (July 8th and 9th SCADA records)

• Both Northernmost and Southernmost 12” valves on North-South running line at intersection of Community Road @ Habersham closed;

• 8” valve on 8” line running westward from MLK 12” line closed; • 12” valve on Newcastle 12” line running North-South partially closed (80%- 90%)

Scenario 2: (July 20th – July 28th)

• Both Northernmost and Southernmost 12” valves on North-South running line at intersection of Community Road @ Habersham open;

• 8” valve on 8” line running westward from MLK 12” line closed; • 12” valve on Newcastle 12” line running North-South partially closed (80%- 90%)

Scenario 3: (July 30th – August 7th)

• Northernmost 12” valve closed and Southernmost 12” valve open on North-South running line at intersection of Community Road @ Habersham;

• 8” valve on 8” line running westward from MLK 12” line open; • 12” valve on Newcastle 12” line running North-South fully open.

Scenario 4: (August 11th – August 12th)

• Both 12” valves @ intersection of Community Road and Habersham open; • 16” valve on north side of Jessup Road PRV closed; • 8” valve on MLK and 12” valve on Newcastle open as in Scenario 3.

0.0

1.0

2.0

3.0

4.0

5.0

6.0

7.0

8.0

9.0

10.0

11.0

12.0

13.0

0:00

0:30

1:00

1:30

2:00

2:30

3:00

3:30

4:00

4:30

5:00

5:30

6:00

6:30

7:00

7:30

8:00

8:30

9:00

9:30

10:00

10:30

11:00

11:30

12:00

12:30

13:00

13:30

14:00

14:30

15:00

15:30

16:00

16:30

17:00

17:30

18:00

18:30

19:00

19:30

20:00

20:30

21:00

21:30

22:00

22:30

23:00

23:30

0:00

Recorded Ground Storage Tank Level Trends for City of BrunswickJuly 9, 2009

Brunswick Villa GST FLETC GST Goodyear GST Howard Coffin GST I‐95 GST

APPENDIX F – WATER SYSTEM HYDRAULIC MODEL PRESSURE CONTOURS



HIGHWAY 99

NEW JESUP HW

Y

ALTA

MA

AV

HIGHWAY 17

INTE

RST

ATE

95

DAR

IEN

HW

Y

CAT

E R

DGREEN SWAMP RD

PENNICK RD

GLYNCO PKWY

HONEYGAL RD

HARRY DRIGGERS BLVD

HABER

SHAM

ST

CRISPEN BLVD

VOG

EL R

D

WH

ITLOC

K ST

BLYT

HE IS

LAND

HW

Y

OLD

JESUP R

D

MEMORIAL D

RPE

TER

SV

ILLE

RD

CHAPEL CROSSING RD

KNIGHT RD

OAK GROVE RD

WILLOW

RD

CAR

TER

ET R

D

CAN

AL RD

LEGIS

LATI

VE D

R

ARTESIA AV

OLD CYPRESS MILL RD

SIDNEY LANIER DR

PARKER RD

YACHT RD

GLYNDALE DR

TARA LN

NINTH ST

BUTLER DR

CYPRESS MILL RD

FOURTH ST

JESSICA LN

ALTAMA CONN

NEW

STE

RLIN

G R

D

DEE

S D

R

TOUCHSTONE PKWY

JETPORT RD

CATE ST

FAIRWAY RD

JOYCE DR

WAG

ES R

DGOLDEN ISLES PKW

Y

JULIETTE CIR

MCKENZIE DR

GO

LDEN ISLES PKWY

FLETC AV

PALM DR

PICRIC ST

FREE

DO

M T

R

GLYNDALE

CIR SC

RANT

ON

RD

OLD CATE RD

E ST

PEEK

RD

LAUREN LN

LILLIE W

AY

FRA

ZIER R

D

COMMUNITY RD

YAR

NEL

L D

R

SHORE DR

INDIGO DR

LAKE

DR

BAYSWATER RD

SHANGRI LA AV

SPRUCE RD

SCR

ANTO

N C

ON

N

BRIA

N D

R

SHADY LANE DR

HO

RN

ET D

R

GOODBREA

D RD

KEY DR

KIN

G C

OTT

ON

RD

RO

SE DR

CEDAR ST

EAGLE C

REST D

R

LYN

CH

RD BISHOP ST

SHELL DR

CH

RIS R

D

SHEPARD DR

CH

ARIN

G C

RO

SS

WINNIE TR

HU

NTER

S DR

TERRAPIN TR

BURGESS CIR

BUNKER LN

GLO

VER

DR

ROSWELL DR

CARY ST

RO

ADW

AY STR

OS

S R

D

ABBOTT AV

TEA

K TR

RIVERWOOD RD

DIX

IE B

LVD

APACHE RD

CONNOLE ST

FRA

SER

ST

GR

EENC

OVE D

R

JILL TRC

FANTAIL CT

SAWTELL PL

DEMERY DR

B AND F RD

BRIGHTO

N CIR

OAK S

TBA

ILEY

RD

LAMB RD

TIM

BER

RID

GE

DR

COMMERCIAL DRANNA W

AY

KAREN ST

ELDER ST

GLASS CIR

PIN

E C

IR

LYNN ST

LUCAS RDPR

IOR

AV

SHE

RY

L C

T

WAL

LAC

E R

D

CINDY TR

NEW

JESUP H

WY

HIGHW

AY 99

INTE

RSTATE

95

DAR

IEN

HW

Y

CANAL R

D

HIGHW

AY 1

7

OLD JESUP RD

56.2

7

56.9

6

57.6

6

58.3

5

53.49

59.0

5

54.18

52.1059.74

52.7

9

60.44

51.40

54.88

50.70

50.01

49.3

1

55.57

48.62

47.92

54.1

8

55.57

52.10

51.40

54.1

8

50.70

55.57

47.92

49.3

1

50.70

56.2

756

.96

54.18

54.88

54.18

59.74

50.01

54.88

52.79

56.27

53.49

54.18

55.5

7

56.27

57.6

651

.40

55.5

7

North Mainland Hydraulic Water Model ResultsMinimum System Pressure Contours for2009 Average Day Demand Scenario

0 4,000 8,0002,000

Scale in Feet

HIGHWAY 99

NEW JESUP HW

Y

ALTA

MA

AV

HIGHWAY 17

INTE

RST

ATE

95

DAR

IEN

HW

Y

CAT

E R

DGREEN SWAMP RD

PENNICK RD

GLYNCO PKWY

HONEYGAL RD

HARRY DRIGGERS BLVD

HABER

SHAM

ST

CRISPEN BLVD

VOG

EL R

D

WH

ITLOC

K ST

BLYT

HE IS

LAND

HW

Y

OLD

JESUP R

D

MEMORIAL D

RPE

TER

SV

ILLE

RD

CHAPEL CROSSING RD

KNIGHT RD

OAK GROVE RD

WILLOW

RD

CAR

TER

ET R

D

CAN

AL RD

LEGIS

LATI

VE D

R

ARTESIA AV

OLD CYPRESS MILL RD

SIDNEY LANIER DR

PARKER RD

YACHT RD

GLYNDALE DR

TARA LN

NINTH ST

BUTLER DR

CYPRESS MILL RD

FOURTH ST

JESSICA LN

ALTAMA CONN

NEW

STE

RLIN

G R

D

DEE

S D

R

TOUCHSTONE PKWY

JETPORT RD

CATE ST

FAIRWAY RD

JOYCE DR

WAG

ES R

DGOLDEN ISLES PKW

Y

JULIETTE CIR

MCKENZIE DR

GO

LDEN ISLES PKWY

FLETC AV

PALM DR

PICRIC ST

FREE

DO

M T

R

GLYNDALE

CIR SC

RANT

ON

RD

OLD CATE RD

E ST

PEEK

RD

LAUREN LN

LILLIE W

AY

FRA

ZIER R

D

COMMUNITY RD

YAR

NEL

L D

R

SHORE DR

INDIGO DR

LAKE

DR

BAYSWATER RD

SHANGRI LA AV

SPRUCE RD

SCR

ANTO

N C

ON

N

BRIA

N D

R

SHADY LANE DR

HO

RN

ET D

R

GOODBREA

D RD

KEY DR

KIN

G C

OTT

ON

RD

RO

SE DR

CEDAR ST

EAGLE C

REST D

R

LYN

CH

RD BISHOP ST

SHELL DR

CH

RIS R

D

SHEPARD DR

CH

ARIN

G C

RO

SS

WINNIE TR

HU

NTER

S DR

TERRAPIN TR

BURGESS CIR

BUNKER LN

GLO

VER

DR

ROSWELL DR

CARY ST

RO

ADW

AY STR

OS

S R

D

ABBOTT AV

TEA

K TR

RIVERWOOD RD

DIX

IE B

LVD

APACHE RD

CONNOLE ST

FRA

SER

ST

GR

EENC

OVE D

R

JILL TRC

FANTAIL CT

SAWTELL PL

DEMERY DR

B AND F RD

BRIGHTO

N CIR

OAK S

TBA

ILEY

RD

LAMB RD

TIM

BER

RID

GE

DR

COMMERCIAL DRANNA W

AY

KAREN ST

ELDER ST

GLASS CIR

PIN

E C

IR

LYNN ST

LUCAS RDPR

IOR

AV

SHE

RY

L C

T

WAL

LAC

E R

D

CINDY TR

NEW

JESUP H

WY

HIGHW

AY 99

INTE

RSTATE

95

DAR

IEN

HW

Y

CANAL R

D

HIGHW

AY 1

7

OLD JESUP RD

62.51

61.87

61.23

60.59

59.95 59.32

58.6856.76

57.40

58.0

4

56.12

55.48

63.15

54.8

4

63.79

64.4

3

65.0

7

54.21

52.93

53.57

56.76

63.79

58.0

4

63.15

63.79

61.87

58.68

62.51

53.57

56.1

2

63.79

54.21

57.4

063.15

57.40

63.7

9

63.15

55.48

64.43

60.59

63.15

58.04

63.79

54.8

4

61.23

63.15

65.07

0 4,000 8,0002,000

Scale in Feet

North Mainland Hydraulic Water Model ResultsMaximum System Pressure Contours for2009 Average Day Demand Scenario

HIGHWAY 99

NEW JESUP HW

Y

ALTA

MA

AV

HIGHWAY 17

INTE

RST

ATE

95

DAR

IEN

HW

Y

CAT

E R

DGREEN SWAMP RD

PENNICK RD

GLYNCO PKWY

HONEYGAL RD

HARRY DRIGGERS BLVD

HABER

SHAM

ST

CRISPEN BLVD

VOG

EL R

D

WH

ITLOC

K ST

BLYT

HE IS

LAND

HW

Y

OLD

JESUP R

D

MEMORIAL D

RPE

TER

SV

ILLE

RD

CHAPEL CROSSING RD

KNIGHT RD

OAK GROVE RD

WILLOW

RD

CAR

TER

ET R

D

CAN

AL RD

LEGIS

LATI

VE D

R

ARTESIA AV

OLD CYPRESS MILL RD

SIDNEY LANIER DR

PARKER RD

YACHT RD

GLYNDALE DR

TARA LN

NINTH ST

BUTLER DR

CYPRESS MILL RD

FOURTH ST

JESSICA LN

ALTAMA CONN

NEW

STE

RLIN

G R

D

DEE

S D

R

TOUCHSTONE PKWY

JETPORT RD

CATE ST

FAIRWAY RD

JOYCE DR

WAG

ES R

DGOLDEN ISLES PKW

Y

JULIETTE CIR

MCKENZIE DR

GO

LDEN ISLES PKWY

FLETC AV

PALM DR

PICRIC ST

FREE

DO

M T

R

GLYNDALE

CIR SC

RANT

ON

RD

OLD CATE RD

E ST

PEEK

RD

LAUREN LN

LILLIE W

AY

FRA

ZIER R

D

COMMUNITY RD

YAR

NEL

L D

R

SHORE DR

INDIGO DR

LAKE

DR

BAYSWATER RD

SHANGRI LA AV

SPRUCE RD

SCR

ANTO

N C

ON

N

BRIA

N D

R

SHADY LANE DR

HO

RN

ET D

R

GOODBREA

D RD

KEY DR

KIN

G C

OTT

ON

RD

RO

SE DR

CEDAR ST

EAGLE C

REST D

R

LYN

CH

RD BISHOP ST

SHELL DR

CH

RIS R

D

SHEPARD DR

CH

ARIN

G C

RO

SS

WINNIE TR

HU

NTER

S DR

TERRAPIN TR

BURGESS CIR

BUNKER LN

GLO

VER

DR

ROSWELL DR

CARY ST

RO

ADW

AY STR

OS

S R

D

ABBOTT AV

TEA

K TR

RIVERWOOD RD

DIX

IE B

LVD

APACHE RD

CONNOLE ST

FRA

SER

ST

GR

EENC

OVE D

R

JILL TRC

FANTAIL CT

SAWTELL PL

DEMERY DR

B AND F RD

BRIGHTO

N CIR

OAK S

TBA

ILEY

RD

LAMB RD

TIM

BER

RID

GE

DR

COMMERCIAL DRANNA W

AY

KAREN ST

ELDER ST

GLASS CIR

PIN

E C

IR

LYNN ST

LUCAS RDPR

IOR

AV

SHE

RY

L C

T

WAL

LAC

E R

D

CINDY TR

NEW

JESUP H

WY

HIGHW

AY 99

INTE

RSTATE

95

DAR

IEN

HW

Y

CANAL R

D

HIGHW

AY 1

7

OLD JESUP RD

59.4

0

60.0

2

60.6

3

57.5

5

56.9

4

56.32

55.71

55.0

9

61.25

54.48

58.17

61.86

53.86

53.24

52.6

3

52.0

1

51.40

58.79

50.78

51.40

55.09

61.2

5

53.24

58.79

52.63

55.09

58.17

60.6

3

59.4

0

54.4

8

60.02

57.55

61.2

5

52.01

58.1

7

57.55

59.40

54.48

58.17

55.71

59.40

53.86

60.0

2

54.48

58.7

9

0 4,000 8,0002,000

Scale in Feet

North Mainland Hydraulic Water Model ResultsAverage System Pressure Contours for2009 Average Day Demand Scenario

ELLIS ST

I ST

ALTA

MA

AV

NEW JESUP HW

Y

DAR

IEN

HW

Y

L ST

CAT

E R

D

G ST

F ST

GLYNCO PKWY

LEE ST

BAY ST

M ST

R ST

INTE

RST

ATE

95

Q ST

T ST

HABER

SHAM

ST

F J TORRAS CSWYO STNEW

CASTLE ST

HIG

HW

AY 1

7

GLY

NN

AV

RO

SS

RD

GR

ANT ST

CRISPEN BLVD

VOG

EL R

D

H ST

WH

ITLOC

K ST

ALBANY ST

FOURTH ST

AND

REW

S ISLAND

BLYT

HE IS

LAND

HW

Y

P ST

RIVERSIDE DR

LONDON ST

MEMORIAL D

R

FIRST ST

S ST

SCM RD

CHAPEL CROSSING RD

TILLMAN

AV

KNIGHT RD

GOLDEN ISLES PKWY

K ST

WILLOW

RD

HAR

RY D

RIG

GER

S BLVD

PARKWOOD DR

N ST

WO

LFE ST

SECOND ST

CAR

TER

ET R

D

CAN

AL RD

LEGIS

LATI

VE D

R

SEVENTH ST

ARTESIA AV

OLD CYPRESS MILL RD

FOURTH AV

SIDNEY LANIER DR

YACHT RD

CH

ANS

LOR

RD

GLYNDALE DR

BUTLER DR

HO

ME

R W

ILS

ON

WAY

FRAN

KLIN AV

JESSICA LN

ALTAMA CONN

FIFTH ST

DEE

S D

R

TOUCHSTONE PKWY

FAIRWAY RD

KAISER AV

PALMETTO

AV

JOYCE DR

OLD JESUP RD

TOWNSEND ST

WAG

ES R

D

SMITH RD

OSPREY PL

FLETC AV

PALM DRSH

IPYA

RD

DR

PICRIC ST

DO

LPHIN

ST

GLYNDALE

CIR SC

RANT

ON

RD

OLD

CAT

E R

D

WILDWOOD DR

E ST

PEEK

RD

LAUREN LN

FRA

ZIER R

D

SIXTH ST

COMMUNITY RD

YAR

NEL

L D

R

SHORE DR

PENNIMAN CIR

INDIGO DR

LAKE

DR

BAYSWATER RD

SHANGRI LA AV

SPRUCE RD

SCR

ANTO

N C

ON

N HO

RN

ET D

R

GOODBREA

D RD

KEY DR

KIN

G C

OTT

ON

RD

RO

SE DR

LYN

CH

RD

FOX TROT

BISHOP ST

HELMICH DR

SHELL DR

SHEPARD DR

CH

ARIN

G C

RO

SS

WINNIE TR

HU

NTER

S DR

BURGESS CIR

BUNKER LN

REDWOOD ST

MA

CO

N AV

GLO

VER

DR

CARY ST

RO

ADW

AY ST

WINTON DR

THIRD ST

RIVERWOOD RD

DIX

IE B

LVD

PARK

AV

J ST

CONNOLE ST

FRA

SER

ST

JILL TRC

WAR

DE

ST

SAWTELL PL

B AND F RD

BRIGHTO

N CIR

OAK S

T

TUPELO CIR

LAMB RD

TIM

BER

RID

GE

DR

COMMERCIAL DRANNA W

AY

KAREN ST

ELDER ST

GLASS CIR

PIN

E C

IR

LYNN ST

PRIO

R AV

SHE

RY

L C

T

WAL

LAC

E R

D

K ST

T ST LEE ST

F J TORRAS CSWY

HIG

HW

AY 1

7

HIGHWAY 17

CANAL R

D

J ST

F ST

DAR

IEN

HW

Y

HIGHWAY 17

K ST

HIGHW

AY 1

7

N ST

INTE

RST

ATE

95

59.12

59.9260.73

63.13

56.72

63.93

55.92

61.5

3

64.73

65.53

66.34

67.14

67.94

68.74

58.3

2

62.3

3

57.52

69.54

71.14

55.1

2

70.34

55.12

61.53

59.9

2

56.72

62.33

57.52

57.52

58.32

57.5

2

58.32

57.52

57.5

2

60.7

3

57.5

2

59.12

57.52

59.9

2

69.54

0 4,000 8,0002,000

Scale in Feet

City of Brunswick Hydraulic Water Model ResultsMaximum System Pressure Contours for2009 Average Day Demand Scenario

ELLIS ST

I ST

ALTA

MA

AV

NEW JESUP HW

Y

DAR

IEN

HW

Y

L ST

CAT

E R

D

G ST

F ST

GLYNCO PKWY

LEE ST

BAY ST

M ST

R ST

INTE

RST

ATE

95

Q ST

T ST

HABER

SHAM

ST


CASTLE ST

HIG

HW

AY 1

7

GLY

NN

AV

RO

SS

RD

GR

ANT ST

CRISPEN BLVD

VOG

EL R

D

H ST

WH

ITLOC

K ST

ALBANY ST

FOURTH ST

AND

REW

S ISLAND

BLYT

HE IS

LAND

HW

Y

P ST

RIVERSIDE DR

LONDON ST

MEMORIAL D

R

FIRST ST

S ST

SCM RD

CHAPEL CROSSING RD

TILLMAN

AV

KNIGHT RD

GOLDEN ISLES PKWY

K ST

WILLOW

RD

HAR

RY D

RIG

GER

S BLVD

PARKWOOD DR

N ST

WO

LFE ST

SECOND ST

CAR

TER

ET R

D

CAN

AL RD

LEGIS

LATI

VE D

R

SEVENTH ST

ARTESIA AV

OLD CYPRESS MILL RD

FOURTH AV

SIDNEY LANIER DR

YACHT RD

CH

ANS

LOR

RD

GLYNDALE DR

BUTLER DR

HO

ME

R W

ILS

ON

WAY

FRAN

KLIN AV

JESSICA LN

ALTAMA CONN

FIFTH ST

DEE

S D

R

TOUCHSTONE PKWY

FAIRWAY RD

KAISER AV

PALMETTO

AV

JOYCE DR

OLD JESUP RD

TOWNSEND ST

WAG

ES R

D

SMITH RD

OSPREY PL

FLETC AV

PALM DRSH

IPYA

RD

DR

PICRIC ST

DO

LPHIN

ST

GLYNDALE

CIR SC

RANT

ON

RD

OLD

CAT

E R

D

WILDWOOD DR

E ST

PEEK

RD

LAUREN LN

FRA

ZIER R

D

SIXTH ST

COMMUNITY RD

YAR

NEL

L D

R

SHORE DR

PENNIMAN CIR

INDIGO DR

LAKE

DR

BAYSWATER RD

SHANGRI LA AV

SPRUCE RD

SCR

ANTO

N C

ON

N HO

RN

ET D

R

GOODBREA

D RD

KEY DR

KIN

G C

OTT

ON

RD

RO

SE DR

LYN

CH

RD

FOX TROT

BISHOP ST

HELMICH DR

SHELL DR

SHEPARD DR

CH

ARIN

G C

RO

SS

WINNIE TR

HU

NTER

S DR

BURGESS CIR

BUNKER LN

REDWOOD ST

MA

CO

N AV

GLO

VER

DR

CARY ST

RO

ADW

AY ST

WINTON DR

THIRD ST

RIVERWOOD RD

DIX

IE B

LVD

PARK

AV

J ST

CONNOLE ST

FRA

SER

ST

JILL TRC

WAR

DE

ST

SAWTELL PL

B AND F RD

BRIGHTO

N CIR

OAK S

T

TUPELO CIR

LAMB RD

TIM

BER

RID

GE

DR

COMMERCIAL DRANNA W

AY

KAREN ST

ELDER ST

GLASS CIR

PIN

E C

IR

LYNN ST

PRIO

R AV

SHE

RY

L C

T

WAL

LAC

E R

D

K ST

T ST LEE ST

F J TORRAS CSWY

HIG

HW

AY 1

7

HIGHWAY 17

CANAL R

D

J ST

F ST

DAR

IEN

HW

Y

HIGHWAY 17

K ST

HIGHW

AY 1

7

N ST

INTE

RST

ATE

95

54.0

5

53.59

54.5

152.21

52.6753.13

55.44

51.7

4

55.90

56.36

56.82

57.28

50.82

57.74

54.97

50.36

58.67

59.13

49.90

51.28

58.20

57.74

51.28

57.28

50.82

51.28

53.13

51.74

55.4

4

52.67

54.9

7

50.82

49.9

0

54.9

7

51.28

54.05

51.28

55.9

0

53.5

9

49.90

50.8

2

51.74

54.97

50.36

52.2

1

50.82

51.74

52.2

1

50.8

2

50.36

53.59

56.36

51.2

8

50.36

56.82

0 4,000 8,0002,000

Scale in Feet

City of Brunswick Hydraulic Water Model ResultsMinimum System Pressure Contours for2009 Average Day Demand Scenario

ELLIS ST

I ST

ALTA

MA

AV

NEW JESUP HW

Y

DAR

IEN

HW

Y

L ST

CAT

E R

D

G ST

F ST

GLYNCO PKWY

LEE ST

BAY ST

M ST

R ST

INTE

RST

ATE

95

Q ST

T ST

HABER

SHAM

ST


CASTLE ST

HIG

HW

AY 1

7

GLY

NN

AV

RO

SS

RD

GR

ANT ST

CRISPEN BLVD

VOG

EL R

D

H ST

WH

ITLOC

K ST

ALBANY ST

FOURTH ST

AND

REW

S ISLAND

BLYT

HE IS

LAND

HW

Y

P ST

RIVERSIDE DR

LONDON ST

MEMORIAL D

R

FIRST ST

S ST

SCM RD

CHAPEL CROSSING RD

TILLMAN

AV

KNIGHT RD

GOLDEN ISLES PKWY

K ST

WILLOW

RD

HAR

RY D

RIG

GER

S BLVD

PARKWOOD DR

N ST

WO

LFE ST

SECOND ST

CAR

TER

ET R

D

CAN

AL RD

LEGIS

LATI

VE D

R

SEVENTH ST

ARTESIA AV

OLD CYPRESS MILL RD

FOURTH AV

SIDNEY LANIER DR

YACHT RD

CH

ANS

LOR

RD

GLYNDALE DR

BUTLER DR

HO

ME

R W

ILS

ON

WAY

FRAN

KLIN AV

JESSICA LN

ALTAMA CONN

FIFTH ST

DEE

S D

R

TOUCHSTONE PKWY

FAIRWAY RD

KAISER AV

PALMETTO

AV

JOYCE DR

OLD JESUP RD

TOWNSEND ST

WAG

ES R

D

SMITH RD

OSPREY PL

FLETC AV

PALM DRSH

IPYA

RD

DR

PICRIC ST

DO

LPHIN

ST

GLYNDALE

CIR SC

RANT

ON

RD

OLD

CAT

E R

D

WILDWOOD DR

E ST

PEEK

RD

LAUREN LN

FRA

ZIER R

D

SIXTH ST

COMMUNITY RD

YAR

NEL

L D

R

SHORE DR

PENNIMAN CIR

INDIGO DR

LAKE

DR

BAYSWATER RD

SHANGRI LA AV

SPRUCE RD

SCR

ANTO

N C

ON

N HO

RN

ET D

R

GOODBREA

D RD

KEY DR

KIN

G C

OTT

ON

RD

RO

SE DR

LYN

CH

RD

FOX TROT

BISHOP ST

HELMICH DR

SHELL DR

SHEPARD DR

CH

ARIN

G C

RO

SS

WINNIE TR

HU

NTER

S DR

BURGESS CIR

BUNKER LN

REDWOOD ST

MA

CO

N AV

GLO

VER

DR

CARY ST

RO

ADW

AY ST

WINTON DR

THIRD ST

RIVERWOOD RD

DIX

IE B

LVD

PARK

AV

J ST

CONNOLE ST

FRA

SER

ST

JILL TRC

WAR

DE

ST

SAWTELL PL

B AND F RD

BRIGHTO

N CIR

OAK S

T

TUPELO CIR

LAMB RD

TIM

BER

RID

GE

DR

COMMERCIAL DRANNA W

AY

KAREN ST

ELDER ST

GLASS CIR

PIN

E C

IR

LYNN ST

PRIO

R AV

SHE

RY

L C

T

WAL

LAC

E R

D

K ST

T ST LEE ST

F J TORRAS CSWY

HIG

HW

AY 1

7

HIGHWAY 17

CANAL R

D

J ST

F ST

DAR

IEN

HW

Y

HIGHWAY 17

K ST

HIGHW

AY 1

7

N ST

INTE

RST

ATE

95

56.71

55.94

57.48

59.80

60.57

53.62

61.35

62.12

62.89

58.2

5

63.67

64.44

65.21

55.1

6

52.8

4

65.99

59.0

3

54.39

52.0

7

67.53

66.76

52.07

52.84

54.39

59.03

57.4

8

55.16

55.16

56.7

1

55.1

6

65.99

53.62

58.25

52.84

54.3

9

55.16

57.48

54.3

9

0 4,000 8,0002,000

Scale in Feet

City of Brunswick Hydraulic Water Model ResultsAverage System Pressure Contours for2009 Average Day Demand Scenario

HIGHWAY 82

BUCK SWAMP RD

HIGHW

AY 1

7

OLD CCC RD

GAL

ILEE

RD

MYE

RS H

ILL

RD

HIGHWAY 99

INTE

RSTA

TE 9

5

BLYTH

E ISLA

ND HW

Y

EMANUEL CHURCH RD

RATCLIF

FE R

D

JOSIE B RD

FIRETOWER RD

OLD BROOKMAN RD

LAKE

S D

R

GEORGETOWN RD

FANCY BLUFF RD

OY

STE

R R

D

ROYAL DR

BAUMGARDNER RD

LIVE OAK LN

STUTTS R

D

ANCHOR DR

FIS

H H

ALL

RD

SALT CREEK WAY

ZELLWOOD DR

REG

AL R

D

GOOD PLACE RD

TISO

N D

R

LAKE ERIE DR

PALISADE DR

DAW

N C

IRHEAD DR

SATI

LLA

DR

MIS

TER

RD

MARTIN PALM

ER DR

DAVIS RD

BATTLE RD

EMAN

UEL

LO

OP

RD

LON

G W

AY

CARLEE LN

STAFF

ORD RD

WETZEL LN

CAINS TRC

TAYLORS DR

FRONTAGE RD

MADEIRA DR

RACHEL WAY

FANCY BLUFF RD

64.41

64.88

63.94

66.76

67.2363.47

67.70

61.1

3

61.6

062

.07

63.0

1

62.5

4

60.6

660

.19

68.17

59.72

68.64 69.1166.29

65.82

65.35

0 4,000 8,0002,000

Scale in Feet

South Mainland Hydraulic Water Model ResultsMaximum System Pressure Contours for2009 Average Day Demand Scenario

HIGHWAY 82

BUCK SWAMP RD

HIGHW

AY 1

7

OLD CCC RD

GAL

ILEE

RD

MYE

RS H

ILL

RD

HIGHWAY 99

INTE

RSTA

TE 9

5

BLYTH

E ISLA

ND HW

Y

EMANUEL CHURCH RD

RATCLIF

FE R

D

JOSIE B RD

FIRETOWER RD

OLD BROOKMAN RD

LAKE

S D

R

GEORGETOWN RD

FANCY BLUFF RD

OY

STE

R R

D

ROYAL DR

BAUMGARDNER RD

LIVE OAK LN

STUTTS R

D

ANCHOR DR

FIS

H H

ALL

RD

SALT CREEK WAY

ZELLWOOD DR

REG

AL R

D

GOOD PLACE RD

TISO

N D

R

LAKE ERIE DR

PALISADE DR

DAW

N C

IRHEAD DR

SATI

LLA

DR

MIS

TER

RD

MARTIN PALM

ER DR

DAVIS RD

BATTLE RD

EMAN

UEL

LO

OP

RD

LON

G W

AY

CARLEE LN

STAFF

ORD RD

WETZEL LN

CAINS TRC

TAYLORS DR

FRONTAGE RD

MADEIRA DR

RACHEL WAY

FANCY BLUFF RD

50.63

51.55 49.70

52.48

46.9

2

47.8

4

48.77

53.41

54.3355.26 56.19

57.11

58.0

4

58.97

59.89

45.9

9

60.82

63.6061.75

62.67

64.53

64.53

0 4,000 8,0002,000

Scale in Feet

South Mainland Hydraulic Water Model ResultsMinimum System Pressure Contours for2009 Average Day Demand Scenario

HIGHWAY 82

BUCK SWAMP RD

HIGHW

AY 1

7

OLD CCC RD

GAL

ILEE

RD

MYE

RS H

ILL

RD

HIGHWAY 99

INTE

RSTA

TE 9

5

BLYTH

E ISLA

ND HW

Y

EMANUEL CHURCH RD

RATCLIF

FE R

D

JOSIE B RD

FIRETOWER RD

OLD BROOKMAN RD

LAKE

S D

R

GEORGETOWN RD

FANCY BLUFF RD

OY

STE

R R

D

ROYAL DR

BAUMGARDNER RD

LIVE OAK LN

STUTTS R

D

ANCHOR DR

FIS

H H

ALL

RD

SALT CREEK WAY

ZELLWOOD DR

REG

AL R

D

GOOD PLACE RD

TISO

N D

R

LAKE ERIE DR

PALISADE DR

DAW

N C

IRHEAD DR

SATI

LLA

DR

MIS

TER

RD

MARTIN PALM

ER DR

DAVIS RD

BATTLE RD

EMAN

UEL

LO

OP

RD

LON

G W

AY

CARLEE LN

STAFF

ORD RD

WETZEL LN

CAINS TRC

TAYLORS DR

FRONTAGE RD

MADEIRA DR

RACHEL WAY

FANCY BLUFF RD

63.10

63.57

64.05

62.63 65.46

65.94

62.1

5

66.41

59.7

9

60.2

660

.74

61.6

8

61.21

59.3

258

.85

66.88

58.3

7

67.3567.83

64.99

64.52

0 4,000 8,0002,000

Scale in Feet

South Mainland Hydraulic Water Model ResultsAverage System Pressure Contours for2009 Average Day Demand Scenario

APPENDIX G INFOSWMM HYDRAULIC MODEL WETWELL CONSTRUCTION DATA



APPENDIX H INFOSWMM HYDRAULIC MODEL PUMP CURVES



FU

SC

AT

1.0

(20

0312

01)

PERFORMANCE CURVEDATE PROJECT

1/1-LOAD 3/4-LOAD 1/2-LOAD

POWER FACTOR

EFFICIENCY

MOTOR DATA

COMMENTS INLET/OUTLET

IMP. THROUGHLET

RATEDPOWER .....

STARTINGCURRENT ...

RATEDCURRENT ...

RATEDSPEED .....

TOT.MOM.OFINERTIA ...

NO. OFBLADES

PRODUCT TYPE

CURVE NO ISSUE

MOTOR # STATOR REV

FREQ. PHASES VOLTAGE POLES

GEARTYPE RATIO

NPSHre = NPSH3% + min. operational margin

Performance with clear water and ambient temp 40 °C

C 3152.181 MT

2006-11-30 FLYGT US Catalog 63-432-00-5330 3IMPELLER DIAMETER

266 mm

25-15-4AA 12Y// 11

60 Hz 3 230 V 4

--- ---

0.8487.0 %

---

0.7987.0 %

---

0.6986.0 %

---

-/ 6 inch

3.9 inchNEMA Code Letter: GInstalls: CP/CS/CT/CZ

20 hp

285 A

51 A

1750 rpm

0.20 kgm2

1

FLOW[USgpm]

HE

AD

[ft]

PO

WE

R

[hp]

EFF.[%]

NPSHre[ft]

0 200 400 600 800 1000 1200 1400 16000

10

20

30

40

50

60

70

80

90

0

10

20

30

40

50

60

70

80

90

0

10

20

30

40

50

60

12

14

16

18

20

22

DUTY-POINT FLOW[USgpm] HEAD[ft] POWER [hp] EFF. [%] NPSHre[ft]1008 50.2 ( 19.8) 56.5 (64.7) 13.5B.E.P.

BE

ST

EF

F. P

OIN

T

O *O

VE

RA

LL E

FF

.

PU

MP

EF

F.

O *S

HA

FT

PO

WE

R

CURVE

lsmith

Text Box

LS3101

FU

SC

AT

1.0

(20

0312

01)



POWER FACTOR

EFFICIENCY

MOTOR DATA


IMP. THROUGHLET

RATEDPOWER .....

STARTINGCURRENT ...

RATEDCURRENT ...

RATEDSPEED .....


NO. OFBLADES

PRODUCT TYPE

CURVE NO ISSUE

MOTOR # STATOR REV


GEARTYPE RATIO



C 3102.181 MT


189 mm

18-11-4AL 1 Y// 11

60 Hz 3 230 V 4

--- ---

0.8185.0 %

---

0.7585.0 %

---

0.6383.5 %

---

-/ 4 inch

3.0 inchNEMA Code Letter: HInstalls: CP/CS

5 hp

83 A

14 A

1745 rpm

0.039 kgm2

1

FLOW[USgpm]

HE

AD

[ft]

PO

WE

R

[hp]

EFF.[%]

NPSHre[ft]

0 100 200 300 400 500 6000

10

20

30

40

50

0

20

40

60

80

100

0

10

20

30

40

50

60

70

2

3

4

5

6

P

PP

OW

ER

LIM

IT


BE

ST

EF

F. P

OIN

T

O *O

VE

RA

LL E

FF

.

PU

MP

EF

F.

O *S

HA

FT

PO

WE

R

CURVE

lsmith

Text Box

LS3103

FU

SC

AT

1.0

(20

0312

01)



POWER FACTOR

EFFICIENCY

MOTOR DATA


IMP. THROUGHLET

RATEDPOWER .....

STARTINGCURRENT ...

RATEDCURRENT ...

RATEDSPEED .....


NO. OFBLADES

PRODUCT TYPE

CURVE NO ISSUE

MOTOR # STATOR REV


GEARTYPE RATIO



C 3127.181 HT


228 mm

21-12-4AL 12Y// 11

60 Hz 3 230 V 4

--- ---

0.8983.5 %

---

0.8785.0 %

---

0.8184.5 %

---

-/ 4 inch

3.0 inchNEMA Code Letter: FInstalls: CP/CS

10 hp

128 A

25 A

1735 rpm

0.12 kgm2

1

FLOW[USgpm]

HE

AD

[ft]

PO

WE

R

[hp]

EFF.[%]

NPSHre[ft]

0 100 200 300 400 500 600 700 8000

10

20

30

40

50

60

70

80

0

10

20

30

40

50

60

70

80

0

10

20

30

40

50

60

70

4

6

8

10

NPSHre=36 ft


BE

ST

EF

F. P

OIN

T

O *O

VE

RA

LL E

FF

.

PU

MP

EF

F.

O *S

HA

FT

PO

WE

R

CURVE

lsmith

Text Box

LS3114

FU

SC

AT

1.0

(20

0312

01)



POWER FACTOR

EFFICIENCY

MOTOR DATA


IMP. THROUGHLET

RATEDPOWER .....

STARTINGCURRENT ...

RATEDCURRENT ...

RATEDSPEED .....


NO. OFBLADES

PRODUCT TYPE

CURVE NO ISSUE

MOTOR # STATOR REV


GEARTYPE RATIO



C 3127.181 HT


228 mm

21-12-4AL 12Y// 11

60 Hz 3 230 V 4

--- ---

0.8983.5 %

---

0.8785.0 %

---

0.8184.5 %

---

-/ 4 inch


10 hp

128 A

25 A

1735 rpm

0.12 kgm2

1

FLOW[USgpm]

HE

AD

[ft]

PO

WE

R

[hp]

EFF.[%]

NPSHre[ft]

0 100 200 300 400 500 600 700 8000

10

20

30

40

50

60

70

80

0

10

20

30

40

50

60

70

80

0

10

20

30

40

50

60

70

4

6

8

10

NPSHre=36 ft


BE

ST

EF

F. P

OIN

T

O *O

VE

RA

LL E

FF

.

PU

MP

EF

F.

O *S

HA

FT

PO

WE

R

CURVE

lsmith

Text Box

LS3121

FU

SC

AT

1.0

(20

0312

01)



POWER FACTOR

EFFICIENCY

MOTOR DATA


IMP. THROUGHLET

RATEDPOWER .....

STARTINGCURRENT ...

RATEDCURRENT ...

RATEDSPEED .....


NO. OFBLADES

PRODUCT TYPE

CURVE NO ISSUE

MOTOR # STATOR REV


GEARTYPE RATIO



C 3152.181 HT


275 mm

25-15-4AA 12Y// 11

60 Hz 3 230 V 4

--- ---

0.8487.0 %

---

0.7987.0 %

---

0.6986.0 %

---

-/ 4 inch


20 hp

285 A

51 A

1750 rpm

0.24 kgm2

1

FLOW[USgpm]

HE

AD

[ft]

PO

WE

R

[hp]

EFF.[%]

NPSHre[ft]

0 200 400 600 800 1000 12000

20

40

60

80

100

120

0

20

40

60

80

100

120

0

10

20

30

40

50

60

70

12

16

20


BE

ST

EF

F. P

OIN

T

O *O

VE

RA

LL E

FF

.

PU

MP

EF

F.

O *S

HA

FT

PO

WE

R

CURVE

lsmith

Text Box

LS3123

lsmith

Text Box

LS3129

Model: NSW Size: 8X8X17LC Group: 60Hz RPM Variable Stages: 1

Job/Inq.No. :Purchaser : UNDEFINEDEnd User : Issued by : Laura SmithItem/Equip.No. : ITEM 001 Quotation No. : LS09-01-20 01 Date : 01/20/2009Service :Order No. :

Operating Conditions Pump Performance @ 1180 RPMLiquid: Water Actual Pump Eff.: 76.0 % Suction Specific Speed:Temp.: 70.0 deg F Actual Pump Power: 60.3 hp Min. Hydraulic Flow: 1,083.3 gpmS.G./Visc.: 1.000/1.000 cp Min. Thermal Flow: N/AFlow: 3,000.0 gpm Rated Total Power: 60.3 hpTDH: 60.0 ft Imp. Dia. First 1 Stg(s): 15.2500 inNPSHa: NPSHr: 18.1 ft Non-Overloading Power: 62.9 hpSolid size: Shut off Head: 100.7 ft% Solids: Vapor Press:Max. Solids Size: 5.0000 in

Notes: 1.The Mechanical seal increased drag effect on power and efficiency is not included, unless the correction is shown in theappropriate field above.2. Magnetic drive eddy current and viscous effect on power and efficiency is not included.3.Elevated temperature effects on performance are not included.4. Non Overloading power does not reflect v-belt/gearlosses.

lsmith

Text Box

LS4002

Model: NSW Size: 10X10X21LC Group: F7-C4 60Hz RPM: 890 Stages: 1

Job/Inq.No. :Purchaser : UNDEFINEDEnd User : Issued by : ANGELA BRYANItem/Equip.No. : ITEM 001 Quotation No. : AB08-08-17 01 Date : 08/22/2008Service :Order No. :

Operating Conditions Pump PerformanceLiquid: Water Actual Pump Eff.: 79.0 % Suction Specific Speed:Temp.: 70.0 deg F Actual Pump Power: 106.3 hp Min. Hydraulic Flow: 1,628.0 gpmS.G./Visc.: 1.000/1.000 cp Total Power Loss: 0.00 hp Min. Thermal Flow: N/AFlow: 5,200.0 gpm Rated Total Power: 106.3 hpTDH: 63.0 ft Imp. Dia. First 1 Stg(s): 20.7500 inNPSHa: NPSHr: 18.2 ft Non-Overloading Power: 111.4 hpSolid size: Shut off Head: 128.5 ft% Solids: Vapor Press:Max. Solids Size: 6.0600 in

Notes: 1.The Mechanical seal increased drag effect on power and efficiency is not included, unless the correction is shown in theappropriate field above.2. Magnetic drive eddy current and viscous effect on power and efficiency is not included.3.Elevated temperature effects on performance are not included.4. Non Overloading power does not reflect v-belt/gearlosses.

lsmith

Text Box

LS4003

Pump Data Sheet - Yeomans Pump, Aurora, IL

Company: ATMName: Angela BryanDate: 8/14/2008

Customer:Project:Location:Quote #:Item ID / Tag #:Qty. of Pumps:

Pump:Model: 14206Type: 9100 Speed: 875 rpmSynch speed: 900 rpm Dia: 19.625 inCurve ID No.: 40206 Impeller ID No.: Y-4689Specific Speeds: Ns: ---

Nss: ---Dimensions: Suction: ---

Discharge: 14 in

Pump Limits:Temperature: 104 °F Power: 125 hpPressure: 150 psi g Eye area: ---Sphere size: 6 in

Search Criteria:Flow: 5900 US gpm Head: 57 ft

Fluid:Water Temperature: 60 °FSG: 1 Vapor pressure: 0.2563 psi aViscosity: 1.105 cP Atm pressure: 14.7 psi aNPSHa: ---

Motor:Size: 125 hpSpeed: 900Frame: 360

Standard: YCCEnclosure: TENV

Sizing criteria: Max Power on Design Curve

Selected from catalog: YP_9100.60 Vers: 1

---- Data Point ----Flow: 5900 US gpmHead: 57.1 ftEff: 82.1%Power: 104 hpNPSHr: ---

---- Design Curve ----Shutoff head: 94.3 ftShutoff dP: 40.8 psiMin flow: ---BEP: 82.9% @ 6381 US gpmNOL power:

108 hp @ 8148 US gpm

-- Max Curve --Max power:

116 hp @ 7500 US gpm

Default motor size is based upon max. power on the design curve plus a margin factor to allow for impeller trim variancesthat may occur to meet H.I. TDH requirements. Efficiencies and data are typical. Please contact the factory for guaranteed

values. FOR TEMP. ABOVE 104 DEG. F (40 DEG C) REFER TO FACTORY FOR ASSISTANCE.

US gpm

NPS

Hr -

ft

10000900080007000600050004000300020000 1000

0.5

1

1.5

Hea

d - f

t

100009000800010 7000

20

30

6000

40

5000

50

4000

60

70

3000

80

2000

90

1000

100

82.9

19.625 in

20 in

18 in

75 hp100 hp

60

60

65

65

70

70

70

70

75

75

75

75

78

7878

78

81

81

82

82

83

83

Performance Evaluation:Flow Speed Head Efficiency Power NPSHrUS gpm rpm ft % hp ft7080 875 48.9 81.9 107 ---5900 875 57.1 82.1 104 ---4720 875 63.6 77.5 97.8 ---3540 875 68.2 68.3 89.1 ---2360 875 74.9 51.1 85.5 ---

lsmith

Text Box

WPCP

lsmith

Text Box

LS4005

FU

SC

AT

1.0

(20

0312

01)



POWER FACTOR

EFFICIENCY

MOTOR DATA


IMP. THROUGHLET

RATEDPOWER .....

STARTINGCURRENT ...

RATEDCURRENT ...

RATEDSPEED .....


NO. OFBLADES

PRODUCT TYPE

CURVE NO ISSUE

MOTOR # STATOR REV


GEARTYPE RATIO



C 3201.180 MT


304 mm

27-26-6AA 37Y// 12

60 Hz 3 230 V 6

--- ---

0.8786.5 %

---

0.8387.0 %

---

0.7585.5 %

---

-/ 8 inch


35 hp

495 A

87 A

1160 rpm

0.46 kgm2

2

FLOW[USgpm]

HE

AD

[ft]

PO

WE

R

[hp]

EFF.[%]

NPSHre[ft]

0 500 1000 1500 2000 2500 30000

10

20

30

40

50

60

0

10

20

30

40

50

60

0

10

20

30

40

50

60

70

15

20

25


BE

ST

EF

F. P

OIN

T

O *O

VE

RA

LL E

FF

.

PU

MP

EF

F.

O *S

HA

FT

PO

WE

R

CURVE

lsmith

Text Box

LS4006

lsmith

Text Box

LS4017

SECTION PAGE DATE

364A

USA: (937) 778-8947 • Canada: (905) 457-6223 • International: (937) 615-3598A Crane Co. Company

Self-Priming Solids Handling Pumps

www.cranepumps.com

MAXIMUM DRY PRIMING LIFT

PUMP SPEED850 RPM

1150 RPM1450 RPM1750 RPM

2 Min2 Ft.4 Ft.

23 Ft.25 Ft.

4 Min5 Ft.

11 Ft.25 Ft.25 Ft.

6 Min8 Ft.

16 Ft.25 Ft.25 Ft.

8 Min11 Ft.18 Ft.25 Ft.25 Ft.

10 Min15 Ft.19 Ft.25 Ft.25 Ft.

When pump is operating, the SUCTION LIFT is limited by the available NPSH which is the corrected atmospheric pressure minus the dynamic suction lift, vapor pressure loss and 2 foot safety factor. This net available NPSH must exceed the required NPSH of the pump or a reduction of capacity, loss of effi ciency, noise, vibration and cavitation will result. Calculate the dynamic suction lift from the low liquid level to the centerline of the impeller. When pump is priming, it is limited by the dry PRIMING LIFT which is the vertical distance from the high liquid level to the centerline of the impeller.

DO NOT Operate in "DASHED" Area of HQ Curve. Testing is performed with water, specifi c gravity 1.0 @ 68º F @ (20ºC), other fluids may vary performance

Model: P06LC-14XPerformance CurveVarious RPM

4/05

lsmith

Text Box

LS4021

FU

SC

AT

1.0

(20

0312

01)



POWER FACTOR

EFFICIENCY

MOTOR DATA


IMP. THROUGHLET

RATEDPOWER .....

STARTINGCURRENT ...

RATEDCURRENT ...

RATEDSPEED .....


NO. OFBLADES

PRODUCT TYPE

CURVE NO ISSUE

MOTOR # STATOR REV


GEARTYPE RATIO



C 3201.180 MT


323 mm

27-26-6AA 37YSER 12

60 Hz 3 460 V 6

--- ---

0.8786.5 %

---

0.8387.0 %

---

0.7585.5 %

---

-/ 8 inch


35 hp

249 A

44 A

1160 rpm

0.53 kgm2

2

FLOW[USgpm]

HE

AD

[ft]

PO

WE

R

[hp]

EFF.[%]

NPSHre[ft]

0 500 1000 1500 2000 2500 30000

10

20

30

40

50

60

70

0

10

20

30

40

50

60

70

0

10

20

30

40

50

60

70

80

15

20

25

30


BE

ST

EF

F. P

OIN

T

O *O

VE

RA

LL E

FF

.

PU

MP

EF

F.

O *S

HA

FT

PO

WE

R

CURVE

lsmith

Text Box

LS4028

Pump Data Sheet Fairbanks Morse Pump, 60 Hz

Company: Applied Technology & Management, Inc.Name: Angela BryanDate: 8/21/2008

BrunswickGlynn County Joint Water & Sewer Commission

System Modeling ProjectLift Station 4035Pump SN...K3A1081844

Pump:Size: 8"5414L (D)Type: 5400NONCLOG Speed: 880 rpmSynch speed: 900 rpm Dia: 14.6875 inCurve: 140808D Impeller: T8D1DSpecific Speeds: Ns: 2304

Nss: 6998Dimensions: Suction: 10 in

Discharge: 8 in

Pump Limits:Temperature: 150 °F Power: Pressure: 75 psi g Eye area: Sphere size: 4 in


Fluid:Water Temperature: 60 °FDensity: 62.25 lb/ft³ Vapor pressure: 0.2563 psi aViscosity: 1.105 cP Atm pressure: 14.7 psi aNPSHa:

Motor:Size: 25 hpSpeed: 900Frame: 326T

Standard: NEMAEnclosure: TEFC


H2Optimize FairbanksMorse 9 Selected from catalog: Fairbanks Morse Centrifugal.60 Vers: 3

Data Point Flow: 2100 US gpmHead: 30.4 ftEff: 76%Power: 20.9 hpNPSHr: 10.7 ft

Design Curve Shutoff head: 58.1 ftShutoff dP: 25.1 psiMin flow: 700 US gpmBEP: 78% @ 1809 US gpmNOL power:

21 hp @ 2290 US gpm

Max Curve Max power:

29.1 hp @ 2824 US gpm

Curve efficiencies are typical. For guaranteed values, contact Fairbanks Morse or your local distributor. Laseficiencias en curvas son típicas. Para valores garantizados contacte a Fairbanks Morse o a su distribuidor local.

US gpm

Pow

er

hp

25002000150010005000

25

NPS

Hr

ft

25002000150010005000

10

Hea

d f

t

250020001500

20

30

1000

40

50

500

60

70

77.5

14.6875 in

16 in

13 in

60

60

65

65

70

70 70

70

75

75

78

78

Performance Evaluation:Flow Speed Head Efficiency Power NPSHrUS gpm rpm ft % hp ft2520 880 2100 880 30.4 76 20.9 10.71680 880 37.1 77 20.4 9.081260 880 43.1 73 18.8 8.32840 880 48.3 63 16.2 8.2

Owner

Text Box

Curve Prepared by Reggie Light SYKES Industrial Ph...404-781-6700 [email protected]

lsmith

Text Box

LS4035



BrunswickGlynn County Joint Water & Sewer CommissionSewer System Modeling ProjectLift Station 4036Pump SN...K3A1081842

Pump:Size: 6"5413Type: 5400NONCLOG Speed: 1175 rpmSynch speed: 1200 rpm Dia: 11.3125 inCurve: 130606C Impeller: T6C1CSpecific Speeds: Ns: 2605


Discharge: 6 in









Design Curve Shutoff head: 60.1 ftShutoff dP: 26 psiMin flow: 350 US gpmBEP: 81% @ 1295 US gpmNOL power:

16.8 hp @ 2064 US gpm


21.4 hp @ 2271 US gpm


US gpm

Pow

er

hp

2250200017501500125010007505000 250

10

20

NPS

Hr

ft

2250200017501500125010007505000 250

10

20

Hea

d f

t

225020001750150010 1250

20

1000

30

750

40

500

50

60

250

70

81

11.3125 in

12 in

9 in

50

50

60

60

65

6565

65

70

70

74

74

77

77

79

79

81

81

Performance Evaluation:Flow Speed Head Efficiency Power NPSHrUS gpm rpm ft % hp ft1680 1175 29.9 78 16.3 14.21400 1175 35.4 80 15.5 12.11120 1175 40.6 80 14.3 10.6840 1175 45.6 75 12.9 9.27560 1175 50.3 63 11.3 9

Owner

Text Box


lsmith

Text Box

LS4036 20 Hp

Pump Data Sheet - Fairbanks Morse Pump, 60 Hz

Company: atmName: atmDate: 8/22/2008

Pump:Size: 8"5414L (D)Type: 5400-NONCLOG Speed: 1185 rpmSynch speed: 1200 rpm Dia: 14.6875 inCurve: 140806D Impeller: T8D1DSpecific Speeds: Ns: 2431


Discharge: 8 in

Pump Limits:Temperature: 150 °F Power: ---Pressure: 75 psi g Eye area: ---Sphere size: 4 in


Fluid:Water Temperature: 60 °FSG: 1 Vapor pressure: 0.2563 psi aViscosity: 1.105 cP Atm pressure: 14.7 psi aNPSHa: ---




Selected from catalog: Fairbanks Morse Centrifugal.60 Vers: 3

---- Data Point ----Flow: 2800 US gpmHead: 57.1 ftEff: 78%Power: 51.3 hpNPSHr: 17.3 ft

---- Design Curve ----Shutoff head: 105 ftShutoff dP: 45.5 psiMin flow: 1300 US gpmBEP: 79% @ 2498 US gpmNOL power:

52.1 hp @ 3177 US gpm

-- Max Curve --Max power:

73.2 hp @ 4006 US gpm

Curve efficiencies are typical. For guaranteed values, contact Fairbanks Morse or your local distributor. Las eficiencias encurvas son típicas. Para valores garantizados contacte a Fairbanks Morse o a su distribuidor local.

US gpm

Pow

er -

hp

40003500300025002000150010000 500

50

100

NPS

Hr -

ft

40003500300025002000150010000 500

20

40

Hea

d - f

t

40003500300025000

20

2000

40

1500

60

80

1000

100

500

120

79.3

14.6875 in

16 in

13 in

70

70 70

70

75

75

75

75

78

78

80

80

82

82

Performance Evaluation:Flow Speed Head Efficiency Power NPSHrUS gpm rpm ft % hp ft3360 1185 43.5 71 51.8 21.12800 1185 57.1 78 51.3 17.32240 1185 67.9 78 48.7 14.81680 1185 77.6 75 43.7 13.41120 1185 --- --- --- ---

lsmith

Text Box

LS4036 60 Hp



BrunswickGlynn County Joint Water & Sewer CommissionSewer System Modeling ProjectLift Station 4036Pump SN...K3A1081841

Pump:Size: 10"5415Type: 5400NONCLOG Speed: 890 rpmSynch speed: 900 rpm Dia: 19.1875 inCurve: 151008A Impeller: TALE5ASpecific Speeds: Ns: 2030


Discharge: 10 in









Design Curve Shutoff head: 105 ftShutoff dP: 45.4 psiMin flow: 2100 US gpmBEP: 83% @ 3885 US gpmNOL power:

89.6 hp @ 5253 US gpm


127 hp @ 5792 US gpm


US gpm

Pow

er

hp

6000500040003000200010000

100

NPS

Hr

ft

6000500040003000200010000

10

20

Hea

d f

t

60005000400025

3000

50

2000

75

1000

100

125

83.1

19.1875 in

21 in

17 in

70

70

74

7474

74

76

76

76

76

80

80

80

80

82

82

83

83

Performance Evaluation:Flow Speed Head Efficiency Power NPSHrUS gpm rpm ft % hp ft5040 890 54.4 78 88.7 17.94200 890 65.6 82 84.2 14.33360 890 74.3 82 77.1 12.42520 890 80.7 74 69 121680 890

Owner

Text Box


lsmith

Text Box

LS4036 100 Hp

US gpm

NPS

Hr -

ft

300028002600240022002000180016001400120010008006004000

0.5

200

1

1.5

Hea

d - f

t

300028002600240022002000180016000 1400

20

1200

40

1000

60

800

80

100

600400

120

140

200

65

9 in

12 in

9 in

20 hp

25 hp30 hp

40 hp

50 hp

60 hp

50

50

55

55

60

60

60

60

64

64 64

64

66

66

69

69

72

72

75

75

76

76

Default motor size is based upon max. power on the design curve plus a margin factor to allow for impeller trim variances that may occur to meet H.I. TDH requirements. Efficiencies and data are typical. Please contact thefactory for guaranteed values. FOR TEMP. ABOVE 104 DEG. F (40 DEG C) REFER TO FACTORY FOR ASSISTANCE.

Company: ATM Yeomans Pump, Aurora, IL Model: 6123Name: ATM Catalog: YP_9100.60, Vers 1 Speed: 1750 rpm8/15/2008 9100 - 1800 Dia: 9 in

Design Point: 1250 US gpm, 45.3 ft Curve ID No.: 40213Impeller ID No.: Y-4677

lsmith

Text Box

LS4039

FU

SC

AT

1.0

(20

0312

01)



POWER FACTOR

EFFICIENCY

MOTOR DATA


IMP. THROUGHLET

RATEDPOWER .....

STARTINGCURRENT ...

RATEDCURRENT ...

RATEDSPEED .....


NO. OFBLADES

PRODUCT TYPE

CURVE NO ISSUE

MOTOR # STATOR REV


GEARTYPE RATIO



C 3201.180 MT


304 mm

27-26-6AA 37YSER 12

60 Hz 3 460 V 6

--- ---

0.8786.5 %

---

0.8387.0 %

---

0.7585.5 %

---

-/ 8 inch


35 hp

249 A

44 A

1160 rpm

0.46 kgm2

2

FLOW[USgpm]

HE

AD

[ft]

PO

WE

R

[hp]

EFF.[%]

NPSHre[ft]

0 500 1000 1500 2000 2500 30000

10

20

30

40

50

60

0

10

20

30

40

50

60

0

10

20

30

40

50

60

70

15

20

25


BE

ST

EF

F. P

OIN

T

O *O

VE

RA

LL E

FF

.

PU

MP

EF

F.

O *S

HA

FT

PO

WE

R

CURVE

lsmith

Text Box

LS4048

FU

SC

AT

1.0

(20

0312

01)



POWER FACTOR

EFFICIENCY

MOTOR DATA


IMP. THROUGHLET

RATEDPOWER .....

STARTINGCURRENT ...

RATEDCURRENT ...

RATEDSPEED .....


NO. OFBLADES

PRODUCT TYPE

CURVE NO ISSUE

MOTOR # STATOR REV


GEARTYPE RATIO



C 3127.181 MT


225 mm

21-12-4AL 12Y// 11

60 Hz 3 230 V 4

--- ---

0.8983.5 %

---

0.8785.0 %

---

0.8184.5 %

---

-/ 6 inch

---NEMA Code Letter: FInstalls: CP/CS

10 hp

128 A

25 A

1735 rpm

0.082 kgm2

1

FLOW[USgpm]

HE

AD

[ft]

PO

WE

R

[hp]

EFF.[%]

NPSHre[ft]

0 200 400 600 800 10000

10

20

30

40

50

60

70

0

10

20

30

40

50

60

70

0

10

20

30

40

50

60

70

6

8

10


BE

ST

EF

F. P

OIN

T

O *O

VE

RA

LL E

FF

.

PU

MP

EF

F.

O *S

HA

FT

PO

WE

R

CURVE

lsmith

Text Box

LS4105

FU

SC

AT

1.0

(20

0312

01)



POWER FACTOR

EFFICIENCY

MOTOR DATA


IMP. THROUGHLET

RATEDPOWER .....

STARTINGCURRENT ...

RATEDCURRENT ...

RATEDSPEED .....


NO. OFBLADES

PRODUCT TYPE

CURVE NO ISSUE

MOTOR # STATOR REV


GEARTYPE RATIO



C 3102.181 MT


173 mm

18-11-4AL 1 Y// 11

60 Hz 3 230 V 4

--- ---

0.8185.0 %

---

0.7585.0 %

---

0.6383.5 %

---

-/ 4 inch


5 hp

83 A

14 A

1745 rpm

0.040 kgm2

1

FLOW[USgpm]

HE

AD

[ft]

PO

WE

R

[hp]

EFF.[%]

NPSHre[ft]

0 100 200 300 400 500 600 7000

5

10

15

20

25

30

35

40

45

0

10

20

30

40

50

60

70

80

90

0

10

20

30

40

50

60

2

3

4

NPSHre=36 ft


BE

ST

EF

F. P

OIN

T

O *O

VE

RA

LL E

FF

.

PU

MP

EF

F.

O *S

HA

FT

PO

WE

R

CURVE

lsmith

Text Box

LS4107

FU

SC

AT

1.0

(20

0312

01)



POWER FACTOR

EFFICIENCY

MOTOR DATA


IMP. THROUGHLET

RATEDPOWER .....

STARTINGCURRENT ...

RATEDCURRENT ...

RATEDSPEED .....


NO. OFBLADES

PRODUCT TYPE

CURVE NO ISSUE

MOTOR # STATOR REV


GEARTYPE RATIO



C 3102.181 MT


189 mm

18-11-4AL 1 Y// 11

60 Hz 3 230 V 4

--- ---

0.8185.0 %

---

0.7585.0 %

---

0.6383.5 %

---

-/ 4 inch


5 hp

83 A

14 A

1745 rpm

0.039 kgm2

1

FLOW[USgpm]

HE

AD

[ft]

PO

WE

R

[hp]

EFF.[%]

NPSHre[ft]

0 100 200 300 400 500 6000

10

20

30

40

50

0

20

40

60

80

100

0

10

20

30

40

50

60

70

2

3

4

5

6

P

PP

OW

ER

LIM

IT


BE

ST

EF

F. P

OIN

T

O *O

VE

RA

LL E

FF

.

PU

MP

EF

F.

O *S

HA

FT

PO

WE

R

CURVE

lsmith

Text Box

LS4109

FU

SC

AT

1.0

(20

0312

01)



POWER FACTOR

EFFICIENCY

MOTOR DATA


IMP. THROUGHLET

RATEDPOWER .....

STARTINGCURRENT ...

RATEDCURRENT ...

RATEDSPEED .....


NO. OFBLADES

PRODUCT TYPE

CURVE NO ISSUE

MOTOR # STATOR REV


GEARTYPE RATIO



C 3300.181 HT


335 mm

35-28-4AA 38D 12

60 Hz 3 460 V 4

--- ---

0.8592.0 %

---

0.8292.5 %

---

0.7492.0 %

---

-/ 6 inch

3.0 inchNEMA Code Letter: EInstalls: CP/CS/CT/CZ

88 hp

545 A

105 A

1775 rpm

0.83 kgm2

2

FLOW[USgpm]

HE

AD

[ft]

PO

WE

R

[hp]

EFF.[%]

NPSHre[ft]

0 400 800 1200 1600 2000 24000

40

80

120

160

200

0

20

40

60

80

100

0

10

20

30

40

50

60

70

40

60

80

NPSHre=36 ft

PP

PO

WE

R L

IMIT

DUTY-POINT FLOW[USgpm] HEAD[ft] POWER [hp] EFF. [%] NPSHre[ft]1913 130 ( 83.0) 70.2 (76.1) 31.4B.E.P.

BE

ST

EF

F. P

OIN

T

O *O

VE

RA

LL E

FF

.

PU

MP

EF

F.

O *S

HA

FT

PO

WE

R

CURVE

lsmith

Text Box

LS4110

lsmith

Text Box

LS4118

FU

SC

AT

1.0

(20

0312

01)



POWER FACTOR

EFFICIENCY

MOTOR DATA


IMP. THROUGHLET

RATEDPOWER .....

STARTINGCURRENT ...

RATEDCURRENT ...

RATEDSPEED .....


NO. OFBLADES

PRODUCT TYPE

CURVE NO ISSUE

MOTOR # STATOR REV


GEARTYPE RATIO



C 3127.181 HT


217 mm

21-12-4AL 12Y// 11

60 Hz 3 230 V 4

--- ---

0.8983.5 %

---

0.8785.0 %

---

0.8184.5 %

---

-/ 4 inch


10 hp

128 A

25 A

1735 rpm

0.11 kgm2

1

FLOW[USgpm]

HE

AD

[ft]

PO

WE

R

[hp]

EFF.[%]

NPSHre[ft]

0 100 200 300 400 500 600 700 8000

10

20

30

40

50

60

70

80

0

10

20

30

40

50

60

70

80

0

10

20

30

40

50

4

6

8

NPSHre=36 ft


BE

ST

EF

F. P

OIN

T

O *O

VE

RA

LL E

FF

.

PU

MP

EF

F.

O *S

HA

FT

PO

WE

R

CURVE

lsmith

Text Box

LS4119

FU

SC

AT

1.0

(20

0312

01)



POWER FACTOR

EFFICIENCY

MOTOR DATA


IMP. THROUGHLET

RATEDPOWER .....

STARTINGCURRENT ...

RATEDCURRENT ...

RATEDSPEED .....


NO. OFBLADES

PRODUCT TYPE

CURVE NO ISSUE

MOTOR # STATOR REV


GEARTYPE RATIO



C 3152.181 HT


248 mm

25-11-4AA 12YSER 11

60 Hz 3 460 V 4

--- ---

0.8583.5 %

---

0.8184.5 %

---

0.7283.5 %

---

-/ 4 inch

3.0 inchNEMA Code Letter: GInstalls: CP/CS

15 hp

114 A

20 A

1745 rpm

---

1

FLOW[USgpm]

HE

AD

[ft]

PO

WE

R

[hp]

EFF.[%]

NPSHre[ft]

0 100 200 300 400 500 600 700 800 9000

20

40

60

80

100

0

10

20

30

40

50

0

10

20

30

40

50

60

70

6

8

10

12

14

NPSHre=36 ft


BE

ST

EF

F. P

OIN

T

O *O

VE

RA

LL E

FF

.

PU

MP

EF

F.

O *S

HA

FT

PO

WE

R

CURVE

lsmith

Text Box

LS4126

FU

SC

AT

1.0

(20

0312

01)



POWER FACTOR

EFFICIENCY

MOTOR DATA


IMP. THROUGHLET

RATEDPOWER .....

STARTINGCURRENT ...

RATEDCURRENT ...

RATEDSPEED .....


NO. OFBLADES

PRODUCT TYPE

CURVE NO ISSUE

MOTOR # STATOR REV


GEARTYPE RATIO



C 3170.180 MT


287 mm

27-20-4AA 37YSER 11

60 Hz 3 460 V 4

--- ---

0.9086.0 %

---

0.8886.5 %

---

0.8385.5 %

---

-/ 6 inch


30 hp

221 A

36 A

1750 rpm

0.26 kgm2

1

FLOW[USgpm]

HE

AD

[ft]

PO

WE

R

[hp]

EFF.[%]

NPSHre[ft]

0 200 400 600 800 1000 1200 1400 1600 18000

20

40

60

80

100

120

0

10

20

30

40

50

60

0

10

20

30

40

50

60

70

15

20

25

30


BE

ST

EF

F. P

OIN

T

O *O

VE

RA

LL E

FF

.

PU

MP

EF

F.

O *S

HA

FT

PO

WE

R

CURVE

lsmith

Text Box

LS4127

FU

SC

AT

1.0

(20

0312

01)



POWER FACTOR

EFFICIENCY

MOTOR DATA


IMP. THROUGHLET

RATEDPOWER .....

STARTINGCURRENT ...

RATEDCURRENT ...

RATEDSPEED .....


NO. OFBLADES

PRODUCT TYPE

CURVE NO ISSUE

MOTOR # STATOR REV


GEARTYPE RATIO



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APPENDIX I COST BREAKDOWNS FOR REHABILITATION AND EXPANSION CIPS



APPENDIX I -- COST BREAKDOWNS FOR WATER REHABILITATION CIP



Rehabilitation CIP1

Rehabilitation CIP1

10% Contingency $7 000

Water System Rehabilitation CIPs

City, North Mainland, South Mainland, and Joining North and CityDeficiencies Noted During Site Inspections for Water Systems and from Water Models

Joining North Mainland and City of Brunswick Water Systems

12-inch Watermain at Cate Road to Old Jesup to Join North and City 2009 - 2014

Construction Cost for Rehabilitate No. Unit Cost/Unit Engineer's Opinion of Construction Costs12-inch watermain at Cate Road to Old Jessup Road - connects west side I-95 with City 1000 LF $70 $70,000Total $70,00010% Contingency $7 000,15% Engineering, Permitting, Admin Fees $7,000Total Construction Cost $84,000

12-inch Watermain at Canal Road between Golden Isles Parkway and Old Jessup Road to Join North and City 2009 - 2014

Construction Cost for Rehabilitate No. Unit Cost/Unit Engineer's Opinion of Construction Costs12-inch watermain at Canal Road between Golden Isles and Old Jesup- connects east side I-95 with City 4000 LF $70 $280,000Total $280,00010% Contingency $28,00015% Engineering, Permitting, Admin Fees $28,000Total Construction Cost $336,000

North Mainland Water System

Various Electrical Code Issues

Construction Cost for Rehabilitate No. Unit Cost/Unit Engineer's Opinion of Construction Costs

Perry Lane RD WPF 1 emergency battery backup lighting fixture 400Canal RD WPF/Well Relocate radio telemetry enclosure and install one emergency battery back-up lighting fixture) $700Total $1,10010% Contingency $11010% Engineering, Permitting, Admin Fees $110Total Construction Cost $1,320

Rehabilitation CIP2

Rehabilitation CIP2

g

some on for well

Automatic Flushing Hydrants 2009 - 2014will improve water quality and performance of system

Total Rehabilitation Construction Cost Quantity Unit Per Unit Cost Engineer's Opinion of Construction CostsAutomatic Flushing Hydrants at end of watermains 4 Ea 5500 $22,000

Total $22,00010% Contingency $2,20010% Engineering, Permitting, Admin Fees $2,200Total Construction Cost $26,400

Golden Isles WPF No. 1Overall Condition 1Deficiencies:

Roof caved in on doghouse over HFS tank (fluoride)Well - some corrosion on well casing/flange and pump/motor shaft

concrete in good condition - no debris aroundCascade aerator - some rust/white scale on screenChlorine booster pump - Groundfos CR2 has a lot of corrosion

Construction Cost to Rehabilitate Engineer's Opinion of Construction CostsReplace doghouse $2,500Replace chlorine booster pump $1,500

Total Rehabilitation Construction Cost $4,00010% Contingency $40010% Engineering, Permitting, Admin Fees $400Total Construction Cost $4,800

WPF, Golden Isles II WellOverall Condition 1Deficiencies:

some minor corrosion on plate/flange for well head minor corrosion plate/flange headminor rust on cascade aerator

Construction Cost to Rehabilitate Engineer's Opinion of Construction CostsNo upgrades necessary $0

Total Rehabilitation Construction Cost $010% Contingency $010% Engineering, Permitting, Admin Fees $0Total Construction Cost $0

Rehabilitation CIP3

Rehabilitation CIP3

Total Construction

WPF, Perry Lane Road WPFOverall Condition 2Deficiencies:

No site lightWell No 1 well head has some paint peeling and some corrosion under well head - housekeeping - remove from list

some DI pipe under well corroding - paint bubbling and at bottom where pipe meets concretesome cracks in concrete pad

Well No. 2 - a lot of corrosion on well flange - concrete pad good condition - housekeeping - remove from listsome debris on concrete pad

Hydrotank - well maintained but some paint peeling/worn off

Construction Cost to Rehabilitate Engineer's Opinion of Construction CostsLabel voltage source for each piece of equipment;(separated out - install one emergency battery back-up light fixture) $600Have structural testing of hydropneumatic test done and repaint tank $15,000

Total Rehabilitation Construction Cost $15,60010% Contingency% g y $1,560$ ,10% Engineering, Permitting, Admin Fees $1,560Total Construction Cost $18,720

WPF, Canal Road WellOverall Condition 1Deficiencies:

flow monitor in valve vault - fair conditionwell head - painted pipe and concrete - no corrosionradio telemetry enclosure interferes with clearance for MCC; WPF has no emergency battery backup lighting

Construction Cost to Rehabilitate Engineer's Opinion of Construction CostsPut under electrical code upgrades - Relocate radio telemetry enclosure and (separated out - install one emergency battery back-up lighting fixture) $0

Total Rehabilitation Construction Cost $010% Contingency $010% Engineering, Permitting, Admin Fees $0Total Construction Cost Cost $0$0

Rehabilitation CIP4

Rehabilitation CIP4

l $7 100

WPF ll

$0

City of Brunswick Water System



Goodyear WPF Install two emergency battery back-up lighting fixtures 800Brunswick Villas WPF Relocate branch circuit panel; and install one emergency battery back-up lighting fixture $3,100Brunswick Villas Remote Well Install emergency battery back-up lighting fixture $400FLETC WPF Install two emergency battery back-up lights $800FLETC Remote Well Install one emergency battery back-up light $400I-95 WPF Install two emergency battery back-up lights $800Howard Coffin Park WPF Install two emergency battery back-up lights $800

TotalTota $7 100,10% Contingency $71010% Engineering, Permitting, Admin Fees $710Total Construction Cost $8,520

Remote Telemetry Units - Various Sites 2009 - 2014Deficiencies:

Couple with lift stations and watermains - improves level of service for City of Brunswick Water System

Construction Cost to Rehabilitate Engineer's Opinion of Construction Costs4 Remote Telemetry Units/Setups 4 Ea 5000 $20,000

Total Rehabilitation Construction Cost $20,00010% Contingency $2,00010% Engineering, Permitting, Admin Fees $2,000Total Construction Cost $24,000

WPF Goodyear Well, Goodyear WeOverall Condition 1Deficiencies:

Raw water flow monitor in manhole - pipe corroding; paint coming off; standing water -2009 JWSC moved to vaultPiping off well good condition but a little paint peeling off top of check valveWell head - good condition but some rust on flange - starting to corrodeErosion around raw water flow monitor vaultBoth HSPs have a a lot of corrosion on pump around flangeHSP No 1 - some paint peeling off discharge 90 degree bendReplaced pumps and painted - per JWSC staff 2009

Construction Cost to Rehabilitate Engineer's Opinion of Construction CostsSeparated out - Install two emergency battery back-up lighting fixtures $0

Total Rehabilitation Construction Cost $010% Contingency $010% Engineering, Permitting, Admin Fees $0T t l C t ti C tTotal Construction Cost $0

Rehabilitation CIP5

Rehabilitation CIP5

Overall Condition 2

WPF, Brunswick VillasOverall Condition 1Deficiencies:

Raw water flow monitor in vault - some standing water - 2009 JWSC put in vaultSome corrosion on suction piping of pump (HSP No 1) pulling from "pool" and a little corrosion on pump flangesJWSC replaced pumps and painted piping/valvesNo emergency back-up lighting; piping interferes with required clearance for branch circuit lighting panel

Construction Cost to Rehabilitate Engineer's Opinion of Construction CostsSeparated out- Relocate branch circuit panel; and install one emergency battery back-up lighting fixture $0


Brunswick Villas Remote Well SiteOverall Condition 2Deficiencies:

Well No 2 across street - flange at well corroded/casing/pipe above flange corroded badlyFan not working in remote well buildingDoor on remote well building in very bad condition - corroded and no knob - per JWSC staff repaired 2009No emergency back-up lighting

Construction Cost to Rehabilitate Engineer's Opinion of Construction CostsReplace pipe at remote well $1,500Replace fan $1,500Separated out - Install emergency battery back-up lighting fixture $0

Total Rehabilitation Construction Cost $3,00010% Contingency $30010% Engineering, Permitting, Admin Fees $300Total Construction Cost $3,600

WPF, FLETCOverall Condition 2Deficiencies:

Tray cascade aerator - fair condition - no corrosion but starting to separate from floorNo emergency battery back-up lighting

Construction Cost to Rehabilitate Engineer's Opinion of Construction CostsSeparated out - Install two emergency battery back-up lights $0Install new cascade aerator $27,500


Rehabilitation CIP6

Rehabilitation CIP6

10% ,500

FLETC Well, Remote Backup Well PumpOverall Condition 1Deficiencies:

No emergency battery back-up lightingConstruction Cost to Rehabilitate Engineer's Opinion of Construction Costs

Separated out - Install two emergency battery back-up lights $0Total Rehabilitation Construction Cost $010% Contingency $010% Engineering, Permitting, Admin Fees $0Total Construction Cost $0

WPF, I-95 WellOverall Condition 2 because of power distribution equipmentDeficiencies:

No emergency battery back-up lighting

Construction Cost to Rehabilitate Engineer's Opinion of Construction CostsSeparated out - Install two emergency battery back-up lights $0


WPF, I-95 Well 2014 - 2019Overall Condition 2Deficiencies: Power Distribution Equipment nearing end of its life cycle; need to upgradeConstruction Cost to Rehabilitate Engineer's Opinion of Construction Costs

Upgrade power distribution equipment $25,000Total Rehabilitation Construction Cost $25,00010% Contingency $2,50010% Engineering, Permitting, Admin Fees Engineering, Permitting, Admin Fees $2,500$2Total Construction Cost $30,000

WPF, Howard Coffin Park WellOverall Condition 1Deficiencies:

Pipe support under check valve has no plate and pipe support is corroded at topNo emergency battery back-up lighting

Construction Cost to Rehabilitate Engineer's Opinion of Construction CostsSeparated out - Install two emergency battery back-up lights $0Replace pipe supportwould be only thing left in CIP for Howard Coffin - not major and is noted in Section 3 was $500 $0


2-inch Watermain along Crispen 2009 - 2014is bottleneck now

Total Rehabilitation Construction Cost Quantity Unit Per Unit Cost Engineer's Opinion of Construction CostsRemove 2-inch watermain 550 LF 5 $2,750 priced higher than FM bc Install 8-inch watermain 550 LF 50 $27,500 of water services, hydrtants, etc


Rehabilitation CIP7

Rehabilitation CIP7

South Mainland Water System

Various Electrical Code Issues 2009 - 2014


Exit 29 WPF Remove/replace the existing structure, electrical power distribution equipment and controls for the site 65000


WPF, Exit 29 2009 - 2014Overall Condition 3Deficiencies:

inside/top of hydropneumatic tank corroded - needs to be replacedelectrical service equipment and MCC do not have required clearance; no way to achieve with existing structurefacility is not reliable for fire flowno backup power

Construction Cost to Rehabilitate Engineer's Opinion of Construction CostsSeparated out - Remove/replace the existing structure, electrical power distribution equipment and controls for the site $0Install generator, fuel tank, and ATS (24 hour capacity) primarily for fire flow reliability $70,000Remove hydropneumatic tank and replace with 150-200k ground storage tank and 2 50-60 Hp high service pumps $200,000 $150k for about 200,000

Total Rehabilitation Construction Cost $270,000 gall gst; 35k for 2 pumps10% Contingency $27,00015% Engineering, Permitting, Admin Fees $27,000Total Construction Cost $324,000

WPF, Fancy Bluff 2009 - 2014Overall Condition 2Deficiencies:

Light broken on bldg and window in Cl room No generator in South Mainland Water Systemthis facility is the only one in City or North or South systems that does not have GST on SCADA

Construction Cost to Rehabilitate Engineer's Opinion of Construction CostsInstall generator, fuel tank, and ATS (72 hour capacity) $85,000Install ground storage level transducer $2,500Replace light not CIP item - is noted in Section 3 $0


Rehabilitation CIP8

Rehabilitation CIP8

12-inch Emanuel Church Road Watermain Project 2009 - 2014will provide reliability and redundancy to system and will improve performanc

Total Rehabilitation Construction Cost Quantity Unit Per Unit Cost Engineer's Opinion of Construction Costs12-inch watermain and appurtenances 10500 LF 70 $735,000 priced higher than FM bc

Total $735,000 of water services, hydrtants, etc10% Contingency $73,50015% Engineering, Permitting, Admin Fees $73,500Total Construction Cost $882,000

Automatic Flushing Hydrants 2009 - 2014will improve water quality and performance of system

Total Rehabilitation Construction Cost Quantity Unit Per Unit Cost Engineer's Opinion of Construction CostsAutomatic Flushing Hydrants at end of buck swamp road watermain and other endpoints 5 Ea 5500 $27,500

Total $27,500$ ,10% Contingency $2,75010% Engineering, Permitting, Admin Fees $2,750Total Construction Cost $33,000

Rehabilitation CIP9

Rehabilitation CIP9

8 to LF FM bc

Install generator fuel tank and ATS (24 hour capacity) primarily for fire flow reliability $70 000

Total Construction Cost to be removed $336 240

St. Simons Island Water Rehab Mar 2006 ENR Construction Index 7691.72Sep2009 ENR Construction Index 8585.71

2006 MP Pricing Updated For September 2009

Costs

SSI Village Area Water Improvements $462,000Village Alley component completed $14,000

Total $448,000 $500,070

SSI Glynn Haven Estates Water Improvements 2006 MP Price $218,000 $243,338

Total Rehabilitation Construction Cost Quantity Unit Per Unit Cost Engineer's Opinion of Construction Costs775 LF of 8-inch watermain has already been installed along 4t775 LF of inch watermain has already been installed along 4thh Avenue from M Avenue from Magnoliaagnolia to Maple Maple 775 LF 40 $31,000 priced higher than FM bc 775 40 $31,000 priced higher than

Total $31,000 of water services10% Contingency $3,10010% Engineering, Permitting, Admin Fees $3,100Total Construction Cost to be removed $37,200

Total Construction Cost $180,800Updated for 2009 with ENR Index $201,814

Hampton Point WPF Upgrades 2009 - 2014

Hampton Point hydropneumatic tank cycles excessivelyReplace with ground storage and high service pumps

Construction Cost to Rehabilitate Engineer's Opinion of Construction CostsInstall generator fuel tank and ATS (24 hour capacity) primarily for fire flow reliability , , $70 000,Remove hydropneumatic tank and replace with 150-200k ground storage tank and 2 50-60 Hp high service pumps $200,000 $150k for about 200,000

Total Rehabilitation Construction Cost $270,000 gall gst; 35k for 2 pumps10% Contingency $27,00015% Engineering, Permitting, Admin Fees $27,000Total Construction Cost $324,000

Ocean Boulevard 6-Inch Cast Iron Watermain Upgrades in Village Area

Total Rehabilitation Construction Cost Quantity Unit Per Unit Cost Engineer's Opinion of Construction CostsRemove existing 6-inch cast iron watermain 4670 LF 10 $46,700 priced higher than FM bc Install new 8-inch PVC watermain 4670 LF 50 $233,500 of water services

Total $280,20010% Contingency $28,02010% Engineering, Permitting, Admin Fees $28,020Total Construction Cost to be removed $336 240,

APPENDIX I -- COST BREAKDOWNS FOR WATER EXPANSION CIP



Future Expansion Water System CIPs

City of Brunswick Water System

12-inch watermain interconnect on Highway 17 2009-2014connect city to northConstruction Cost for Rehabilitate No. Unit Cost/Unit Engineer's Opinion of Construction Costs12-inch watermain interconnect on Highway 17 7000 LF $75 $525,000


16-inch Watermain Interconnect on Old Jesup to New Jesup 2009-2014connect city to northConstruction Cost for Rehabilitate No. Unit Cost/Unit Engineer's Opinion of Construction Costs16-inch watermain interconnect on old jesup to new jesup 7200 LF $90 $648,000


12-inch Watermain Interconnect on Vogel Road 2014 - 2019connect city to northConstruction Cost for Rehabilitate No. Unit Cost/Unit Engineer's Opinion of Construction Costs12-inch watermain interconnect on vogel road 6000 LF $75 $450,000


Water Expansion CIP1


North Mainland Water System

12-inch Watermain at Highway 99 and New Jesup Road 2009 - 2014

Construction Cost for Rehabilitate No. Unit Cost/Unit Engineer's Opinion of Construction Costs12-inch watermain - Hwy 99 and New Jesup Road 9000 LF $75 $675,000

from Chanslor to New Jesup and south to tie in to existing 12-inch12-inch watermain - Hwy 99 and New Jesup Road 3000 LF $75 $225,000

(separated because 3000 LF may be installed)along Highway 99 from Autumns Wood Dr to Chanslor Rd

Total $900,00010% Contingency $90,00015% Engineering, Permitting, Admin Fees $135,000Total Construction Cost $1,125,000

12-inch Watermain Extension on Canal Road from Existing 12-inch to Vogel Road 2014 - 2019

Construction Cost for Rehabilitate No. Unit Cost/Unit Engineer's Opinion of Construction Costs12-inch watermain on Canal Roa d to Vogel 2500 LF $75 $187,500Total $187,50010% Contingency $18,75015% Engineering, Permitting, Admin Fees $28,125Total Construction Cost $234,375

16-inch Watermain West of Intersection of Highways 99 and 341 2014 - 2019

Construction Cost for Rehabilitate No. Unit Cost/Unit Engineer's Opinion of Construction Costs16-inch Watermain West of New Jesup on Hwy 99 15000 LF $90 $1,350,000Total $1,350,00010% Contingency $135,00015% Engineering, Permitting, Admin Fees $202,500Total Construction Cost $1,687,500

3 0 MGD Water Production Facility and 1 Mgal Tank near Hwy 99 and New Jesup 2014 - 2019


3.0 MGD Water Production Facility and 1 Mgal Tank near Hwy 99 and New Jesup 2014 - 2019

Construction Cost for Rehabilitate No. Unit Cost/Unit Engineer's Opinion of Construction Costs3.0 MGD Water Supply, Treatment and Pumping Facility 1 LS $10,200,000 0.6 $10,200,0001,000,000 Ground Storage Tank 1 LS $950,000 $950,000

Total $11,150,00010% Contingency $1,115,00015% Engineering, Permitting, Admin Fees $1,672,500Total Construction Cost $13,937,500


1,000,000 Gallon Elevated Storage Tank on Highway 99, between Golden Isles and I-95 (west side) 2014 - 2019

Construction Cost for Rehabilitate No. Unit Cost/Unit Engineer's Opinion of Construction Costs1,000,000 Gallon Elevated Storage Tank 1 LS $1,500,000 $1,500,00012-inch watermain connections, etc. 500 LF $75 $37,500

Total $1,537,50010% Contingency $153,75015% Engineering, Permitting, Admin Fees $230,625Total Construction Cost $1,921,875

2.5 MGD Water Production Facility and 1 Mgal Tank near Hwy 99 and Highway 32 2019 - 2024


Total $9,450,00010% Contingency $945,00015% Engineering, Permitting, Admin Fees $1,417,500Total Construction Cost $11,812,500

2.0 MGD Water Production Facility and 1 Mgal Tank out Golden Isles Parkway 2019 - 2024


Total $7,950,00010% Contingency $795,00015% Engineering, Permitting, Admin Fees $1,192,500Total Construction Cost $9,937,500

12-inch Watermain on Green Swamp Road 2019 - 2024


Construction Cost for Rehabilitate No. Unit Cost/Unit Engineer's Opinion of Construction Costs12-inch watermain -on Green Swamp Road 16000 LF $75 $1,200,000Total $1,200,00010% Contingency $120,00015% Engineering, Permitting, Admin Fees $180,000Total Construction Cost $1,500,000

1.5 MGD Water Production Facility to EST at I-95 and Highway 99 2024 - 2029

Construction Cost for Rehabilitate No. Unit Cost/Unit Engineer's Opinion of Construction Costs1.5 MGD Water Supply, Treatment and Pumping Facility 1 LS $6,500,000 0.6 $6,500,000



10-inch Watermain on New Jesup Highway North 2024 - 2029

Construction Cost for Rehabilitate No. Unit Cost/Unit Engineer's Opinion of Construction Costs10-inch Watermain on New Jesup Highway North 20000 LF $60 $1,200,000Total $1,200,00010% Contingency $120,00015% Engineering, Permitting, Admin Fees $180,000Total Construction Cost $1,500,000

1.5 MGD Expansion of WPF at Highway 99 and New Jesup (to 4.5 MGD total) 2024 - 2029

Construction Cost for Rehabilitate No. Unit Cost/Unit Engineer's Opinion of Construction Costs1.5 MGD Water Supply, Treatment and Pumping Facility Expansion 1 LS $5,250,000 0.6 $5,250,000500,000 Ground Storage Tank 1 LS $500,000 $500,000




South Mainland Water System

12-inch Watermain from Old Brookman Road to Highway 82, along Highway 82 to Georgetown Road 2009 - 2014

Construction Cost for Rehabilitate No. Unit Cost/Unit Engineer's Opinion of Construction Costs12-inch watermain from Old Brookman Road to Hgh 82, Hwy 82 to Georget 11500 LF $75 $862,500

Total $862,50010% Contingency $86,25015% Engineering, Permitting, Admin Fees $129,375Total Construction Cost $1,078,125

10-inch Watermain along Highway 82 Northwest from Georgetown Road 2009 - 2014

Construction Cost for Rehabilitate No. Unit Cost/Unit Engineer's Opinion of Construction Costs8-inch watermain 10000 LF $60 $600,000


10-inch Watermain along Georgetown Road from Highway 82 to Highway 99, Highway 99 to Josie B. Rd 2009 - 2014

Construction Cost for Rehabilitate No. Unit Cost/Unit Engineer's Opinion of Construction Costs10-inch Watermain 8000 LF $60 $480,000Total $480,00010% Contingency $48,00015% Engineering, Permitting, Admin Fees $72,000Total Construction Cost $600,000

8-inch Watermain along Highway 99 north of Georgetown Road 2014 - 2019

Construction Cost for Rehabilitate No Unit Cost/Unit Engineer's Opinion of Construction Costs


Construction Cost for Rehabilitate No. Unit Cost/Unit Engineer s Opinion of Construction Costs8-inch watermain 4000 LF $55 $220,000


1.0 MGD Water Production Facility and 1 Mgal EST near Old Brookman Road and Highway 82 2014 - 2019

Construction Cost for Rehabilitate No. Unit Cost/Unit Engineer's Opinion of Construction Costs1.0 MGD Water Supply, Treatment and Pumping Facility 1 LS $5,000,000 0.6 $5,000,0001,000,000 Gallon EST 1 LS $1,500,000 $1,500,00012-inch watermain connections, etc. 500 LF $70 $35,000



12-inch Watermain along Baumgardener Road and Live Oak 2014 - 2019

Construction Cost for Rehabilitate No. Unit Cost/Unit Engineer's Opinion of Construction Costs12-inch watermain along Baumgardener Road and Live Oak to Create Loop 7200 LF $75 $540,000

to create loop of water system for new developmentsTotal $540,00010% Contingency $54,00015% Engineering, Permitting, Admin Fees $81,000Total Construction Cost $675,000

12-inch Watermain along Old CCC Road to Loop System 2014 - 2019

Construction Cost for Rehabilitate No. Unit Cost/Unit Engineer's Opinion of Construction Costs12-inch watermain - Old CCC Road 14500 LF $75 $1,087,500

to Loop Buckswamp Road watermain back to Hwy 82 & Brookman Rd - will provide redundancy to Peninsula as developsTotal $1,087,50010% Contingency $108,75015% Engineering, Permitting, Admin Fees $163,125Total Construction Cost $1,359,375

1.0 MGD Water Production Facility and 1 Mgal GST near Old CCD Road and Buckswamp Road 2019 - 2024

Construction Cost for Rehabilitate No. Unit Cost/Unit Engineer's Opinion of Construction Costs1.0 MGD Water Supply, Treatment and Pumping Facility 1 LS $5,500,000 $5,500,0001,000,000 Ground Storage Tank 1 LS $900,000 $900,00012-inch watermain connections, etc. 500 LF $70 $35,000


750,000 gallon EST near Highway 82 and Highway 99 2024-2029



g750,000 gallon EST 1 LS $1,000,000 $1,000,000


10-inch Watermain along Highway 99 from Highway 82 to Georgetown Road 2024-2029

Construction Cost for Rehabilitate No. Unit Cost/Unit Engineer's Opinion of Construction Costs10-inch watermain - Highway 99 7000 LF $60 $420,000



St Simons Island Water System

16-inch Watermain along Frederica Road 2009 - 2014 2013 per the Master Plan -would feed a lot of development - keep in that timMarch 2006 ENR Cons 7691.72September 2009 ENR 8585.71


1 LS $3,600,000 $3,600,000Includes fire hydrants, appurtenances, and valves

Price in 2006 Master Plan $3,600,000

Updated for September 2009 ENR Construction Index $4,018,419

2009 - 2014 Sewer Expansions - used to determine waterGlynn Haven Septic has water and already slated for repairs/upgradesSt. Clair Estates Septic has waterSt. Simons Heights Septic has waterBrick Kiln Point/Epworth Acres/Epworth OSeptic but Epworth Oa has waterVeranda Breeze new needs extensionSimonton Court Phase II and III new needs extensionTownship Bluff Phase I new needs extensionSouth Harrington Subdivision/Proposed Hnew and septic some waterVillage Creek Way Phase III new needs extension

Veranda BreezeTo collect new development - was previously on Future Development CIP in SSI W/S MPEstimated 19 lots - 16 gpm

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsInstall new 8-inch watermain and appurtenances 700 LF 45 31500

Total Construction Cost $31,50010% Contingency $3 150

Replace piping along Frederica Road with 16-inch from South Harrington Road to intersection of Frederica Road and Demere Road


10% Contingency $3,15015% Engineering Fees $4,725Total Construction Cost $39,375

Simonton Court - Phase II and IIITo collect new development - Phase II was previously on Future Development CIP in SSI W/S MPEstimated 20 lots - 17 gpm


Total Construction Cost $36,00010% Contingency $3,60015% Engineering Fees $5,400Total Construction Cost $45,000

Township Bluff Phase ITo collect new development - was previously on Future Development CIP in SSI W/S MPEstimated 61 lots - 51 gpm

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsInstall new 6-inch watermain and appurtenances 2400 LF 40 96000Install new 8-inch watermain and appurtenances 1000 LF 45 45000



S. Harrington Subdivision Area/Proposed Harrington SubdivisionTo collect new development and septic systems - was previously on Future Development CIP in SSI W/S MPEstimated 146 lots - numerous with septic systems - 121 gpm



Village Creek Way Phase IIITo collect new development - was previously on Future Development CIP in SSI W/S MPEstimated 31 lots - 26 gpm



2014 - 2019 Sewer Expansions - used to determine waterGerman Village/Burns Tract septic and new no water can now connect to lawrence roadHampton Point septic has waterLandings at West Point new no waterWest Point Plantation new existing has water but not proposedOak Grove/Dunbar Acres/Draughton Subseptic no waterCentral Park/Riverview Park septic has water


El Dorado septic assume has waterJewtown septic has waterSilver Lake septic and new has waterSouthern Oaks septic and new needs extensionTownship Bluff Phase II new needs extensionN. Harrington Subdivision septic and new needs extensionPlantation Point septic needs extensionEpworth by the Sea new has water

German Village/Burns TractTo collect septic systems and planned development - was previously on Future Development CIP in SSI W/S MPGerman Village estimated 272 lots; 37 with septic systems; Burns Tract 16 lots; Total 169 gpm

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsInstall new 6-inch watermain and appurtenances 9300 LF 40 372000Install new 8-inch watermain and appurtenances 9300 EA 45 418500



The Landings at West PointProposed subdivision in area of West Point Plantation - was previously on Future Development CIP in SSI W/S MPEstimated 22 lots - estimate 18 gpm for subdivision



West Point PlantationPrimarily expansion of existing subdivision - was previously on Future Development CIP in SSI W/S MPExisting West Point Plantation has public sewer; are 20 septic tanks in subdivision area installed 1983 - 1998Estimated 200 lots - 20 have septic systems - estimate 167 gpm for subdivision



Oak Grove/Dunbar Acres/Draughton SubdivisionTo collect septic systems - was previously on Future Development CIP in SSI W/S MPEstimated 75 (17 Orange Grove, 49 Dunbar Acres, 9 Draughton) homes with septic systems - 65 gpm




Southern OaksTo collect septic system and potentially new development - was previously on Future Development CIP in SSI W/S MP1 septic system installed 1963 ; high potential for failureEstimated 9 lots (1 with septic as of 2006) 8 gpm



Township Bluff Phase IITo collect new development - was previously on Future Development CIP in SSI W/S MPEstimated 49 lots - 41 gpm




N. Harrington SubdivisionTo collect new development and septic areas - was previously on Future Development CIP in SSI W/S MPEstimated 78 lots - 65 gpm Numerous septic tanks in this area - some constructed back in 1963, high potential for septic system failure

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsInstall new 6-inch watermain and appurtenances 680 LF 40 27200Install new 8-inch watermain and appurtenances 3000 LF 45 135000Install new 10-inch watermain and appurtenances 1700 LF 55 93500


Plantation PointTo collect septic systems - was previously on Future Development CIP in SSI W/S MPSeptic systems 1968 - 1987; high potential for failures11 lots; 5 with septic systems; Total 12 gpm



2019 - 2024 Sewer Expansions - used to determine waterMusgrove Plantation Phase I new needs extension can't determine

2024 - 2029 Sewer Expansions - used to determine waterJones Creek septic has waterButler Plantation septic needs extensionCarts Subdivision septic has water


Settlers Hammock septic has waterGolden Isles Marina Townhouses, Lanier Island futureMusgrove Plantation Phase I new can't determine

Sea Island??

Butler PlantationTo collect septic systems - was previously on Future Development CIP in SSI W/S MPEstimated 23 lots - 10 with septic as of 2006 - Subdivision flow estimated 25 gpmSeptic systems installed 1996 - 2001; high potential for failure by year 2029

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsInstall new 8-inch watermain and appurtenances 5000 LF 45 $225,000


Golden Isles Marina Townhouses, Lanier IslandTo collect new development on Lanier Island - was previously on Future Development CIP in SSI W/S MPEstimated 48 townhomes - Subdivision flow estimated 40 gpm (sewer)- also marina flows

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsInstall new 10-inch watermain and appurtenances 8000 LF 75 $600,000 more expensive because parts

Total Construction Cost $600,000 have to be drilled or attached to bridge10% Contingency $60,00015% Engineering Fees $90,000Total Construction Cost $750,000


Sea Island Watermain Extensionto serve Sea Island water system

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsInstall new 16-inch watermain and appurtenances 8000 LF 95 $760,000 more expensive because parts

Total Construction Cost $760,000 have to be drilled or attached to bridge10% Contingency $76,00015% Engineering Fees $114,000Total Construction Cost $950,000

Storage not included but storage and pumping may be necessary

Model has 7528 LF to get along causeway to Sea IslandModel has another 8640 LF to run the length of Sea Island with a 16-inch main



APPENDIX I -- COST BREAKDOWNS FOR SEWER REHABILITATION CIP



Rehabilitation CIPDeficiencies Noted During Site Inspections for Sewer Pumping Systems; From Existing Model Conditions; and From RD I/I and Structural Analysis

Academy Creek WPCP System

Academy Creek WPCP

0 - 5 yr Upgrades 2009 - 2014Construction Cost to Rehabilitate Engineer's Opinion of Construction Costs

Academy Creek WWTP Rotary Fine Screens 1 LS $500,000 $500,000Small Debris Filtering System (Preliminary Screening @ Old Grit Chamber)

Academy Creek WWTP Reactor Refurbishments 1 LS $750,000 $750,000Cleaning & Drainage Modifications to Increase Detention Time

Academy Creek WWTP SCADA Control Systems 1 LS $180,000 $180,000Plant Automation and Control Systems Upgrade

Academy Creek WWTP Ops/Control Building 1 LS $250,000 $250,000Replacement of Operations, Control and Labortory Facility

Total $1,680,000

Rehabilitation CIP1

$ , ,10% Contingency $168,00010% Engineering, Permitting, Admin Fees $168,000Total Construction Cost $2,016,000



LS 4002 2 emergency battery backup lighting fixtures 800LS4005 2 emergency battery back-up light fixtures 800LS 4035 Electrical (battery backup lights) 800LS 4036 Electrical (battery backup lights) 800LS4006 Install conduit seals between disconnect switches and wetwell 600LS 4017 Install conduit seals between control panel and wetwell; 600LS 4023 install conduit seals between control panel and wetwell 600LS 4028 Install conduit seals between control panel and wetwell 600LS 4039 Install conduit seals between control panel and wetwell 800LS 4048 Install conduit seals between control panel and wetwell 600LS 4105 Install conduit seals between control panel and wetwell 600LS 4107 Install conduit seals between control panel and wetwell 600LS 4110 Install conduit seals between control panel and wetwel 600LS 4110 Install conduit seals between control panel and wetwel 600LS 4118 Install conduit seals between control panel and wetwell 600LS 4119 Install conduit seals between control panel and wetwell 600LS 4126 Install conduit seals between control panel and wetwell 600LS 4127 Install conduit seals between control panel and wetwell 600Total $11,20010% Contingency $1,12010% Engineering, Permitting, Admin Fees $1,120Total Construction Cost $13,440

4001 Sub-Basin 2019 - 2024Structural and RD I/I Problems Medium RD I/I

Structural - No major gravity sewer

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsAdditional TV Inspection and Analysis 1 LS 15000 $15,000Pipeburst VCP piping (could potentially use CIPP but don't know until do more study 3679 LF 95 $349,537

check size - most appear 8, 10, 12"Line manholes estimate 12 EA 1600 $19,623Bypass Pumping 10 Wk 1250 12500

Total $396,66010% Contingency $39 66610% Contingency $39,66610% Engineering, Permitting, Admin Fees $39,666Total Construction Cost $475,992

Rehabilitation CIP1

LS 4002 immediate rehab 2009 - 2014Overall Condition 4Deficiencies:

Lighting in the building is not goodPer staff when Reynolds Street project is completed - LS2 and LS3 will come offline18" gravity to the south of LS4002 has negative slopes along 3 runs. Need to replace24" gravity to the east of LS4002 is cast iron and is in poor condition - has significant sags in line in several places - also has Liberty Harbor coming inPer drawdown the pumps can not meet the necessary base flow of 2810 gpm. The pumps only provide approximately 1600 gpm @ 65 ft TDH

Construction Cost to Rehabilitate Engineer's Opinion of Construction CostsNew transformer, overcurrent protection and (separated out - 2 emergency battery backup lighting fixtures) $4,500Replace pumps/impellers in kind with Goulds NSW 8x8x17LC 60 Hp pumps 3000 gpm @ 60 Hp $45,000Bypass Pumping 1 wk 2750 $2,750


LS 4002 Yr 2014 - 2019 As a later rehab take out this pump station and replace with gravityRay concerned about 24" - very old CI - check capacity - Dixville additional flow - 24" pipe is sufficient should be sufficientBuildout flow we have (for basins LS4001 and 4002) is 2812 gpmLS4002 is duplex with pump design condition somewhere 2500 to 3000 gpm - so can handle future flow of 2810 gpm without upgrading pumps

Rehabilitation CIP2

Construction Cost for Rehabilitate No. Unit Cost/Unit Engineer's Opinion of Construction Costs base 2810Demolish existing LS 4002 1 LS 75000 75000 0-5 yr 2810 gpm 4310 w/ liberty harbor gravity lineVarious Bypass pumping 36 wk 2750 99000 5-10 yr 2810 gpm 24" to LS4002 is sufficient w/ libertyInstall new 24" PVC gravity sewer 0.08% slope (to point where LS4003 was) - 16' to 20' deep 4300 LF 340 1462000 10-15 yr 2810 gpm harbor (full flow) 16" FM to manifoldNew 5' manholes with lining 12 Ea 6500 78000 15-20 yr 2810 gpm 16" FM to manifold w/ LS4003 to Abandon Existing 16" forcemain 4300 LF 5 21500 20+ 2810 gpm 18" FM - only if all Liberty Harbor comes

Total Construction Cost $1,735,500 in 5 yrs which will not but LS400310% Contingency $173,550 will come out in 5 yr rehab need15% Engineering Fees $260,325 to make sure enough capacityTotal Construction Cost $2,169,375 for gravity from LS4003 site to WPCP

Check Future Exp CIPs

4002 Sub-Basin 2009 - 2014 Checked 24" gravity to east of station to ensure enough capacity for Liberty Harbor - appears sufficient for entire Liberty Harbor flow if remove and replace as proposed hereStructural and RD I/I Problems High RD I/I

Structural - 24" CI eval TV Inspection - 4 PACP scores; 18" VCP 0 PACP scores

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsAdditional TV Inspection and Analysis 1 LS 50000 $50,000Remove and Replace 24" Gravity Sewer (10 to 15 ft depth) from MH40020120 to MH40020020 2100 LF 250 $525,000Remove and Replace 4'/5' diameter manholes with liner (10 - 15 ft depth) 11 EA 3900 $42,900Remove and Replace 18" Gravity Sewer (10 - 12 ft depth) to South MH40023200 to MH40020020 375 LF 150 $56,250R d R l 4' di t h l ith li (10 12 ft d th) 4 EA 3250 $13 000Remove and Replace 4' diameter manholes with liner (10 - 12 ft depth) 4 EA 3250 $13,000Bypass Pumping 24 wk 2250 $54,000CIPP Cast Iron piping - 12", 15", 18" 6000 LF 85 $510,000

check size - most appear less 12"Line manholes estimate 20 EA 1600 $32,000Pipeburst VCP piping (could potentially use CIPP but don't know until do more study 28758 LF 85 $2,444,458

check size - most appear less 12"Line manholes estimate 96 EA 1600 $153,600


Rehabilitation CIP2

LS4003Overall Condition 4Deficiencies: Corrosion bad on suction piping, pump support, volute and top pumps (from seal water)

Wooden catwalk/frame over dry pit at intermediate level badly deteriorated - safety hazardOnly one VFD - pumps have to alternateNo ventilation in dry pit areaInfluent channel is located outside with access by stairs or is covered with grating - potential liabilityDoors deterioratedPer staff when Reynolds Street project is completed - LS2 and LS3 will come offline

Construction Cost to Rehabilitate Based on Field Inspections Engineer's Opinion of Construction CostsElectrical $16,000Clean/sandblast and repaint pumps, pump supports, suction and discharge piping $12,000 inhouse? 12k on water streetReplace catwalk $2,500 inhouseReplace or Rehab Fans/Ventilation in Dry Well $5,500 in houseInstall grating over stairs down to influent channel outside $1,500Install new aluminum doors $1,500 inhouse


Rehabilitation CIP3

LS4003 2009 - 2014 Instead of rehab as above will demolishPer Ray T. line in to LS4003 is higher at WW discharge than in street after K Street Project. Need to decommiss Ls4003Build out flow from Basins LS4001, 4002 and 4003 = 4625 gpm (this for rehab - Liberty Harbor growth 1500 gpm will also add - but proposed sewer should be sufficient)Gravity from demolished LS4003 only needs to be 30" because there is not extreme flow on the 48" gravity line to the east - was oversized for flow from SSI that never cameConstruction Cost to Rehabilitate Quantity Unit Unit Cost Engineer's Opinion of Construction Costs

Demolish/Abandon LS4003 1 LS 75000 $75,000Abandon existing 18" forcemain 1840 LF 5 $9,200Abandon existing 30" gravity sewer from existing LS4003 forcemain discharge to WPCP (will replace) 2225 LF 60 $133,500Abandon existing gravity sewer upstream of LS4003 265 LF 60 $15,900Install new gravity sewer (30" size) approximately 18-20' deep 4065 LF 375 $1,524,375Connect LS4002 forcemain to gravity - will need to leave stubout for later connection to 24" gravity sewer that replace LS4002 1 LS 7500 $7,500Various Bypass pumping 36 wk 2750 $99,000Install new manholes 5' with liner 12 Ea 6500 $78,000


4003 Sub-Basin 2014 - 2019Structural and RD I/I Problems High RD I/I

Structural - no evaluation by JRGO - similar to 4002 - all major is 36" and 42" PVC - no structural

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsAdditional TV Inspection and Analysis 1 LS 50000 $50,000Pipeburst VCP piping (could potentially use CIPP but don't know until do more study 23024 LF 85 $1,957,068

check size - most appear less 12"Line manholes estimate 77 EA 1600 $122,795Bypass Pumping 24 Wk 1250 30000


Rehabilitation CIP3

LS 4WTP - Academy Creek Influent Lift Station 2014 - 2019Overall Condition 1Deficiencies: see electrical Construction Cost to Rehabilitate Engineer's Opinion of Construction Costs

Electrical - remove pads and pumps and install alum grating 2100 inhouseTotal $2,10010% Contingency $21010% Engineering, Permitting, Admin Fees $210Total Construction Cost $2,520

4WTP Sub-Basin 2009 - 2014Structural and RD I/I Problems Critical RD I/I

Structural - 30" Concrete 3 PACP score and 18" VCP eval TV Inspection - 0 PACP scores

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsAdditional TV Inspection and Analysis 1 LS 35000 $35,000Replace 30-inch Concrete pipe with 30-inch PVC 2221 LF 125 $277,625New 5' diameter manholes 8 EA 4250 $34,000Pipeburst VCP piping (could potentially use CIPP but don't know until do more study 18000 LF 105 $1,890,000

check size - most appear less 12"$

Rehabilitation CIP4

Line manholes estimate 40 EA 1600 $64,000Bypass Pumping 24 Wk 1250 30000


LS4005 2014 - 2019Overall Condition 2 Station scheduled to come offline when build yellow Interceptor Stantec project - once change LS4006, 4028 and 4048 around for Future will Deficiencies: need to change this station also because flow will drop off and will be oversized - put as part of Future CIP

Electrical service is only large enough to run 1 pumpAt 4 pm pumps cycle on for 2 minutes then off for 6 minutesReceive flow from LS4048, 4028, and 4006 directlyNot enough storage - pumps are short cyclingVFDs could reduce short cycling - since visit VFD has been installedIf there is a problem at the station and pumps go down they only haveapproximately 30 minutes to figure out the problem before start overflowsRecently blew a fuse at the LS and caused levels to rise - visible in new outside wetwell - fuse was in old panel - now gone

Construction Cost to Rehabilitate Engineer's Opinion of Construction CostsRelocate automatic transfer switch to achieve working clearances (separated out - install 2 emergency battery back-up light fixtures) 7200

Total $7,20010% C ti $72010% Contingency $72010% Engineering, Permitting, Admin Fees $720Total Construction Cost $8,640

4005 Sub-BasinStructural and RD I/I Problems Negligible RD I/I

Structural -reviewed JRGO 30" CIPP - 0 PACP Structural, 0 PACP Oper

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs1 LS 0 $0

Total $010% Contingency $010% Engineering, Permitting, Admin Fees $0Total Construction Cost $0

LS4006 2009 - 2014Overall Condition 4 Station scheduled to come offline when build yellow Stantec project - but won't be taking off line under master planDeficiencies: Liner/coating in wetwell flakes right off - poor condition

Guide rails have some corrosion - especially at the bottom - took off list per JWSC; is housekeepingDIP discharge piping and 90 degree bends (especially) are very badly corrodedLot of debris floating near pump - looks like chunk of linerStrong odor and H2S taken care of per JWSC 2009Strong odor and H2S - taken care of per JWSC 2009Very bad corrosionWater hammer on Pump #3 when pump shuts off/on check valve - all check valves rebuilt in 2009Packing nut on Check Valve #1 leaking (just needs to be tightened)Pump #3 check and isolation valves have significant corrosion - rebuilt all check valves 2009Manhole on site has ARV - very badly corroded

Construction Cost to Rehabilitate Engineer's Opinion of Construction Costs(separated out - Install conduit seals between disconnect switches and wetwell) 0 inhouseReplace DIP discharge piping and 90 degree bends in wetwell with 316 SS 9000 do need if about to demolish station? Use DIP? 16" $90/LF to install WM DIPLine/coat wetwell 175000 use $750 per 16" 90 bendOne pump needs new motor starterBypass Pumping for Coating, etc. 4 wks 2750 $11,000


Rehabilitation CIP4

4006 Sub-Basin 2014 - 2019 RD I/I - further TV inspectionStructural and RD I/I Problems RD I/I - negative

Structural - No JRGO eval; similar to 4021 - VCP 0 PACP Structural/ 4 PACP OperMTS gravity is 21" VCP - 1397 LF and 24" VCP - 5379 LF

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsAdditional TV Inspection and Analysis 1 LS 15000 $15,000


4006 Sub-Basin 2024 - 2029 Eliminated this because are all 0 scores - no defective appearance - not likely to need rehab in 20 yearsStructural and RD I/I Problems RD I/I - negative

Structural - No JRGO eval; similar to 4021 - VCP 0 PACP Structural/ 4 PACP OperMTS gravity is 21" VCP - 1397 LF and 24" VCP - 5379 LF

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsRemove and replace 21" VCP with 24" gravity sewer 1397 LF 115 $160,655Remove and replace 24" VCP with 24" gravity sewer 5379 LF 140 $753,060Install new 4' diameter manholes with liner/coating 23 EA 3450 $77,924Bypass Pumping 16 Wk 1500 24000

Total $1,015,639$

Rehabilitation CIP5

10% Contingency $101,56410% Engineering, Permitting, Admin Fees $101,564Total Construction Cost $1,218,767



Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsAdditional TV Inspection and Analysis 1 LS 7500 $7,500Pipeburst VCP/Unknown piping (could potentially use CIPP but don't know until do more study 2099 LF 85 $178,415

check size - most appear 8"Line manholes estimate 7 EA 1600 $11,195Bypass Pumping 6 Wk 1250 7500



St t l N j itStructural - No major gravity sewer




LS 4017 2009 - 2014Overall Condition 2 Station scheduled to go away with Stantec project - can put in as later rehabDeficiencies: Strong odors (when hatch open) - have had some complaints - has been handled 2009 per JWSC

Concrete/cementitious liner in wetwell is sagging but appears in tactIs 6" strip around bottom of wetwell (about 1' below overflow)where appears may be exposed concrete (difficult to tell)Some debris/grease in pump well (not too bad)Guide rail brackets completely corroded at top wetwell - not available in SSDI 90 bend on pump discharge all corroded flanges in bad conditionDI 90 bend on pump discharge all corroded - flanges in bad condition

Construction Cost to Rehabilitate Engineer's Opinion of Construction Costs(separated out - Install conduit seals between control panel and wetwell); replace 3 KVA transformer 500 inhouseReplace duplex guide rail brackets 316 SS 450 inhouse duplex stationReplace corroded 8" DI 90 degree bends 1000 use $500 per DI 90 bend

Total $1,95010% Contingency $19510% Engineering, Permitting, Admin Fees $195Total Construction Cost $2,340

Rehabilitation CIP5

LS 4017/4017 Sub-Basin 2014 - 2019Only 40 gpm change in flow over future - consider this rehab - on Stantec projects to come outNo upgrades necessary for future expansionAs part of future development will be dropping gravity along 2nd Street - should be able to pick this LS4017 flow up by gravity 0-5 yr 940 gpm

Structural and RD I/I Problems High RD I/I 5-10 yr 940 gpmStructural - 12" VCP TV inspection eval - 2 PACP scores 10-15 yr 940 gpmPipe not likely to fail for 20 years 15-20 yr 940 gpmWill be demolishing station so will remove replace major gravity sewer piping to relay slope 20+ 940 gpm

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsDemolish existing LS 4017 1 LS 85000 85000Various Bypass pumping 36 wk 1500 54000Install new 12" PVC gravity sewer 0.22% slope mid way to 2nd St & Altama/MLK and remove existing gravity 2100 LF 95 199500 depending on depth price may need changeInstall new 15" PVC gravity sewer 0.15% slope to 2nd St & Altama/MLK and remove existing gravity 2100 LF 105 220500New 4' manholes with lining 18 Ea 2850 51300Abandon Existing 8" forcemain 4200 LF 5 21000Additional TV Inspection and Analysis 1 LS 50000 $50,000Pipeburst VCP piping (could potentially use CIPP but don't know until do more study) 12052 LF 85 $1,024,392

check size - most appear 8"Line manholes estimate 40 EA 1600 $64,000

Rehabilitation CIP6

Total Construction Cost $1,769,69210% Contingency $176,96915% Engineering Fees $265,454Total Construction Cost $2,212,115

Priority not high to remove station and put to gravitycan put to gravity will need approximately half of length to be 12" gravity and half to be 15" gravitymax flow from LS4017 is about 940 gpmHave N/S/E inverts at wetwell per LCS - can figure out elevations of proposedApprox 4200 LF from LS4017 to corner of K Street and MLK

LS 4021 2009 - 2014 Additional commercial flow scheduled for this station - check Future CIP to get increased sizeOverall Condition 5Deficiencies: Pumps vibrate/rattle a lot

Extreme vibration on the discharge lineGuards on belts are corroding and paint is peelingWetwell has bricked top section - approximately 3' highGrout gone between all the bricksConcrete (rectangular) wetwell below - concrete completely deterioratedC t i fl ff / d l ki fl k i ht ffConcrete is fluffy/sandy looking; flakes right offSome corrosion on one of the suction lines outside building; 90 degree bends badly corrodedCorrosion under SCADA antenae and concrete padErosion toward drivewayDischarge manhole (has liner) is badly deterioratedSome corrosion on 1 pump suction

Construction Cost to Rehabilitate Engineer's Opinion of Construction CostsElectrical associated with new lift station 50000Install new submersible triplex pump station - approximately 20 Hp pumps for 2475 gpm capacity 300000 use LS22 on SSI as sample $200k - but these larger, more difficult site by sonicAbandon existing pump station wetwell/building 40000 bypass pump $2000/wkInstall new 12" forcemain 250 LF 50 12500 25000 to abandon existing fill full of concrete/rubble or take outBypass Pumping 6 wks 2000 12000Install new 24" gravity sewer from receiving manhole to new wetwell 75 LF 150 $11,250 2762 gpmInstall 2 new 4' manholes with liners 2 EA 2850 5700 2478 gpm base flowAbandon existing 8" forcemain 50 LF 5 $250Remove existing discharge manhole 1 EA 2000 2000 1500 gpm existing duplex station capacity


4021 Sub Basin 2014 20194021 Sub-Basin 2014 - 2019Structural and RD I/I Problems High RD I/I

Structural - 8" VCP 0 PACP Structural/4 PACP Oper; 12" PVC - 0 PACP Structural/2 PACP Opermajority of MTS gravity is 12" PVC 1014 LF; 18" VCP 6385 LF

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsAdditional TV Inspection and Analysis 1 LS 15000 $15,000Pipeburst 8" and 10" VCP, CIP, and Concrete piping (could potentially use CIPP but don't know until do more study 2383 LF 85 $202,527

check sizesLine manholes estimate 8 EA 1600 $12,709Pipeburst 18" VCP piping (could potentially use CIPP but don't know until do more study 2128 LF 185 $393,742



Rehabilitation CIP6

4022 Sub-Basin 2009 - 2014Structural and RD I/I Problems Critical RD I/I

Structural - No Major GravityTrans

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsAdditional TV Inspection and Analysis 1 LS 7500 $7,500Pipeburst VCP piping (could potentially use CIPP but don't know until do more study) 3250 LF 85 $276,250

check size - most appear less 12"Line manholes estimate 11 EA 1600 $17,600Bypass Pumping 4 Wk 1250 5000


LS 4023 2014 - 2019Overall Condition 2Deficiencies: Cover on valve vault corroded - coating peeling off - need to replace

Chemical feed line (sodium nitrate) dripping down fiberglass insert - is corroding linerDI 90 bends at top of discharge piping in wetwell badly corroded - have been replaced 2009Seal around pipe penetrations in wetwell is peeling off - I/I potential -fiberglass liner

Rehabilitation CIP7

Some of the stainless steel hooks on cable rack bent/corrodedRound wetwell with square concrete top and hatch - lot of corrosion around hatchWetwell top under concrete around hatch looks like plywood/fiberglass with cutout - all coating peeling around topCorrosion on control panels

Construction Cost to Rehabilitate Engineer's Opinion of Construction CostsRelocated disconnect switch and utility meter for working clearance; (separated out - install conduit seals between control panel and wetwell) 600New Valve vault cover 150Seals around pipe penetrations of liner need to be rehabbed 3750New stainless steel cable rack 300Install new precast top slab with hatch for 6' dia wetwell 2750

Total 755010% Contingency $75510% Engineering, Permitting, Admin Fees $755Total Construction Cost $9,060



C t ti C t f E i N U it C t/U it E i ' O i i f C t ti C tConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsAdditional TV Inspection and Analysis 1 LS 15000 $15,000Pipeburst VCP, CIP, Unknown piping (could potentially use CIPP but don't know until do more study 5131 LF 85 $436,173



4027 Sub-Basin 2024 - 2029Structural and RD I/I Problems Low RD I/I



check size - assume most 8"20000 LF in total basin but about 7500 LF of VCP - rest PVCLine manholes estimate - only need 10 added 25 more because may be source of inflow 35 EA 1600 $56,000Bypass Pumping 12 Wk 1250 15000Bypass Pumping 12 Wk 1250 15000


Rehabilitation CIP7

LS 4028 2014 - 2019Overall Condition 3Deficiencies: Some corrosion on guide rails (not severe)

Significant amount of grease/pucky in waterLot of debris up on discharge 90 degree bends - had overflows/high levelsLot of corrosion on 12" DI fittingsCheck and plug valves have significant amount of corrosionCored hole in top of wetwell (PVC pipe for transducer) is trip hazardCoating (coal tar) on piping in valve vault is corroding/peelingSignificant corrosion of liner around pump-on/storage volume elevationsStrong Odors - 2009 JWSC staff indicate has been controlled by upstream chemical addition

Construction Cost to Rehabilitate Engineer's Opinion of Construction Costs(Separated out - Install conduit seals between control panel and wetwell) 0Replace 12" DI fittings with 316 SS fittings 3300 triplex station use $675 per bend for DIReplace 12" check valves 11250 inhouseReplace 12" plug valves 8550 inhouseReplace 12" DI piping in valve vault 3150 $70/LFPlug hole cored in wet well 100Bypass Pumping 4 wks 1750 7000Install new coating in wet well 175000 wetwell 21.5' deep; approx 15'x14' estimate - based on utah/hollybrook PS

Total $208,350 - was $167k I think$

Rehabilitation CIP8

10% Contingency $20,83510% Engineering, Permitting, Admin Fees $20,835Total Construction Cost $250,020






LS 4035 2014 - 2019Overall Condition 2D fi i i W t ll h d b i h d il f hi h l l (G H d ill h l d)Deficiencies: Wetwell has debris on handrails from high level (G. Hernandez will have cleaned)

All pump volutes have some corrosion from seal water systemGroundwater leak by seal water pumpCan not operate Pump #1 - too much debris/dirt - would lose prime - 2009 per JWSC staff operates nowCan operate Pumps #2 and #3Pump supports corroding but concrete pad ok conditionPump #2 and #3 check valves have significant corrosionWetwell full of debris from 9th Street cavein - will bring in vacuum truck after 9th Street finishedMotor control center obsolete Westinghouse - replace in near future - per JWSC staff only use breakers and motor starter if across line; rest empty

Construction Cost to Rehabilitate Engineer's Opinion of Construction CostsElectrical (separated out - battery backup lights) 0Clean/sandblast and repaint pumps, valves, and suction discharge piping 12000


Rehabilitation CIP8

4035 Sub-Basin 2009 - 2014Structural and RD I/I Problems Critical

correct - are 13,909 LF of 30" concrete listed in GIS - about 2000 LF have been rehabbedmany sections of 30" with negative slopes; structural defects; probably offset joints

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsAdditional TV Inspection and Analysis 1 LS 25000 $25,000Replace 30-inch Concrete pipe with 30-inch PVC (10' - 15' depth) 11900 LF 125 $1,487,500New 5' diameter manholes (10' - 15' depth) 40 EA 4250 $170,000Remove existing 30-inch Concrete pipe 11900 LF 20 $238,000Slipline 30-inch Concrete pipe with 28-inch ID slipline 2000 LF 120 $240,000Pipeburst/CIPP VCP piping - 12", 15", 18" 5700 LF 85 $484,500

check sizeLine manholes estimate 23 EA 1600 $36,800Bypass Pumping 30 Wk 2000 60000


LS 4036 2014 - 2019Overall Condition 2

Rehabilitation CIP9

Deficiencies: Pump support is very corrodedSuction is corrodedNo seal water drain - no need all on mechanical seals nowComplaints about odor - 2009 JWSC staff says taken care of by chemical addition upstream

Construction Cost to Rehabilitate Engineer's Opinion of Construction CostsElectrical (battery backup lights - separated out) 0Clean/sandblast and repaint pumps, pump supports and suction (as necessary) 7200

Total $7,20010% Contingency $72010% Engineering, Permitting, Admin Fees $720Total Construction Cost $8,640

4036 Sub-Basin 2014 - 2019 For StructuralStructural and RD I/I Problems Low RD I/I

Structural - 15/18 VC/DI/CI - 3 PACP Structural/4 PACP Oper; 24/30 PVC - 0 PACP Structural/3 PACP OperIn 10 yr Future CIP are upgrading 18" to 24" and 24" and 30" to 36"

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsAdditional TV Inspection and Analysis 1 LS 7500 $7,500Pi b t 15" d 18" VCP i i ( ld t ti ll CIPP b t d 't k til d t d 2350 LF 165 $387 750Pipeburst 15" and 18" VCP piping (could potentially use CIPP but don't know until do more study 2350 LF 165 $387,750Line manholes estimate 8 EA 1750 $13,708Remove 24- and 30-inch VCP and replace with 30" PVC (16 - 18' depth) 4800 LF 245 $1,176,000New 5' diameter manholes with liner/coating 12 EA 6250 $75,000Bypass Pumping 24 Wk 1900 45600

Total $1,705,55810% Contingency $170,55610% Engineering, Permitting, Admin Fees $170,556Total Construction Cost $2,046,6704036 Sub-Basin 2024 - 2029 For RD I/IStructural and RD I/I Problems Low RD I/I

Structural - 15/18 VC/DI/CI - 3 PACP Structural/4 PACP Oper; 24/30 PVC/VCP - 0 PACP Structural/3 PACP OperHandle in rehab CIP 2014 - 2019


check size - assume most 8"There are approximately 13,000 LF of VCP piping in the basin - much was rehabbed under structural repairs - for major - about 7000 LFLine manholes estimate - only need 6 added 24 more because may be source of inflow 30 EA 1600 $48,000Bypass Pumping 8 Wk 1900 15200

Total $226 647Total $226,64710% Contingency $22,66510% Engineering, Permitting, Admin Fees $22,665Total Construction Cost $271,976LS 4039 2014 - 2019Overall Condition 3Deficiencies: 8" DI pipe in wetwell is corroded

Significant grease problemall electrical systems deteriorated by H2S - JWSC wants to upgrade/rewire

Construction Cost to Rehabilitate Engineer's Opinion of Construction CostsSeparated out - Install conduit seals between control panel and wetwell 0Electrical systems and panels upgrades and rewiring 20000Replace 8" DI pipe with 316 SS piping 6900 est $900 per bend for 316 ss; est $95/ft for 316 ss sch 10Bypass Pumping 2 wks 2500 5000


Rehabilitation CIP9


Structural - reviewed PVC, VCP, DIP - all 0 PACP structural

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsAdditional TV Inspection and Analysis 1 LS 10000 $10,000Pipeburst VCP/DIP piping (could potentially use CIPP but don't know until do more study) 4794 LF 105 $503,370

check sizeremoved all that will be rehabbed under the LS4109 project and pipebursting

Line manholes estimate - only need 16 added 16 more because may be source inflow 32 EA 1600 $51,200Bypass Pumping 12 Wk 1500 18000




Rehabilitation CIP10


check size - assume most 8"Line manholes estimate - only need 13 added 25 more because may be source of inflow 38 EA 1600 $60,800Bypass Pumping 10 Wk 1250 12500




Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsAdditional TV Inspection and Analysis 1 LS 15000 $15,000Pipeburst VCP, DIP, Unknown piping (could potentially use CIPP but don't know until do more study 2881 LF 90 $259,260

check size - most appear 8, 10, 12"Line manholes estimate 10 EA 1600 $15,360Bypass Pumping 8 Wk 1250 10000

T t l $299 620Total $299,62010% Contingency $29,96210% Engineering, Permitting, Admin Fees $29,962Total Construction Cost $359,544LS 4048 2014 - 2019Overall Condition 3

Deficiencies: Strong odors - 2009 JWSC staff indicate taken care of by upstream placement of chemicalsSpray on liner is bubbled and corroding offparticularly at pump on and storage elevationLittle rust on guide railsPiping in valve pit is badly corroded and all the paint is peeling offCorrosion around top of wetwell and lid

Construction Cost to Rehabilitate Engineer's Opinion of Construction Costsseparated out - Install conduit seals between control panel and wetwell 0Replace 12" DI fittings with 316 SS fittings 3300 triplex station use $675 per bend for DIReplace 12" check valves 11250 inhouseReplace 12" plug valves 8550 inhouseReplace 12" DI piping in valve vault 3150 $70/LFBypass Pumping 6 wks 2000 12000Install new coating in wet well 175000 wetwell 21.5' deep; approx 15'x14' estimate - based on utah/hollybrook

Total $213 250 was $167k I thinkTotal $213,250 - was $167k I think10% Contingency $21,32510% Engineering, Permitting, Admin Fees $21,325Total Construction Cost $255,900


4048 Sub-Basin 2009 - 2014 RD I/IStructural and RD I/I Problems High RD I/I

Structural - 8" Concrete TV inspection eval - 3 PACP scores; 8 and 10" PVC TV Inspection eval - 0 PACP scores7675 LF of 27/30" DIP - unlikely 27" is DIP - not slated to upsize until 20 year - put structural improvements in 2014-2019 based on condition of 4002

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsAdditional TV Inspection and Analysis 1 LS 50000 $50,000Pipeburst VCP piping (could potentially use CIPP but don't know until do more study) 11090 LF 85 $942,650


Total $1,081,31710% Contingency $108,13210% Engineering, Permitting, Admin Fees $108,132Total Construction Cost $1,297,5804048 Sub-Basin 2014 - 2019 StructuralStructural and RD I/I Problems High RD I/I - rehab 2009 - 2014

Structural - 8" Concrete TV inspection eval - 3 PACP scores; 8 and 10" PVC TV Inspection eval - 0 PACP scores7675 LF of 27/30" DIP - unlikely 27" is DIP - not slated to upsize until 20 year - put structural improvements in 2014-2019 based on condition of 4002

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsAdditional TV Inspection and Analysis 1 LS 15000 $15,000CIPP 30" DIP 3838 LF 120 $460,500

$



Total $527,48310% Contingency $52,74810% Engineering, Permitting, Admin Fees $52,748Total Construction Cost $632,9804056 Sub-Basin 2024 - 2029Structural and RD I/I Problems Low RD I/I


Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsAdditional TV Inspection and Analysis 1 LS 15000 $15,000Pipeburst PVC piping (could potentially use CIPP but don't know until do more study 2931 LF 85 $249,093


Total $332,59310% Contingency $33,25910% Engineering, Permitting, Admin Fees $33,259Total Construction Cost $399,111LS 4105 2009 - 2014 Was designed - problems with design; awaiting MP resultsO ll C diti 4Overall Condition 4Deficiencies: Check valve leaking - significantly when pump is on

Pipes and valves in valve vault are corroded significantlyJ-tube end has been corroded offGuide rails have some corrosionCoal tar coating is gone - groundwater leaksRebar is exposed on top of wet well slab near hatchWetwell top slab is off set and above grade with the grout and seal chipping off

Construction Cost to Rehabilitate Engineer's Opinion of Construction CostsReplace main disconnect, manual transfer switch, and disconnect with generator receptacle;(separated out - install conduit seals between control panel and wetwell) 4200Replace 6" check valves 3750 est at $1875 eachReplace 6" plug valves 2400 est at $1200 eachReplace 6" DI in valve vault 1500 est at $50/LFReplace J-tube with HDPE J-tube and Core Wetwell 1200 estReplace guide rails with 316 SS 2200Replace 6" DI in wetwell with HDPE/316 SS 5800 est $500 per bend for 316 ss; est $80/LF for 316 ss sch 10Install coating/liner in wet well 35000 est based on bid tabsSet new precast top slab for 6' dia wet wel 5500 inhouseBypass pumping 9600 est at 1200/wk est 2monthsRebuild pumps/panels 25000

Total $96,15010% Contingency $9 615 25000 to abandon existing fill full of concrete/rubble or take out10% Contingency $9,615 25000 to abandon existing fill full of concrete/rubble or take out10% Engineering, Permitting, Admin Fees $9,615Total Construction Cost $115,380



majority of sub-basin is PVC; approx 3000 LF of VCP and UnknownStructural - No JRGO eval; similar to 4107 JRGO 15" PVC - 0/5 PACP struct/oper and 12" PVC 0/4 PACP struct/operMTS gravity is 5070 LF of 15" PVC

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsAdditional TV Inspection and Analysis 1 LS 12500 $12,500Pipeburst VCP/Unknown piping (could potentially use CIPP but don't know until do more study) 1926 LF 85 $163,710

check size - most appear 8"; also a lot of 12" and 15"Line manholes estimate - only need about 6 but added 18 more because may be source of inflow 24 EA 1600 $38,400Bypass Pumping 16 Wk 1500 24000


LS 4107 2014 - 2019Overall Condition 3Deficiencies: Hatch not set flush on wetwell - locked but gap allowing odors to escape

Opening/crack in concrete around j tube


Corrosion on pipes in valve vault from ground waterExcessive standing water in valve pitCoal tar coating is coming off of interior of wet wellControl panel frame is leaningMild corrosion on guide rails and DI pipes in wetwellValves will not close

Construction Cost to Rehabilitate Engineer's Opinion of Construction CostsReplace main disconnect, manual transfer switch, and disconnect with generator receptacle;(separated out - install conduit seals between control panel and wetwell) 4200Clear/clean/rehab drain line in valve vault 250 in houseClean/sandblast and repaint piping and valves in valve vault 3750 estReplace 6" plug valves in valve vault 2400 est at $1200 eachInstall coating/liner in wet well 35000 est based on bid tabsBypass Pumping 9600 est at 1200/wk est 2months

Total $55,20010% Contingency $5,520 25000 to abandon existing fill full of concrete/rubble or take out10% Engineering, Permitting, Admin Fees $5,520Total Construction Cost $66,240

4107 Sub-Basin 2019 - 2024 All but 550 LF of the 28,000 LF is PVC - poor construction cause RD I/I?Structural and RD I/I Problems Medium RD I/I

Structural - JRGO 15" PVC 0 PACP Structural; 5 PACP Operational; 12" PVC 0 PACP Structural; 4 PACP OperationalM j it i t f l t d th 5 F t CIPMajor gravity is set for replacement under the 5 yr Future CIP


check size - most appear 8"; MTS is 12" and 15"Line manholes estimate - only need about 12 but add more because may be cause inflow 24 EA 1600 $38,400Bypass Pumping 8 Wk 1250 10000 10-15 yr 7099 gpm

Total $361,75010% Contingency $36,17510% Engineering, Permitting, Admin Fees $36,175Total Construction Cost $434,100LS 4109 Construction has already been done. Not Included in CIPOverall Condition PoorDeficiencies: Guiderails about to collapse due to amount of corrosion

Bad corrosion on discharging pipeFluffy corrosion over influent pipe in wetwell

Construction Cost to Rehabilitate Engineer's Opinion of Construction CostsElectrical 2100Install new submersible pump station with 5 Hp pumps (not address future growth) 225000 use SSI LS2022 as guide $200k plus add for rehab wetwell to mh and 2nd pumpRehab existing wet well in to manhole 15000Bypass pumping 36000 bypass pumping est at $1500/wk est 6 months for construction

Total $278 100Total $278,10010% Contingency $27,81010% Engineering, Permitting, Admin Fees $27,810Total Construction Cost $333,720




Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsAdditional TV Inspection and Analysis 1 LS 10000 $10,000Pipeburst PVC/Unknown piping (could potentially use CIPP but don't know until do more study 2134 LF 85 $181,418


Total $252,61810% Contingency $25,26210% Engineering, Permitting, Admin Fees $25,262Total Construction Cost $303,142LS 4110 2014 - 2019Overall Condition 2Deficiencies: DI pipes severely corroded in wetwell & valve vault

Erosion on site (mainly around bypass and gate) Corrosion in valve vault due to standing water - clear drainNeeds to be repaved & put gravel downHose bibbs from well are corroded


Construction Cost to Rehabilitate Engineer's Opinion of Construction Costs(separated out - Install conduit seals between control panel and wetwell) 0Replace 6" DIP discharge piping and bends in wet well with 6" 316 SS 5800 est $500 per bend for 316 ss; est $80/LF for 316 ss sch 10Clean/sandblast and repaint piping and valves in valve vault 3750 estClear/clean/rehab drain line in valve vault 250 in houseBypass Pumping 3400 est $1700/wk for 2 wksRegrade areas of site and put down additional gravel 3130 est 30'x30' site 8.333333 est gravel at $70/cy





check size - assume most 8"Li h l ti t l d 30 dd d 30 b b f i fl 60 EA 1600 $96 000Line manholes estimate - only need 30 added 30 more because may be source of inflow 60 EA 1600 $96,000Bypass Pumping 10 Wk 1250 12500

Total $876,49810% Contingency $87,65010% Engineering, Permitting, Admin Fees $87,650Total Construction Cost $1,051,798LS 4118 2009 - 2014Overall Condition 1Deficiencies: HDPE liner - one of electrical pipe penetration seal is bad

Little rust on DI discharge pipe in wet wellConstruction Cost to Rehabilitate Engineer's Opinion of Construction Costs

(separated out - Install conduit seals between control panel and wetwell) 0Rehab bad seal around electrical conduit in HDPE liner - hydraulic cement from outside 1750 any chance under warranty? per TT is what did Neptune Beach -

Total $1,750 inject hydraulic cement from outside of ww - 10% Contingency $175 cement reacts with water; approx $2500/each10% Engineering, Permitting, Admin Fees $175Total Construction Cost $2,100


Structural not reviewed TV but PVC and negligible RD I/I imply no problemsStructural -not reviewed TV but PVC and negligible RD I/I - imply no problems




LS 4119 2014 - 2019Overall Condition 1Deficiencies: HDPE seals are not too bad, but appears to be some inflow around

pump discharge penetration (Ramneck is bleeding thru)Corrosion on some DI piping in wetwell

Construction Cost to Rehabilitate Engineer's Opinion of Construction Costs(separated out - Install conduit seals between control panel and wetwell) 0





check size - assume most 8"$


Line manholes estimate - only need 10 added 25 more because may be source of inflow 35 EA 1600 $56,000Bypass Pumping 10 Wk 1250 12500

Total $328,31410% Contingency $32,83110% Engineering, Permitting, Admin Fees $32,831Total Construction Cost $393,9774124 Sub-Basin 2009 - 2014Structural and RD I/I Problems High RD I/I

Structural - No Major GravityTrans

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsAdditional TV Inspection and Analysis 1 LS 4500 $4,500CIPP PVC Pipe - appears poor construction (may need Pipeburst but unlikely) 3537 LF 45 $159,150


Total $190,35010% Contingency $19,03510% Engineering, Permitting, Admin Fees $19,035Total Construction Cost $228,420LS 4126 2009 - 2014O ll C diti 1Overall Condition 1Deficiencies: HDPE seams on some pipe penetration allow leaks - not too bad

Construction Cost to Rehabilitate Engineer's Opinion of Construction CostsSeparated out - Install conduit seals between control panel and wetwell 0



Structural -not reviewed TV but similar to 4118 which has offset joints, 1 PACP structural score

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsAdditional TV Inspection and Analysis 1 LS 5500 $5,500CIPP 8" PVC piping 2081 LF 45 $93,660

check sizeLine manholes estimate 7 EA 1600 $11,200Bypass Pumping 6 Wk 1200 7200



LS 4127 2014 - 2019Overall Condition 1Deficiencies: Some issues with pipe penetration seals @ wetwell liner with potential for I&I (some showing)

Flow monitor in vault is full of ground waterConstruction Cost to Rehabilitate Engineer's Opinion of Construction Costs

Separated out - Install conduit seals between control panel and wetwell 0Repair pipe penetration seal issues by injecting hydraulic cement behind 10000 Est at $2500 for each



Structural -not reviewed TV but PVC and negligible RD I/I - imply no problems





Exit 29 WPCP

Exit 29 WPCPNew 1.5 MGD expansion currently under construction - will demolish/reuse parts of old WPCP

No additional upgrades necessary under Rehabilitation



LS 3101 Install conduit seals between control panel and wetwell; 600LS 3103 Install conduit seals between control panel and wetwell; 600LS 3114 install conduit seals between control panel and wetwell 600LS 3121 Install conduit seals between control panel and wetwell 600LS 3123 Install conduit seals between control panel and wetwell 600Total $3,00010% Contingency $30010% Engineering, Permitting, Admin Fees $300


10% Engineering, Permitting, Admin Fees $300Total Construction Cost $3,600LS 3101 2014 - 2019Overall Condition 2Deficiencies: Some corrosion on discharge pipe and guide rails where level fluctuates

Liner is peeling off @ seam near the bottom of wetwell where the storage volume & levels fluctuateWetwell liner is peeling off around discharge pipe penetrationCoating/liner in poor condition considering only 2 yrs oldLiner may have coal tar under itBottom of influent pipe looks corroded/eroded outLeads for mercury balls are not through wetwell & in conduits - they are just laid under hatch causing crimping in the lines

Construction Cost to Rehabilitate Engineer's Opinion of Construction Costsseparated out - Install conduit seals between control panel and wetwell 0Clean/sandblast and paint pipes/valves in valve pit 3250 in house?Repair liner near bottom of wetwell and pipe pens - bond new liner section? Hydraulic cement Per discussion with Ray T. 8-21-09 this is being done 0 only 2 years old - warranty?Install leads for floats through conduits (existing or core new ones) 3250 max to core wetwell and install new conduitsBypass Pumping 1700 est $1700/wk for 1 wksInfluent pipe? CIPP 5000

Total $13,20010% Contingency $1,32010% Engineering, Permitting, Admin Fees $1,32010% Engineering, Permitting, Admin Fees $1,320Total Construction Cost $15,840


Structural -not reviewed TV but HDPE and negligible RD I/I - imply no problems



LS 3103 2009 - 2014Overall Condition 4Deficiencies: No vent on wetwell

Corrosion in panelNo bypassElectric is poorpTarp over top of wetwell and electric panel (funneling gas to panel)Bad corrosion on DI pipes in wetwell & on 1 set of guide railsValves will not close

Construction Cost to Rehabilitate Engineer's Opinion of Construction CostsInstall new main disconnect switch; replace backboard with rigid galvanized steel construction supports; (separated out - install conduit seals between control panel and wetwell) 1700Core wetwell and install new HDPE J-tube vent 1200Install pump station bypass assembly 2900 600 for pipe; 700 for tee; 1000 for valve; 600 for bend/camlockReplace 1 set of 316 ss guiderails 1100Replace 6" DI discharge piping and bends in wet well with 316 ss/HDPE 5800 est $500 per bend for 316 ss; est $80/LF for 316 ss sch 10Replace 6" plug valves in valve vault 2400 est at $1200 eachClear/clean/rehab drain line in valve vault 250 in houseClean/sandblast and paint pipes/valves in valve pit 1750 in house? only small section pipe and check valvesBypass Pumping 5100 est $1700/wk for 3 wks







Total $329,22410% Contingency $32,92210% Engineering, Permitting, Admin Fees $32,922Total Construction Cost $395,069LS 3114 2009 - 2014Overall Condition 1Deficiencies: Some corrosion on top of 90 deg bend on bypass

6" discharge bypass has no suction - don't have to have oneSome corrosion on DIP discharge pipe, but can still see coating on pipe

Construction Cost to Rehabilitate Engineer's Opinion of Construction CostsSeparated out - Install conduit seals between control panel and wetwell 0




Structural -not reviewed TV but PVC and negligible RD I/I - imply no problems



LS 3121 2009 - 2014Overall Condition 2Deficiencies: No sign for LS # on gate

1 DI pipe in valve vault with a little corrosionDI i t ll h i ifi t t f iDI in wetwell has a significant amount of corrosion

Construction Cost to Rehabilitate Engineer's Opinion of Construction CostsSeparated out - Install conduit seals between control panel and wetwell 0Bypass Pumping 2400 est $1200/wk for 2 wksReplace 6" DI discharge piping and bends in wet well with 316 ss/HDPE 5800 est $500 per bend for 316 ss; est $80/LF for 316 ss sch 10

Total $8,20010% Contingency $820 25000 to abandon existing fill full of concrete/rubble or take out10% Engineering, Permitting, Admin Fees $820Total Construction Cost $9,840

LS 3123 2014 - 2019Overall Condition 2Deficiencies: Appears to be a lot of groundwater in wetwell, no influent sewage - not sealed properly

Groundwater pouring in over influent pipe - no bootI/I - looks like 5 - 10 gpm estimate

Construction Cost to Rehabilitate Engineer's Opinion of Construction Costs(Separated out - Install conduit seals between control panel and wetwell); relocate main disconnect/rotate on existing pole 500Bypass Pumping 2400 est $1200/wk for 2 wksCost prohibitive to repair seal at bottom of wetwell around influent pipe?? 5500

Total $8,40010% Contingency $84010% Contingency $84010% Engineering, Permitting, Admin Fees $840Total Construction Cost $10,080


SSI - Per Master Plan and additional comments from County Staff/United Water

March 2006 ENR Construction Index 7691.72SSI Work Recommended in SSI MP That Still Needs to Be Completed September 2009 ENR Construction Index 8585.71

Updated For September 2009 Costs

2 LS3 Improvements 2007 $325,000 in design progress $275,000

dropped based on feedback $362,774

3 LS22 Improvements 2007 $200,000 not done $223,246

1LS38 Forcemain Improvements 2007 $685,000 LS Redone 5/2007 - Not Forcemain

LS 2038Construction Cost to Rehabilitate Engineer's Opinion of Construction Costs

Install new 10" Forcemain 5400 LF 40 216000Maintain existing 6" forcemain for bypassing 0 LF 5 0

Total $216,000

Need to install 5400 LF of 10" PVC Forcemain


,10% Contingency $21,60010% Engineering, Permitting, Admin Fees $21,600Total Construction Cost $259,200

7 LS12 Improvements 2007 $170,000 Temporary (long term bypass) $189,759

SSI WPCP Gravity Sewer - SouthGravity sewer to south of WPCP along Sea Island Pkway is exceeding capacity with installation of Rehabilitation CIP UpgradesPrimarily 24-inch gravity sewer west of Frederica Drive along Sea Island ParkwayDepth of gravity varies from 10 feet near Frederica down to 5 feet at the north turn toward the WPCPNeeds to be upgraded to 30-inch gravity sewer; very difficult to construct along Sea Island Open cut constructionGravity lines in SewerCAD model (G374, G373, G372, G371, G370, and G369)Construction Cost to Rehabilitate Engineer's Opinion of Construction Costs

Construct 30-inch PVC gravity sewer (4 - 6 ft depth) 1225 LF 150 183750Abandon existing 24-inch gravity sewer (4 - 6 ft depth) and manholes 1225 LF 20 24500Construct 30-inch PVC gravity sewer (8 - 10 ft depth) 660 LF 210 138600Abandon existing 24-inch gravity sewer (8 - 10 ft depth) and manholes 660 LF 25 16500Install new 4'/5' manholes (4 - 6 ft depth) with coating/lining 5 EA 3250 16250Install new 4'/5' manholes (8 - 10 ft depth) with coating/lining 3 EA 2750 8250Bypass Pumping 20 Wk 1850 37000


LS2043 and Forcemain UpgradesLift station is located in Epworth by the Sea; located high on a mound near the waterThere are 3 lift stations (private) that pump to this lift stationDuring periods of significant rainfall the lift station becomes full and stays full even though both pumps operate continuouslyThe wet well is only about 5 feet deep and does not provide enough storage; when wet well full manholes in the system stay fullNot sure if there is additional land available in the easement area (JWSC investigating)Need to construct new, deeper wet well and higher capacity pumps - LS is on a 4-inch forcemainCurrent pumps can pump total 58 gpm @ 17.4 ftExisting flow requirements/peak influent for domestic sewer only 85 gpm (not include RD I/I)Estimate need 2.5 times the exist flow condition (85 gpm) for designNeed to install deeper wetwell as there is not enough storage volumeDischarges to manhole on 8-inch gravity line; upgrades will exceed capacity of 8-inch line; discharge 200 LF downstream to manhole on 24-inch gravityConstruction Cost to Rehabilitate Engineer's Opinion of Construction Costs

Construct new 6-ft diameter and 10 ft deep wet well and install new pumps/panel 1 LS 125000 125000Flygt NP3102, 464 imp, 162 mm, 230 V, 3 Phase Approximate Oper. Condition 250 gpm @ 28' TDH

New influent piping 1 LS 7500 7500 should be forcemains discharging to existing wwNew influent piping 1 LS 7500 7500 should be forcemains discharging to existing wwRehabilitate existing wet well in to receiving manhole 1 LS 6500 6500Install new 6-inch FM 2251 LF 30 67530Abandon existing 4-inch FM 2251 LF 5 11255Extend 6-inch FM to next downstream manhole (on 24" gravity sewer) 200 LF 40 8000 difficult construction - in roadwayCoat/Line Discharge Manhole (15' deep) 1 LS 7500 7500Bypass Pumping 24 Wk 1200 28800



10 LS13 Improvements 2008 $175,000 $195,340

6 LS42 Improvements 2007 $100,000 not done $111,623

12 LS26 Improvements 2008 $205,000 $228,827

9 LS8 Improvements 2008 $155,000 $173,015

25 LS28 Improvements 2011 $180,000 $200,921

26 LS35 Improvements 2011 $25,000 plans submitted to JWSC $27,906

5LS41 Forcemain Improvements 2007 $90,000 not done $100,460

11 LS25 Improvements 2008 $195,000 $217,664

13 LS36 Improvements 2008 $95,000 $106,042

14LS32 and Forcemain Improvements 2008 $2,340,000 $2,611,973

LS2045 was upgraded and new gravity sewer was installed along S. Harrington - however there were no recommended up grades to LS2045 under the master plan - the intent was to install a new

forcemain dedicated to LS2032 to alleviate the problems with LS2045


14 Improvements 2008 $2,340,000 $2,611,973

18LS11 Forcemain Improvements 2009 $450,000 LS Completed 5/2007 but Forcemain Not Done $502,302

LS 2011Construction Cost to Rehabilitate Engineer's Opinion of Construction Costs

Install new 8" Forcemain 4200 LF 35 147000Abandon existing 6" Forcemain 2400 LF 5 12000


15 LS57 Improvements 2009 $120,000 Owned by Sea Island - Not Included $133,947

19LS23, Forcemain, and Gravity Sewer Improvements 2009 $640,000 $714,386

20 LS29 Improvements 2010 $240,000 $267,895

LS30 and Forcemain

Need to install 4200 LF of 8" Forcemain

LS2045

22LS30 and Forcemain Improvements 2010 $1,740,000 $1,942,236

LS 2030 Forcemain Extension at SSI WPCPConstruction Cost to Rehabilitate Engineer's Opinion of Construction Costs

Install new 16" Forcemain from Current Discharge Manhole to WPCP 750 LF 55 41250Total $41,25010% Contingency $4,12510% Engineering, Permitting, Admin Fees $4,125FM Total Construction $49,500Total Construction Cost $1,991,736

23 LS54 Improvements 2011 $50,000 $55,811

24 LS1 Improvements 2011 $190,000 $212,083

27 LS40 Improvements 2011 $32,000 $35,719

28 LS51 Improvements 2011 $32,000 $35,719

29 LS53 Improvements 2011 $35,000 $39,068

Sub-Basin 5 RD I/ISub Basin 5 RD I/ICritical RD I/I

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsAdditional TV Inspection and Analysis 1 LS 40000 $40,000Pipeburst DIP piping (could potentially use CIPP but don't know until do more study) 1400 LF 105 $147,000all of DIP not sure of size so used PB price for 12"Line manholes estimate 5 EA 1600 $8,000Pipeburst PVC piping (could potentially use CIPP but don't know until do more study) 13960 LF 105 $1,465,7481/2 of PVC not sure of size so used PB price for 12"Line manholes estimate 47 EA 1600 $75,200Bypass Pumping 20 Wk 1250 25000



Sub-Basin 11 RD I/ICritical RD I/I

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsAdditional TV Inspection and Analysis 1 LS 35000 $35,000Pipeburst VCP and Truss piping (could potentially use CIPP but don't know until do more study) 8750 LF 105 $918,750

not sure of size so used PB price for 12"Line manholes estimate 30 EA 1600 $48,000Line manholes add extra as is lot of PVC pipe and problem may be inflow to mhs 20 EA 1600 $32,000Bypass Pumping 16 Wk 1250 20000


Sub-Basin 7 RD I/ICritical RD I/I

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs$


Additional TV Inspection and Analysis 1 LS 12000 $12,000Pipeburst PVC piping (could potentially use CIPP but don't know until do more study) 1060 LF 95 $100,700do all PVC due to small size of basin (1000 LF) is probably mostly 8" but may be a lot of lateralsLine manholes estimate 5 EA 1600 $8,000Bypass Pumping 1 Wk 1250 1250


Sub-Basin 19 RD I/IHigh RD I/I

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsAdditional TV Inspection and Analysis 1 LS 15000 $15,000Pipeburst PVC piping (could potentially use CIPP but don't know until do more study) 1567 LF 95 $148,833do 2/3 of PVC due to small size of basin (2350 LF) is probably mostly 8" but may be a lot of lateralsLine manholes added extra for inflow repairs 10 EA 1600 $16,000Bypass Pumping 2 Wk 1250 2500

Total $182,33310% C ti $18 23310% Contingency $18,23310% Engineering, Permitting, Admin Fees $18,233Total Construction Cost $218,800





Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsAdditional TV Inspection and Analysis 1 LS 25000 $25,000Pipeburst VCP piping (could potentially use CIPP but don't know until do more study) 9200 LF 105 $966,000all of VCP/Truss not already dnot sure of size so used PB price for 12"Line manholes estimate 31 EA 1600 $49,600Pipeburst PVC piping (could potentially use CIPP but don't know until do more study) 5833 LF 105 $612,5001/6 of PVC - don't think primenot sure of size so used PB price for 12"Line manholes added extras for inflow 30 EA 1600 $48,000Bypass Pumping 20 Wk 1250 25000



Sub-Basin 14 RD I/IMedium RD I/I



Sub-Basin 12 RD I/IMedium RD I/I


$


Pipeburst VCP piping (could potentially use CIPP but don't know until do more study) 3636 LF 95 $345,420do 1/3 of VCPLine manholes added extra for inflow repairs 20 EA 1600 $32,000Bypass Pumping 6 Wk 1250 7500


Sub-Basin 17 RD I/ILow RD I/I

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsAdditional TV Inspection and Analysis 1 LS 17500 $17,500Pipeburst VCP piping (could potentially use CIPP but don't know until do more study) 1568 LF 95 $148,960do all VCP as probably cause of RD I/I and is only 1/3of total basin footageLine manholes added extra for inflow repairs 10 EA 1600 $16,000Bypass Pumping 3 Wk 1250 3750

Total $186,21010% Contingency $18,62110% E i i P itti Ad i F $18 62110% Engineering, Permitting, Admin Fees $18,621Total Construction Cost $223,452


Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsAdditional TV Inspection and Analysis 1 LS 45000 $45,000Pipeburst VCP piping (could potentially use CIPP but don't know until do more study) 4000 LF 105 $420,000do all VCP as probably cause of RD I/I and is only 10% of total basin footageLine manholes added extra for inflow repairs 30 EA 1600 $48,000Bypass Pumping 6 Wk 1250 7500



Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsAdditional TV Inspection and Analysis 1 LS 15000 $15,000Pipeburst VCP piping (could potentially use CIPP but don't know until do more study) 1085 LF 95 $103,075do all VCP as probably cause of RD I/I and is only 1/7 of total basin footageLine manholes added extra for inflow repairs 8 EA 1600 $12,800Bypass Pumping 2 Wk 1250 2500




Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsAdditional TV Inspection and Analysis 1 LS 17500 $17,500Pipeburst PVC piping (could potentially use CIPP but don't know until do more study) 2458 LF 95 $233,542do 1/6 of PVC - whole basin is PVCLine manholes added extra for inflow repairs 20 EA 1600 $32,000Bypass Pumping 6 Wk 1250 7500




$


Pipeburst VCP piping (could potentially use CIPP but don't know until do more study) 1675 LF 95 $159,125do 1/3 of VCP piping (VCP is about 1/2 of total basin piping)Line manholes added extra for inflow repairs 20 EA 1600 $32,000Bypass Pumping 5 Wk 1250 6250



Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsAdditional TV Inspection and Analysis 1 LS 15000 $15,000Pipeburst PVC piping (could potentially use CIPP but don't know until do more study) 1510 LF 95 $143,450do 1/6 of PVC - whole basin is PVCLine manholes added extra for inflow repairs 20 EA 1600 $32,000Bypass Pumping 5 Wk 1250 6250

Total $196,70010% Contingency $19,67010% E i i P itti Ad i F $19 67010% Engineering, Permitting, Admin Fees $19,670Total Construction Cost $236,040




APPENDIX I -- COST BREAKDOWNS FOR SEWER EXPANSION CIP

0- 5 yr Expansion CIP - Handling NW Quad initially at Academy Creek WPCP5-10 years add NW WPCP

turn LS 4119turn LS 4992 (Plum Creek) and 4902 (Dover Hall)

Academy Creek WPCP System

LS 4119 System 0-5 yr 3,887.31 gpmUnder this scenario in the 5 year period will continue pumping over to LS 4118 and on to Academy Creek WWTF 5-10 yr 7,267.77 gpmhave divided the flow/basins such that even when turn LS 4119 in the 5 to 10 year period, the upgrades made from LS 4119 throughought the existing 10-15 yr 9,520.27 gpmsystem will still be necessary to serve growth (no waste capital) 15-20 yr 10,025.43 gpmthese pumps will also work for the 10 year condition when turn LS4119 to west and install 14,400 LF of 24" and push 7267 gpm 20+ 13,721.71 gpmwill need to add 4th pump and VFD, etc. in 10 yrExisting LS - duplex with design condition 320 gpm (10 Hp) @ 53' TDH with 8' dia wetwell Required flow rate 3887 gpm in 5 year; in 10 year will send to NW WPCPConstruct new Quad station - only install 3 pumps for 5 year to Academy Creek (when turn will need 4th pump)

5 year need 3 88 Hp CP3300 465 320mm pumps at 1944 gpm @ 127' TDH

Sewer Expansion 2009 - 20141

5 year need 3 - 88 Hp CP3300 465 320mm pumps at 1944 gpm @ 127' TDHPumps are too large for 2 to fit in an 8' diameter wetwell - Need a new quad wetwell

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsNew wetwell (for 4 pumps) - estimate a minimum 20' diameter wetwell 1 LS 1500000 $1,500,000Use old wetwell for new receiving manhole if can't pull line off existing receiving manholeNew pumps, panels and VFDs

CP3300 465 88 Hp, 320mm New discharge piping and valves $0Generator $0Electrical - size to serve the 160 Hp pumps for 15 yrAbandon existing wetwell as necessaryInstall new 16-inch PVC FM - along Hwy 99 9972 LF 55 $548,460Abandon existing 12-inch FM 9972 5 $49,860

Total Construction Cost $2,098,32010% Contingency $209,83215% Engineering Fees $314,748Total Cost $2,622,900

LS 4118 SystemExisting LS - duplex with design condition 700 gpm @ 40' TDH (15 Hp) with 10' dia wetwellConstruct new triplex station even after turn LS 4119 to NW WPCP in year 5 to 10 this capacity will be needed for other growth 0 5 yr 5 600 84 gpmConstruct new triplex station - even after turn LS 4119 to NW WPCP in year 5 to 10 this capacity will be needed for other growth 0-5 yr 5,600.84 gpm5 year flow approximately 5600 gpm; 10 year flow after turn LS4119 is 3522 gpm; 15 year flow is 5100 gpm 5-10 yr 3,522.72 gpm5 year need 3 - 150 Hp pumps at 2800 gpm @ 107' TDH 10-15 yr 5,098.47 gpmdowngrade pumps after turn LS4119 15-20 yr 7,008.44 gpmGravity upgrades will carry through 20 yr 20+ 12,459.44 gpm

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsInstall 36" PVC gravity sewer upstream of LS4118 to collect LS4119 (probably less 10' depth) 9200 LF 210 $1,932,000Abandon existing 12"/15" gravity sewer 9200 LF 25 $230,000New 4'/5' manholes with liner (approximately 10' deep) 33 Ea 3500 $115,500New Influent piping 1 LS 16000 $16,000New wetwell - 18' dia or approximately 18' x 15' 1 LS 230000 $230,000Rehab/Use existing wet well as storage 1 20000 $20,000New pumps, panels, and VFDs 1 325000 $325,000

Flygt CP3306 631 curve 430mm, 150 HpNew discharge piping and valves 1 75000 $75,000Bypass Pumping 16 wk 1650 $26,400 9 month construction with 4 month bypass Generator 1 85000 $85,000Electrical 1 70000 $70,000Install new 20-inch PVC FM - fairly open area 13100 LF 65 $851,500Abandon existing 10" PVC FM 13100 LF 5 $65,500

Total Construction Cost $4 041 900Total Construction Cost $4,041,90010% Contingency $404,19015% Engineering Fees $606,285Total Cost $5,052,375


LS 4110 SystemExisting LS - duplex with design condition approx 1100 gpm @ 45' TDH (88 Hp) with 8' dia wetwellRequired 5 year flow 7842gpm; 10 year flow after turn LS4119 is 6538 gpmConstruct new Quad station - will need all new wetwell because influent pipe comes in below pump on in LS4110 now 0-5 yr 7,841.83 gpm5 year needs 4 - 150 Hp ABS pumps at 2614 gpm @ 112' TDH 5-10 yr 6,538.36 gpm

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 10-15 yr 8,217.74 gpmInstall new wetwell/submersible pump station 1 LS 450000 450000 15-20 yr 10,217.76 gpmNew Influent 1 LS 50000 50000 20+ 12,459.44 gpmNew pumps, panels and VFDs 1 LS 325000 325000New discharge piping and valves 1 LS 125000 125000 WW is already 35' deep so new WW will have to be Use existing wetwell as storage/receiving manhole 1 LS 25000 25000 deeper to alleviate problem with gravity sewer that surchargesBypass Pumping 20 Wk 1850 37000 9 month construction with 5 month bypass Generator 1 LS 95000 95000Electrical 1 LS 175000 175000Install new 24" PVC FM (exist is 8" and 12") - majority of installation is open land 15400 LF 70 1078000Abandon existing 8"/12" FM 15400 LS 5 77000



$ , ,

LS 4109 System Already Under Construction - Removed from CIP - Completed May 2009Existing LS - duplex with design condition 225 @ 42' TDH (5 Hp) with 6' dia wetwell 0-5 yr 811.00 gpmIn very poor shape - needs to be replaced 5-10 yr 811.00 gpm5 yr flow 811 gpm; 10 yr flow is same 10-15 yr 811.00 gpmInstall new triplex (only need duplex) LS as per JJG design - with new 8" FM achieve approx 800 gpm per pump 15-20 yr 921.00 gpm assume adding in septic flow

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 20+ 921.00 gpmConstruct new 12' dia triplex (with 2 installed) LS 1 LS 125000 125000Rehab existing wetwell for storage 1 LS 15000 15000

VFDs? New 47 Hp pumps, panels and VFDs 1 LS 65000 65000New discharge piping and valves 1 LS 22500 22500Bypass Pumping 24 Wk 1200 28800 est at $1200/wk est 6 months for constructionElectrical 1 LS 17500 17500Install new 8-inch PVC FM 6600 LF 30 198000Abandon existing 6" FM 6600 5 33000Pipeburst from 8" gravity to 12" gravity 3150 LF 85 267750

Total Construction Cost $772,55010% Contingency $77,25515% Engineering Fees $115,883Total Construction Cost $965,688$ ,

LS 4039 SystemExisting LS - triplex with design condition 1290 gpm @ 46 TDH (25 Hp) with 10' wetwell 0-5 yr 9,158.99 gpm5 yr flow approx 9159 gpm; 10 yr flow approx 8079 gpm 5-10 yr 8,078.93 gpmConstruct new quad station - use existing wetwell (good condition) for 2 of pumps install new wetwell for other 2 10-15 yr 9,758.31 gpm5 year needs 4 - 90 Hp pumps at 3053 gpm @ 87' TDH - Flygt CP3300 640 Curve 403 imp. 15-20 yr 11,868.33 gpm

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 20+ 18,162.71 gpmNew 10' dia wetwell for 2 pumps 1 LS 150000 $150,000Reuse existing 10' dia wetwell for 2 pumps 1 LS 55000 $55,000Influent flow splitting 1 LS 45000 $45,000New triplex pumps, panels and VFDs 1 LS 195000 $195,000

Flygt CP3300 640 curve 403 mm, 90 HpNew discharge piping and valves 1 LS 60000 $60,000Bypass Pumping 20 wks 1700 $34,000 9 month construction with 5 month bypass Generator 1 LS 70000 $70,000Electrical 1 LS 75000 $75,000Install new 24" PVC FM 9160 LF 95 $870,200 installation a little tightAbandon existing 12" FM 9160 LF 5 $45,800Upgrade parshall flume size/capacity (100 LF gravity and manholes) 1 LS 50000 $50,000

Total Construction Cost $1,650,000Total Construction Cost $1,650,00010% Contingency $165,00015% Engineering Fees $247,500Total Construction Cost $2,062,500


LS 4048 SystemExisting LS - triplex with design condition approx 1700 gpm @ 30' TDH (35 Hp) wetwell is 14.8 by 15.3 feet 5 yr flow approx 10,256 gpm; 10 yr flow approx 9176 gpm; 15 yr flow approx 10,855 gpm 0-5 yr 10,529.34 gpmConstruct new Quad station - new 125 Hp pumps with 3510 gpm @ 96' TDH ABS 2501, 6 Pole 5-10 yr 9,449.27 gpmPut in new forcemain dedicated to LS4048 will run 24" parallel to 16" from LS4048 to LS4028; then after LS4028 will run a 30" 10-15 yr 11,128.65 gpmLS4028 will continue to pump down to LS4006 through existing fm where it will discharge to LS4006 for repumping 15-20 yr 13,238.67 gpmSite is large and isolated - probably enough land 20+ 19,533.06 gpmGravity upgrades should carry through 15 yr; need upgrades in 20 yr

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsRemove/Replace 2 sections of 30" influent gravity sewer/neg slope (MH40480040 to MH40480060) with 42" g 800 LF 300 $240,000 is along major road and potentially very difficultNew 5'/6' Manholes with Liner/Coating (12' depth) 2 EA 3850 $7,700 is along major road and potentially very difficultRemove and Replace 27" with 42" gravity (approx 10' deep) (MH40480200 to MH40480070) 4800 LF 300 $1,440,000Remove and replace 27" gravity (neg slope) with 42" gravity sewer 375 LF 250 $93,750 away from roadNew 5'/6' diameter manhole with liner/coating (10' deep) 15 EA 3570 $53,550 away from roadAbandon existing lift station 1 LS 55000 $55,000New quad lift station 1 LS 430000 $430,000 need to size station large enough for ABS AFP3001, 6 Pole 215 Hp pumps in yr 15New pumps, panels, and VFDs 1 LS 325000 $325,000 Pumps are 36" wide and need min. opening of 64"New discharge piping and valves 1 LS 125000 $125,000 192 inches wide min 16Bypass Pumping - 9 month construction with 4 month bypass 24 Wks 1850 $44,400 Minimum 20' x 20' - gives enough room to quiessce flowElectrical 1 LS 175000 $175,000


Generator 1 LS 95000 $95,000 Install new 24" PVC FM (from LS 4048 to LS 4028) 3285 LF 65 $213,525Install new 24" PVC FM from LS4048 to LS4028 - parallel existing 16" FM 3285 LF 100 $328,500 difficult installation - tight fitInstall new 30" PVC FM (from LS 4028 to terminate at Altama and 2nd St) 11800 LF 115 $1,357,000 based on bid tab Use existing 16" also and have equivalent pipe capacity for the 11500 gpm


LS 4028No upgrades to LS 4028 actual station are necessary - LS4048 will be separated off and put on new dedicated forcemain 0-5 yr 1,391.73 gpmBase flow 1320 gpm; 5-year and beyond is 1392 gpm 5-10 yr 1,391.73 gpmLS4028 will continue to pump through existing 16" fm and will discharge to LS4006 for repumping - valves already in place to do this 10-15 yr 1,391.73 gpmin 5 yr oper conditions are 1392 gpm @ 40' TDH - existing triplex 35 Hp pumps should be able to handle 15-20 yr 1,391.73 gpm

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 20+ 1,391.73 gpmNo upgrades are necessary - could change impeller for better fit to flow conditions 3 EA 1250 3750 Don't have to do this but would reduce flow out of station and on to LS4006Bypass Pumping 2 Wk 1350 2700

Total Construction Cost $6,45010% Contingency $64515% Engineering Fees $968Total Construction Cost $8,063

LS 4023Base flow is 432 gpm; stays the same through 20 year 0-5 yr 431.76 gpmNo upgrades necessary for future expansion 5-10 yr 431.76 gpm

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 10-15 yr 431.76 gpmNo upgrades are necessary 0 LF 0 0 15-20 yr 431.76 gpm

Total Construction Cost $0 20+ 431.76 gpm10% Contingency $015% Engineering Fees $0Total Construction Cost $0

LS 4021 Same as the Rehab CIP because this work would still need to be done as existing station does not have enough capacity. Under Rehab because station about to collapsUpgrades for Rehab will install a new pump station for 2475 gpm - current station undersized for base flow5 yr flow 2762 gpm - same throughout buildout 0-5 yr 2762 gpmCurrently pumps to and flows through 24" gravity line with Basins LS4023, 4044, 4056, 4021, 4022, 4043, 4011, 4007 and 4021 5-10 yr 2762 gpmdownstream gravity approx 3500 gpm - 24" gravity appears to be acceptable 10-15 yr 2762 gpm

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 15-20 yr 2762 gpmElectrical 1 LS 50000 50000 20+ 2762 gpmInstall new submersible triplex pump station - approximately 20 Hp pumps for 2762 gpm capacity 1 LS 325000 325000 use LS22 on SSI as sample $200k - but these larger, more difficult site by sonic

$Abandon existing pump station wetwell/building 1 LS 40000 40000 bypass pump $2000/wkInstall new 16" forcemain 250 LF 65 16250 fill full of concrete/rubble or take outBypass Pumping 6 wks 2000 12000Install 2 new 4' manholes with liners 2 EA 2850 5700 2478 gpm base flowRemove existing discharge manhole 1 EA 2000 2000 1500 gpm existing duplex station capacityInstall new 24" gravity sewer from receiving manhole to new wetwell 75 LF 150 $11,250 deep and along roadAbandon existing 8" forcemain 50 LF 5 $250



LS4006 System Stands alone from Rehab CIP - liner under rehab 0-5 yr 5000 gpmLS4006 will continue to pump the flow from all upstream basins and stations except LS4048; LS4006 will now repump LS4028 5-10 yr 5000 gpmIs not enough depth available to gravity from manhole outside LS4006 down to 2nd Street and on to Academy Creek WPCP unless rip out a lot of structures at WPCP 10-15 yr 5000 gpmWill instead pump LS4006 down to approximate location of LS4010 and install gravity and connect to K Street - will help alleviate problems with no flow and solids deposition in K Street 15-20 yr 5000 gpmWill include demolition of LS4010 in this fee 20+ 5000 gpmExisting triplex pump station with 35 Hp pumpsEvaluated 24" gravity sewer upstream of LS4006 and appears to be adequate for future flows

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsNew triplex 85 Hp pumps, panels and VFDs 1 LS 185000 $185,000

Flygt NP3301 634 curve, 404mm, 85 HpRemove and replace top slab (may be necessary to provide enough separation for pumps) 1 LS 27500 $27,500 LS4006 dim14.5' x 12.5' inside dimsneed 85 Hp pumps with 18" FM and 70 Hp pumps with 20" FMLiner under rehab CIP 1 LS 0 $0 Flygt NP 3301.180 634 curveNew discharge piping and valves 1 LS 75000 $75,000 85 Hp pumps 2500 gpm @ 81 ft TDHUpgrade Generator 1 LS 75000 $75,000Electrical 1 LS 100000 $100,000Install new 18-inch PVC FM - down to LS4010 area 6250 LF 80 $500,000 very established/congested area for installationAbandon existing 18" FM after LS 4006 site to LS4005 manholes 3090 LF 5 $15,450Bypass Pumping 24 Wks 1850 $44,400 9 month construction with bypasses for 30" gravity main construction and work on LS4006Demolish existing LS4010 1 LS 40000 $40,000Install 30" PVC gravity sewer from location of LS4010 to K Street (along Gordon Rd) (probably less 10' depth) 3145 LF 110 $345,950 105 per bid tab


g y ( g ) (p y p pInstall new 4'/5' diameter manholes (probably less than 10' depth) 9 EA 3500 $31,500


LS4005 SystemBase flow is 326 gpm; will take in some flow from septic areas to north - future flow 394 gpmPer City and Stantec plan - this lift station to be eliminated and gravity sewer to be installed all way to Academy Creek WPCP 0-5 yr 394 gpmAgree with Stantec can do this - but only need to demolish station if remove LS4048, 4028 and 4006 from it because won't operate properly - so listed under future instead of rehab 5-10 yr 394 gpmprobably need to rip out 30" sewer north of LS4005 and lay at higher elevation 10-15 yr 394 gpm

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 15-20 yr 394 gpmDemolish existing LS 4005 1 LS 75000 $75,000 20+ 394 gpmVarious Bypass Pumping 16 wk 2750 $44,000 high because is flow route for LS4028, 4006, and 4048Install new 10" PVC gravity sewer (to point where mid of 48" along 2nd Street) 1800 LF 75 $135,000 approx from bid tabsNew 4' manholes with lining ( approx 10 - 12 ft depth) 16 Ea 2750 $44,000Abandon/Remove existing 30" gravity sewer north of LS4005 1600 LF 35 $56,000Install new 10" PVC gravity sewer upstream of LS4005 1639 LF 75 $122,925Install new 8" PVC gravity sewer upstream of LS4005 1392 LF 65 $90,480


LS 4126LS4126 will continue to pump to Academy Creek but in 0-5 yr window will also have flow from Dover Hall (4902/5004) and Plum Creek (4992/5002)5 yr flow 1600 gpm; velocity too hign in existing 10" forcemain10 yr flow 1028 gpm; 15 yr flow 1090 gpm (turned Dover Hall/Plum Creek north in 10 yr) 0-5 yr 1608 gpmExisting station is triplex with design condition of 667 gpm @ 53' - 15 Hp(5 yr with 16" from manifold need 1600 gpm @ 92'/100' TDH) 5-10 yr 1029 gpmNew Master/Regional lift station in Dover Hall (LS4902/5004) will pump to LS 4126- T&H had to manifold with LS 4126 but will not work - too far and would mess up LS 4901 and 4126 10-15 yr 1088 gpmConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 15-20 yr 1088 gpm

Upgrade triplex Pumps to 800 gpm @ 91'/100' TDH, 45 Hp Flygt pumps and panel 1 LS 75000 75000 20+ 1088 gpmFlygt NP3202 462 curve 278mm impeller, 45 Hp

New discharge piping, valves, and rails 1 LS 27500 27500Remove and replace top slab (may be necessary to provide enough separation for pumps) 1 LS 17500 $17,500Bypass Pumping 16 Wk 1500 24000Install new 12" FM 8396 LF 50 419800 use higher rate b/c not virgin landInstall new 16" FM 5201 LF 60 $312,060 selected Flyt NP3202 impeller 462 45 Hp Abandon 10" FM 11169 LF 5 $55,845 appears 3 of these will fit in the 10' WW w/ no problem - may have to pull top slab

Total Construction Cost $931,705 9.625 pumps are 22.5"; need 12" space between; need 12" on either side to wetwell wall10% Contingency $93,171 4.1875 pumps are 50.25" long15% Engineering Fees $139,756 Existing wetwell is 10' diameterTotal Construction Cost $1,164,631


LS4992 (LS5002 in other scenario) -Plum Creek SiteApprox. 4000LF of FM pumps over to Dover Hall LS4902/5004 0-5 yr 614 gpmincludes basins 4903 and 4904 - is in Plum Creek area and includes Buffalo Creek 5-10 yr 1228 gpm5 year flow is 615 gpm; in 5-10 year window will pump to new WWTF (through Dover Hall LS4902); 10 yr flow approx 1230 gpm; 15 yr flow approx 1450 gpm 10-15 yr 1439 gpmWill pump to Dover Hall for repumping in all cases 15-20 yr 1719 gpmConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 20+ 4275 gpm

Install New Triplex Pump Station with 2 pumps initially 1 LS 285000 $285,000Install 10' wetwell

Install 10" Forcemain to LS4902 Dover Hall 4000 LF 40 $160,000Total Construction Cost $445,000 low price due to virgin land10% Contingency $44,50015% Engineering Fees $66,750Total Construction Cost $556,250

LS4902 (LS5004 in other scenario) - Dover Hall Master StationThis lift station will be installed by developer in Dover Hall - will pump to LS4126 via Hwy 99 which will repump on to Academy Creek WPCP 0-5 yr 1044 gpm T&H had to manifold with LS 4126 but will not work - too far and would mess up LS 4126 and 4901 5-10 yr 2472 gpmWas T&H plan to construct single duplex 600 gpm wet well/LS (will build 2nd WW in future) 10-15 yr 3500 gpm5 year flow 1045 gpm (LS4992+LS4902); construct 21120 LF 16" FM to LS 4126 15-20 yr 4940 gpm


y gp ( ) y gp10 year flow 2470 gpm; 15 yr flow 3500 gpm (both Dover Hall and Plum creek) 20+ 11059 gpmIn 10 yr window will turn north and pump to LS5001 (23760 LF)Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs

1 LS 350000 $350,000install 12' wetwell

Install new 16" FM 21120 LF 55 $1,161,600 low price due to virgin landDischarge to LS4126 MH 1 LS 7500 $7,500


LS 4132 System (Hermitage Island) - was 4901 - ATMThis lift station will continue to use the existing flow path to Academy Creek WWTF - LS 4126 north will also utilize itIn 0-5 yr window Dover Hall and Plum Creek will pump to LS4126 which is why need to upgrade the section after manifold to 16" but will still need after turn Dover/Plum in 10 yr5 year flow 616 gpm; 10 year flow 1233 gpm; 15 yr flow 1233 gpm - section after manifold will need upsize but cover under LS4126 0-5 yr 616 gpmExisting station is triplex with pumps 830 gpm @ 64' TDH capacity - 5 yr conditions with 16" FM (616 gpm @ 40'/56' TDH) 5-10 yr 1232 gpmConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 10-15 yr 1232 gpm

Existing pumps and 10" up to manifold sufficient for 5 yr but actually have 600 gpm @ 80' TDH capacity - too m 3 LS 1200 $3,600 15-20 yr 1232 gpm

Construct triplex station (large enough for future pumps) with small 500-600 gpm pumps now - can install 1000 gpm pumps on VFDs later

g p p p y y gp @ p y y gpChange Impeller on pumps to Flygt CP3152 248 mm(is under 488 curve - 15 Hp) 20+ 1232 gpmOnly need 2 pumps for 5 yr condition

Bypass Pumping 2 Wks 1000 $2,000Total Construction Cost $5,60010% Contingency $56015% Engineering Fees $840Total Construction Cost $7,000

LS 4127 SystemExisting pumps 1340 gpm @ 57' TDH - existing triplex LS on 12" forcemain5 yr flow 2450 gpm - 5 yr upgrade to 16" FM fine - gives pump oper cond. Of 1200 gpm @ 57' TDH10 yr flow 2700 gpm; 15 yr flow 3000 gpm 0-5 yr 2486 gpmLS4126 continues to LS4127 however in 5-10 yr window Dover Hall and Plum Creek come off of LS4126 and go north 5-10 yr 2725 gpm

10-15 yr 2986 gpmConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 15-20 yr 2986 gpm

Existing pumps sufficient for 5 yr with fm upgrades 1 LS 0 $0 20+ 2986 gpmInstall new 16" FM 5600 LF 55 $308,000Abandon 12" FM 5600 LF 5 $28,000



LS 4105 SystemExisting duplex station in poor condition - (2nd pump is running in model) - with existing pumps under 5 yr condition5 yr flow 2252 gpm; 10 yr flow 2659; 15 yr flow 2723 gpm - lot of flow from PinecrestExisting 7600 LF of 8" FM 0-5 yr 2252 gpmExisting gravity upstream of LS 4105 is 15" - will need to remove and install 24" gravity - approx 3440 LF 5-10 yr 2659 gpm5 yr - install 16" FM and new LS and install 24" gravity 10-15 yr 2723 gpm5 yr gravity upgrades carry through 20 year 15-20 yr 2723 gpmConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 20+ 2723 gpm

Construct new triplex wetwell/lift station - 1126 gpm @ 60' TDH 1 LS 145000 145000Triplex Flygt CP3201 47 Hp 636 curve - 5 yr 335 mm impeller not sure can put this small impeller on 47 hp but can do something similarCondition 1126 gpm @ 60' TDH

Rehab existing wetwell in to manhole - add liner 1 LS 25500 25500New pumps, panel 1 LS 80000 80000New discharge piping and valves 1 LS 35000 35000Bypass Pumping 32 Wk 1500 48000 est at $1500/wk est 6 months for constructionElectrical 1 LS 20000 20000 need additional bypassing for gravity sewerInstall new 16-inch PVC FM 7600 LF 60 456000Abandon existing 8" FM 7600 LF 5 38000Install new 24" gravity sewer 3440 LF 75 258000Remove existing 15" gravity sewer and manholes 3440 LF 25 86000


g g yInstall new 4' manholes 15 EA 3250 48750


LS 4107 SystemExisting duplex station in fair to good condition with 300 gpm @ 17' TDH design condition; 5 Hp pumps5 yr flow 1858 gpm; 10 yr flow 2143 gpm; 15 yr 2208 gpm - lot of flow from Pinecrest 0-5 yr 1859 gpmExisting 500 LF of 6" FM 5-10 yr 2143 gpmExisting gravity upstream of LS 4107 is 15" - will need to pipeburst to 18" - approx 3200 LF 10-15 yr 2208 gpm5 yr install 12" FM; pipeburst 3200 LF of pipe, open cut 1400 LF of 12"/15" gravity sewer and replace 18" 15-20 yr 2208 gpmExisting duplex station in fair to good condition with 300 gpm @ 17' TDH design condition; 5 Hp pumps 20+ 2208 gpmNew pumps 929 gpm @ 44' TDH (5 yr)Gravity upgrades will carry through 20 yrConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs

Construct new triplex wetwell/lift station (approximately 929 gpm @ 44' TDH) 1 LS 125000 125000Triplex Flygt NP3153 20 Hp 435 curve 217 mm impeller

Rehab existing wetwell in to manhole - add liner 1 LS 25500 25500gNew pumps, panel 1 LS 75000 75000New discharge piping and valves 1 LS 35000 35000Bypass Pumping 24 Wk 1500 36000 est at $1500/wk est 6 months for constructionElectrical 1 LS 20000 20000Install new 12-inch PVC FM 500 LF 50 25000Abandon existing 6" FM 500 LF 5 2500Open cut and remove/replace 12" and 15" gravity with 18" 1400 LF 85 119000New 4' dia manholes 6 Ea 3250 19500Pipeburst from 15" gravity to 18" gravity 3200 LF 155 496000Line manholes along pipe burst ( depth) 11 EA 1575 17325

Total Construction Cost $995,82510% Contingency $99,58315% Engineering Fees $149,374Total Construction Cost $1,244,781


LS 4036 DO we need more wetwell cap put in 10 yrExisting Triplex LS - 3 different pumps5 yr flow 5233 gpm; 10 yr flow 5879 gpm; 15 yr flow 7050 gpmChange imp on 100 Hp pump to 17"5 yr - existing 2154 LF 15/16" FM upgraded to 20" 0-5 yr 5233 gpmGravity is fine for 5 year Existing Pumps (100 HP - 4000 gpm @ 70 TDH) (20 HP 1400 gpm @ 35 TDH) (60 HP - 2800 gpm @ 57 TDH) 5-10 yr 5879 gpmConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 10-15 yr 6205 gpm

Install new 20" forcemain 2154 LF 65 140010 15-20 yr 6205 gpmAbandon existing 15"/16" forcemain 2154 LF 5 10770 20+ 6205 gpmChange impeller on 100 Hp pump to 17" (from 19.1875") to provide 4000 gpm @ 40' TDH (runs around 50 Hp) 1 LS 2500 2500

At 5300 gpm in FM get 40' TDH - pumps will give 1200 gpm @ 40' (20 Hp); 2250 gpm @ 40' (60 Hp); 4000 gpm @ 40' (100 Hp)Will have somewhere between approx 4000 gpm and 6000 gpm even with 1 pump out

Install VFDs for 100 Hp and 60 Hp pumps 1 LS 60000 60000Bypass Pumping 24 Wk 1900 45600 est at $1500/wk est 6 months for constructionReplace flow monitor MH40361120 to MH403600M1 - is bottleneck with 10" gravity - need 24" 1 LS 15000 15000



LS 4035 may need to start open cutting - 30" and just upsize - not wait til 10-15 yr to upsize as lines are failingExisting Triplex LS - 25 Hp pumps - 2100 gpm @ 30' TDH capacity pumps; run out at 22' TDH station has space for a 4th pump5 yr flow 6078 gpm; 10 yr flow 6722 gpm; 15 yr flow 7050 gpm coul dmake it a quad but probably easier to keep it as a triplexExisting 80 LF 16" FM suction pipe size? It is big enough?5 yr new pumps/possibly rework pumps - change impeller for 10 year new pumps would be 25HP - picked some Flygts - is the possibility that we could just change out the impeller on the Fairbanks Morse 25 Hp that now installed.5 yr upgrade FM to 24"Gravity is 30" and has very steep slope - can take approximately through 10 yr (increase to 36" in 15 Year) 0-5 yr 6078 gpm


new pumps - all 3 on VFDs 5 yr condition 3039 gpm @ 19' TDH - Flygt CP3170 606 275 mm 25 hp 1 LS 70000 70000 15-20 yr 7055 gpmNew discharge piping and valves - both Flygt and Fairbanks Morse have 10" discharge - may not need to do 1 LS 47500 47500 20+ 7055 gpmBypass Pumping 16 Wk 1900 30400Install new 24" forcemain 80 LF 70 5600Abandon existing 16" forcemain 80 LF 5 400


LS 4WTP SystemUpgrade from North Interceptor to Academy Creek WPCPcollecting everything but LS4002, LS4003, LS4006 and LS4028

5 yr flow 22,000 gpm; 10 yr flow 21,600 gpm; 15 yr flow 23,300 gpmAt WPCP - will be discharging 48" upgraded pipe from north to trapezoidal junction box; flow from south will connect to MH 4WTP0010 - has what appears to be stubout (abandoned)could make the route south of NW interceptor to WPCP 54" in the 5 yr - question of when the flows will really come?Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs

Remove and replace 18" gravity sewer from MH4WTP340 to MH4WTP440 - has neg slope 50 LF 165 8250Remove and replace 4' diameter manhole with liner MH4WTP340 1 EA 3500 3500 Could use Spirolite for 48" pipe/manholesInstall new 48" PVC gravity sewer (from where collect LS 4017 to intersect Newcastle) along 2nd St (depth 15 4000 LF 400 1600000Install new 48" PVC gravity sewer (from Newcastle and 2nd Street south to WPCP) 2540 LF 425 1079500 Varies throughout basin - can't just use 1 numberNew 5'/6' manholes with lining (depth 15' to 20') 14 EA 7800 109200 0-5 yr 22000 gpmNew 7' manholes with lining (depth 15' to 20') 12 EA 8250 99000 5-10 yr 21600 gpm

use different size manholes as are impacted by number of pipes and angles discharging to MHAbandon existing 18"/24" gravity sewer and manholes 4000 LF 60 $240,000 10-15 yr 23300 gpmAbandon existing 42" gravity sewer 2540 LF 150 381000 15-20 yr gpmUpgrades/modifications to trapezoidal junction box at WPCP - connecting 48" 1 LS 125000 125000 20+ gpmVarious Bypass Pumping 36 wk 2750 99000



LS 4002 Ray concerned about 24" - very old CI - check capacity - Dixville additional flow Existing Station is Duplex and has enough capacity for this flowIs some growth in south of City - need to check and see if need to do these upgrades - take out LS4002 and put in gravity to where LS4003 is now Capacity is approximately 1560 gpm @ 60 Hz 0-5 yr 3512 gpm Liberty HarborBuildout flow we have (for basins LS4001 and 4002) is 4422 gpm - how much more growth? -- Liberty Harbor 5-10 yr 4422 gpm Liberty Harbor

No construction is necessary in 5 year due to future growth (Liberty Harbor, but 24" can handle) - there are issues with both the 24" to the 10-15 yr 4422 gpmeast and the 18" to the south of the LS4002 but this has to do with poor slopes/negative slopes which need to be repaired and deteriorating cast iron pipe 15-20 yr 4422 gpmAdditionally the 24" gravity to the east is cast iron and is in very poor condition 20+ 4422 gpmExisting pumps are only pumping about 1600 gpm @ 65 ft TDH - not enough for existing base or 5 yrConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs

Replace duplex pumps with larger Goulds NSW 8x8x17LC pumps 1 LS 80000 80000Estimate 100 Hp with 17 inch impeller

Electrical upgrades 1 LS 75000 110000Total Construction Cost $190,00010% Contingency $19,00015% Engineering Fees $28,500Total Construction Cost $237,500

LS4003 This builds on Rehab CIP for LS4003 basinis listed as a rehab project but if bringing flow down from LS4006 and LS4028 and LS4010 to K Street will need to get rid of but use larger gravity pipes than for the rehab projectAssume that because LS4003 rehab needs to be done immediately that this would just build on that - so only worry about gravity sewer, etc. and not demolish lift stationGravity sewer would need to be 48" gravity sewer to serve flow for 9,832 gpm (as opposed to 30" for base flow under Rehab)


y g y gp ( ppPer Ray T. line in to LS4003 is higher at WW discharge than in street after K Street Project. Need to decommiss Ls4003 - part of Rehab

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs Could use Spirolite for 48" pipe/manholesInstall new 48" gravity sewer approximately 18-20' deep 4065 LF 450 $1,829,250

1 LS 8500 $8,500Install new manholes 5'/6' 12 EA 7800 $93,600 0-5 yr 9832 gpm

5-10 yr 9832 gpmTotal Construction Cost $1,931,350 10-15 yr 9832 gpm10% Contingency fz $193,135 15-20 yr 9832 gpm15% Engineering Fees $289,703 20+ 9832 gpmTotal Construction Cost $2,414,188

LS 4WTP - Academy Creek Influent Lift StationNo upgrades necessary for future expansion - entire facility designed for 13.5 MGDPump capacity is 5900 gpm - 4 pumps - 3 in operation have 25 MGD capacity - there are equalization areas at the WPCP - should be sufficient

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsNo upgrades are necessary 0 LS 0 0

Total Construction Cost $010% Contingency $015% Engineering Fees $0

Connect LS4002 forcemain to gravity - will need to leave stubout for later connection to 24" gravity sewer that replace LS4002

g g $Total Construction Cost $0

LS 4017No upgrades necessary for future expansion 0-5 yr 940 gpmOnly rehab upgrades 5-10 yr 940 gpm

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 10-15 yr 940 gpm1 LS 0 0 15-20 yr 940 gpm

Total Construction Cost $0 20+ 940 gpm10% Contingency $015% Engineering Fees $0Total Construction Cost $0


Future CIP - South Mainland

Exit 29 WPCP - Constructed Capacity 1.5 MGD with potential upgrade to 2.0 MGD - with Reuse Capacity for 0.5 MGDEnd of 5 year period projected sewer demand is 1.17 MGDConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs

No Upgrades needed in 5 yr 2009 - 2014 period LS $0Total Construction Cost $010% Contingency $015% Engineering Fees $0Total Construction Cost $0

LS 3101Existing Triplex pump station but only 2 pumps installed; Flygt CP3152 780 gpm @ 60 TDH, 20 HPFrom LS3101 to Manifold (where LS 3114 connects) 1,300’ of 6” FM; From Manifold to WWTP 500’ of 8” FM; 600 feet to new headworksSeparate the manifold of LS3114 and LS3101- separate last 517 LF of FM to WPCP - from LS3114looking at making this a master station - will dischareg LS3301 and 3300 to this station - drop forcemain (16") in there - so will cut 16" fm short from there 0-5 yr 1442 gpmGravity sewer upstream of LS is not sufficient for discharge from LS3103 and LS3121 - upsize to 15" will carry through 20 yr period 5-10 yr 2258 gpmdischarging to headworks of plant 37' static head 10-15 yr 3073 gpmin 15 yr will have to upgrade the FM to 18" (didn't want to oversize now and is only 2417 LF from LS3101 to WPCP) 15-20 yr 3872 gpmExisting wetwell is 8' diameter 20+ 11300 gpm


Existing wetwell is 8' diameter 20+ 11300 gpmConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs

Install 3rd pump - change impeller on existing pumps from 266 mm to 263 1 LS 17500 17500 may already have 3rd pumpInstall/upgrade generator - label at exist LS control panel says can only run 1 pump now on generator 1 LS 75000 75000 LS has VFDs alreadyAbandon existing 6" FM 1300 LF 5 6500Install new 12-inch PVC FM 2417 LF 45 108765Abandon existing 8" FM from manifold with LS3114 to WPCP 517 LF 5 2585Pipeburst from 12" gravity to 15" gravity (10 - 15' depth) - upstream gravity sewer 2450 LF 140 343000Line/coat manholes (10' - 15' depth) 12 EA 1600 19200


LS 3103Existing duplex pump station; operate at about 300 gpm @ 42' TDH; 6' dia wetwell - curve hits 500 gpm @ 28' TDH but exceed power limitExisting 5973 LF 6" FM is fine in 5 - 10 year 0-5 yr 268 gpm5 yr flow 268 gpm; 10 yr flow 366 gpm 5-10 yr 480 gpm5 year pumps to be able serve through 10 yr flow (with impeller change) would be CP 3152 436/256 Imp; 6"/4" discharge; 20 Hp 10-15 yr 578 gpmLiner/coating of wetwell in rehab CIP not include here too as is a priority 15 20 yr 578 gpmLiner/coating of wetwell in rehab CIP - not include here too as is a priority 15-20 yr 578 gpmGravity upstream of LS 3101 increased from 12" to 15" in 5 yr to accommodate LS3103 and LS3121 20+ 578 gpmConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs

New duplex 20 Hp pumps and panel - CP3152 436 256 mm - 10 yr install 275 mm 1 LS 35000 35000268 gpm @ 62' TDH

New precast slab and hatches 1 LS 8750 8750 New pumps are 17.25" wide and 46" long - should fit in 6' wetwellNew discharge piping and valves 1 LS 14250 14250Bypass Pumping 10 Wk 1200 12000 5 yr Only 6' wetwellElectrical 1 LS 7500 7500 Will have somewhere btwn 10 and 15 starts per hr. This with 15 starts

70093.5828877

Total Construction Cost $77,500 3.3114963810% Contingency $7,75015% Engineering Fees $11,625Total Construction Cost $96,875


LS 3114Existing duplex pump station w/ 8' dia ww; manifolds with LS3101 near Exit 29 WWTF 0-5 yr 1,151.85 gpm 55' TDHExisting FM from LS3114 to Manifold (where LS 3101connects) 2,857’ of 6” FM 5-10 yr 1,872.08 gpm 67.5From Manifold to WPCP 500’ of 8” FM (add 600' for new WPCP site) 10-15 yr 2,685.21 gpm 85Existing Flygt CP 3127 483 Imp 10 Hp pumps existing; 350 gpm @ 45' 15-20 yr 3,300.57 gpmSeparating LS3114 and LS3101 - each have own forcemain 20+ 8,982.02 gpmMaking this a master pump station and will clip forcemains from LS3123, 3129 and Peninsula LS at new manhole at intersection with US 175 yr pumps 575 gpm @ 61'; 10 yr 936 @ 86' clipping the 16" Peninsula forcemain at the north manhole - will improve head conditionclipping the forcemain from 3123 and 3129 at the manhole also or at one right downstream - improve head condition give more capacityNeed 18"/21" gravity sewer handles through 10 year; 24"/30" will take through 20 yrConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs

Install new receiving manhole on LS site (18' deep) with liner 1 EA 6250 6250Tie in 2 other existing gravity sewer pipes discharging to LS3114 1 LS 15000 $15,000Install new influent 24" gravity sewer (18' deep) 250 LF 195 $48,750Existing influent 10" gravity sewer in street to wetwell - to remain in operation - housing to south 250 LF 0 $0 may need to stayConstruct new 12' diameter wetwell with liner/coating (make couple ft deeper for 15 yr pumps) 1 LS 165000 165000New triplex pumps and panel - 15 Hp Flygt CP3152 488 248 in 5 yr 1 LS 100000 100000

Condition 575 gpm @ 61' TDHAbandon/demolish existing wetwell 1 LS 35000 35000


gNew discharge piping and valves 1 LS 75000 $75,000Install Generator 1 LS 75000 75000Install new 18" gravity sewer (18-20' deep) 2500 LF 145 362500Install new 21" gravity sewer (18-20' deep) 150 LF 215 32250 priced cheaper because area not as old as LS4002 and 4003 - not as many issuesInstall new 4'/5' dia manholes with liner 8 EA 5750 46000Install new 12-inch PVC FM 3817 LF 50 190850Abandon existing 16" FM from Peninsula at north manhole at US 17 intersection to LS3114 2500 LF 5 12500Abandon existing 6" FM from LS3123/3129 at north manhole at US17 intersection to LS 3114 2500 LF 5 12500Abandon existing 6" FM from LS3114 3817 LF 5 19085 only to where manifold with LS310 3 pumps won't fit in 8' wetwellElectrical - oversize service for 30 Hp pumps in 15 yr 1 LS 30000 30000 132.75Bypass Pumping 20 wk 1500 30000 11.0625

Total Construction Cost $1,255,68510% Contingency $125,56915% Engineering Fees $188,353Total Construction Cost $1,569,606LS 3121Existing duplex pump station; 10 Hp pumps operate at about 350 gpm @ 57' TDH; 6' dia wetwellExisting 3560 LF 6" FM 0-5 yr 362 gpm5 yr flow 362 gpm; 10 yr flow 362 gpm 5-10 yr 362 gpmExisting FM will have enough capacity; new pumps will be able to serve 362 gpm @ 66' TDH 10-15 yr 362 gpmExisting FM will have enough capacity; new pumps will be able to serve 362 gpm @ 66 TDH 10-15 yr 362 gpmLS3121 discharge to LS3101 15-20 yr 362 gpmGravity upstream of LS 3101 increased from 12" to 15" in 5 yr to accommodate LS3103 and LS3121 20+ 362 gpmConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs

New pumps and panel - 20 Hp Flygt N3152 434 263 in 5 yr 1 LS 35000 27500Condition 362 gpm @ 65' TDH

New precast slab and hatches 1 LS 5500 5500New discharge piping and valves 1 LS 12500 12500Electrical 1 LS 7500 7500Bypass/vacuum truck 4 Wks 575 2300


LS 3123Existing duplex 6' dia wetwell; 20 Hp pumps 230 gpm @ 103' TDHdischarging to new 18" gravity from LS3114 - shorten FM 0-5 yr 179 gpmDo not need to upgrade FM in 5 yr or 10 yr - acceptable for both LS3123 and LS3129 in 5 and 10 yr to leave on 6" forcemain 5-10 yr 289 gpmSplit flow in the area to 2/3 to LS 3123 and 1/3 to LS 3129 10-15 yr 400 gpmExisting FM from LS3123 to Manifold (where LS 3129 connects) 2 907’ of 6” FM 15-20 yr 400 gpmExisting FM from LS3123 to Manifold (where LS 3129 connects) 2,907 of 6 FM 15-20 yr 400 gpmFrom Manifold to manhole 5,916’ of 6” FM 20+ 400 gpm

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsChange Pumps 1 LS 25000 25000

Operating Condition 5 yr 179 gpm @ 47'/56' (with LS3129)New Pumps - 10 Hp Flygt CP3127 485 curve 200mm pumps acceptable



LS 3129 - Satilla Sands Built Alreadyno design information - is proposed pump stationis built per Ray Tarker 0-5 yr 60 gpm

0-5 yr: 116 gpm 5-10 yr 60 gpm5-10 yr: 167 gpm 10-15 yr 60 gpmConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 15-20 yr 60 gpm

New duplex pump station recently constructed 2 EA 1150 2300 20+ 60 gpmOperating condition 5 yr 81 gpm @ 21'/65' (with LS3129)Existing Flygt CP3127 483 curve 228 imp 10 Hp pumps are oversized - throw LS3123 offChange impeller to CP3127 432 curve 225mm, 10 Hp

Bypass Pumping 3 Wks 500 1500Total Construction Cost $3,80010% Contingency $38015% Engineering Fees $570Total Construction Cost $4,750

Cobblestone Subdivision - Not including lift station in Future CIP - but if need pricing is below:Based on construction of 24" gravity sewer along South Port Parkway which will discharge to LS3114, a lift station should not be necessary for this subdivisionGravity sewer at South Port Parkway and US-17/Buckswamp Road will be approximately 22' deep (elevation (-)6.0'should be able to gravity sewer Cobblestone and connect - longest run approximately 5400 LF - start 3.67' deep


LS 3200 Cobblestone Locate central to subdivisionno design information - is proposed pump station 0-5 yr 139 gpm

5-10 yr 154 gpm10-15 yr 170 gpm15-20 yr 184 gpm

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 20+ 318 gpmNew duplex pump station 1 LS 225000 225000

182 gpm @ 25' TDH - Flygt NP3102 5 Hp, 465 curve 152 mmNew 6" forcemain 1500 LF 30 45000

Total Construction Cost $270,000 is proposed so may have already been paid for??10% Contingency $27,00015% Engineering Fees $40,500Total Construction Cost $337,500

LS3301located farthest proposed pump station on northwest area of south mainlanddischarging to LS3300 for repumpingproposed 12" fm on GIS is enough through 15 yr 0-5 yr 573 gpmProposed: 5-10 yr 1122 gpmFrom LS3301 to LS 3300 12,916’ of 12” FM 10-15 yr 1670 gpm

15-20 yr 2322 gpmConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 20+ 8646 gpm

New triplex pump station; install 2 pumps initially - 573 gpm @ 40' 1 LS 380000 380000Install Flygt NP3153 437 194 MT 12 Hp but with 10 yr 20 Hp motor (10 yr pump 463-263mm) assume wetwell about 20' deep and 12' diam. - set hatches for future pumps 15 yr

Install new 12" PVC FM 13000 LF 40 520000 virgin landTotal Construction Cost $900,00010% Contingency $90,00015% Engineering Fees $135,000Total Construction Cost $1,125,000

LS3300discharging to LS3101repumps LS3301going to discharge to to LS3101 - make 3101 and 3114 regional master stations 0-5 yr 743 gpmBring in electrical service/gen for 34Hp pumps (will be in 10 yr) 5-10 yr 1460 gpmFor 10 yr attempt to pick pumps that can handle 10 yr and 15 yr with just impeller change 10-15 yr 2178 gpm

15-20 yr 2977 gpm20+ 10405 gpm

Construction Cost for Expansion No Unit Cost/Unit Engineer's Opinion of Construction CostsConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsNew triplex pump station; install 2 pumps initially - 934 gpm @ 42' 1 LS 425000 425000 made a little more so can make ww bigger to accommodate larger pumps later

Flygt 3152 434-263mm 20 hp and for 30 hp electrical serviceassume wetwell about 20' deep and 14' diam.

Install new 14" PVC FM 14000 LF 45 630000 virgin landTotal Construction Cost $1,055,00010% Contingency $105,50015% Engineering Fees $158,250Total Construction Cost $1,318,750

LS 3302 - out near Peninsula 0-5 yr 373 gpmbased on ATM evaluation do not need this in the 0-5 yr window and unlikely need in 5-10 yr window. Most flow could be pumped directly into 16" fm 5-10 yr 967 gpm

forcemain is already built from Peninsula to LS3114 manhole and can be cut back to discharge in 24" gravity sewer install up to US17/Buckswamp Road and South Port Pkwy 10-15 yr 1653 gpm15-20 yr 2255 gpm20+ 7802 gpm

LS 3303 Terra Nova - not needed for 5 yr conditionmay be intended for repumping of Peninsula


SSI - Future Expansion/Growth

Glynn HavenTo collect septic systems - recommended per United Water and Robert Bowen - was previously on Future Development CIP in SSI W/S MPEstimated 62 homes with septic systems - 52 gpmSeptic systems installed 1963 - 1969; high potential for failureInstall new gravity sewer and discharge to existing Glynn Haven gravity sewerAlready recommending I/I improvements in the 5 yr period - this work can be done in conjunction

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsInstall new 8" gravity sewer (4' to 8' deep) 3900 LF 85 $331,500Install new 4' diameter manholes with lining/coating 11 EA 2975 $32,725Bypass Pumping 6 Wk 1000 6000


St. Clair EstatesTo collect septic systems - recommended per United Water and Robert Bowen - was previously on Future Development CIP in SSI W/S MP


To collect septic systems - recommended per United Water and Robert Bowen - was previously on Future Development CIP in SSI W/S MPSeptic systems installed 1965 - 2002; high potential for failures; 62 repairs documented by County as of 2006Estimated 188 homes with septic systems - 157 gpm Install new gravity sewer, lift station, and forcemain and discharge to SSI WPCP

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsInstall new 8" gravity sewer (4' to 11' deep) 11400 LF 95 1083000install new 4' diameter manholes with lining/coating 32 EA 3250 104000Install new duplex lift station - Flygt CP3127 483 imp, 10 Hp (LSFUT7) 1 LS 175000 175000Install new 6-inch FM 7000 LF 30 210000Bypass Pumping 4 Wk 1000 4000


St. Simons HeightsTo collect septic systems - was previously on Future Development CIP in SSI W/S MPEstimated 54 homes with septic systems - 54 gpmSeptic systems installed 1963 - 1994; high potential for failuresInstall new gravity sewer and discharge to St Simons Heights existing gravity seweInstall new gravity sewer and discharge to St. Simons Heights existing gravity seweAlready recommending I/I improvements in the 5 yr period - this work can be done in conjunction

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsInstall new 8" gravity sewer (4' to 8' deep) 2000 LF 85 $170,000Install new 4' diameter manholes with lining/coating 8 EA 2975 $23,800Bypass Pumping 6 Wk 1000 6000


Brick Kiln Point/Epworth Acres/Epworth OaksTo collect septic systems and for new subdivision Epworth Oaks- was previously on Future Development CIP in SSI W/S MPSeptic systems installed 1963 - 2005 (Epworth Acres), 1968 - 1998 (Brick Kiln Point), Epworth Oaks proposed subdivision ; high potential for failures from Brick Kiln Point and Epworth Acres29 septic failures in Epworth Acres as of 2006 - reportedEstimated 135 (10 Brick Kiln Pt, 107 Epworth Acres, 18 Epworth Oaks) homes - 113 gpm Install new gravity sewer, lift station, and forcemain and discharge to LS2030 forcemain

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsInstall new 8" gravity sewer (4' to 11' deep) 9400 LF 95 893000Install new 8" gravity sewer (4' to 11' deep) 9400 LF 95 893000install new 4' diameter manholes with lining/coating 28 EA 3250 91000Install new duplex lift station - Flygt CP3102 433 imp, 5 Hp (LSFUT1) 1 LS 150000 150000Install new 4-inch FM 270 LF 27.5 7425Bypass Pumping 4 Wk 1000 4000



Veranda BreezeTo collect new development - was previously on Future Development CIP in SSI W/S MPEstimated 19 lots - 16 gpm Install new gravity sewer and discharge to existing LS2002 gravity sewerAssuming stubbed out sewer is deep enough to collect

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsInstall new 8" gravity sewer (4' to 6' deep) 700 LF 75 52500install new 4' diameter manholes with lining/coating 3 EA 2900 8700Bypass Pumping 6 Wk 1000 6000


Simonton Court - Phase II and IIITo collect new development - Phase II was previously on Future Development CIP in SSI W/S MPEstimated 20 lots - 17 gpm Install new gravity sewer and discharge to existing LS2054 gravity sewer in Simonton Phase


Install new gravity sewer and discharge to existing LS2054 gravity sewer in Simonton Phase Assuming stubbed out sewer is deep enough to collect



Township Bluff Phase ITo collect new development - was previously on Future Development CIP in SSI W/S MPEstimated 61 lots - 51 gpm Install new gravity sewer, to proposed LS on N. Harrington Drive; will discharge to existing LS2054 gravity sewer Proposed LS will collect the N. Harrington S/D, the Township Bluff, the Township Bluff Phase II, and Rose Hill (approximately 156 gpm total)No upgrades to LS2054 are required if the Rehab CIP is constructed

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsInstall new 8" gravity sewer (4' to 6' deep) 1550 LF 75 116250Install new 8" gravity sewer (6' to 10' deep) 1250 LF 85 106250Install new 8" gravity sewer (10' to 12' deep) 600 LF 100 60000Install new 8 gravity sewer (10 to 12 deep) 600 LF 100 60000install new 4' diameter manholes with lining/coating (4' to 6' deep) 8 EA 2900 23200install new 4' diameter manholes with lining/coating (6' to 10' deep) 5 EA 3100 15500install new 4' diameter manholes with lining/coating (10' to 12' deep) 4 EA 3500 14000Install new duplex lift station - 7.5 to 10 Hp, approx 18' deep 1 LS 175000 175000Install new 4-inch FM 1000 LF 27.5 27500Bypass Pumping 4 Wk 1000 4000



S. Harrington Subdivision Area/Proposed Harrington SubdivisionTo collect new development and septic systems - was previously on Future Development CIP in SSI W/S MPEstimated 146 lots - numerous with septic systems - 121 gpm Install new gravity sewer; will discharge to existing LS2045 gravity sewer (LS and gravity sewer upgraded/deepened in 2008) These subdivisions and the Village Creek Way Phase III will require upgrades to LS2045 over those recommended in Rehab CIP

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsInstall new 8" gravity sewer (4' to 6' deep) 3430 LF 75 257250Install new 8" gravity sewer (6' to 8' deep) 1945 LF 85 165325Install new 8" gravity sewer (8' to 10' deep) 1290 LF 90 116100install new 4' diameter manholes with lining/coating (4' to 6' deep) 10 EA 2900 29000install new 4' diameter manholes with lining/coating (6' to 8' deep) 6 EA 3050 18300install new 4' diameter manholes with lining/coating (8' to 10' deep) 4 EA 3250 13000Upgrade LS2045 - install duplex Flygt CP-3127, 468 imp, 10 Hp pumps (approx 200 gpm) 1 LS 35000 35000

Upgrades made by Glynn County 2008/2009 may cover these upgradesBypass Pumping 6 Wk 1200 7200Install new 6-inch FM 1200 LF 30 36000Abandon existing 4-inch FM 1200 LF 5 6000

Total Construction Cost $683,17510% Contingency $68,31815% Engineering Fees $102,476


g g $ ,Total Construction Cost $853,969

Village Creek Way Phase IIITo collect new development - was previously on Future Development CIP in SSI W/S MPEstimated 31 lots - 26 gpm Install new gravity sewer; will discharge to existing LS2045 gravity sewer (LS and gravity sewer upgraded/deepened in 2008) in Village CreekThe upgrades to LS2045 will also cover the flow generated by Village Creek Way Phase III

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsInstall new 8" gravity sewer (4' to 6' deep) 500 LF 75 37500Install new 8" gravity sewer (6' to 8' deep) 470 LF 85 39950install new 4' diameter manholes with lining/coating (4' to 6' deep) 2 EA 2900 5800install new 4' diameter manholes with lining/coating (6' to 8' deep) 2 EA 3050 6100Bypass Pumping 6 Wk 1000 6000

Total Construction Cost $95,35010% Contingency $9,53515% Engineering Fees $14,303Total Construction Cost $119,188Total Construction Cost $119,188

SSI WPCP Gravity Sewer - NorthGravity sewer to north of WPCP in Glynn Haven will exceed capacity with installation of Future CIP Upgrades from LS2032 and othersExisting 18-inch gravity sewer from discharge point of LS2032 to SSI WPCPDepth of gravity varies from 10 feet at Frederica down to 6 feet at the north turn toward the WPCPNeeds to be upgraded to 24-inch gravity sewerGravity lines in SewerCAD model (G377, G145, G313, G142, G141, G310, G177, G312, G311)Construction Cost to Rehabilitate Engineer's Opinion of Construction Costs

Pipeburst 18-inch gravity sewer to 24-inch gravity sewer (6' depth) 429 LF 185 79365Pipeburst 18-inch gravity sewer to 24-inch gravity sewer (8' - 10' depth) 2757 LF 195 537615Line 4' diameter manholes (6' depth) 2 LF 1600 3200Line 4' diameter manholes (8' - 10' depth) 8 LF 1800 14400Bypass Pumping 16 Wk 1850 29600

Total $664,18010% Contingency $66,41815% Engineering Fees $99,627Total Construction Cost $830,225


5 - 10 yr Future Sewer CIP (5 - 10 yr constructing NW WPCP)5-10 years add NW WPCP

turn LS 4119turn LS 4992 (Plum Creek) and 4902 (Dover Hall)

Northwest Mainland WPCP0-5 yr 0 MGD

New NW Mainland WPCP REUSE?? 5-10 yr 4.32 MGDUnder this scenario much of the north growth will go directly to new WPCP in NW. However, Pinecrest and PAWs East still go to Academy Creek WPCP 10-15 yr 5.83 MGDThis is as flows were divided by Ray Tarker; because Pinecrest/PAWs East continue to AC WPCP there are still a significant number of upgrades required in existing system 15-20 yr 7.13 MGDIn 5-10 yr window AADF to New NW WPCP will be approximately 4.32 MGD 20+ 15.21 MGDwasteload allocation to river (2 MGD) is approx 9 miles awayWhat about reuse? Power plant?Based cost on cost of new Exit 29 WWTF ($22M for 1.5 MGD)

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsNew 5.0 MGD WPCP (advanced treatment/reuse qual) - Need 4.32 MGD capacity by end of 10 yr 1 LS 50000000 $50,000,000 14666666.67

Total Construction Cost $50,000,000 73333333.33

Sewer Expansion CIP - 2014 - 20191

Total Construction Cost $50,000,000 73333333.3310% Contingency $5,000,00015% Engineering Fees $7,500,000Total Construction Cost $62,500,000

LS 4119 SystemTurn flow to west in 10 yr period - to LS5001 and on to NW WPCP 0-5 yr 3,887.31 gpmJust need to add 4th pump and VFD - same pumps work as for 5 yr - 88 Hp for 2423 gpm @ 92' TDH Flygt CP3300 464 335 mm 5-10 yr 7,267.77 gpmhave divided the flow/basins such that even when turn LS 4119 in the 5 to 10 year period, the upgrades made from LS 4119 throughought the existing 10-15 yr 9,520.27 gpmsystem will still be necessary to serve growth (no waste capital) 15-20 yr 10,025.43 gpmRequired flow rate 3888 gpm in 5 year; in 10 year will send to NW WPCP 20+ 13,721.71 gpmthese pumps will also work for the 10 year condition when turn LS4119 to west and install 14,400 LF of 24" and push 7267 gpmwill need to add 4th pump and VFD, etc. in 10 yrConstructed Quad station in 0-5 yr - only installed 3 pumps for 5 year to Academy Creek (when turn will need 4th pump)Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs

Install new 24-inch PVC FM 14400 LF 70 $1,008,000Leave existing 16-inch PVC FM - along Hwy 99 to LS4118 intact - potential other uses 9972 LF 0 $0Add 4th pump with different imp and VFD 1 LS 60000 $60,000

Wetwell minmum 20' diameter (built 5 yr) - sized for ABS pumps (15-20 yr)Bypass pumping 6 wk 3000 $18 000Bypass pumping 6 wk 3000 $18,000


LS 5001 System New master lift station located at Hwy 99 - 1/2 way to new NW WWTF from LS 4119; will repump LS 4119, LS4126, and 4905 basin flow10 year flow 9739 gpm; need 30" FM (will also serve future)Install Quadraplex Lift Station 0-5 yr 0 gpmConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 5-10 yr 9739 gpm

Install new quadraplex lift station - install 4 pumps initially 1 LS 1750000 $1,750,000 10-15 yr 13021 gpmABS AFP 3001, 6 Pole, 375mm, 80-85 Hp - 3246gpm @ 66' TDH 15-20 yr 14965 gpmVFDs - conditioned space? 20+ 24781 gpmEstimate 20' diameter wetwell minimum

Electrical Upgrades - provide service acceptable for future pumps (160+ Hp) 1 LS 50000 $50,000 Wetwell 20' diameterInstall new 30-inch PVC FM 14100 LF 80 $1,128,000 open land 4 pumps

Total Construction Cost $2,928,000 192 in10% Contingency $292,800 16 ft diameter minimum10% Contingency $292,800 16 ft diameter minimum15% Engineering Fees $439,200Total Construction Cost $3,660,000


LS4902 (LS5004 in other scenario) - Dover Hall Master StationIn 5-10 yr turn to LS5001 and abandon approximately 4250 LF of 16" FM need conditioned space for large VFDs??10 yr flow is 2472 gpm - need to change pumps; installed 12' wetwell in 5 yr 0-5 yr 1044 gpmcontinue to pump Plum Creek flow with it 5-10 yr 2472 gpm10 yr pumps Use 3 pumps so 1250 gpm @ 100' TDH 10-15 yr 3500 gpm15 yr pumps Use 3 pumps so 1750 gpm @ 169' TDH 15-20 yr 4940 gpmConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 20+ 11059 gpm

3 EA 75000 $225,000pick pump base/motor that work for 15 yr condition and use smaller impellerFlygt CP3300 300 mm - draws less 100 Hp (but for 15 yr will need 130 Hp - same motor/VFD)Install VFDs for pumps

Change discharge pipes and valves 1 LS 60000 $60,000Remove and replace top slab for new pumps 1 LS 25000 $25,000Abandon existing 16" FM from Hwy 99 to LS4126 4250 LF 5 $21,250 Have 12' wetwellInstall 18" FM and discharge to LS5001 2500 LF 60 $150,000 low price due to virgin land CP3300 pumps are approx 26" wide - need install 3Bypass pumping 12 wk 1700 $20,400 138 in

Total Construction Cost $501,650 11.5 feet10% Contingency $50,165 Should fit in 12' wetwell 15% Engineering Fees $75,248Total Construction Cost $627 063

Change out 3 pumps in triplex station to meet operating condition 1250 gpm @ 100' TDH


Total Construction Cost $627,063

LS4992 -Plum Creek SiteApprox. 4000LF of FM pumps over to Dover Hall LS4902 0-5 yr 614 gpmincludes basins 4903 and 4904 - is in Plum Creek area and includes Buffalo Creek 5-10 yr 1228 gpm5 year flow is 615 gpm; in 5-10 year window will pump to new WWTF (through Dover Hall LS4902); 10 yr flow approx 1230 gpm; 15 yr flow approx 1450 gpm 10-15 yr 1439 gpmWill pump to Dover Hall for repumping in all cases 15-20 yr 1719 gpmConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 20+ 4275 gpm

Replace initial 10 Hp duplex pumps with triplex 34 Hp pumps/panel (sized at 34 Hp for 15 yr - probably only draw 25 Hp) 3 EA 19250 $57,750use 3 pumps so 614 gpm @ 76' TDH; Flygt NP3171 435 244mm; 34HpJust need to change impeller in 15 yr

Bypass Pumping 4 wk 1500 $6,000Total Construction Cost $63,75010% Contingency $6,37515% Engineering Fees $9,563Total Construction Cost $79,688

LS 5002 For TAZ 186 and 366 15 yr - is new growth flow potentially in TAZ185 however, is not along main route so would assume could have own PS pump to LS5002 - no additional major station LS5003 necessary until 20 yrNew Master Station along Hwy 25 north of Hwy 99 - most of flow in TAZ 366 5 year flow 0 gpm; 10 year flow 216 gpm - 150 gpm from TAZ 366 and 69 gpm from TAZ 186 0-5 yr 0 gpmInstall LS5002 around middle of TAZ 366 along Hwy 25 north of Hwy 99; Will pump to NW WPCP 5-10 yr 216 gpmPumps directly to the NW WPCP 10-15 yr 560 gpmConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 15-20 yr 710 gpm

New Duplex LS Duplex pumps 216 gpm @ 41' TDH 1 LS 200000 $200,000 20+ 710 gpmFlygt CP3102 432 curve 183mm, 5 Hp10' Diameter wetwell

Provide electrical service for future pumps (30+ Hp) 1 LS 30000 $30,000Install new 8" FM 8500 LF 30 $255,000



City and Mainland to Academy Creek WPCP

LS 4118 System

Constructed new triplex station in 5 yr- even after turn LS 4119 to NW WPCP in year 5 to 10 this capacity will be needed for other growth 0-5 yr 5,600.84 gpm5 year flow approximately 5600 gpm; 10 year flow after turn LS4119 is 3525 gpm; 15 year flow is 5100 gpm 5-10 yr 3,522.72 gpm5 year need 3 - 150 Hp pumps at 2800 gpm @ 107' TDH 10-15 yr 5,098.47 gpmdowngrade pumps after turn LS4119 - save pumps for 15 yr - or is there somewhere else can use them?? 15-20 yr 7,008.44 gpm

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 20+ 12,459.44 gpmNew pumps, panels - 1760 gpm @ 60' TDH; 40 Hp; Flygt CP3201 639 350 mm 1 LS 65000 $65,000Change pump rails, base, etc. 1 LS 8500 $8,500Bypass Pumping 8 wk 2000 $16,000

Total Construction Cost $89,50010% Contingency $8,95015% Engineering Fees $13,425Total Cost $111,875

LS 4110 System


LS 4110 System5 yr constructed new Quad station - installed all new wetwell because influent pipe on orig station came in belwo pump on elev quad station 0-5 yr 7,841.83 gpm5 year needs 4 - 150 Hp ABS pumps at 2614 gpm @ 112' TDH 5-10 yr 6,538.36 gpmFor 10 yr flow is reduced so changed pumps bc of head conditions, but can be used for 15 year pump (VFD should be fine) 10-15 yr 8,217.74 gpm

15-20 yr 10,217.76 gpmConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 20+ 12,459.44 gpm

Change 4 pumps to Flygt NP3300 634 404 85Hp 4 EA 30000 120000Bypass Pumping 3 Wk 2250 6750


LS 4109 System Already Under Construction - Removed from CIP - Completed May 2009 assume adding in septic flow in 20 yrNo growth in 10 year 0-5 yr 811 gpm


Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 20+ 921 gpmNo growth over 5 year - no construction needed 1 LS 0 0

T t l C t ti C t $0Total Construction Cost $010% Contingency $015% Engineering Fees $0Total Construction Cost $0

LS 4039 System5 Yer constructed new wetwell for 2 pumps and made quad station 0-5 yr 9,158.99 gpm10 yr flow drops and can just change impellers or with VFDs should be fine 5-10 yr 8,078.93 gpm10 year pumps need 4 - 90 Hp pumps at 2693 gpm @ 74' TDH - (5 yr pumps are Flygt CP3300 674 403mm Curve - change impeller) 10-15 yr 9,758.31 gpm10 yr switch to 380 impellers 15-20 yr 11,868.33 gpm

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 20+ 18,162.71 gpmChange impellers in 4 pumps to Flygt NP3300 640 380 impellers - still 90 Hp 4 EA 1750 7000Bypass Pumping 3 Wk 2500 7500


LS 4048 System5 yr Construct new Quad station - new 125 Hp pumps with 3510 gpm @ 96' TDH ABS 2501, 6 Pole5 yr Construct new Quad station new 125 Hp pumps with 3510 gpm @ 96 TDH ABS 2501, 6 Pole5 yr Put in new forcemain dedicated to LS4048 will run 24" parallel to 16" from LS4048 to LS4028; then after LS4028 will run a 30" 0-5 yr 10,529.34 gpmLS4028 will continue to pump down to LS4006 through existing fm where it will discharge to LS4006 for repumping 5-10 yr 9,449.27 gpmLS4048 discharges to 4004 basin for gravity flow 10-15 yr 11,128.65 gpm

15-20 yr 13,238.67 gpm20+ 19,533.06 gpm

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs10 yr flow (ABS 2501 6 Pole) Pumps are on VFDs - no need to change 0 LS 0 $0

3150 gpm @ 108' TDH $0Total Construction Cost $010% Contingency $015% Engineering Fees $0Total Construction Cost $0


LS 4028No upgrades to LS 4028 actual station are necessary - LS4048 will be separated off and put on new dedicated forcemain 0-5 yr 1392 gpmBase flow 1320 gpm; 5-year and beyond is 1392 gpm 5-10 yr 1392 gpmLS4028 will continue to pump through existing 16" fm and will discharge to LS4006 for repumping - valves already in place to do this 10-15 yr 1392 gpmin 5 yr oper conditions are 1392 gpm @ 40' TDH - existing triplex 35 Hp pumps handle or can replace impellers for better fit 15-20 yr 1392 gpm

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 20+ 1392 gpmNo upgrades are necessary - same condition as 5 yr 0 LF 0 0

Total Construction Cost $010% Contingency $015% Engineering Fees $0Total Construction Cost $0

LS 4023Base flow is 432 gpm; stays the same through 20 year 0-5 yr 432 gpmNo upgrades necessary for future expansion 5-10 yr 432 gpm

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 10-15 yr 432 gpmNo upgrades are necessary 0 LF 0 0 15-20 yr 432 gpm

Total Construction Cost $0 20+ 432 gpm10% Contingency $0


10% Contingency $015% Engineering Fees $0Total Construction Cost $0

LS 4021Upgrades for Rehab will install a new pump station for 2475 gpm - current station undersized for base flow5 yr flow 2762 gpm - same throughout buildout - installed new pump station in 5 yr (and under rehab) 0-5 yr 2762 gpmCurrently pumps to and flows through 24" gravity line with Basins LS4023, 4044, 4056, 4021, 4022, 4043, 4011, 4007 and 4021 5-10 yr 2762 gpmdownstream gravity approx 3500 gpm - 24" gravity appears to be acceptable 10-15 yr 2762 gpm

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 15-20 yr 2762 gpmNo upgrades are necessary 0 LS 0 0 20+ 2762 gpm


LS4006 System 0-5 yr 5000 gpm5 yr rehab existing LS with new pumps; take flow from LS4028 and repump south to approx LS4010 and install gravity to K Street 5-10 yr 5000 gpmLS4006 will continue to pump the flow from all upstream basins and stations except LS4048; it will now repump LS4028 10-15 yr 5000 gpmEvaluated 24" gravity sewer upstream of LS4006 and appears to be adequate for future flows 15-20 yr 5000 gpmFlows stay the same through the 5 to 20 yr period so no additional upgrades necessary 20+ 5000 gpmNew station pumps 2500 gpm @ 82' TDH

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsNo upgrades necessary 0 LS 0 $0


LS4005 System5 yr demolish LS4005 and install gravity to 2nd Street for discharge to WPCPBase flow is 326 gpm; will take in some flow from septic areas to north - future flow 394 gpm throughout 20 yr 0-5 yr 394 gpm

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 5-10 yr 394 gpmNo upgrades necessary 0 LS 0 $0 10-15 yr 394 gpm

Total Construction Cost $0 15-20 yr 394 gpm10% Contingency $0 20+ 394 gpm15% Engineering Fees $0Total Construction Cost $0


LS 4126LS4126 will continue to pump to Academy Creek but in future but in 10 yr window Dover Hall (4902) and Plum Creek (4992) with turn north10 yr flow drops to 1028 gpm; 15 yr flow 1090 gpm (turned Dover Hall/Plum Creek north in 10 yr)5 yr rehab existing LS with new pumps to handle 0-5 yr 1608 gpm10 yr condition 515 gpm @ 51' TDH/64' TDH 5-10 yr 1029 gpmTriplex Pump Station 10-15 yr 1088 gpmConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 15-20 yr 1088 gpm

Operating condition from 5 yr drops signficantly in 10 yr - options with pumps 3 EA 1250 3750 priced for trim/change imp 20+ 1088 gpmInstall original pumps Flygt CP3152 15 Hp 488 curve 288 mm imp or not sure can reduce impeller in 5 yr pumps - smallest in HT curve setCould change/trim impeller in 5 yr 45 Hp pumps could reinstall the original pumps but would need change rails515 gpm @ 51'/64' TDHMove the 5 yr pumps to LS4127

Remove/replace pump rails, pump bases, etc. 1 LS 8500 8500Bypass Pumping 4 Wks 1200 4800



LS 4132 System (Hermitage Island) was 4901 - ATM5 yr fm after manifold with LS4126 was upgraded to 16" Fm - needed to reduce impeller for LS4901 for 5 yrThis lift station will continue to use the existing flow path to Academy Creek WWTF - LS 4126 north will also utilize it10 yr leave 10" fm as is; need to upgrade pumps though - move LS4127 original pumps to LS4901 in 10 yr5 yr 616 gpm @ 38/54' TDH; 10 yr 616 gpm @ 90/100' TDH 0-5 yr 616 gpmTriplex Station - 10' wetwell 5-10 yr 1232 gpmConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 10-15 yr 1232 gpm

Move original/5 yr 30 Hp pumps from LS4127 to LS4901 in 10 yr - replace 20 Hp pumps 3 LS 250 $750 15-20 yr 1232 gpmFlygt CP3170 30 Hp 442 curve 287 imp 20+ 1232 gpmThese pumps are a few feet shy of the TDH but can move 600 gpm each - should be fine

Remove/replace top slab to reset/separate discharge lines/pumps - not enough space btwn pump CL 1 LS 17500 $17,500Remove 4" discharge piping and valves and replace with 6" piping and valves 1 LS 19500 $19,500Remove existing valve vault and replace with larger valve vault 1 LS 7500 $7,500Control Panel/Electrical Upgrades? 1 LS 12500 $12,500Bypass Pumping 6 Wks 1200 $7,200 Pumps will fit in 10' ww (LS4127 has 10' wetwell)

Total Construction Cost $64,950 But not enough separation between pump centerlines currently10% Contingency $6,49515% Engineering Fees $9,743Total Construction Cost $81,188

LS 4127 System5 yr flow 2450 gpm - 5 yr upgrade to 16" FM fine - gives pump oper cond. Of 1200 gpm @ 57' TDH10 yr flow 2700 gpm - Need upgrade pumps 1350 gpm @ 63' TDH (curve just shy)LS4126 continues to LS4127 however in 5-10 yr window Dover Hall and Plum Creek come off of LS4126 and go north 0-5 yr 2486 gpmTriplex Pump Station 5-10 yr 2725 gpm


Move 5 yr 45 Hp pumps from LS4126 to LS4127 in 10 yr - replace 30 Hp pumps 3 EA 250 $750 20+ 2986 gpmFlygt NP3202 45 Hp 462 Curve 278 mm imp $0

Control Panel/Electrical Upgrades? 1 LS 17500 $17,500Pipeburst 18" gravity sewer to 24" (approx 13' deep) 400 LF 185 $74,000Line 4' manholes (approx 13' deep) 3 EA 1575 $4,725Bypass Pumping 12 Wks 1500 $18,000 Flyt NP3202 impel 462 45Hp - appears 3 of these will fit in the 10' WW w/ no problem - may have to pull top slab

Total Construction Cost $114,975 9.625 pumps are 22.5"; need 12" space between; need 12" on either side to wetwell wall10% Contingency $11,498 4.1875 pumps are 50.25" long15% Engineering Fees $17,246 Existing wetwell is 10' diameterTotal Construction Cost $143,719 Probably won't need pull top slab as existing pumps are 30 Hp


LS 4105 System5 yr constructed new triplex pump station, new 16" fm and 24" gravity sewer 0-5 yr 2252 gpm5 yr flow 2252 gpm; 10 yr flow 2659; 15 yr flow 2723 gpm - lot of flow from Pinecrest 5-10 yr 2659 gpmSized 5 yr pumps to cover 10 yr flows with just impeller change 10-15 yr 2723 gpmConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 15-20 yr 2723 gpm

Change triplex impellers to 330 mm - 452 curve (same pump/motor), 47 Hp 3 EA 1250 3750 20+ 2723 gpmTriplex Flygt CP3201 47 Hp 452 curve - 5 yr 636 curve 335 mm impellerCondition 1329 gpm @ 70' TDH

Bypass Pumping 2 Wk 1500 3000 will carry through 20 yr periodTotal Construction Cost $6,75010% Contingency $67515% Engineering Fees $1,013Total Construction Cost $8,438

LS 4107 System5 yr constructed new triplex lift station, new 12" fm, new 18" gravity sewer 0-5 yr 1859 gpm5 yr flow 1858 gpm; 10 yr flow 2143 gpm; 15 yr 2208 gpm - lot of flow from Pinecrest 5-10 yr 2143 gpmSized 5 yr pumps to cover 10 yr flows with just impeller change 10-15 yr 2208 gpm


Sized 5 yr pumps to cover 10 yr flows with just impeller change 10-15 yr 2208 gpmConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 15-20 yr 2208 gpm

Change triplex impellers to 227 mm - 434 curve (same pump/motor) 3 EA 1250 3750 20+ 2208 gpmTriplex Flygt NP3153 20 Hp 435 curve - 5 yr 217 mm impeller

Bypass Pumping 2 Wk 1500 3000 will carry through 20 yr periodTotal Construction Cost $6,75010% Contingency $67515% Engineering Fees $1,013Total Construction Cost $8,438

LS 4036Triplex LS - 3 different pumps5 yr put in 20" FM, changed 100 Hp pump impellerGravity is fine for 5 year Original Pumps (100 HP - 4000 gpm @ 70 TDH) (20 HP 1400 gpm @ 35 TDH) (60 HP - 2800 gpm @ 57 TDH) 10 yr - change out 20 Hp pump to 4000 gpm @ 40' - need new valves/pipe; upgrade gravity sewerAt 10 year are exceeding capacity of original pumps; provide additional storage volumeConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 0-5 yr 5233 gpm

Change 20 Hp pump to have 4000 gpm @ 44' capacity - Flygt NP3300 63-675 358 mm, 90 Hp 1 LS 35000 35000 5-10 yr 5879 gpmAt 5900 gpm in FM get 44' TDH - pumps will give 4000 gpm @ 44' (new pump 90 Hp); 10-15 yr 6205 gpm2600 gpm @ 44' (60 Hp); 3700 gpm @ 44' (100 Hp) 15-20 yr 6205 gpmgp @ ( p) gp @ ( p) y gpWill have somewhere between approx 6000 gpm and 7000 gpm even with 1 pump out 20+ 6205 gpm

Construct additional wet well storage 1 LS 150000 150000Electrical service- VFD currently on 20 Hp was on 100 Hp pump so should be ok 1 LS 30000 30000Generator (added 90 Hp pump in place of 20 Hp) 1 LS 85000 85000Remove and replace existing suction/discharge piping and install new 12" pipes and valves 1 LS 22500 22500Bypass pumping 24 Wks 1900 45600Pipeburst 18" gravity sewer (carries discharge from LS4127) to 24" gravity sewer 4100 LF 185 758500Line manholes along 18" route of pipebursting 12 EA 1575 18900Replace 24" and 30" gravity sewer (approx 16 - 18' deep) after LS4105 discharges with 36" gravity 1800 LF 315 567000Remove 24" and 30" gravity sewer 1800 LF 30 54000Install new 5' diameter manholes with liner/coating (approx 16 - 18' deep) 8 EA 6250 50000



LS 40355 yr rework Fairbanks Morse 25 Hp pumps or install 3 new 25 Hp Flygts to get 3500 gpm @ 20' TDH; replaced 16" FM with 24" FM5 yr flow 6078 gpm; 10 yr flow 6722 gpm; 15 yr flow 7050 gpm10 yr - 5 yr pumps work with impeller change sufficient for 10 yr and on 0-5 yr 6078 gpmGravity is 30" and has very steep slope - can take approximately through 10 yr (increase to 36" in 15 Year) 5-10 yr 6722 gpmConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 10-15 yr 7050 gpm

5 yr pumps sufficient with impeller change- condition 3362 gpm @ 20' TDH - Flygt 25 hp 0 15-20 yr 7055 gpm0 20+ 7055 gpm


LS 4WTP System5 yr Upgrades from North Interceptor to Academy Creek WPCPcollecting everything but LS4002, LS4003, LS4006 and LS4028 Varies throughout basin - can't just use 1 number

5 yr flow 22,000 gpm; 10 yr flow 21,600 gpm; 15 yr flow 23,300 gpm 0-5 yr 22000 gpmConstruction Cost for Expansion No Unit Cost/Unit Engineer's Opinion of Construction Costs 5-10 yr 21600 gpm


Construction Cost for Expansion No. Unit Cost/Unit Engineer s Opinion of Construction Costs 5-10 yr 21600 gpmNo upgrades necessary - 5 yr gravity upgrades sufficiently sized for 10 yr condition 0 LS 0 0 10-15 yr 23300 gpm

Total Construction Cost $0 15-20 yr gpm10% Contingency $0 20+ gpm15% Engineering Fees $0Total Construction Cost $0

LS 4002 Gravity SystemNo construction is necessary due to future growthAll the necessary work for LS4002 basin is covered under the Rehab CIPConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs

Demolish existing LS 4002 (on rehab list) 0 LS 75000 0 Existing Station is Duplex and has enough capacity for this flowVarious Bypass pumping 36 wk 2750 99000 0-5 yr 3512 gpm Liberty HarborInstall new 30" PVC gravity sewer (to point where LS4003 was) - 16' to 20' deep 4300 LF 375 1612500 5-10 yr 4422 gpm Liberty Harbor

to handle liberty harbor - goes in conjunciton with demo LS4002 10-15 yr 4422 gpmNew 5' manholes with lining (16 - 20 ft deep) 12 Ea 6500 78000 15-20 yr 4422 gpmAbandon Existing 16" forcemain (on rehab list) 0 LF 5 0 20+ 4422 gpm

Total Construction Cost $1,789,50010% Contingency $178,950g y15% Engineering Fees $268,425Total Construction Cost $2,236,875

LS40035 yr demolish station and install gravity sewer to Academy Creek WPCP - covered under Rehab and 5 yr Future

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 0-5 yr 9832 gpmNo upgrades necessary 0 LF 0 $0 5-10 yr 9832 gpm

Total Construction Cost $0 10-15 yr 9832 gpm10% Contingency $0 15-20 yr 9832 gpm15% Engineering Fees $0 20+ 9832 gpmTotal Construction Cost $0


Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsNo upgrades necessary 0 LS 0 0

Total Construction Cost $0Total Construction Cost $010% Contingency $015% Engineering Fees $0Total Construction Cost $0


Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 10-15 yr 940 gpmNo upgrades necessary 0 LS 0 0 15-20 yr 940 gpm



Exit 29 WPCP Future CIP

Exit 29 WPCP - Constructed Capacity 1.5 MGD with potential upgrade to 2.0 MGD - with Reuse Capacity for 0.5 MGDEnd of 10 year period projected sewer demand is 1.73 MGDConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs

Construct 0.5 MGD Upgrade for Reuse (total WPCP capacity 2.0 MGD with 0.5 MGD Reuse) 1 LS 2500000 $2,500,000 Based on Haskell Cost sheetReuse Distribution System for 0.5 MGD Listed Defer Reuse System as

1) Construct 16" Reuse Main from WPCP about 1/2 way to Peninsula 11000 LF 105 $1,155,000 high for other improvements $1,788,939should not require booster station roads, etc.assume can be used by new developments along the way - Cobblestone, new school

2) Distribution system towards Blue beacon 16" 1 LS 1655700 $1,655,700 Based on Reuse StudyTotal Construction Cost $5,310,70010% Contingency $531,07015% Engineering Fees $796,605Total Construction Cost $6,638,375

LS 3101 Master Lift Station5 yr installed 3rd pump, upgraded to 12" fm and separated from LS311410 yr do not have enough capacity with existing pumps; keep as triplex requires 35-40 Hp pumps - won't fit in 8' dia wetwell


10 yr do not have enough capacity with existing pumps; keep as triplex requires 35-40 Hp pumps - won t fit in 8 dia wetwellLS3301 and 3300 discharge to this stationdischarging to headworks of plant 37' static head 0-5 yr 1634 gpmin 15 yr will have to upgrade the FM to 18" (didn't want to oversize now and is only 2417 LF from LS3101 to WPCP) 5-10 yr 2450 gpmGravity sewer upstream of LS is not sufficient for discharge from LS3103 and LS3121 - in 5 yr upgrade to 15" gravity sewer 10-15 yr 3265 gpmsite does not have a lot of space in fenced area but could move in to ROW area more 15-20 yr 4065 gpmCould possibly rework existing wetwell but easier install new influent 20+ 11492 gpmConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs

Install new receiving manhole on LS site (18' deep) with liner? 1 EA 6250 6250Install new influent 24" gravity sewer (18' deep) 100 LF 250 $25,000Abandon existing influent 12" gravity sewer in street to wetwell 100 LF 30 $3,000Construct new 12' diameter wetwell with liner/coating 1 LS 150000 150000 Sjze wetwellNew triplex pumps and panel - Flygt NP3171 433 curve 266mm in 10 yr , 34 Hp frame (Could serve 15 yr, but reduce impeller s 1 LS 150000 150000 30" width pum 12.16666667

10 yr design condition 1129 gpm @ 77' TDHAbandon/demolish existing wetwell/valve vault 1 LS 35000 35000 16" spacing between pumpsNew discharge piping and valves 1 LS 75000 $60,000 12" spacing between wall and out pumpsElectrical 1 LS 50000 50000 61" long pumpBypass Pumping 24 wk 1500 36000Site work - fencing, etc. 1 LS 20000 20000Installed generator under 5 yr but may need replace 1 LS 75000 75000

T l C i C $610 2 0Total Construction Cost $610,25010% Contingency $61,02515% Engineering Fees $91,538Total Construction Cost $762,813

LS 31035 yr changed duplex pumps and upgraded electrical service; 5 year pumps to be able serve through 10 yr flow (with impeller change) would be CP 3152 436/256 Imp; 6"/4" discharge; 20 Hp 0-5 yr 382 gpmExisting 5973 LF 6" FM is fine in 5 - 10 year 5-10 yr 480 gpm

10-15 yr 578 gpm15-20 yr 578 gpm

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 20+ 578 gpmDuplex Flygt CP3152 436 256 mm installed 5 yr - in 10 yr change imp to 275 mm 2 EA 1250 2500

366 gpm @ 99' TDH New pumps are 17.25" wide and 46" long - should fit in 6' wetwellBypass Pumping 3 Wk 1200 3600 Stoage Volume

Total Construction Cost $6,100 10 yr Only 6' wetwell10% Contingency $610 Will have somewhere btwn 10 / 15 starts per hr. This with 15 starts15% Engineering Fees $915 640Total Construction Cost $7,625 85.56149733Total Construction Cost $7,625 85.56149733

3.027653833 ft storage depthappears to be enough room in wetwell for this

LS 3114 Master Lift Station10 Yr new pumps5 Yr moved to make this a master LS; separated from LS3101 (also master station); upgraded to 12" FM; new 18/21" gravity5 yr pumps 532 gpm @ 59'; 10 yr 892 @ 82' 18"/21" gravity sewer handles through 10 year; 24"/30" will take through 20 yrConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 0-5 yr 1,151.85 gpm 55' TDH

Change pumps in 10 yr NP3171 454 270 mm, 30 Hp - in 15 year change imp to 255 3 EA 25000 75000 5-10 yr 1,872.08 gpm 67.5936 gpm @ 86' TDH 10-15 yr 2,685.21 gpm 85

Bypass Pumping 3 wk 1500 4500 15-20 yr 3,300.57 gpmTotal Construction Cost $79,500 20+ 8,982.02 gpm10% Contingency $7,95015% Engineering Fees $11,925Total Construction Cost $99,375


LS 31215 yr upgraded existing pumps 362 gpm @ 65' TDHLS3121 discharge to LS3101 0-5 yr 362 gpmCondition same throughout 20 yr period 5-10 yr 362 gpm

10-15 yr 362 gpm15-20 yr 362 gpm

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 20+ 362 gpmNo Upgrades Necessary 0 LS 0 0


LS 3123Existing duplex 6' dia wetwell; 20 Hp pumps 230 gpm @ 103' TDHdischarging to new 24" gravity from LS3114 - shorten FM 0-5 yr 203 gpmSplit flow in the area to 2/3 to LS 3123 and 1/3 to LS 3129 5-10 yr 314 gpmExisting FM from LS3123 to Manifold (where LS 3129 connects) 2 907’ of 6” FM 10-15 yr 425 gpm


Existing FM from LS3123 to Manifold (where LS 3129 connects) 2,907 of 6 FM 10-15 yr 425 gpmFrom Manifold to manhole 5,916’ of 6” FM 15-20 yr 425 gpm5 yr pumps do not have enough capacity 20+ 425 gpm

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs10 year re-install original pumps and change impeller 2 EA 1100 2200

Change to CP3152 432 impeller 432 curve 266 mm - same motor 25-15-4AA 20 HpDesign condition 290 gpm @ 82'/95' TDH (so high with LS3129 because it pumps more than needed)

Bypass pumping 4 wks 550 2200Total Construction Cost $4,40010% Contingency $44015% Engineering Fees $660Total Construction Cost $5,500

LS 3129 - Satilla Sandsno design information - is proposed pump stationFor LS3123 changed forcemain to 8" in 10 yr - potentially cause runout condition for LS3129 and impacts LS3123 because pump so much - change impeller on existing pumps 0-5 yr 60 gpm

0-5 yr: 116 gpm 5-10 yr 60 gpm5-10 yr: 167 gpm 10-15 yr 60 gpmConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 15-20 yr 60 gpmp g p y gp

Change impellers on duplex CP3127 pumps - avoid runout and better meet operating point 2 EA 1150 2300 20+ 60 gpmNew impellers Flygt CP3127 463-231mm - only require 7.5 Hp had to change because pumps so much affects LS3123 pumpsCan pump approximately 200 gpm @ 50' TDH with LS3123 in operation

Bypass Pumping 3 Wks 500 1500Total Construction Cost $2,30010% Contingency $23015% Engineering Fees $345Total Construction Cost $2,875


LS 3200 Cobblestone Located central to subdivisionno design information - is proposed pump station 0-5 yr 139 gpm

5-10 yr 154 gpm5 yr - install duplex pump station and 6" forcemain 10-15 yr 170 gpm15 yr change impeller to 464 curve 162mm 15-20 yr 184 gpm15 yr change impeller to 464 curve 162mm 15-20 yr 184 gpm

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 20+ 318 gpmNo Upgrades Necessary 0 LS 0 0Pumps installed in 5 yr sufficient for 10 yr condition 210 gpm @ 26' TDH 0

Flygt NP3102 5 Hp, 465 curve 152 mmTotal Construction Cost $010% Contingency $015% Engineering Fees $0Total Construction Cost $0


LS3301located farthest proposed pump station on northwest area of south mainlanddischarging to LS3300 for repumpingproposed 12" fm on GIS is enough through 15 yr 0-5 yr 573 gpm5 yr installed triplex station with 2 pumps and new 12" fm 5-10 yr 1122 gpm10 yr just change impeller and add 3rd pump 10-15 yr 1670 gpmFrom LS3301 to LS 3300 12,916’ of 12” FM 15-20 yr 2322 gpm

20+ 8646 gpm

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsTriplex Pump Station - change impellers on 2 pumps 2 EA 1250 2500

10 yr imp. 463 curve 263mm for 560gpm @ 75' TDH (20Hp)assume wetwell about 20' deep and 12' diam.

Install 3rd pump 1 EA 13500 13500Bypass Pumping 4 Wks 1500 6000



LS3300discharging to LS3101repumps LS3301going to discharge to to LS3101 - make 3101 and 3114 regional master stations 0-5 yr 946 gpm5 yr installed triplex station with 2 pumps and new 14" fm 5-10 yr 1859 gpm10 yr have to install 3rd pump and change pumps to 34 Hp (from 20 Hp) 10-15 yr 2701 gpm

15-20 yr 3802 gpm20+ 10328 gpm

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsTriplex station - change 2 of 20 Hp pumps to 34Hp pumps and add 3rd 34 Hp pump 1 LS 50000 50000

Flygt NP3171 433 curve 266 mm imp - 34 HpBoth the 20 Hp (5 yr) and 34Hp (10 yr) pumps have 6" outlet

Bypass Pumping 4 Wks 1500 6000Total Construction Cost $56,00010% Contingency $5,60015% Engineering Fees $8,400Total Construction Cost $70,000

LS 3302 - out near Peninsulabased on ATM evaluation do not need this in the 0-5 yr window and unlikely need in 5-10 yr window. Most flow could be pumped directly into 16" fm 0-5 yr 373 gpm

forcemain is already built from Peninsula to LS3114 manhole and can be cut back to discharge in 24" gravity sewer install up to US17/Buckswamp Road and South Port Pkwy 5-10 yr 967 gpmIn 15 yr will need to switch out pumps - tried to find 10 yr pumps that could just change imp in 15 yr but flows/head won't work 10-15 yr 1653 gpm

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 15-20 yr 2255 gpmInstall Triplex Pump Station 1 LS 375000 375000 20+ 7802 gpm

Install 3 - Flygt NP3153 453 curve 217 mm, 15 Hp and for 34 hp electrical serviceassume wetwell about 20' deep and 12' diam. 12' dia wetwell will fit 15 yr pumps with more than 18" between pumps and 12" off ww wallsize valve vault large enough for 10" valves?

Bypass Pumping 4 Wks 1200 4800Total Construction Cost $379,80010% Contingency $37,98015% Engineering Fees $56,970Total Construction Cost 20 hp $474,750

LS 3303 Terra Nova - not needed for 10 yr condition any flows need to go direclty to this station or just repumping??LS 3303 Terra Nova - not needed for 10 yr condition any flows need to go direclty to this station or just repumping??Do not see a need for this station in the 5-20 yr period as a repumping station since shortened fm from Peninsula and discharge to LS3114 gravity and not WPCP



German Village/Burns TractTo collect septic systems and planned development - was previously on Future Development CIP in SSI W/S MPSeptic systems in German Village installed 1964 - 2002; high potential for failuresGerman Village estimated 272 lots; 37 with septic systems; Burns Tract 16 lots; Total 169 gpm Install new gravity sewer, lift station, and forcemain and discharge to LS2056Will require upgrades to LS2056 - listed separately

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsInstall new 8" gravity sewer (4' to 13' deep) 18600 LF 95 1767000install new 4' diameter manholes with lining/coating 54 EA 3250 175500Install new duplex lift station - Flygt CP3127 481 imp, 10 Hp (LSFUT5) 1 LS 175000 175000Install new 4-inch FM 3000 LF 27.5 82500Bypass Pumping 4 Wk 1000 4000



Hampton PointTo collect septic systems - was previously on Future Development CIP in SSI W/S MPSubdivision over 30 years old; Septic systems installed 1979 - 2005; significant potential for failures; 9 repairs documented by County as of 2006Estimated 202 lots - 131 have septic systems - estimate 196 gpm for subdivision Install new gravity sewer, 2 lift stations, and forcemain and discharge to LS2033Will require upgrades to LSs 2033, 2056, 2032 - listed separately

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsInstall new 8" gravity sewer (4' to 15' deep) 18300 LF 100 1830000install new 4' diameter manholes with lining/coating 61 EA 3300 201300Install new duplex lift station - Flygt CP3102 432 imp, 5 Hp (LSFUT2) 1 LS 150000 150000Install new duplex lift station - Flygt CP3127 481 imp, 10 Hp (LSFUT3) 1 LS 175000 175000Install new 4-inch FM 4600 LF 27.5 126500Install new 6-inch FM 12000 LF 30 360000Bypass Pumping 4 Wk 1000 4000


The Landings at West PointProposed subdivision in area of West Point Plantation - was previously on Future Development CIP in SSI W/S MPNo septic tanks as of 2006Estimated 22 lots - estimate 18 gpm for subdivision Install new gravity sewer to discharge to existing West Point (Lake) gravity sewer; based on as-builts for this area is deep enough to collectWill require upgrades to LS 2038 (the West Point Plantation will be the main reason need to upgrade)

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsInstall new 8" gravity sewer (4' to 6' deep) 500 LF 75 37500Install new 8" gravity sewer (6' to 8' deep) 600 LF 85 51000install new 4' diameter manholes with lining/coating (4 to 6' deep) 2 EA 2900 5800install new 4' diameter manholes with lining/coating (6 to 8' deep) 2 EA 3050 6100Bypass Pumping 6 Wk 1000 6000



West Point PlantationPrimarily expansion of existing subdivision - was previously on Future Development CIP in SSI W/S MPExisting West Point Plantation has public sewer; are 20 septic tanks in subdivision area installed 1983 - 1998Estimated 200 lots - 20 have septic systems - estimate 167 gpm for subdivision Install new gravity sewer, 2 lift stations, and forcemain and discharge to existing West Point gravity sewerUse 1 new lift station on north side of existing West Point Plantation and 1 new lift station on south side of West Point PlantationWill require upgrades to LS 2038

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsInstall new 8" gravity sewer (4' to 6' deep) 6000 LF 75 450000Install new 8" gravity sewer (6' to 8' deep) 5850 LF 85 497250Install new 8" gravity sewer (8' to 10' deep) 2310 LF 90 207900Install new 8" gravity sewer (10' to 12' deep) 400 LF 100 40000install new 4' diameter manholes with lining/coating (4' to 6' deep) 18 EA 2900 52200install new 4' diameter manholes with lining/coating (6' to 8' deep) 18 EA 3050 54900install new 4' diameter manholes with lining/coating (8' to 10' deep) 8 EA 3250 26000install new 4' diameter manholes with lining/coating (10' to 12' deep) 3 EA 3500 10500Install new duplex lift station - 10 Hp 2 LS 175000 350000Install new 4-inch FM 2000 LF 27.5 55000Upgrades to LS 2038 - need additional 185 gpm capacity 2 EA 18750 37500

Install duplex Flygt CP 3170 464 imp 30 Hp pumps (total capacity 350 gpm @ 108 ft TDH)


Install duplex Flygt CP-3170, 464 imp, 30 Hp pumps (total capacity 350 gpm @ 108 ft TDH)Remove/replace top slab, reset rails/piping 1 LS 6750 6750Electrical Upgrades 1 LS 16500 16500 Pumps Fit 6' diameter wetwellBypass pumping 8 wks 1000 8000 pumps 22" wide and 49" long


Oak Grove/Dunbar Acres/Draughton SubdivisionTo collect septic systems - was previously on Future Development CIP in SSI W/S MPSeptic systems installed 1964 - 2003 (Dunbar Acres), Orange Grove may have been installed prior to permitting requirements; Draughton subdivision 1994 - 2001 ; high potential for failures from Dunbar Acres and Orange GroveEstimated 75 (17 Orange Grove, 49 Dunbar Acres, 9 Draughton) homes with septic systems - 65 gpm Install new gravity sewer, lift station, and forcemain and discharge to proposed St. Clair Estates SewerPut in 10 year CIP even though septic 40+ years old because already have 3 major systems in 5 year CIP for septic removal based on feedback from United Water/JWSC/Glynn County

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsInstall new 8" gravity sewer (4' to 15' deep) 6800 LF 100 680000Install new 8 gravity sewer (4 to 15 deep) 6800 LF 100 680000install new 4' diameter manholes with lining/coating 20 EA 3300 66000Install new duplex lift station - Flygt CP3067 265 imp, 2 Hp (LSFUT6) 1 LS 125000 125000Install new 4-inch FM 4000 LF 27.5 110000Bypass Pumping 4 Wk 1000 4000


Central Park/Riverview ParkTo collect septic systems - was previously on Future Development CIP in SSI W/S MPSeptic systems installed 1963 - 2000 (Central Park), 1964 - 2002 (Riverview Park); high potential for failuresEstimated 138 (81 Central Park, 57 Riverview Park) homes (40 with septic as of 2006 - 16 failures) 115 gpm Install new gravity sewer, lift station, and forcemain and discharge to LS2003 existing gravity sewerPut in 10 year CIP even though septic 40+ years old because already have 3 major systems in 5 year CIP for septic removal based on feedback from United Water/JWSC/Glynn County

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsInstall new 8" gravity sewer (4' to 10' deep) 8500 LF 90 765000i t ll 4' di t h l ith li i / ti 25 EA 3250 81250install new 4' diameter manholes with lining/coating 25 EA 3250 81250Install new duplex lift station - Flygt CP3085 434 imp, 3 Hp (LSFUT8) 1 LS 125000 125000Install new 4-inch FM 1400 LF 27.5 38500Bypass Pumping 4 Wk 1000 4000



El DoradoTo collect septic systems - was previously on Future Development CIP in SSI W/S MPSeptic systems installed 1963 - 1998 ; high potential for failures (6 failures by 2006)Estimated 46 homes (23 with septic as of 2006) 38 gpm Install new gravity sewer and discharge to LS2007 existing gravity sewerPut in 10 year CIP even though septic 40+ years old because already have 3 major systems in 5 year CIP for septic removal based on feedback from United Water/JWSC/Glynn County



JewtownTo collect septic systems and potentially new development - was previously on Future Development CIP in SSI W/S MPSeptic systems installed 1964 1997 ; high potential for failures (1 failures by 2006)


Septic systems installed 1964 - 1997 ; high potential for failures (1 failures by 2006)Estimated 20 lots (4 with septic as of 2006) 17 gpm Install new gravity sewer and discharge to LS2030 existing gravity sewerNot normal platted subdivision - some very large lots; difficult to determine a sewer layoutPut in 10 year CIP even though septic 40+ years old because already have 3 major systems in 5 year CIP for septic removal based on feedback from United Water/JWSC/Glynn County

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsInstall new 8" gravity sewer (4' to 6' deep) 800 LF 75 60000Install new 8" gravity sewer (6' to 8' deep) 400 LF 85 34000install new 4' diameter manholes with lining/coating (4 - 6- ft depth) 4 EA 2900 11600install new 4' diameter manholes with lining/coating (6 - 8 ft depth) 3 EA 3050 9150Bypass Pumping 6 Wk 1000 6000


Silver LakeSilver LakeTo collect septic systems and potentially new development - was previously on Future Development CIP in SSI W/S MPSeptic systems installed 1963 - 2003 ; high potential for failures (1 failures by 2006)Estimated 10 lots (3 with septic as of 2006) 8 gpm Install new gravity sewer and discharge to existing gravity sewer on Frederica RoadNot normal platted subdivision - some very large lots; difficult to determine a sewer layoutPut in 10 year CIP even though septic 40+ years old because already have 3 major systems in 5 year CIP for septic removal based on feedback from United Water/JWSC/Glynn County




Southern OaksTo collect septic system and potentially new development - was previously on Future Development CIP in SSI W/S MP1 septic system installed 1963 ; high potential for failureEstimated 9 lots (1 with septic as of 2006) 8 gpm Install new gravity sewer and discharge to existing gravity sewer on Kings WayPut in 10 year CIP even though septic 40+ years old because already have 3 major systems in 5 year CIP for septic removal based on feedback from United Water/JWSC/Glynn County



Township Bluff Phase IITo collect new development was previously on Future Development CIP in SSI W/S MP


To collect new development - was previously on Future Development CIP in SSI W/S MPEstimated 49 lots - 41 gpm Install new gravity sewer, to LS on N. Harrington Drive (constructed with Township Bluff development); will discharge to existing LS2054 gravity sewer LS will collect the N. Harrington S/D, the Township Bluff, the Township Bluff Phase II, and Rose Hill (approximately 156 gpm total)No upgrades to LS2054 are required if the Rehab CIP is constructed

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsInstall new 8" gravity sewer (4' to 6' deep) 800 LF 75 60000Install new 8" gravity sewer (6' to 8' deep) 800 LF 85 68000Install new 8" gravity sewer (8' to 10' deep) 700 LF 90 63000install new 4' diameter manholes with lining/coating (4' to 6' deep) 4 EA 2900 11600install new 4' diameter manholes with lining/coating (6' to 8' deep) 3 EA 3050 9150install new 4' diameter manholes with lining/coating (8' to 10' deep) 1 EA 3250 3250Bypass Pumping 6 Wk 1000 6000


N. Harrington SubdivisionTo collect new development and septic areas - was previously on Future Development CIP in SSI W/S MPTo collect new development and septic areas was previously on Future Development CIP in SSI W/S MPEstimated 78 lots - 65 gpm Numerous septic tanks in this area - some constructed back in 1963, high potential for septic system failureInstall new gravity sewer, to LS on N. Harrington Drive (constructed with Township Bluff development); will discharge to existing LS2054 gravity sewer LS will collect the N. Harrington S/D, the Township Bluff, the Township Bluff Phase II, and Rose Hill (approximately 156 gpm total)No upgrades to LS2054 are required if the Rehab CIP is constructed

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsInstall new 8" gravity sewer (4' to 6' deep) 2550 LF 75 191250Install new 8" gravity sewer (6' to 8' deep) 1970 LF 85 167450Install new 8" gravity sewer (8' to 10' deep) 600 LF 90 54000Install new 8" gravity sewer (10' to 12' deep) 260 LF 100 26000install new 4' diameter manholes with lining/coating (4' to 6' deep) 8 EA 2900 23200install new 4' diameter manholes with lining/coating (6' to 8' deep) 6 EA 3050 18300install new 4' diameter manholes with lining/coating (8' to 10' deep) 2 EA 3250 6500install new 4' diameter manholes with lining/coating (10' to 12' deep) 1 EA 3500 3500Bypass Pumping 6 Wk 1000 6000



Plantation PointTo collect septic systems - was previously on Future Development CIP in SSI W/S MPSeptic systems 1968 - 1987; high potential for failures11 lots; 5 with septic systems; Total 12 gpm Install new gravity sewer and discharge to existing LS2032 gravity sewer

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsInstall new 8" gravity sewer (6' to 10' deep) 1000 LF 95 95000install new 4' diameter manholes with lining/coating (6' to 10' deep) 4 EA 3300 13200Bypass Pumping 6 Wk 1000 6000


Epworth by the Sea - Expansion of Existing Center This project overlaps the Rehab Project for RD I/I - would need to be allocated accordingly for new developmentTo collect new development at Methodist Center - in 2008 Epworth requested change to PD zoning and estimated buildoutEstimated mixed use flow - 65 gpm in 10 year period; additional 65 gpm in 15 year periodCan not determine layout of necessary new development sewerExisting flow 85 gpm; significant RD I/I problems - private infrastructureDesign flo 85 gpm + 65 gpm 150 gpm 250 gpm still pro ides additional capacit for RD I/I


Design flow: 85 gpm + 65 gpm = 150 gpm - 250 gpm still provides additional capacity for RD I/IConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs

Construct new 6-ft diameter and 10 ft deep wet well and install new pumps/panel 1 LS 115000 115000Flygt NP3102, 5 Hp, 464 imp, 162 mm, 230 V, 3 Phase Approximate Oper. Condition 250 gpm @ 28' TDH

New influent piping 1 LS 7500 7500 should be forcemains discharging to existing wetwellRehabilitate existing wet well in to receiving manhole 1 LS 6500 6500Install new 6-inch FM 2251 LF 30 67530Abandon existing 4-inch FM 2251 LF 5 11255Extend 6-inch FM to next downstream manhole (on 24" gravity sewer) 200 LF 40 8000 difficult construction - in roadwayCoat/Line Discharge Manhole (15' deep) 1 LS 7500 7500Bypass Pumping 24 Wk 1200 28800


LS2033 Upgrades - Triggered by Hampton PointNeed to upgrade forcemain from 6 inch to 8-inchWill allow LS2033 to pump 680 gpm (1 pump) - meets capacity needs of LS59, LSFUT3 and LSFUT4Will allow LS2033 to pump 680 gpm (1 pump) meets capacity needs of LS59, LSFUT3 and LSFUT4

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsInstall new 8-inch PVC FM 8500 LF 35 297500Abandon existing 6-inch FM 8500 LF 5 42500Bypass Pumping 24 Wk 1200 28800


LS2056 Upgrades - Triggered by German Village and Burns TractNeed to upgrade forcemain from 6-inch forcemain to 10-inch forcemainWill allow LS2056 to pump 1019 gpm (1 pump) which basically meets needs of LSFUT5 (German Village/Burns Tract), LS2033 - upgraded, and Frederica Township (total needed 1093 gpm)

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsInstall new 10-inch PVC FM 8415 LF 40 336600Abandon existing 6-inch FM 8415 LF 5 42075Bypass Pumping 24 Wk 1200 28800

Total Construction Cost $407,47510% Contingency $40,74815% Engineering Fees $61,121Total Construction Cost $509 344Total Construction Cost $509,344

LS2032 Upgrades - Triggered by Hampton PointNeed to upgrade pumpsWill allow LS2032 to pump approximately 2500 gpm - should just need to upgrade pumps/panel - should fit in wetwell sized under Rehab CIP

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsUpgrade Quadraplex pumps/panel 4 EA 27000 108000

Flygt CP3201, 462 Imp, 47 Hp, design oper condition 840 gpm @ 106 ft TDHNew discharge piping and valves 1 LS 35000 35000Electrical Upgrades 1 LS 20000 20000Bypass Pumping 16 Wk 1750 28000



10 - 15 yr Future Sewer Expansion CIP

Things to considerChemical FeedLarge VFDs - need conditioned space?

Northwest Mainland WPCP

New NW WPCP - Total Existing Capacity 5.0 MGD REUSE?? 0-5 yr 0 MGDConstructed 5 MGD WPCP in 10 yr period 5-10 yr 4.32 MGDNeed up to 5.83 MGD by end of 15 yr period; need 7.13 MGD by end of 20 yr period 10-15 yr 5.83 MGDIn 15 yr add 3 MGD upgrade to WPCP 15-20 yr 7.13 MGDWhat about reuse? Power plant? 20+ 15.21 MGDBased cost on cost of new Exit 29 WWTF ($22M for 1.5 MGD)

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs3.0 MGD Upgrade - total capacity 8 MGD 1 LS 30000000 $30,000,000 14666666.67

Construction Cost $30,000,000 4400000010% Contingency $3,000,00015% E i i F $4 500 000

Sewer Expansion CIP 2019 - 20241

15% Engineering Fees $4,500,000Total Construction Cost $37,500,000

LS 4119 SystemTurn flow to west in 5-10 yr period - to LS5001 and on to NW WPCP 0-5 yr 3,887.31 gpm10 needed to add 4th pump and VFD 5-10 yr 7,267.77 gpm10 yr period just added 4th Flygt pump - Flygt CP3300 - were slightly oversized but on VFD 10-15 yr 9,520.27 gpm15 yr - need to change pumps - forcemain is ok at 24" 15-20 yr 10,025.43 gpm

20+ 13,721.71 gpmConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs

New Pumps to meet 3173 gpm @ 132' TDH 4 EA 45000 $180,000ABS AFP 2501, 4 Pole 355 mm (was 330 mm)in 20 yr can change motor and impeller - same pump essentially

New discharge piping and valves 1 LS 80000 $80,000Electrical Upgrades (for 160 Hp pumps) 1 LS 60000 $60,000Bypass pumping 4 wk 2850 $11,400


LS 5001 System 10 yr installed new quadraplex lift station and 30" FM15 yr just need to change pumps (possibly motor and impellers); discharge piping and valves;


Change pumps, panel, VFDs for quad pumps 4 EA 65000 $260,000 10-15 yr 13021 gpmABS AFP 3001, 6 Pole, 430mm, 160 Hp - 4340 gpm @ 91' TDH 15-20 yr 14965 gpmSame pump - just different motor and impeller 20+ 24781 gpm

New discharge piping and valves 1 LS 80000Bypass Pumping 12 Wks 3500 $42,000 Wetwell 20' diameter

Total Construction Cost $302,000 4 pumps10% Contingency $30,200 192 in15% Engineering Fees $45,300 16 ft diameter minimumTotal Construction Cost $377,500

LS4902 (LS5004 in other scenario) - Dover Hall Master Station10 yr changed pumps and installed new 18" FM to pump to LS 500115 yr just change out pump impellers no other upgrades necessary 0 5 yr 1044 gpm15 yr - just change out pump impellers - no other upgrades necessary 0-5 yr 1044 gpmcontinue to pump Plum Creek flow with it 5-10 yr 2472 gpm10 yr condition was 1250 gpm @ 100' TDH 10-15 yr 3500 gpmConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 15-20 yr 4940 gpm

3 EA 2500 $7,500 20+ 11059 gpmFlygt CP3300 380 mm - approximately 130 HpJust change impeller - CP3300s were installed in 10 yr with VFDs $0

Bypass pumping 4 wk 1800 $7,200 Have 12' wetwellTotal Construction Cost $14,700 CP3300 pumps are approx 26" wide - need install 310% Contingency $1,470 138 in15% Engineering Fees $2,205 11.5 feetTotal Construction Cost $18,375 Should fit in 12' wetwell

Change out 3 pump impellers in triplex station to meet operating condition 1750 gpm @ 169' TDH


LS4992 -Plum Creek SiteApprox. 4000LF of FM pumps over to Dover Hall LS4902 0-5 yr 614 gpmincludes basins 4903 and 4904 - is in Plum Creek area and includes Buffalo Creek 5-10 yr 1228 gpm5 year flow is 615 gpm; in 5-10 year window will pump to new WPCP (through Dover Hall LS4902); 10 yr flow approx 1230 gpm; 15 yr flow approx 1450 gpm 10-15 yr 1439 gpmWill pump to Dover Hall for repumping in all cases 15-20 yr 1719 gpm15 yr just change impellers on 10 yr pumps 20+ 4275 gpmConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs

Change impeller on triplex 34 Hp pumps/panel 3 EA 1250 $3,750use 3 pumps so 720 gpm @ 92' TDH; Flygt NP3171 435 266mm; 34Hp

Bypass Pumping 2 wk 1500 $3,000Total Construction Cost $6,75010% Contingency $67515% Engineering Fees $1,013Total Construction Cost $8,438

LS 5002 For TAZ 186 and 366 15 yr - is new growth flow potentially in TAZ185 however, is not along main route so would assume could have own PS pump to LS5002 - no additional major station LS5003 necessary until 20 yr10 yr installed new master lift station along Hwy 25 north of Hwy 99 - most of flow in TAZ 36615 yr just need to change out pumps to 30 Hp for 560 gpm @ 94' TDHPumps to NW WPCP 0-5 yr 0 gpm


5-10 yr 216 gpmPumps directly to the NW WPCP 10-15 yr 560 gpmConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 15-20 yr 710 gpm

Change pumps, rails, and panel from 10 yr 5 Hp to 30 Hp 2 EA 19500 $39,000 20+ 710 gpmFlygt CP3170 442 curve 287 mm, 30 Hp10' Diameter wetwell - should fit pumpsElectrical service upgraded above what necessary in 5 yr

Bypass Pumping 6 Wks 650 $3,900Total Construction Cost $42,90010% Contingency $4,29015% Engineering Fees $6,435Total Construction Cost $53,625



LS 4118 System10 yr flow dropped off and downsized the pumps to 40 Hp5 year flow approximately 5750 gpm; 10 year flow after turn LS4119 is 3525 gpm; 15 year flow is 5100 gpm 0-5 yr 5,600.84 gpm15 yr can reinstall the 5 yr pumps with different impeller CP3306 631 curve 410mm, use 150 Hp motor but only draw about 110 Hp 5-10 yr 3,522.72 gpm

if not using pumps elsewhere 10-15 yr 5,098.47 gpmTriplex Pump Station 15-20 yr 7,008.44 gpm

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 20+ 12,459.44 gpmReinstall 5 yr pumps with new impeller 3 EA 3000 $9,000

CP3306 631 curve 410mm (was 430mm in 5 yr) - use 150 Hp motor but only draw about 110 HpCondition 2550 gpm @ 94' TDH

Change pump rails, pump base, etc. 1 LS 8500 $8,500Bypass Pumping 6 wk 2000 $12,000


8684 gpmLS 4110 System


LS 4110 System5 yr constructed new Quad station - installed all new wetwell because influent pipe on orig station came in belwo pump on elev quad station 0-5 yr 7,841.83 gpm5 year needs 4 - 160 Hp ABS pumps at 2614 gpm @ 112' TDH - 355 curve 5-10 yr 6,538.36 gpm10 year switched pumps to Flygt NP3300 634 404 85Hp 10-15 yr 8,217.74 gpm15 yr need to switch back to 5 yr pump with 355 impeller 15-20 yr 10,217.76 gpm

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 20+ 12,459.44 gpmChange impellers in 5 year pumps to ABS AFP 2501, 4 Pole 355 mm (was 5 yr impeller) 4 EA 5250 21000

Condition 2739 gpm @ 117' TDHBypass Pumping 3 Wk 2500 7500


LS 4109 System Already Under Construction - Removed from CIP - Completed May 2009No growth in 15 year assume adding in septic flow in 20 yr 0-5 yr 811 gpm


Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 20+ 921 gpmNo growth over 5 year - no construction needed 1 LS 0 0


LS 4039 System5 Yer constructed new wetwell for 2 pumps and made quad station 0-5 yr 0-5 yr 9,158.99 gpm10 yr flow drops and can just change impellers or with VFDs should be fine 5-10 yr 5-10 yr 8,078.93 gpm15 yr change pumps 10-15 yr 10-15 yr 9,758.31 gpm

15-20 yr 15-20 yr 11,868.33 gpmConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 20+ 20+ 18,162.71 gpm

Change pumps to Flygt NP3300 870 410mm - 70 Hp 4 EA 55000 220000Condition 3252 gpm @ 48' TDH

Remove and replace top slab, set pump rails, pump bases, etc. 1 LS 35000 35000 Pumps 30" wide and 65" longElectrical Upgrades 1 LS 40000 40000 102 inGenerator upgrades 1 LS 60000 60000 8.5 ftBypass Pumping 12 Wk 3000 36000Install new 30" PVC FM 9160 LF 115 $1,053,400 based on bid tabAbandon existing 24" FM 9160 LF 5 $45,800Bypass Pumping 4 Wk 2500 10000

Total Construction Cost $1,500,20010% Contingency $150 02010% Contingency $150,02015% Engineering Fees $225,030Total Construction Cost $1,875,250


LS 4048 System5 yr Construct new Quad station - new 125 Hp pumps with 3510 gpm @ 96' TDH ABS 2501, 6 Pole5 yr Put in new forcemain dedicated to LS4048 will run 24" parallel to 16" from LS4048 to LS4028; then after LS4028 will run a 30" 0-5 yr 0-5 yr 10,529.34 gpmLS4028 will continue to pump down to LS4006 through existing fm where it will discharge to LS4006 for repumping 5-10 yr 5-10 yr 9,449.27 gpmLS4048 discharges to 4004 basin for gravity flow 10-15 yr 10-15 yr 11,128.65 gpm15 yr have to upgrade the pumps - 215 Hp ABS pumps - will have to potentially modify the wet well for rails/hatches/etc. 15-20 yr 15-20 yr 13,238.67 gpm20 yr will use same pumps but need to upgrade forcemain 20+ 20+ 19,533.06 gpm

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsChange pumps to ABS AFP 3001, 6 Pole, 12" Discharge, 215 Hp 4 EA 85000 $340,000

3710 gpm @ 115' TDH quad wetwell built in 5 yr sized to fit these pumpsChange control panel and VFDs

Remove and replace rails, new pump bases, reset hatches if necessary, etc. 1 LS 75000 $75,000Bypass pumping 8 Wks 2750 $22,000Electrical Upgrades 1 LS 150000 $150,000Generator Upgrades 1 LS 95000 $95,000


LS 4028


No upgrades to LS 4028 actual station are necessary - LS4048 will be separated off and put on new dedicated forcemain 0-5 yr 1392 gpmBase flow 1320 gpm; 5-year and beyond is 1392 gpm 5-10 yr 1392 gpmLS4028 will continue to pump through existing 16" fm and will discharge to LS4006 for repumping - valves already in place to do this 10-15 yr 1392 gpmin 5 yr oper conditions are 1392 gpm @ 40' TDH - existing triplex 35 Hp pumps handle or can replace impellers for better fit 15-20 yr 1392 gpm

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 20+ 1392 gpmNo upgrades are necessary - same condition as 5 yr 0 LF 0 0





LS 4021Upgrades for Rehab will install a new pump station for 2475 gpm - current station undersized for base flow5 yr flow 2762 gpm - same throughout buildout - installed new pump station in 5 yr (and under rehab) 0-5 yr 2762 gpmCurrently pumps to and flows through 24" gravity line with Basins LS4023, 4044, 4056, 4021, 4022, 4043, 4011, 4007 and 4021 5-10 yr 2762 gpmdownstream gravity approx 3500 gpm - 24" gravity appears to be acceptable 10-15 yr 2762 gpm









Total Construction Cost $0 15-20 yr 394 gpm10% Contingency $0 20+ 394 gpm15% Engineering Fees $0Total Construction Cost $0

LS 412615 yr slight increase in flow but need to change pumps from 15 Hp to 20 Hp10 yr flow drops to 1028 gpm; 15 yr flow 1090 gpm (turned Dover Hall/Plum Creek north in 10 yr)Triplex Pump Station 0-5 yr 1608 gpm

5-10 yr 1029 gpm10-15 yr 1088 gpm

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 15-20 yr 1088 gpmCondition changes enough to require upgrading pumps to 20 Hp from 15 Hp and Panel 3 EA 10500 31500 20+ 1088 gpm

Flygt CP3152 432 curve 266mmCondition 544 gpm @ 54'/68' TDHPumps fit in wetwell with no problem


Remove/replace rails, new pump bases, etc. 1 LS 6500 6500Electrical Upgrades 1 LS 15000 15000Bypass Pumping 4 Wks 1250 5000


LS 4132 System (Hermitage Island) - ATM 413210 yr leave 10" fm as is; need to upgrade pumps though - move LS4127 original pumps to LS4901 in 10 yrThis lift station will continue to use the existing flow path to Academy Creek WWTF - LS 4126 north will also utilize it5 yr 616 gpm @ 38/54' TDH; 10 yr 616 gpm @ 90/100' TDH; 15 yr 616 gpm @ 90'/102' TDH

0-5 yr 616 gpmTriplex Station - 10' wetwell 5-10 yr 1232 gpmConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 10-15 yr 1232 gpm

No changes necessary - pumps moved from LS4127 in 10 yr to Ls4901 are sufficient 3 LS 0 $0 15-20 yr 1232 gpmFlygt CP3170 30 Hp 442 curve 287 imp 20+ 1232 gpmThese pumps are a few feet shy of the TDH but can move 600 gpm each - should be fine

Total Construction Cost $010% Contingency $015% E i i F $015% Engineering Fees $0Total Construction Cost $0

LS 4127 System5 yr flow 2450 gpm - 5 yr upgrade to 16" FM fine - gives pump oper cond. Of 1200 gpm @ 57' TDH10 yr flow 2700 gpm - Need upgrade pumps 1350 gpm @ 63' TDH (curve just shy)15 yr flow 3000 gpm - 1500 gpm @ 68' TDHLS4126 continues to LS4127 however in 5-10 yr window Dover Hall and Plum Creek come off of LS4126 and go north 0-5 yr 2486 gpmTriplex Pump Station 5-10 yr 2725 gpm15 yr no change necessary 10-15 yr 2986 gpmConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 15-20 yr 2986 gpm

No change necessary - 10 yr pumps sufficient for 15 yr condition 3 EA $0 20+ 2986 gpmFlygt NP3202 45 Hp 462 Curve 278 mm imp $01500 gpm @ 68' TDH $0

$0 Flyt NP3202 impeller 462 45 Hp - appears 3 of these will fit in the 10' WW w/ no problem - may have to pull top slabTotal Construction Cost $0 9.625 pumps are 22.5"; need 12" space between; need 12" on either side to wetwell wall10% Contingency $0 4.1875 pumps are 50.25" long15% Engineering Fees $0 Existing wetwell is 10' diameterTotal Construction Cost $0

LS 4105 SystemLS 4105 System15 yr no changes necessary - 10 yr pumps handle flow condition 0-5 yr 2252 gpm5 yr flow 2252 gpm; 10 yr flow 2659; 15 yr flow 2723 gpm - lot of flow from Pinecrest 5-10 yr 2659 gpmTriplex pump station 10-15 yr 2723 gpmConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 15-20 yr 2723 gpm

No change necessary - 10 yr pumps meet condition 3 EA 0 0 20+ 2723 gpmTriplex Flygt CP3201 47 Hp 452 curve 330mmCondition 1362 gpm @ 72' TDH will carry through 20 yr period



LS 4107 System15 yr - no change necessary - 10 yr pumps sufficient 0-5 yr 1859 gpm5 yr flow 1858 gpm; 10 yr flow 2143 gpm; 15 yr 2208 gpm - lot of flow from Pinecrest 5-10 yr 2143 gpmSized 5 yr pumps to cover 10 yr flows with just impeller change 10-15 yr 2208 gpmConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 15-20 yr 2208 gpm

No change necessary - 10 yr pumps cover 3 EA 0 0 20+ 2208 gpmTriplex Flygt NP3153 20 Hp 434 curve - 227 mm impellerCondition 1104 gpm @ 47' TDH will carry through 20 yr period


LS 4036Triplex LS - 3 different pumps15 yr - flow increases 300 gpm; 10 yr pumps should be fine - all on VFDs 0-5 yr 5233 gpmOriginal Pumps (100 HP - 4000 gpm @ 70 TDH) (20 HP 1400 gpm @ 35 TDH) (60 HP - 2800 gpm @ 57 TDH) 5-10 yr 5879 gpm


10 yr pumps should be sufficient - all pumps on VFDs 1 LS 0 0 20+ 6205 gpmAt 6205 gpm in FM get 46' TDH


3900 gpm @ 46' (90 Hp); 2400 gpm @ 46' (60 Hp); 35500 gpm @ 46' (100 Hp)Will have somewhere between approx 6000 gpm and 7000 gpm even with 1 pump out

Total Construction Cost $0 could increase 100 Hp impeller if necessary - don't think necessary10% Contingency $015% Engineering Fees $0Total Construction Cost $0

LS 40355 yr rework Fairbanks Morse 25 Hp pumps or install 3 new 25 Hp Flygts to get 3500 gpm @ 20' TDH; replaced 16" FM with 24" FM5 yr flow 6078 gpm; 10 yr flow 6722 gpm; 15 yr flow 7050 gpm15 yr 3525 gpm @ 20' TDH - 5 yr pump work sufficient for 10 yr and onGravity is 30" and has very steep slope - can take approximately through 10 yralso increase gravity sewer downstream of LS4035 in 15 yr to 36" - under LS4WTP systemConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs

Upstream of LS4035 replace existing 30" gravity sewer (approx 10' - 15' depth) with 36" gravity sewer 14800 LF 215 3182000Upstream of LS4035 remove existing 30" gravity sewer (approx 10' - 15' depth) 14800 LF 20 296000 0-5 yr 6078 gpmInstall new 5' diameter manholes (approx 10' - 15' depth) along 36" gravity sewer route 43 EA 4250 182750 5-10 yr 6722 gpm 5 yr pumps sufficient 1 LS 0 0 10-15 yr 7050 gpmBypass Pumping 30 Wk 2000 60000 15-20 yr 7055 gpm

Total Construction Cost $3,720,75010% Contingency $372,07515% E i i F $558 11315% Engineering Fees $558,113Total Construction Cost $4,650,938

LS 4WTP SystemUpgrade leg south of NW interceptor to WPCP; upgrade sewer downstream of LS4035collecting everything but LS4002, LS4003, LS4006 and LS4028

5 yr flow 22,000 gpm; 10 yr flow 21,600 gpm; 15 yr flow 23,300 gpmcould make the route south of NW interceptor to WPCP 54" in the 5 yr - question of when the flows will really come? Varies throughout basin - can't just use 1 numberConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 0-5 yr 22000 gpm

Replace 30"/36" gravity sewer with 36" (8' - 12' depth) south/downstream of LS4035 to intersection with NW intercep 3700 LF 215 795500 5-10 yr 21600 gpmRemove 30"/36" gravity sewer south/downstream of LS4035 to intersection with NW interceptor 3700 LF 20 74000 5-10 yr 21600 gpmInstall new manholes 5' diameter (approx 8' - 12' depth) along 36" route 12 EA 4250 51000 10-15 yr 23300 gpmInstall new 54" Spirolite gravity sewer (from Newcastle and 2nd Street south to WPCP) - south of NW interceptor 2540 LF 575 1460500 15-20 yr gpmNew 7'/8' manholes - Spirolite (depth 15' to 20') 14 EA 9750 136500 20+ gpmRemove existing 48" gravity sewer 2540 LF 160 406400Upgrades/modifications to trapezoidal junction box at WPCP - connecting 48" 1 LS 135000 135000Various Bypass Pumping 36 wk 4000 144000

Total Construction Cost $3,202,90010% Contingency $320,29015% Engineering Fees $480 43515% Engineering Fees $480,435Total Construction Cost $4,003,625

LS 4002No construction is necessary due to future growthAll the necessary work for LS4002 basin occurs by 10 yrConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs Existing Station is Duplex and has enough capacity for this flow

All work under Rehab CIP 0 LF 0 0 0-5 yr 3512 gpm Liberty HarborTotal Construction Cost $0 5-10 yr 4422 gpm Liberty Harbor10% Contingency $0 10-15 yr 4422 gpm15% Engineering Fees $0 15-20 yr 4422 gpmTotal Construction Cost $0 20+ 4422 gpm








LS 4017


No upgrades necessary for future expansion 0-5 yr 940 gpmOnly rehab upgrades 5-10 yr 940 gpm




Exit 29 WPCP - Future CIP

Exit 29 WPCP - Constructed Capacity 2.0 MGD of which 0.5 MGD of Reuse CapacityEnd of 15 year period projected sewer demand is 2.33 MGDConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs

Construct 2.0 MGD Upgrade - Will Require Reuse (total capacity 4.0 MGD) 1 LS 22000000 $22,000,000Reuse Distribution System for 0.5 MGD (total reuse dist 1.0 MGD)

1) Construct 16" Reuse Main from WPCP about another 1/4 way to Peninsula 5500 LF 105 $577,500 high for other improvements install booster station 1 LS 165000 $165,000 roads, etc.assume can be used by new developments along the way

2) Distribution system towards Hopewell Creek 15000 LF 105 $1,575,000should not require booster station

Total Construction Cost $24,317,50010% Contingency $2,431,75015% Engineering Fees $3,647,625 14.66667Total Construction Cost $30,396,875 29.33333

LS 3101 Master Lift Station15 yr - change pump impellers and install new 18" FM10 d t h h it ith i ti k t i l i 35 40 H 't fit i 8' di t


10 yr do not have enough capacity with existing pumps; keep as triplex requires 35-40 Hp pumps - won't fit in 8' dia wetweLS3301 and 3300 discharge to this stationdischarging to headworks of plant 37' static headGravity sewer upstream of LS is not sufficient for discharge from LS3103 and LS3121 - in 5 yr upsize to 15" will carry through 20 yr period 0-5 yr 1634 gpm

there are some areas where slope is not as great as others but on the whole the capacity of 15" gravity sewer is acceptable 5-10 yr 2450 gpm10-15 yr 3265 gpm

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 15-20 yr 4065 gpmChange 10 yr pumps to Flygt CP 3201 350mm 35 Hp 3 EA 18500 55500 20+ 11492 gpm

15 yr condition 1537 gpm @ 49' TDHBypass Pumping 8 wk 1800 14400 Sjze wetwellInstall new 18-inch PVC FM 2417 LF 75 181275 tight installation - lot of pipes there 30" width pump 12.16666667Abandon existing 12" FM from LS3101 to WPCP 2417 LF 5 12085 16" spacing between pumps

Total Construction Cost $263,260 12" spacing between wall and out pumps10% Contingency $26,326 61" long pump15% Engineering Fees $39,489Total Construction Cost $329,075

LS 310315 yr have to change pumps 5 year pumps to be able serve through 10 yr flow (with impeller change) would be CP 3152 436/256 Imp; 6"/4" discharge; 20 Hp 0-5 yr 382 gpm

5 10 yr 480 gpm5-10 yr 480 gpm10-15 yr 578 gpm15-20 yr 578 gpm

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 20+ 578 gpmChange duplex pumps to Flygt CP3153 414 curve 207mm, 20 Hp - panel should not need to be changed 2 EA 16500 33000

Condition 463 gpm @ 48' TDH New pumps are 20" wide and 46" long - should fit in 6' wetwellBypass Pumping 8 Wk 1050 8400 Storage VolumeInstall new 8-inch PVC FM 5973 LF 75 447975Abandon existing 6" FM 5973 LF 5 29865 15 yr Only 6' wetwell

tight installation - lot of pipes there 30" width pump 12.1666666716" spacing between pumps

Total Construction Cost $519,240 Will have somewhere btwn 10 and 15 starts per hr. This with 15 starts10% Contingency $51,924 77015% Engineering Fees $77,886 102.9411765Total Construction Cost $649,050 3.642646018 ft storage depth

appears to be enough room in wetwell for thisis 5' difference between influent invert and bottom wetwell

LS 3114 Master Lift Station15 yr need to upgrade triplex pumps to 30 Hp; also need to upgrade gravity sewer along South Port Pkwy5 Yr moved to make this a master LS; separated from LS3101 (also master station); upgraded to 12" FM; new 18/21" gravity18/21" gravity sewer handles through 10 yearConstruction Cost for Expansion No Unit Cost/Unit Engineer's Opinion of Construction Costs 0 5 yr 1 151 85 gpm 55' TDHConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 0-5 yr 1,151.85 gpm 55' TDH

15 yr change imp to 255 from 270, 30Hp 3 EA 25000 75000 5-10 yr 1,872.08 gpm 67.5Condition 1342 gpm @ 66' TDH 10-15 yr 2,685.21 gpm 85Pumps will fit in 12' wetwell 15-20 yr 3,300.57 gpm

20+ 8,982.02 gpmBypass Pumping 36 Wks 1800 64800Install new 16-inch PVC FM 3817 LF 60 229020Abandon existing 6" FM from LS3114 3817 LF 5 19085 only to where manifold with LS3101Replace 18" gravity sewer with 24" PVC/Spirolite (18-20' deep) 2500 350Replace 21" gravity sewer with 30" PVC/Spirolite (18-20' deep) 150 LF 400 60000 124 in diameterRemove existing 18" gravity sewer (18 - 20' deep) along South Port Parkway 2500 25 62500Remove existing 21" gravity sewer (18 - 20' deep) along South Port Parkway 150 LF 25 3750Install new influent 30" gravity sewer (18' deep) 200 LF 400 80000Remove/replace 5' dia manholes with liner 10 EA 7250 72500 10.3 ft diameter

Total Construction Cost $666,655 Min length 72" long (6' long) - make longer to quiescce flow10% Contingency $66,666 Installing 12' diameter wetwell - note that these pumps require 2' min. water depth15% Engineering Fees $99,998Total Construction Cost $833,319


LS 31215 yr upgraded existing pumps 362 gpm @ 65.' TDHLS3121 discharge to LS3101 0-5 yr 362 gpmCondition same throughout 20 yr period 5-10 yr 362 gpm

10-15 yr 362 gpm15-20 yr 362 gpm

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 20+ 362 gpmNo Upgrades Necessary 0 LS 0 0


LS 312315 yr same pumps as base and 10 year with impeller change15 yr upgrade fm to 8" only from manifold to manholeExisting duplex 6' dia wetwell; 20 Hp pumps 230 gpm @ 103' TDHdischarging to gravity upstream of LS3114 0-5 yr 203 gpmSplit flow in the area to 2/3 to LS 3123 and 1/3 to LS 3129 5-10 yr 314 gpm


Base - Existing FM from LS3123 to Manifold (where LS 3129 connects) 2,907’ of 6” FM 10-15 yr 425 gpmFrom Manifold to manhole 5,916’ of 6” FM 15-20 yr 425 gpmConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 20+ 425 gpm

Change impeller from 10 yr 20 Hp 266mm to 265mm 2 EA 1500 3000Condition 401 gpm @ 87'/91' TDH

Install new 8" fm from manifold to LS3114 manhole 3428 LF 35 119980Abandon existing 6" fm from LS3123 to manhole at LS3114 (rest is under LS3114 5 yr) 3428 LF 5 17140Bypass pumping 8 wks 875 7000

0 Pumps Fit 6' diameter wetwellpumps 22" wide and 49" long

Total Construction Cost $147,120 68 inches10% Contingency $14,712 5.666667 ft diameter 15% Engineering Fees $22,068 will fit with about 6" separation from walls and 12" in between (can be less)Total Construction Cost $183,900

LS 3129 - Satilla Sandsno design information - is proposed pump station10 pump/impeller acceptable for 15 yr - overpumps anyway so increased flow at LS3123 moves LS3129 closer to actual operating condition 0-5 yr 60 gpm


N h 2 EA 0 0 20 60No change necessary 2 EA 0 0 20+ 60 gpm10 yr impellers Flygt CP3127 463-231mm - only require 7.5 HpPumps aprpoximately 100 - 125 gpm @ 56' - 60' TDH with LS3123 in operation




5-10 yr 154 gpm5 yr - install duplex pump station and 6" forcemain 10-15 yr 170 gpm15 yr change impeller to 464 curve 162mm 15-20 yr 184 gpm

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 20+ 318 gpmChange duplex pumps impellers 2 LS 1050 2100

Flygt NP3102 5 Hp 464 curve 162 mm 0 Flygt NP3102 5 Hp, 464 curve 162 mm 0Bypass Pumping 3 Wks 650 1950

Total Construction Cost $4,05010% Contingency $40515% Engineering Fees $608Total Construction Cost $5,063

LS330115 yr change pumps to 60 Hp (from 20 Hp)10 yr just change impeller and add 3rd pump5 yr installed triplex station with 2 pumps and new 12" fmlocated farthest proposed pump station on northwest area of south mainland 0-5 yr 573 gpmdischarging to LS3300 for repumping 5-10 yr 1122 gpmFrom LS3301 to LS 3300 12,916’ of 12” FM 10-15 yr 1670 gpmConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 15-20 yr 2322 gpm

Replace 20 Hp pumps and Panel with Flygt 60 Hp NP3202 458 curve 310mm 3 EA 45000 135000 20+ 8646 gpmCondition 835 gpm @ 128' TDHwetwell installed in 5 yr large enough (about 20' deep and 12' diam.) set hatches far enough apart in 5 yr for these pumps

Remove/replace rails, pump base, etc. 1 LS 17500 17500


Electrical Upgrades 1 LS 30000 30000Bypass Pumping 4 Wks 1600 6400


LS3300 have to change pump model every 5 yrs from 5 yr through 15 yr - see if can use these pumps anywhere??15 Yr have to change to 100 Hp pumps - due to forcemain headlossdischarging to LS3101; repumps LS330110 yr have to install 3rd pump and change pumps to 34 Hp (from 20 Hp) 5 yr installed triplex station with 2 pumps and new 14" fm 0-5 yr 946 gpmConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 5-10 yr 1859 gpm

Change triplex 34 Hp pumps to 100 Hp CP3300 460 curve 340mm 3 EA 60000 180000 10-15 yr 2701 gpmcondition 1385 gpm @ 158' TDH 15-20 yr 3802 gpm

Remove/replace rails, pump base, etc. 1 LS 45000 45000 20+ 10328 gpmElectrical Upgrades 1 LS 50000 50000Bypass Pumping 6 Wks 1650 9900

Total Construction Cost $284,90010% Contingency $28,490

$


15% Engineering Fees $42,735Total Construction Cost $356,125

LS 3302 - out near Peninsula have to change pump model every 5 yrs from 5 yr through 15 yr - see if can use these pumps anywhere??15 yr change out pumps for 15 Hp pumpsbased on ATM evaluation do not need this in the 0-5 yr window and unlikely need in 5-10 yr window. Most flow could be pumped directly into 16" fm 0-5 yr 373 gpm

forcemain is already built from Peninsula to LS3114 manhole and will discharge at 36" gravity sewer at US17/Buckswamp Road and South Port Pkwy 5-10 yr 967 gpmIn 15 yr will need to switch out pumps - tried to find 10 yr pumps that could just change imp in 15 yr but flows/head won't work 10-15 yr 1653 gpm

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 15-20 yr 2255 gpmChange triplex pumps and panel from 7.5 Hp to 15 Hp pumps 3 EA 15000 45000 20+ 7802 gpm

Install 3 - Flygt NP3153 435 curve 217 mm, 15 Hp and for 34 hp electrical serviceassume wetwell about 20' deep and 12' diam. - pumps will fit 12' dia wetwell will fit 15 yr pumps with more than 18" between pumps and 12" off ww wallsized valve vault large enough for 10" valves ???

Remove/replace rails, pump base, etc. 1 LS 7500 7500Electrical Service (sized for 15 Hp in 10 yr construction) 1 LS 6500 6500Bypass Pumping 4 Wks 1500 6000

Total Construction Cost $65,00010% Contingency $6,50015% Engineering Fees $9,750T t l C t ti C t 20 h $81 250Total Construction Cost 20 hp $81,250

LS 3303 Terra Nova - not needed for 15 yr condition any flows need to go direclty to this station or just repumping??Do not see a need for this station in the 5-20 yr period as a repumping station since shortened fm from Peninsula and discharge to LS3114 gravity and not WPCP



Musgrove Plantation Phase IUndeveloped large tract of land near LS2056 - near German Village LS56 deep enough and large enough for 88 Hp??Assumed all - approximately 1000 acre tract; assume 1/2 undevelopable due to marsh/wetlandEstimated 450 - 1 acre lots in total; develop some in 15 yr, 20 yr and 20+ yr

200 lots in 15 yr (225 gpm); 150 lots in 20 yr (167 gpm)Will require new gravity sewer, new lift stations internal and discharge to LS2056 - may require upgrades down the line from LS2056Can not determine layout of subdivision gravity sewer - no plat

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsInstall new duplex master lift station (No. 1 LS), approximately 20 ft deep, 10 ft diameter 1 LS 180000 180000

Flygt CP 3127, 483 imp, 228 mm, 10 Hp , Design Oper Condition 225 gpm @ 62 ft TDHInstall new 6-inch FM 5660 LF 30 169800Upgrades to LS 2056 - need additional 225 - 400 gpm capacity 2 EA 35000 70000

Install duplex Flygt CP3300, 465 imp, 320 mm, 88 Hp pumps; 1250 gpm @ 92 ft; panel; VFDsInstall VFDs for LS2056 1 LS 60000 60000New discharge piping and valves for LS2056 1 LS 55000 $55,000Generator for LS2056 1 LS 70000 $70,000Electrical upgrades for LS2056 1 LS 30000 30000Bypass Pumping LS2056 20 Wks 1500 30000


Bypass Pumping LS2056 20 Wks 1500 30000Upgrades to LS 2032 - need additional 225 - 400 gpm capacity 4 EA 22000 88000

Install quadraplex CP3201, 639 imp, 350 mm, 40 Hp pumps Install new 16-inch PVC FM 7610 LF 60 456600Abandon existing 12" FM from LS2032 to Discharge MH 7610 LF 5 38050Bypass Pumping LS2032 20 Wks 1750 35000


Epworth by the Sea - Expansion of Existing CenterTo collect new development at Methodist Center - in 2008 Epworth requested change to PD zoning and estimated buildoutEstimated mixed use flow - 65 gpm in 10 year period; additional 65 gpm in 15 year periodCan not determine layout of necessary new development sewer; but will require additional upgrades to LS2043Existing flow 85 + 65 gpm (10 yr) = 150 gpm; significant RD I/I problems - private infrastructure - assume have been resolved by 15 yr periodDesign flow: 85 gpm + 65 gpm + 65 gpm = 215 gpm - 250 gpm still provides some additional capacity for RD I/I




15 - 20 yr Expansion Sewer CIP

Northwest Mainland WPCP0-5 yr 0 MGD

NW Mainland WPCP - Total Capacity 8.0 MGD 5-10 yr 4.32 MGDNeed 7.13 MGD Capacity at end of 20 year period 10-15 yr 5.83 MGD

15-20 yr 7.13 MGD20+ 15.21 MGD

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsNo upgrades necessary in this period 1 LS 0 $0 14666666.67

Construction Cost $0 29333333.3310% Contingency $015% Engineering Fees $0Total Construction Cost $0


Total Construction Cost $0

LS 4119 SystemTurn flow to west in 5-10 yr period - to LS5001 and on to NW WPCP 0-5 yr 3,887.31 gpm10 needed to add 4th pump and VFD 5-10 yr 7,267.77 gpm10 yr period just added 4th Flygt pump - Flygt CP3300 - were slightly oversized but on VFD 10-15 yr 9,520.27 gpm15 yr - need to change pumps - forcemain is ok at 24" 15-20 yr 10,025.43 gpm

20+ 13,721.71 gpmConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs

Change Pumps to meet 3342 gpm @ 143' TDH 4 EA 70000 $280,000ABS AFP 2501, 4 Pole 380 mm (was 355 mm)Can change motor and impeller - same pump essentially

Electrical Upgrades (for 215 Hp pumps) 1 LS 85000 $85,000Bypass pumping 4 wk 2850 $11,400


LS 5001 SystemLS 5001 System 20 yr - change pumps (motor and impeller)10 yr installed new quadraplex lift station and 30" FM15 yr just need to change pumps (possibly motor and impellers); discharge piping and valves;


Change pumps, panel, VFDs for quad pumps (from 160 Hp to 215 Hp) 4 EA 70000 $280,000 10-15 yr 13021 gpmABS AFP 3001, 6 Pole, 473mm, 215 Hp - 5040 gpm @ 112' TDH 15-20 yr 14965 gpmSame pump - just different motor and impeller 20+ 24781 gpm

Electrical Upgrades (for 215 Hp pumps) 1 LS 85000 $85,000Bypass pumping 4 wk 3750 $15,000 Wetwell 20' diameter

Total Construction Cost $380,000 4 pumps10% Contingency $38,000 192 in15% Engineering Fees $57,000 16 ft diameter minimumTotal Construction Cost $475,000

LS4902 (LS5004 in other scenario) - Dover Hall Master Station20 yr - change pumps and upgrade forcemain to 24"10 yr changed pumps and installed new 18" FM to pump to LS 500115 yr just change out pump impellers no other upgrades necessary 0 5 yr 1044 gpm15 yr - just change out pump impellers - no other upgrades necessary 0-5 yr 1044 gpmcontinue to pump Plum Creek flow with it 5-10 yr 2472 gpm


3 EA 35000 $105,000 20+ 11059 gpmFlygt CP3300 636 curve 462 mm - 75 Hp15 yr - had same pump but 460 curve and 380mm - 130 Hp

Install 24" FM and discharge to LS5001 19370 LF 90 $1,743,300Abandon 16" FM (unless can use for reuse) 16870 LF 5 $84,350Abandon 18" FM (unless can use for reuse) 2500 LF 5 $12,500Bypass pumping 16 wk 1950 $31,200 Have 12' wetwell

Total Construction Cost $1,976,350 CP3300 pumps are approx 26" wide - need install 310% Contingency $197,635 138 in15% Engineering Fees $296,453 11.5 feetTotal Construction Cost $2,470,438 Should fit in 12' wetwell

Change out 3 pumps (motor and impeller) in triplex station to meet operating condition 2500 gpm @ 67'


LS4992 -Plum Creek Site20 yr - upgrade forcemain to 16" and change impellersApprox. 4000LF of FM pumps over to Dover Hall LS4902 0-5 yr 614 gpmincludes basins 4903 and 4904 - is in Plum Creek area and includes Buffalo Creek 5-10 yr 1228 gpm5 year flow is 615 gpm; in 5-10 year window will pump to new WPCP (through Dover Hall LS4902); 10 yr flow approx 1230 gpm; 15 yr flow approx 1450 gpm 10-15 yr 1439 gpmWill pump to Dover Hall for repumping in all cases 15-20 yr 1719 gpm15 yr just change impellers on 10 yr pumps 20+ 4275 gpmConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs

Change impeller on triplex 34 Hp pumps/panel 3 EA 1250 $3,750use 3 pumps so 860 gpm @ 40' TDH; Flygt NP3171 437 224mm; 34Hp

Install 16" Forcemain to LS4902 Dover Hall 4000 LF 60 $240,000Abandon 10" Forcemain from LS4902 Dover Hall (unless can use for reuse) 4000 LF 5 $20,000Bypass Pumping 12 wk 1650 $19,800


LS 5002 For TAZ 186 and 366 15 yr - is new growth flow potentially in TAZ185 however, is not along main route so would assume could have own PS pump to LS5002 - no additional major station LS5003 necessary until 20 yr


20 yr change pumps10 yr installed new master lift station along Hwy 25 north of Hwy 99 - most of flow in TAZ 36615 yr just need to change out pumps to 30 Hp for 560 gpm @ 94' TDHPumps to NW WPCP 0-5 yr 0 gpm

5-10 yr 216 gpmPumps directly to the NW WPCP 10-15 yr 560 gpmConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 15-20 yr 710 gpm

Change pumps, rails, and panel from 15 yr 30 Hp to 47 Hp 2 EA 26500 $53,000 20+ 710 gpmFlygt CP3201 452 curve 330mm, 47 Hp10' Diameter wetwell - should fit pumps

Electrical Upgrades 1 LS 17500 $17,500Bypass Pumping 6 Wks 750 $4,500




Academy Creek WPCP - Total Existing Capacity 13.5 MGD REUSE?? 0-5 yr 0 MGDAt end of 20 year period need 14.25 MGD 5-10 yr 4.32 MGDcould potentially turn more flow to NW Mainald WPCP 10-15 yr 5.83 MGD

15-20 yr 7.13 MGDWhat about reuse? Power plant? 20+ 15.21 MGDBased cost on cost of new Exit 29 WWTF ($22M for 1.5 MGD) - reduced as this expansion of existing facility

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs2.0 MGD Upgrade - total capacity 15.50 MGD with reuse capacity 1 LS 30000000 $18,000,000 14666666.67

Construction Cost $18,000,000 29333333.3310% Contingency $1,800,00015% Engineering Fees $2,700,000 orig submittal had $37.5M but revised per meeting Keith/Andy Nov 10, 2009Total Construction Cost $22,500,000

LS 4118 System20 yr - install new 24" forcemain - will carry through much of the future growth; change impellers10 yr flow dropped off and downsized the pumps to 40 Hp5 fl i t l 5600 10 fl ft t LS4119 i 3525 15 fl i 5100 0 5 0 5 5 600 84


5 year flow approximately 5600 gpm; 10 year flow after turn LS4119 is 3525 gpm; 15 year flow is 5100 gpm 0-5 yr 0-5 yr 5,600.84 gpm15 yr can reinstall the 5 yr pumps with different impeller CP3306 631 curve 410mm, use 150 Hp motor but only draw about 110 Hp 5-10 yr 5-10 yr 3,522.72 gpm

if not using pumps elsewhere 10-15 yr 10-15 yr 5,098.47 gpmTriplex Pump Station 15-20 yr 15-20 yr 7,008.44 gpmNo gravity upgrades needed 20+ 20+ 12,459.44 gpm

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsChange impeller on 5/15 Yr pumps to 390 mm 3 EA 3000 $9,000

CP3306 631 curve 390mm (was 410mm in 15 yr) - use 150 Hp motor but only draw less 110 HpCondition 3500 gpm @ 76' TDH

New discharge piping and valves - pushing more flow even though same pumps 1 75000 $75,000Bypass Pumping 16 wk 2500 $40,000 9 month construction with 4 month bypass Install new 24-inch PVC FM 13100 LF 90 $1,179,000Abandon existing 20" PVC FM 13100 LF 5 $65,500


0-5 yr 8684 gpmLS 4110 System 5-10 yr

20 yr - need to upgrade to 30" forcemain; change back to 10 year pumps 10-15 yr 0-5 yr 7,841.83 gpm5 yr constructed new Quad station - installed all new wetwell because influent pipe on orig station came in belwo pump on elev quad station 15-20 yr 5-10 yr 6,538.36 gpm5 year needs 4 160 Hp ABS pumps at 2967 gpm @ 130' TDH 355 curve 20+ 10 15 yr 8 217 74 gpm5 year needs 4 - 160 Hp ABS pumps at 2967 gpm @ 130' TDH - 355 curve 20+ 10-15 yr 8,217.74 gpm10 year switched pumps to Flygt NP3300 634 404 85Hp 15-20 yr 10,217.76 gpm15 yr need to switch back to 5 yr pump with 355 impeller 20+ 12,459.44 gpm

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsChange back to 10 year pumps 4 EA 2500 10000

Condition 3460 gpm @ 74' TDHBypass Pumping 3 Wk 2850 8550Install new 30" PVC FM 15400 LF 115 1771000Abandon existing 24" FM 15400 LS 5 77000


LS 4109 System assume adding in septic flow in 20 yr20 yr - add septic tank flow in 0-5 yr 811 gpm


Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 20+ 921 gpmAdd 3rd pump - Flygt CP3201 452 curve 330 mm, 47 Hp and VFD 1 EA 35000 35000

Condition 460 gpm @ 148' TDHCondition 460 gpm @ 148' TDHTotal Construction Cost $35,00010% Contingency $3,50015% Engineering Fees $5,250Total Construction Cost $43,750


LS 4039 System20 yr - change impeller from 15 year pumps5 Yer constructed new wetwell for 2 pumps and made quad station 0-5 yr 0-5 yr 9,158.99 gpm10 yr flow drops and can just change impellers or with VFDs should be fine 5-10 yr 5-10 yr 8,078.93 gpm5 year needs 4 - 90 Hp pumps at 3053 gpm @ 87' TDH - Flygt CP3300 640 Curve 403 imp. 10-15 yr 10-15 yr 9,758.31 gpm15 yr change pump to Flygt NP3300 870 410mm - 70 Hp 15-20 yr 15-20 yr 11,868.33 gpm

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 20+ 20+ 18,162.71 gpmChange from impeller for 15 year 4 EA 2500 10000

Condition 3956 gpm @ 59' TDH Station has dual 10' diameter wetwellsBypass Pumping 1 Wk 3000 3000


LS 4048 System5 yr Construct new Quad station - new 125 Hp pumps with 3510 gpm @ 96' TDH ABS 2501, 6 Pole5 yr Put in new forcemain dedicated to LS4048 will run 24" parallel to 16" from LS4048 to LS4028; then after LS4028 will run a 30" 0-5 yr 10,529.34 gpmLS4028 will continue to pump down to LS4006 through existing fm where it will discharge to LS4006 for repumping 5-10 yr 9,449.27 gpmLS4048 discharges to 4004 basin for gravity flow 10-15 yr 11,128.65 gpm15 yr have to upgrade the pumps - 215 Hp ABS pumps - will have to potentially modify the wet well for rails/hatches/etc. 15-20 yr 13,238.67 gpm


20 yr will use same pumps but need to upgrade forcemain and gravity sewer 20+ 19,533.06 gpmConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs

Replace upstream 42" gravity with 48" gravity sewer at slope 0.00038 (PVC/Spirolite?) 7675 LF 375 $2,878,125 away from roadRemove upstream existing 42" gravity sewer 7675 LF 35 $268,625New 6' diameter manhole with liner/coating (10' deep) 20 EA 6750 $135,000 away from roadNo change to pumps ABS AFP 3001, 6 Pole, 12" Discharge, 215 Hp 4 EA 0 $0

4413gpm @ 114' TDH quad wetwell built in 5 yr sized to fit these pumpsInstall new 24" PVC FM from LS4048 to LS4028 - parallel existing 24" FM 3285 LF 100 $328,500 difficult installation - tight fitAbandon existing 16" FM from LS4048 to LS4028 3285 LF 5 $16,425Bypass pumping 30 Wks 3750 $112,500


LS 4028No upgrades to LS 4028 actual station are necessary - LS4048 will be separated off and put on new dedicated forcemain 0-5 yr 1392 gpmBase flow 1320 gpm; 5-year and beyond is 1392 gpm 5-10 yr 1392 gpmLS4028 will continue to pump through existing 16" fm and will discharge to LS4006 for repumping - valves already in place to do this 10-15 yr 1392 gpmin 5 yr oper conditions are 1392 gpm @ 40' TDH - existing triplex 35 Hp pumps handle or can replace impellers for better fit 15-20 yr 1392 gpm

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 20+ 1392 gpmN d diti 5 0 LF 0 0No upgrades are necessary - same condition as 5 yr 0 LF 0 0





LS 4021Upgrades for Rehab will install a new pump station for 2475 gpm - current station undersized for base flow5 yr flow 2762 gpm - same throughout buildout - installed new pump station in 5 yr (and under rehab) 0-5 yr 2762 gpmCurrently pumps to and flows through 24" gravity line with Basins LS4023, 4044, 4056, 4021, 4022, 4043, 4011, 4007 and 4021 5-10 yr 2762 gpmdownstream gravity approx 3500 gpm 24" gravity appears to be acceptable 10 15 yr 2762 gpmdownstream gravity approx 3500 gpm - 24" gravity appears to be acceptable 10-15 yr 2762 gpm









Total Construction Cost $0 15-20 yr 394 gpm10% Contingency $0 20+ 394 gpm15% Engineering Fees $0


Total Construction Cost $0

LS 412620 yr no changes necessary15 yr slight increase in flow but need to change pumps from 15 Hp to 20 Hp10 yr flow drops to 1028 gpm; 15 yr flow 1090 gpm (turned Dover Hall/Plum Creek north in 10 yr) 0-5 yr 1608 gpmTriplex Pump Station 5-10 yr 1029 gpmConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 10-15 yr 1088 gpm

No upgrades necessary 3 EA 0 0 15-20 yr 1088 gpmFlygt CP3152 432 curve 266mm 20+ 1088 gpm


LS 4132 System (Hermitage Island) - ATM 490110 yr leave 10" fm as is; need to upgrade pumps though - move LS4127 original pumps to LS4901 in 10 yrThis lift station will continue to use the existing flow path to Academy Creek WWTF - LS 4126 north will also utilize it5 yr 616 gpm @ 38/54' TDH; 10 yr 616 gpm @ 90/100' TDH; 15 yr 616 gpm @ 90'/102' TDH

0-5 yr 616 gpmT i l St ti 10' t ll 5 10 1232Triplex Station - 10' wetwell 5-10 yr 1232 gpmConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 10-15 yr 1232 gpm

No changes necessary - pumps moved from LS4127 in 10 yr to Ls4901 are sufficient 3 LS 0 $0 15-20 yr 1232 gpmFlygt CP3170 30 Hp 442 curve 287 imp 20+ 1232 gpmThese pumps are a few feet shy of the TDH but can move 600 gpm each - should be fine


LS 4127 System5 yr flow 2450 gpm - 5 yr upgrade to 16" FM fine - gives pump oper cond. Of 1200 gpm @ 57' TDH10 yr flow 2700 gpm - Need upgrade pumps 1350 gpm @ 63' TDH (curve just shy)15 yr flow 3000 gpm - 1500 gpm @ 68' TDHLS4126 continues to LS4127 however in 5-10 yr window Dover Hall and Plum Creek come off of LS4126 and go north 0-5 yr 2486 gpmTriplex Pump Station 5-10 yr 2725 gpm15 yr no change necessary 10-15 yr 2986 gpmConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 15-20 yr 2986 gpm

No change necessary - No change in flow in 20 yr 3 EA $0 20+ 2986 gpmFlygt NP3202 45 Hp 462 Curve 278 mm imp $01500 gpm @ 68' TDH $01500 gpm @ 68' TDH $0

$0 Flyt NP3202 impel 462 45Hp - appears 3 of these will fit in the 10' WW w/ no problem - may have to pull top slabTotal Construction Cost $0 9.625 pumps are 22.5"; need 12" space between; need 12" on either side to wetwell wall10% Contingency $0 4.1875 pumps are 50.25" long15% Engineering Fees $0 Existing wetwell is 10' diameterTotal Construction Cost $0


LS 4105 System20 yr - no upgrades necessary15 yr no changes necessary - 10 yr pumps handle flow condition5 yr flow 2252 gpm; 10 yr flow 2659; 15 yr flow 2723 gpm - lot of flow from PinecrestTriplex pump station 0-5 yr 2252 gpmConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 5-10 yr 2659 gpm

No change necessary - 10 yr pumps meet condition 3 EA 0 0 10-15 yr 2723 gpmTriplex Flygt CP3201 47 Hp 452 curve 330mm 15-20 yr 2723 gpmCondition 1362 gpm @ 72' TDH 20+ 2723 gpm


LS 4107 System20 yr - no upgrades necessary15 yr - no change necessary - 10 yr pumps sufficient5 yr flow 1858 gpm; 10 yr flow 2143 gpm; 15 yr 2208 gpm - lot of flow from PinecrestSized 5 yr pumps to cover 10 yr flows with just impeller changeConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 0-5 yr 1859 gpm


No change necessary - 10 yr pumps cover 3 EA 0 0 5-10 yr 2143 gpmTriplex Flygt NP3153 20 Hp 434 curve - 227 mm impeller 10-15 yr 2208 gpmCondition 1104 gpm @ 47' TDH 15-20 yr 2208 gpm


LS 403620 yr - no change in flow - no upgrades necessaryTriplex LS - 3 different pumps15 yr - flow increases 300 gpm; 10 yr pumps should be fine - all on VFDs 0-5 yr 5233 gpmOriginal Pumps (100 HP - 4000 gpm @ 70 TDH) (20 HP 1400 gpm @ 35 TDH) (60 HP - 2800 gpm @ 57 TDH) 5-10 yr 5879 gpm


10 yr pumps should be sufficient - all pumps on VFDs 1 LS 0 0 20+ 6205 gpmCondition 6255 gpm @ 46' TDH 3900 gpm @ 46' (90 Hp); 2400 gpm @ 46' (60 Hp); 35500 gpm @ 46' (100 Hp)Will have somewhere between approx 6000 gpm and 7000 gpm even with 1 pump out

Total Construction Cost $010% Contingency $015% E i i F $015% Engineering Fees $0Total Construction Cost $0

LS 403520 yr - no change in flow - no upgrades necessary5 yr rework Fairbanks Morse 25 Hp pumps or install 3 new 25 Hp Flygts to get 3500 gpm @ 20' TDH; replaced 16" FM with 24" FM5 yr flow 6078 gpm; 10 yr flow 6722 gpm; 15 yr flow 7050 gpm15 yr 3525 gpm @ 20' TDH - 10 yr pump work sufficient for 10 yr and on

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsNo upgrades necessary - 5 yr pumps are sufficient - CP3170 603 curve 300 mm, 25 Hp 3 EA 0 0 0-5 yr 6078 gpm

Condition 3525 gpm @ 20' TDH 0 5-10 yr 6722 gpmTotal Construction Cost $0 10-15 yr 7050 gpm10% Contingency $0 15-20 yr 7055 gpm15% Engineering Fees $0 20+ 7055 gpmTotal Construction Cost $0


LS 4WTP System20 yr - upgrade gravity sewer along 2nd Street -due to increased flow from LS4048collecting everything but LS4002, LS4003, LS4006 and LS4028 Varies throughout basin - can't just use 1 number


Upgrade 48" gravity sewer along 2nd Street to 54" (12' - 15' depth) - due to discharge from LS4048 3700 LF 550 2035000 10-15 yr 23300 gpmSpirolite? 15-20 yr gpm

Remove existing 48" gravity sewer along 2nd Street 3700 LF 75 277500 20+ gpmRemove/replace 7/8' manholes (12' - 15' depth) - Spirolite? 13 EA 9750 126750Bypass pumping 24 Wks 4500 108000

Total Construction Cost $2,547,25010% Contingency $254,725 may be alternatives - could extend forcemain from LS4048 to point where LS4005 former flow ties in15% Engineering Fees $382,088Total Construction Cost $3,184,063

LS 4002No construction is necessary due to future growthAll the necessary work for LS4002 basin is covered under the Rehab CIPConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs Existing Station is Duplex and has enough capacity for this flow

All work under Rehab CIP 0 LF 0 0 0-5 yr 2810 gpm


Total Construction Cost $0 5-10 yr 2810 gpm10% Contingency $0 10-15 yr 2810 gpm15% Engineering Fees $0 15-20 yr 2810 gpmTotal Construction Cost $0 20+ 2810 gpm











Exit 29 WPCP - Future CIPExit 29 WPCP - Constructed Capacity 4.0 MGD with 1.0 MGD of Reuse Capacity - Only 2.5 MGD discharge capacity 0-5 yr 1.55 MGDEnd of 20 year period projected sewer demand is 2.84 MGD 5-10 yr 2.31 MGDConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 10-15 yr 3.12 MGD

Reuse Distribution System for 1.0 MGD (total reuse dist 2.0 MGD - Provides total WPCP capacity of 3.5 MGD) 15-20 yr 3.82 MGD1) Construct 16" Reuse Main from WPCP get all way to Peninsula 5500 LF 105 $577,500 high for other improvements 20+ 12.06 MGD

assume can be used by new developments along the way roads, etc.

2) Distribution system to Hopewell Creek 15000 LF 105 $1,575,000Install booster station 1 LS 165000 $165,000

Total Construction Cost $2,317,50010% Contingency $231,75015% Engineering Fees $347,625 14.66667Total Construction Cost $2,896,875 29.33333

LS 3101 Master Pump Station20 Y d t h i ll 15 f 350 t 335


20 Yr - need to change impeller on 15 year pumps from 350mm to 335mm15 yr - change pump and install new 18" FM10 yr do not have enough capacity with existing pumps; keep as triplex requires 35-40 Hp pumps - won't fit in 8' dia wetwellLS3301 and 3300 discharge to this stationdischarging to headworks of plant 37' static headGravity sewer upstream of LS is not sufficient for discharge from LS3103 and LS3121 - in 5 yr upsize to 15" will carry through 20 yr period 0-5 yr 1634 gpm

there are some areas where slope is not as great as others but on the whole the capacity of 15" gravity sewer is acceptable 5-10 yr 2450 gpm10-15 yr 3265 gpm

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 15-20 yr 4065 gpm20 yr change impellerl to Flygt CP3201 636 curve 335mm, 35 Hp 3 EA 2500 7500 20+ 11492 gpm

Condition 1936 gpm @ 54' TDHBypass Pumping 1 Wks 2000 2000 Sjze wetwell

35" width p 12.08333333Storage Volume

0 12" spacing between pumps 20 yr Only 6' wetwell0 8" spacing between wall and out pumps Will have 10 starts per hour. 0 72" long pump 4125

Total Construction Cost $9,500 551.470588210% Contingency $950 4.878543774 ft storage depth is 6.5'15% Engineering Fees $1,425 of depth btwm influent invert and bottom of wwTotal Construction Cost $11,875 pumps are on VFDs so will probably be ok -

i l t b t h flrequires less storage because match flow

LS 3103 0-5 yr 382 gpm20 Yr - no changes necessary - no change in flow 5-10 yr 480 gpm5 yr have to change pumps to 20 Hp 10-15 yr 578 gpm

15-20 yr 578 gpmConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 20+ 578 gpm

No change necessary 2 EA 0 0Condition 463 gpm @ 48' TDH New pumps are 20" wide and 46" long - should fit in 6' wetwell

Total Construction Cost $0 Storage Volume10% Contingency $015% Engineering Fees $0 15 yr Only 6' wetwellTotal Construction Cost $0 Will have somewhere between 10 and 15 starts per hour. This with 15 starts

770102.94117653.642646018 ft storage depth

appears to be enough room in wetwell for thisis 5' difference between influent invert and bottom wetwell

LS 3114 Master Pump Station20 Yr need new pumps15 yr need to upgrade triplex pumps to 30 Hp; also need to upgrade gravity sewer along South Port Pkwy5 Yr moved to make this a master LS; separated from LS3101 (also master station); upgraded to 12" FM; new 18/21" gravity5 Yr moved to make this a master LS; separated from LS3101 (also master station); upgraded to 12" FM; new 18/21" gravity15 yr just changed impellers24/30" gravity handles through 20 and beyond - installed majority in 15 yr 0-5 yr 1,151.85Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 5-10 yr 1,872.08 gpm 67.5

Change 20 yr pumps to Flygt NP3202 6401 curve 376 mm 60 Hp 3 EA 30000 90000 10-15 yr 2,685.21 gpm 8520 yr condition 1650 gpm @ 75' TDH 15-20 yr 3,300.57 gpm

Remove/Replace Top Slab for hatches/pump separation, Rails, Pump Base 1 LS 25000 25000 20+ 8,982.02 gpmElectrical Upgrades 1 LS 45000 45000 Pumps are Generator Upgrades 1 LS 75000 75000 35" wideBypass Pumping 8 wk 1950 15600

Pumps are Total Construction Cost $250,600 35" wide10% Contingency $25,060 124 in diameter15% Engineering Fees $37,590 10.3 ft diameterTotal Construction Cost $313,250 Min length 72" long (6' long) - make longer to quiescce flow

Installing 12' dia ww - note that these pumps require 2' min. water depth


LS 312120 Yr - no upgrades necessary5 yr upgraded existing pumps 362 gpm @ 65' TDHLS3121 discharge to LS3101 0-5 yr 362 gpmCondition same throughout 20 yr period 5-10 yr 362 gpmConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 10-15 yr 362 gpm

No Upgrades Necessary 0 LS 0 0 15-20 yr 362 gpmTotal Construction Cost $0 20+ 362 gpm10% Contingency $015% Engineering Fees $0Total Construction Cost $0

LS 312320 Yr - no change necessary15 yr need to change pump impeller 15 yr upgrade fm to 8' only from manifold to manholeExisting duplex 6' dia wetwell; 20 Hp pumps 230 gpm @ 103' TDHdischarging to 36" gravity from LS3114 0-5 yr 203 gpmSplit flow in the area to 2/3 to LS 3123 and 1/3 to LS 3129 5-10 yr 314 gpmExisting FM from LS3123 to Manifold (where LS 3129 connects) 2,907’ of 6” FM 10-15 yr 400 gpm


From Manifold to manhole 5,916’ of 6” FM 15-20 yr 400 gpmConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 20+ 400 gpm

No upgrades necessary 2 EA 0 0 Pumps Fit 6' diameter wetwellCondition 401 gpm @ 87'/91' TDH pumps 22" wide and 49" long

Total Construction Cost $0 68 inches10% Contingency $0 5.6666667 ft diameter 15% Engineering Fees $0 will fit with about 6" separation Total Construction Cost $0 from walls and 12" in between (can be less)

LS 3129 - Satilla Sands20 Yr - no change necessary

no design information - is proposed pump station10 pump/impeller acceptable for 15 yr - overpumps anyway so increased flow at LS3123 moves LS3129 closer to actual operating condition 0-5 yr 60 gpm


No change necessary 2 EA 0 0 20+ 60 gpm10 yr impellers Flygt CP3127 463-231mm - only require 7.5 HpPumps aprpoximately 100 - 125 gpm @ 56' - 60' TDH with LS3123 in operation




5-10 yr 154 gpm5 yr - install duplex pump station and 6" forcemain 10-15 yr 170 gpm15 yr change impeller to 464 curve 162mm 15-20 yr 184 gpm

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 20+ 318 gpmNo change necessary - 15 yr pumps meet condition 2 LS 0 0

250 gpm @ 29' TDH 0Total Construction Cost $010% Contingency $015% Engineering Fees $015% Engineering Fees $0Total Construction Cost $0


LS330120 yr install 18" forcemain - change imp on 15 yr pumps15 yr change pumps to 60 Hp (from 20 Hp)10 yr just change impeller and add 3rd pump5 yr installed triplex station with 2 pumps and new 12" fmlocated farthest proposed pump station on northwest area of south mainland 0-5 yr 573 gpmdischarging to LS3300 for repumping 5-10 yr 1122 gpmFrom LS3301 to LS 3300 12,916’ of 12” FM 10-15 yr 1670 gpmConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 15-20 yr 2322 gpm

Change pump imp from 15 ry (310mm) to 314mm 3 EA 2500 7500 20+ 8646 gpmFlygt NP3202 634-314 mm, 35 HpCondition 1161 gpm @ 53' TDH

Install new 18" PVC FM 13000 LF 90 1170000Abandon existing 12" PVC FM (unless can use for reuse?) 13000 LF 5 65000Bypass Pumping 8 Wks 1800 14400



LS3300 have to change pump model every 5 yrs from 5 yr through 15 yr - see if can use these pumps anywhere??20 yr install 20" forcemain - trim impeller on 15 yr pumps15 Yr have to change to 100 Hp pumps discharging to LS3101; repumps LS330110 yr have to install 3rd pump and change pumps to 34 Hp (from 20 Hp) 5 yr installed triplex station with 2 pumps and new 14" fm 0-5 yr 946 gpmConstruction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 5-10 yr 1859 gpm

Trim impelleron 15 yr pumps to Flygt CP3300 468 curve 275mm, 60 Hp 3 EA 2500 7500 10-15 yr 2701 gpmCondition 1901 gpm @ 67' TDH 15-20 yr 3802 gpm

20+ 10328 gpmInstall new 20" PVC FM 14000 LF 80 1120000Abandon existing 14" FM (unless can use for reuse?) 14000 LF 5 70000Bypass Pumping 4 Wks 1900 7600


LS 3302 - out near Peninsula have to change pump model every 5 yrs from 5 yr through 15 yr - see if can use these pumps anywhere??20 yr have to change pumps to 30 Hp15 h t f 15 H15 yr change out pumps for 15 Hp pumpsbased on ATM evaluation do not need this in the 0-5 yr window and unlikely need in 5-10 yr window. Most flow could be pumped directly into 16" fm 0-5 yr 373 gpm

forcemain is already built from Peninsula to LS3114 manhole and can be cut back to discharge in 36" gravity sewer install up to US17/Buckswamp Road and South Port Pkwy 5-10 yr 967 gpmIn 15 yr will need to switch out pumps - tried to find 10 yr pumps that could just change imp in 15 yr but flows/head won't work 10-15 yr 1653 gpm

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction Costs 15-20 yr 2255 gpmChange triplex pumps and panel from 15 Hp to 30 Hp pumps 3 EA 25000 75000 20+ 7802 gpm

Install 3 Flygt NP3171 434 curve 255 mm, 30 HpCondition 1127 gpm @ 72' TDHassume wetwell about 20' deep and 12' diam. - pumps will fit 12' dia wetwell will fit 15 yr pumps with 18" between pumps and 12" off ww wallsized valve vault large enough for 10" valves pumps 26" wide and 56" long

138 inRemove/replace rails, pump base, etc. 1 LS 20500 20500 11.5 ftElectrical Service 1 LS 25000 25000 pumps fit with 18" separation between pumps and 12" off wallInstall Generator 1 LS 75000 75000Bypass Pumping 12 Wks 1800 21600


LS 3303 Terra Nova not needed for 20 yr condition any flows need to go direclty to this station or just repumping??LS 3303 Terra Nova - not needed for 20 yr condition any flows need to go direclty to this station or just repumping??Do not see a need for this station in the 5-20 yr period as a repumping station since shortened fm from Peninsula and discharge to LS3114 gravity and not WPCP



Jones CreekTo collect septic systems - was previously on Future Development CIP in SSI W/S MPEstimated 22 lots - 6 with septic as of 2006 - Subdivision flow estimated 24 gpmSeptic systems installed 1996 - 2003; high potential for failure by year 2029Install new gravity sewer, grinder lift station, and 2-inch forcemain to pump across Lawrence Road (major) and discharge to Stillwater existing gravity sewer

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsInstall new 8" gravity sewer (4' to 8.5' deep) 2100 LF 80 $168,000Install new 4' diameter manholes with lining/coating 8 EA 3100 $24,800Duplex Grinder Lift Station (25 gpm min capacity @ 15' TDH) 1 LS 22000 $22,0002-inch Forcemain 2500 LF 18 $45,000Bypass Pumping 4 Wk 1000 $4,000


Butler PlantationTo collect septic systems - was previously on Future Development CIP in SSI W/S MP


To collect septic systems - was previously on Future Development CIP in SSI W/S MPEstimated 23 lots - 10 with septic as of 2006 - Subdivision flow estimated 25 gpmSeptic systems installed 1996 - 2001; high potential for failure by year 2029Install new gravity sewer, grinder lift station, and 3-inch forcemain and discharge to LS2033Upgrades to LS2033, 2056, and 2032 that cover the flow from this area can be done in 10 yr - not included here.

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsInstall new 8" gravity sewer (5' to 20' deep) 5000 LF 115 $575,000Install new 4' diameter manholes with lining/coating 15 EA 3400 $51,000Duplex Grinder Lift Station (LFSUT4 - Flygt CP-3067 imp 265, 2 Hp) 1 LS 22000 $22,0003-inch Forcemain 3000 LF 22 $66,000Bypass Pumping 4 Wk 1000 $4,000


Note - could possibly share fm from Hampton Pt proposed in 2014 - 2019 but may not work with small flow from Butler PlantationCarts Subdivision

To collect septic systems - was previously on Future Development CIP in SSI W/S MPEstimated 11 lots - 10 with septic as of 2006 - Subdivision flow estimated 12 gpmSeptic systems installed 1996 - 2006; moderate potential for failure by year 2029Install new gravity sewer, grinder lift station, and 2-inch forcemain to discharge to LS2054 gravity sewer - Carts S/D and Settler's Hammock both useInstall new gravity sewer, grinder lift station, and 2 inch forcemain to discharge to LS2054 gravity sewer Carts S/D and Settler s Hammock both useNo upgrades necessary for LS2054

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsInstall new 8" gravity sewer (4' to 8' deep) 900 LF 80 $72,000Install new 4' diameter manholes with lining/coating 5 EA 3050 $15,250Duplex Grinder Lift Station (32 gpm min capacity @ 16' TDH) 1 LS 22000 $22,0002-inch Forcemain - discharge to LS2054 exist MH 775 LF 18 $13,950Bypass Pumping 4 Wk 1000 $4,000


Settler's HammockTo collect septic systems - was previously on Future Development CIP in SSI W/S MPEstimated 24 lots - 15 with septic as of 2006 - Subdivision flow estimated 20 gpmSeptic systems installed 2002 - 2005; moderate potential for failure by year 2029Install new gravity sewer to discharge to proposed grinder LS under Carts SubdivisionNo upgrades necessary for LS2054

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsInstall new 8" gravity sewer (4' to 8' deep) 1000 LF 80 $80,000Install new 4' diameter manholes with lining/coating 4 EA 3050 $12,200Install new 4 diameter manholes with lining/coating 4 EA 3050 $12,200Bypass Pumping 6 Wk 1000 $6,000



Golden Isles Marina Townhouses, Lanier IslandTo collect new development on Lanier Island - was previously on Future Development CIP in SSI W/S MPEstimated 48 townhomes - Subdivision flow estimated 40 gpmThese improvements would allow for the decommissioning of the Lanier Island WPCP and would pump the entire Lanier Island wastewater flow to the St Simons Island WPCPInstall new pump station, and forcemain and manifold in to LS2030 forcemain on St Simons IslandWill require upgrades to LS2030 forcemain - part of the 12-inch forcemain must be upgraded

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsDuplex Lift Station (132 gpm min capacity @ 112' TDH) - pump entire flow Lanier Island WPCP; 1 LS 185000 $185,000

Flygt CP3140, 480 imp, 14.8 Hp4-inch Forcemain 9000 LF 60 $540,000 more expensive because parts have to be drilled or attached to bridgeInstall new 16-inch forcemain from LS2030 2700 LF 60 $162,000Abandon 12-inch forcemain from LS2030 2700 LF 5 $13,500Bypass Pumping 12 Wk 1800 $21,600


Musgrove Plantation Phase IIUndeveloped large tract of land near LS2056 - near German Village


Assumed all - approximately 1000 acre tract; assume 1/2 undevelopable due to marsh/wetlandEstimated 450 - 1 acre lots in total; develop some in 15 yr, 20 yr and 20+ yr

200 lots in 15 yr (225 gpm); 150 lots in 20 yr (167 gpm)Will require new gravity sewer, new lift stations internal and discharge to LS2056 - necessary upgrades to LS2056 done in 15 yr with Phase I Musgrove PlantationCan not determine layout of subdivision gravity sewer - no plat

Construction Cost for Expansion No. Unit Cost/Unit Engineer's Opinion of Construction CostsUpgrade pumps, panel, and electrical in duplex master lift station (No. 1 LS) 2 EA 28000 56000

Flygt CP3201, 462 Imp, 280 mm, 47 Hp, Design Oper Condition 400 gpm @ 120 ft TDHInstall new duplex lift station for Phase II (No. 2 LS) 1 LS 175000 175000

Flygt CP 3127 220 mm, 7.5 Hp draw - move from LS No. 1 15 yr station and change imp, Design Oper Condition 167 gpm @ 50 ft TDH 0Install new 6-inch FM from LS No. 2 to LS No. 1 5660 LF 30 169800Bypass Pumping 6 wks 1200 7200



APPENDIX A SITE VISIT FIELD FORMS AND PICTURES

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Transcript of APPENDIX A SITE VISIT FIELD FORMS AND PICTURES