james river treatment plant - hrsd · 2019. 5. 31. · james river treatment plant newpor news city...

James River Treatment Plant

Newport News City Center at Oyster Point is a business district thatfeatures retail shops, restaurants and offices as well as residential spacecentered around the fountain in the heart of the development.

York County Yorktown is most remembered as the site where BritishGeneral Lord Cornwallis surrendered to American and French forcesunder the command of General George Washington, bringing an end

to the last major battle of the American Revolutionary War. But evenbefore the struggle for independence, the town was a bustling andprosperous 18th century seaport, having been established by the1691 Act of Ports. Yorktown also witnessed major Civil War activity.Its fortifications held off a Union army attack during the PeninsulaCampaign of 1862.

0 4,900 9,800 14,700 19,6002,450Feet

3Q±JR013200

JR011730

JR011300

JR012100

JR013000

James River

JR010600

ÜCIP Location

Service Area

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Treatment Plant Projects

James River Treatment Plant Service AreaCIP Projects

GN016343GN016360GN016361JR013400

James RiverTreatment Plant3Q±

_ CIP PumpStation Point

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± CIP Interceptor LineCIP Abandonment

CIP Interceptor Point_̂

HRSD Interceptor Force MainHRSD Interceptor Gravity Main

3Q HRSD Treatment Plant

3SRP HRSD Pressure Reducing Station

3PS HRSD Pump Station

Treatment Plant Service Area

JR010600

JR013200

LUCAS CREEK

LUCAS CREEK RD

OLD LU

CAS C

REEK

RD

LUCAS CREEK RD

SELK

IRK

DR

MACNEIL

DR

ANCHORAGE DR

JR010600Lucas Creek Pump Station Upgrade

CIP Location

Newport News

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JR010600

/0 110 220 330 44055

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Project Area

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± Project Interceptor Line!]̂ Project Interceptor Point!]̂ Project Pump Station Point

CIP Project Area

_̂ CIP Interceptor Point_ CIP Pump Station Point

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Lucas Creek Pump Station Upgrade PR_JR010600

System: James RiverType: Pump Stations

Driver Category: I&I Abatement-Rehabilitation PlanProject Status: Design DelayRegulatory: Rehab Plan Phase Two

PROGRAM CASH FLOW PROJECTION ($,000)

Prog CostExp to

Previous Year FY20 FY21 FY22 FY23 FY24 FY25 FY26 FY27 FY28 FY29

$6,436 $88 $133 $303 $5,912 $0 $0 $0 $0 $0 $0 $0

PROJECT DESCRIPTION

This project will upgrade all equipment at Lucas Creek Pump Station, to include but not limited to: pumps, motors, controls, and electrical service. Lucas Creek must be able to pump independently as a lift station and as a pressure reducing station in multiple flow directions. Work should also include the rehabilitation of the wet well.Scope of work to include the replacement of all yard piping, and an addition of two flow meters and vaults. Approximately 132 feet of 30 and 36-inch pipe is also to be replaced.

PROJECT JUSTIFICATION

This project is required in order to provide expanded operational flexibility in the North Shore system. The new Kiln Creek Interceptor Force Main (IFM) and Route 171IFM in conjunction with upgrades to Lucas Creek will reduce system pressures during wet weather events.

FUNDING TYPE CONTACTS

Funding Type: Revenue Bond Contacts-Requesting Dept: Operations-InterceptorsContacts-Dept Contacts: Eddie AbisaabContacts-Managing Dept: Engineering

PROPOSED SCHEDULE START DATE COST ESTIMATE

PrePlanning 01/01/2014PER 01/01/2015Design Delay 05/01/2015Design 03/01/2020Bid Delay 04/01/2021PreConstruction 04/01/2021Construction 08/01/2021Closeout 10/01/2021

Cost Estimate Class: Class 4 PrePlanning $0PER $88,377Design $430,700PreConstruction $6,430Construction $5,900,000Closeout $10,000 Est. Program Cost $6,435,507Contingency Budget $389,267

Est. Project Costs $6,824,774

JR011300

JR011730

PATRICK HENRY

I-64

JEFFERSON AVE

255B

JEFFERSON AVE

G AVE

BRICK KILN BLVD

HABE

RSHA

M D

R

SHUMATE LN

WAL

MAR

T W

AY

BOYKIN LN

JR011300Patrick Henry Pump StationInterconnection Force Main

CIP Location

Newport News

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JR011300

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Patrick Henry Pump Station Interconnection Force Main PR_JR011300

System: James RiverType: Pipelines

Driver Category: Capacity ImprovementsProject Status: PERRegulatory: None


Prog CostExp to


$1,585 $318 $903 $365 $0 $0 $0 $0 $0 $0 $0 $0

PROJECT DESCRIPTION

This project involves the installation of approximately 2,000 linear feet of 30-inch force main (FM) from the Colony Area Interceptor Force Main (IFM) and the Oyster Point IFM to Patrick Henry Pump Station.


The installation of this FM would provide much needed operational flexibility to the North Shore system in moving flows between the James River and York River systems while simultaneously reducing system pressures. A Conditional Flow Acceptance Letter was issued to the City of Newport News in September 2009 specifically referencing the proposed FM improvements. The proposed FM improvements will provide a significant reduction in system pressure for Oyster Point IFM located in Jefferson Avenue. The City of Newport News has experienced several failures of FMs that connect directly to the Oyster Point FM over the past few years. A HART Analysis of the City Center Study Area was completed in October 2010 and included the proposed force main. Several scenarios were included in the study and resulted in a recommended FM size of 30-inches. The recommended 30-inch FM sizing will provide the capacity and ability to reduce system pressures as well as provide flexibility to convey flows under various conditions.


Funding Type: Revenue Bond Contacts-Requesting Dept: Operations-InterceptorsContacts-Dept Contacts: Jeremiah BurfordContacts-Managing Dept: Engineering



Cost Estimate Class: Class 4 PrePlanning $36,706PER $53,190Design $226,500PreConstruction $5,000Construction $1,259,090Closeout $5,000 Est. Program Cost $1,585,486Contingency Budget $229,450


JR011730

I-64I-64

JEFFERSON AVE

255B

255A

255

OYSTER POINT RD

OYSTER POINT RD

JEFFERSON AVE

255A

OYSTER POINT RD

HORNSBY LN

CRIS

TON

DR

HQ W

AY

HOLBROOK DR

OPERATIONS DR

FOXB

ORO

DR

G AVE

FREEDOM WAY

TODD TRL

RIVE

R BE

ND C

T

ROGER BROWN DR

CROWN POINT DR

CLAIRE LNHANCOCK DR

KRISTY CT

BELLOWS WAY

ARBORETUM WAY

JR011730Jefferson Avenue Interceptor ForceMain Replacement Phase III

CIP Location

Newport News

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JR011730

/0 590 1,180 1,770 2,360295

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Project Area

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CIP Project Area


CIP Abandonment

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Jefferson Avenue Interceptor Force Main Replacement Phase III

PR_JR011730




Prog CostExp to


$12,174 $1,040 $3,235 $6,762 $1,137 $0 $0 $0 $0 $0 $0 $0

PROJECT DESCRIPTION

This project will replace approximately 9,000 LF of 12-inch, 14-inch and 16-inch HRSD force main (FM) (NF-020 and NF-021) from the intersection of Route 171 (Oyster Point Road) and Jefferson Avenue to the proposed Patrick Henry jumper. The proposed force main sizing (30-inch) was performed during the City Center HART Analysis.


Preliminary hydraulic and capacity analysis show that pressures in the HRSD FM are hindering the City of Newport News' pump stations from entering the HRSD system during high flow conditions. Future development is planned for the service area, which will exacerbate the current problem. This FM segment will also provide additional capacity and system flexibility when combined with other proposed improvements.


Funding Type: Revenue Bond Contacts-Requesting Dept: Operations-InterceptorsContacts-Dept Contacts: Jeremiah BurfordContacts-Managing Dept: Engineering



Cost Estimate Class: Class 4 PrePlanning $53,808PER $187,424Design $1,756,880PreConstruction $23,100Construction $10,142,572Closeout $10,000 Est. Program Cost $12,173,784Contingency Budget $1,848,304


JR012100JR012100

WARWICK BLVD

NETT

LES

DR

HUXLEY PL

CITY CENTER BLVD

TURL

INGT

ON RD

MELLON ST

WHITES LN

WINTERHAVEN DR

PATTON DR

PARKER AVE

SPRI

NG R

D

DEEP CREEK RD

MARRO

W DR

CARNEGIE DR

CENT

ER S

T

WHITTIER AVE

CULPEPPER AVE

MOLINE DR

SUMMER DR

NAT TURNER BLVD

HERMAN MELVILLE AVE

MAYM

ONT

DR

QUIL

LEN

TER

MONICA DR

LEO

CT

SUITE LIFE CIR

SAYB

ROOK

E CT

SARA

H CT

COLUMBUS WAY

CITY CENTER BLVD

JR012100Huxley to Middle Ground Force MainExtension

CIP Location

Newport News

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JR012100

/0 450 900 1,350 1,800225

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Huxley Place to Middle Ground Boulevard Force Main Extension

PR_JR012100


Driver Category: I&I Abatement-Rehabilitation PlanProject Status: DesignRegulatory: Rehab Plan Phase One


Prog CostExp to


$4,227 $700 $3,252 $276 $0 $0 $0 $0 $0 $0 $0 $0

PROJECT DESCRIPTION

This project will involve the installation of approximately 2,250 LF of new 36-inch force main (FM) from the intersection of Alpine Street and Huxley Place to the MiddleGround-City Center Interconnect FM west of the CSX railroad tracks. This extension will allow for abandonment of the 36-inch reinforced concrete pipe (RCP) from theintersection of Maxwell Lane and Route 60 to the intersection of Huxley Place and Carnegie Drive (approx. 5,500 LF abandoned).


This FM extension will connect to the Middle Ground Boulevard FM that will allow for the abandonment described above. An evaluation of the existing record drawings indicated the presence of 6 unvented high points in the section to be abandoned. Based on this finding, it is likely that the interior of this pipe is suffering from severe crown corrosion. Considering the age of this pipe (> 40 years), the length of the projected bubbles, the location of adjacent city pump stations, and available repair techniques (particularly on the flat bottom RCP) the solution for the conditional issues here is complete abandonment.


Funding Type: Clean Water/Cash Contacts-Requesting Dept: Operations-InterceptorsContacts-Dept Contacts: Ann CopelandContacts-Managing Dept: Engineering





JR013000

MORRISON

HARPERSVILLE RD

GATEWOOD RD

BELINDA DR

JR013000Morrison Pump Station DischargeForce Main Replacement & CapacityEnhancements

CIP Location

Newport News

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JR013000

/0 130 260 390 52065

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Morrison Pump Station Discharge Force Main Replacement and Capacity Enhancements

PR_JR013000




Prog CostExp to


$1,273 $86 $91 $457 $638 $0 $0 $0 $0 $0 $0 $0

PROJECT DESCRIPTION

This project involves replacing and rerouting approximately 850 LF of 12-inch Asbestos Cement (AC) Pipe with 16-inch pipe from Morrison Pump Station (PS) to the connection point at the main trunk across the CSX railroad.


The 12-inch Asbestos Cement interconnect force main is designed to divert flows from the 12-inch Cast Iron force main to the 20-inch Asbestos Cement force main. Existing debris build up completely prevents flow through the pipe segment. There were several unsuccessful attempts to flush the pipe segment. The option to send flow from the Morrison PS to the James River Treatment Plant through the 20-inch AC pipe is critical in case of a break on the 12-inch Cast Iron pipe installed in 1967. The Morrison PS also has significant capacity issues. This replacement will improve capacity at this location.


Funding Type: Revenue Bond Contacts-Requesting Dept: Operations-InterceptorsContacts-Dept Contacts: Matt PoeContacts-Managing Dept: Operations-Interceptors





JR013200

LUCAS CREEK

WARWICK BLVD

DENBIGH BLVDOL

D LU

CAS

CREE

K RD

US-60

WARW

ICK BLVD

CATALINA DR

GARR

OW R

D

WELLS RD

DENBIGH BLVD

BEECHMONT DR

COLLEEN DRDARDEN DR

CASCADE DR

PAULETTE DR

PICARD DR

VENTNOR DR

DE LAURA DR

STONY DR

TELFORD DR

TULIP DR

VISTA DR

THALIA DR

SADD

LER D

R

MANOR RD

HUGHES DR

LORAINE DR

KINGSMAN DR OLD

COUR

THOU

SE W

AY

DEBBIE LN

OWENS RD

CREMONA DR

HELENA DR

PEAR RIDGE CIR

RUBRUM RD

HELEN DR

BAILIFF CT

ASHLEY PL

ADA

TER

BELLE CIR

JR013200Lucas Creek-WoodhavenInterceptor Force MainReplacement Phase II

CIP Location

Newport News

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JR013200

/0 740 1,480 2,220 2,960370

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CIP Project Area


CIP Abandonment

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Lucas Creek-Woodhaven Interceptor Force Main Replacement Phase II

PR_JR013200


Driver Category: Aging Infrastructure/RehabilitationProject Status: ProposedRegulatory: None


Prog CostExp to


$2,085 $60 $820 $1,205 $0 $0 $0 $0 $0 $0 $0 $0

PROJECT DESCRIPTION

This project involves the replacement of approximately 1,500 linear feet of Ductile Iron (DI) pipe between Denbigh High School and Epes Elementary School. This section of pipe will be replaced with a 30" Horizontal Directional Drilled Polyethylene pipe underneath Stony Run.


In 2014, two failures occurred on the Lucas Creek-Woodhaven Interceptor Force Main (NF-015) just south of Woodhaven Road within a 6 month period. These failures shared the same characteristics as the previous failures on the Prestressed Concrete Cylinder Pipe (PCCP) force main in 2007 that required the replacement of approximately 2 miles of HRSD force main. After the first failure (April 2014), several Broadband Electromagnetic (BEM) scans and Ultrasonic Thickness (UST) tests were performed along the force main from Woodhaven Road to Lucas Creek Road along Warwick Boulevard. The BEM and UST testing confirmed a loss of wallthickness along the bottom third of the pipe. pH sampling along NF-008 and NF-015 resulted in values ranging from 4.4-6.1.Due to the condition of the pipe immediately downstream of the repairs, a Prompt Repair Work Order has been issued for the replacement of approximately 1,200 LF of pipe from the intersection of Woodhaven Road and Warwick Boulevard to just north of the intersection of Thorncliff Drive and Warwick Boulevard. While no condition assessment has been performed along this section of force main from Warwick Boulevard and Lucas Creek Road to the Lucas Creek PS, it is anticipated that a loss of wall thickness has occurred along the bottom of the pipe. Additional condition assessment activities may be performed based on actual pipe condition obtained from the Prompt Repair work and the work to complete Phase I.This 1,500L.F. of pipe to be replaced represents the most difficult section of forcemain to access and repair from the Lucas Creek Phase I CIP to Lucas Creek Pump Station. This portion of 1970 D.I. pipe lies between Denbigh High School and Epes Elementary School. This pipeline is installed under a salt marsh, which based on past experiences, is also at risk of severe external corrosion.


Funding Type: Revenue Bond Contacts-Requesting Dept: Operations-InterceptorsContacts-Dept Contacts: Sam McAdooContacts-Managing Dept: Engineering





JR013400

JR013400James River Treatment PlantAdvanced Nutrient ReductionImprovements

CIP Location

Newport News

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JR013400

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JRTP Advanced Nutrient Reduction Improvements PR_JR013400

System: James RiverType: Nutrient Reduction

Driver Category: Performance UpgradesProject Status: ProposedRegulatory: Integrated Plan-SWIFT


Prog CostExp to


$120,750 $0 $237 $2,550 $31,242 $32,520 $32,520 $21,681 $0 $0 $0 $0

PROJECT DESCRIPTION

This project is for the design and construction of improvements to the secondary treatment process at the James River Treatment Plant. The scope includes equalization of primary effluent, modifications to the Integrated Fixed Film Activated Sludge (IFAS) system, increased IFAS media fill, demolition of existing secondary clarifiers (1, 2, and 3), replacement with new rectangular secondary clarifiers, conversion of clarifier 5 to a post denitrification moving bed bio-reactor (MBBR), chemical storage and feed systems, and all pumping, piping, instrumentation, and site work required. Current estimate does not include any upgrades to the treatmentplant electrical system backbone.


Advanced secondary treatment improvements, including nutrient reduction measures, will be required to provide stable source water quality that meets the influent requirements of the full scale SWIFT facility at James River Treatment Plant.


Funding Type: WIFIA Contacts-Requesting Dept: Operations-TreatmentContacts-Dept Contacts: Lauren ZuravnskyContacts-Managing Dept: Engineering



Cost Estimate Class: Class 5 PrePlanning $0PER $237,000Design $114,763,000PreConstruction $0Construction $5,750,000Closeout $0 Est. Program Cost $120,750,000Contingency Budget $0


james river treatment plant - hrsd · 2019. 5. 31. · james river treatment plant newpor news city...

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