Boat Harbor Treatment Plant - HRSD...Boat Harbor Treatment Plant. 0 2,000 4,000 8,000 12,000 16,000...

Hampton Located on the mouth of the Chesapeake Bay, Hamptonis graced with miles of shoreline and breathtaking water views. Residents and businesses alike choose to call this beautiful city home.

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.

Boat Harbor Treatment Plant

0 4,000 8,000 12,000 16,0002,000Feet

3Q±

BH015000 BH014220

BH015600

BH015100

BH015700

BH015803

BH014800

BH014700

BH014900

BH014600

BH014000

BH015500BH014500

BH015802

BH015801

BH013020

Boat Harbor

ÜCIP Location

Service Area

Legend

Treatment Plant Projects

Boat Harbor Treatment Plant Service AreaCIP Projects

BH015300BH015700GN017400

Boat HarborTreatment Plant3Q±

_ CIP PumpStation Point

±

± 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

BH013020

BH014900

WILLARD AVE

HAMPTON ROADS BLTWY

S CURRY ST

DOWNES ST

SEGAR ST

E HOWARD ST

MILL CREEK TER

NATIONAL AVE

BH013020Willard Avenue Pump StationReplacement

CIP Location

Hampton

Legend





BH013020

/0 110 220 330 44055

Feet

Project Area

±

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

CIP Project Area

_̂ CIP Interceptor Point_ CIP Pump Station Point

CIP Abandonment

±

± CIP Interceptor Line

Willard Avenue Pump Station Replacement PR_BH013020

System: Boat HarborType: Pump Stations

Driver Category: Capacity ImprovementsProject Status: ProposedRegulatory: None

PROGRAM CASH FLOW PROJECTION ($,000)

Prog CostExp to

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

$7,560 $500 $916 $4,333 $1,811 $0 $0 $0 $0 $0 $0 $0

PROJECT DESCRIPTION

This project includes the replacement of the Willard Avenue Pump Station (PS) to address conditional issues. The proposed replacement will include a relocated pump station and new gravity and force main connections to the existing systems.

PROJECT JUSTIFICATION

This project will improve pump station capacity for the service area and reduce operation and maintenance demands. The existing Willard Avenue Pump Station is located at 219 National Avenue in Hampton, Virginia. The Station serves portions of Buckroe, Woodland and Phoebus including Fort Monroe and receives flow from multiple City Pump Stations and the HRSD Bay Shore Lane Pump Station. Flows can be diverted from the York River WWTP collection system to the Willard Avenue Pump Station through a valved connection at the HRSD Woodland Road Pump Station. The station discharges flows through a 30-inch force main to a gravity sewer manhole in downtown Hampton. A new force main is planned to realign the Hampton Trunk Sewer Extension Divisions I & J Phase II to remove the pipeline from the Hampton University campus. A new pump station will accommodate a wide range of wet weather flows as well as offer operational flexibility during dry weather periods. The following items are justification for completing this project: The existing pump station was constructed in 1944. At 75 years old, it is nearing the end of its anticipated useful life. The existing pump station parcel is only 0.14 acres, which does not allow for any expansion and does not meet our current parcel size standards for a new pump stations site. Furthermore, building a new pump station at this location will be challenging given the close proximity to residents. HRSD will need to acquire a new parcel in the vicinity of the existing PS to build a new one. Upon completion of the new PS, the existing PS will be demolished and the parcel transferred or sold.

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 01/01/2019PER 04/01/2019Design Delay 08/01/2019Design 08/01/2019Bid Delay 03/01/2020PreConstruction 03/01/2020Construction 06/01/2020Closeout 12/01/2021

Cost Estimate Class: Class 5 PrePlanning $350,000PER $200,000Design $500,000PreConstruction $5,000Construction $6,500,000Closeout $5,000 Est. Program Cost $7,560,000Contingency Budget $1,300,000

Est. Project Costs $8,860,000

BH014000

BH014600

33RD ST

33RD ST

25TH ST

HUNTINGTON AVE

WARWICK BLVD

28TH ST

US-60

26TH ST

WEST AVE

33RD ST

30TH ST

32ND ST

34TH ST

23RD ST

29TH ST

26TH ST

28TH ST

WASHINGTON AVE

25TH ST

36TH ST

31ST ST

27TH ST

HARBOR RD

24TH ST

31ST ST

BH014000West Avenue and 35th StreetInterceptor Force MainReplacement

CIP Location

Newport News

Legend





BH014000

/0 360 720 1,080 1,440180

Feet

Project Area

±


CIP Project Area


CIP Abandonment

±


West Avenue and 35th Street Interceptor Force Main Replacement

PR_BH014000

System: Boat HarborType: Pipelines

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


Prog CostExp to


$3,600 $0 $0 $231 $839 $2,528 $3 $0 $0 $0 $0 $0

PROJECT DESCRIPTION

This project will replace approximately 3,750 linear feet (LF) of cast iron force main, primarily along West Avenue and 35th Street in the City of Newport News. Approximately 1,000 ft of the force main is 20-inch, 250 ft is 18-inch, and 2,500 ft is 12-inch pipe.


North Shore Operations has experienced six breaks on this line. Two occurred in the late 1990's, one occurred in 2008, two occurred in late 2010, and the most recent break was in early 2013. The breaks have occurred due to a variety of reasons, the two in 2010 occurred due to multiple stress fractures along the crown and acircumferential crack, respectively. The most recent break (2013) was also a stress fracture that occurred between the spring line and crown of the pipe. In addition to the poor track record that North Shore Operations has on this pipe, it should be noted that this force main is a cast iron (CI) pipe that was installed in the1940's. CI is a brittle material that is susceptible to soil settlement and local loading that sometimes leads to localized longitudinal factures.


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



Cost Estimate Class: Class 5 PrePlanning $0PER $86,784Design $289,224PreConstruction $5,150Construction $3,214,162Closeout $5,150 Est. Program Cost $3,600,470Contingency Budget $803,541


BH014220

BH014900

WILLARD AVE

WASHINGTON ST

HAMPTON UNIVERSITY

HAMPTON ROADS BLTWY

268

E MERCURY BLVD

WOODL

AND R

D

EATON ST

W COUNTY ST

S MALLORY ST

N MALLORY ST

VA-143

OLD POINT AVE

TYLER ST

HARRIS AVE

MARSHALL AVE

SHORE RD

OLD BU

CKRO

E RD

FRANKLIN BLVD

S CURRY ST

IRELAND ST

FULT

ON A

VE

W KELLY AVE

WINE ST

S BOX

WOOD ST

SCOT

LAND

RD

SEWELL AVE

AVERILL AVE

E QUEEN ST

ORCHARD RD

RIVER ST

BRYANT DR

FERRY RD

WATER ST

MILL POINT DR

BH014220Hampton Trunk Sewer ExtensionDivisions I and J Relocation Phase II

CIP Location

Hampton

Legend





BH014220

/0 790 1,580 2,370 3,160395

Feet

Project Area

±


CIP Project Area


CIP Abandonment

±


Hampton Trunk Sewer Extension Divisions I and J Relocation Phase II

PR_BH014220


Driver Category: RelocationProject Status: DesignRegulatory: None


Prog CostExp to


$11,410 $925 $3,148 $5,168 $2,168 $0 $0 $0 $0 $0 $0 $0

PROJECT DESCRIPTION

This project includes the replacement of 7,500 linear feet (LF) of 30-inch force main (FM) from the new Willard Avenue Pump Station (PS) with 6,800 LF of new 24-inch FM. The new force main will originate from the new Willard Ave PS to the connection at E. Queen Street and Eaton Street. The location of the new Willard Ave PS is still pending and may impact the alignment of the FM. The following ancillary work will be required as part of this project:A 600 LF extension of the 10-inch FM from City of Hampton PS 003.A 1000 LF relocation of the 4-inch FM from the privately owned Hampton Harbor PS.Conveyance of Hampton University PS (Sta. #211) to Hampton University or the Veteran Affairs Medical Center.


In combination with CIP BH014210, this project will address critical areas within the City of Hampton with significant wet weather capacity issues as identified in the Hampton Study completed by Brown and Caldwell (BC). The Hampton Study was a collaborative effort between BC, the City of Hampton and HRSD to identify, evaluate, and select the preferred alternatives to address the identified capacity issues. The existing Willard Avenue PS 30-inch discharge FM was originally installed in the 1945-46 timeframe, with a portion of the main relocated in 1956 as part of the Interstate-64 (I-64) project. Given the age of this line, the documented failure nearthe I-64 sound wall, limited diversion options, its depth in the vicinity of the interstate off ramp, and Hampton University's request for HRSD to abandon this pipe, replacement is necessary.







BH014500BH

0155

00

VICTORIA BLVD

LASALLE AVE

VICTORIA BLVD

SHELL RD

HOMESTEAD AVE

NEWPORT NEWS AVE

WORSTER ST

OTLEY RD

MILFORD AVE

FAIRLAND AVE

ALGONQUIN RD

BRIGHT ST

SEMINOLE RD

HIGHLAND AVE

ENGL

AND

AVE

RIDGEWAY AVE

AUGUSTA ST

BRIGHTWOOD AVEERVIN ST

VINE ST

SHENANDOAH RD

VICTOR ST

ARCH ST

WESTWOOD AVE

MOORE ST

LAUDERDALE AVE

S FA

LLON

CT

IDA STTHORNETTE STJUDY CT

CLOVELLY LN

MOSS AVE

ANDERSON LN

MELB

OURN

E PL

KATHERINE ST

BH014500Ivy Home-Shell Road SewerExtension Division I Replacement

CIP Location

Hampton

Legend





BH014500

/0 310 620 930 1,240155

Feet

Project Area

±


CIP Project Area


CIP Abandonment

±


Ivy Home-Shell Road Sewer Extension Division I Replacement

PR_BH014500


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


Prog CostExp to


$2,088 $74 $0 $16 $585 $1,414 $0 $0 $0 $0 $0 $0

PROJECT DESCRIPTION

This project will involve diversion of the LaSalle Avenue Sanitary Sewer Force Main (NF-085) in the City of Hampton from the current discharge manhole at the intersection of LaSalle Avenue to Shell Road to an alternative downstream manhole at the intersection of Victoria Boulevard and Ivy Home Road. This diversion wouldsignificantly reduce the hydraulic grade line (HGL) in the HRSD gravity sewer and address the capacity concern identified in the regional hydraulic model. The Preliminary Engineering Report (PER) for this project found that abandonment and replacement of the existing HRSD gravity sewer was not feasible due to conflicts with storm sewers and other utilities along the replacement corridor. This project should be coordinated with the Regional Wet Weather Master Plan. Manholes in the Ivy Home-Shell Road area that were identified for rehabilitation under Phase 2 of the rehab plan were removed from the scope of this project and included in GN012130.


This project will address critical areas within the City of Hampton with significant wet weather capacity issues as identified in the Hampton Study completed by Brown and Caldwell (BC). This project should be coordinated with the Regional Wet Weather Master Plan. The Hampton Study was a collaborative effort between BC, the City of Hampton and HRSD to identify, evaluate and select the preferred alternatives to address the identified capacity issues. The gravity reroute to 001-PS was identified as the preferred alternative (Alternative 1B) for the Ivy Home Road/Chesapeake Avenue area. This alternative includes increasing the size of the main gravity pipe discharging into the Victoria Boulevard Pump Station (PS), thus, increasing sewer capacity for that service area. The increased capacity of this line, combined with the modifications rerouting flow from the Ivy Home Road sewer to the Victoria Boulevard PS, will facilitate capacity improvements to the Chesapeake Avenue gravity sewer (Alternative 2A - Pump Station and Force Main).


Funding Type: Revenue Bond Contacts-Requesting Dept: Operations-InterceptorsContacts-Dept Contacts: Phil HughesContacts-Managing Dept: Engineering





BH014600

BH014000

33RD ST

33RD ST

HUNTINGTON AVE

WARWICK BLVDWASHINGTON AVE

33RD ST

32ND ST

34TH ST

45TH ST

37TH ST

38TH ST

43RD ST

44TH ST

36TH ST

46TH ST

30TH ST

39TH ST

31ST ST

47TH ST

BH01460046th Street Diversion SewerRehabilitation Replacement

CIP Location

Hampton

Legend





BH014600

/0 390 780 1,170 1,560195

Feet

Project Area

±


CIP Project Area


CIP Abandonment

±


46th Street Diversion Sewer Rehabilitation/Replacement PR_BH014600


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


Prog CostExp to


$8,031 $470 $652 $4,358 $2,552 $0 $0 $0 $0 $0 $0 $0

PROJECT DESCRIPTION

This project will involve the rehabilitation and/or replacement of the main sanitary sewer trunk line on Newport News Shipbuilding property. The timing of these infrastructure improvements will need to be sequenced with the Newport News Shipyard (NNS) in accordance with an agreement to be drafted and executed prior to the construction phase. This project will include the installation of a new main sanitary sewer trunk line in the City right-of-way outside of NNS property, which will divert public flow from the sewer trunk line on NNS property.


This project will address long standing conditional, access, encroachment, and jurisdictional issues related to the James River Diversion Sewer - 46th Street constructed in 1945 under the Federal Works Agency, Docket No. VA 44-264. Responsibility for maintenance and operation was assigned to HRSD in 1950 with an expiration of responsibilities in 1979 according to the easement granted to the United States of America by the City of Newport News and subsequently assigned to HRSD. Upon expiration of the easement in 1979, responsibility for maintenance and operation of the gravity line has been in question. Prior to a complete Condition Assessment report prepared by Whitman, Requardt and Associates (WRA) in June 2011, several studies of the existing system have been prepared by consultants hired by Newport News Shipyard, all detailing limited system capacity, numerous deficiencies and missing infrastructure related to building/storage area construction.







BH014700

BH015600

HAMPTON ROADS BLTWY

HAMPTON ROADS BLTWY28TH ST

25TH ST

27TH ST 26TH ST

JEFFERSON AVE

WARWICK BLVD

5

HUNTINGTON AVE

23RD ST

US-60

26TH ST

5

30TH ST

29TH ST

31ST ST

MADISON AVE

32ND ST

21ST ST

33RD ST

19TH ST

25TH ST

20TH ST

MARSHALL AVE

IVY AVE

34TH ST

HAMPTON AVE

23RD ST

17TH ST

22ND ST

18TH ST

24TH ST

18TH

ST

30TH ST

BH014700Boat Harbor Outlet SewerImprovements

CIP Location

Newport News

Legend





BH014700

/0 450 900 1,350 1,800225

Feet

Project Area

±


CIP Project Area


CIP Abandonment

±


Boat Harbor Outlet Sewer Improvements PR_BH014700


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


Prog CostExp to


$6,031 $368 $4,151 $1,512 $0 $0 $0 $0 $0 $0 $0 $0

PROJECT DESCRIPTION

This project will rehabilitate or replace approximately 3,500 linear feet of gravity pipeline and associated manholes. Pipe diameters range from 48 to 54-inches. Projectextends from MH-NG-169-852 to MH-NG-169-1395 and from MH-NG-169-3984 to MH-NG-124-5328. Rehabilitation work includes the 26th Street siphons and the associated chambers. The 25th Street siphons and associated chambers were rehabilitated under a prompt repair contract.


Condition assessment activities indicate that these assets present a material risk of failure due to physical condition defects.





Cost Estimate Class: Class 3 PrePlanning $1,496PER $87,700Design $270,104PreConstruction $13,340Construction $5,653,244Closeout $5,000 Est. Program Cost $6,030,884Contingency Budget $558,447


BH014800

FERGUSON PARK

NEWMARKET CREEK

W MERCURY BLVD

JEFFERSON AVE

ROANOKE AVE

HUNTINGTON AVEBRIARFIELD RD

WARWICK BLVD

US-60

WARWICK BLVD

WARWICK BLVD

US-60

74TH STMARSHALL AVE

ORCUTT AVE

79TH ST

WICKHAM AVE

RIVER RD

77TH ST

SHIPYARD DR

76TH ST

72ND ST

80TH ST

48TH ST

73RD STCHESTNUT AVE

MADISON AVEHILTON BLVD

ELLEN RD

TEMPLE LN

JAMES DR

50TH ST

ZIPP DR

FAIRFAX AVE

60TH STBAKER BLVD

SURRY AVE

DEAN RAY CT

ROAM CT

CLINTON DR

TIMBER DR

ROBIN LN

72ND ST

TEMPLE LN

BH014800Jefferson Avenue Extension GravityImprovements

CIP Location

Newport News

Legend





BH014800

/0 920 1,840 2,760 3,680460

Feet

Project Area

±


CIP Project Area


CIP Abandonment

±


Jefferson Avenue Extension Gravity Improvements PR_BH014800


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


Prog CostExp to


$2,780 $842 $1,450 $488 $0 $0 $0 $0 $0 $0 $0 $0

PROJECT DESCRIPTION

This project is to rehabilitate and/or replace 4800 linear feet of gravity pipeline and associated manholes. Pipe diameters range from 27 to 36-inches. Project extends from MH-NG-103-2020 to MH-NG-106-8070 and from MH-NG-108-2800 to MH-NG-108-2340. Manholes MH-NG-108-719 and MH-NG-112-12636 are also included.


Condition assessment activities indicate that these assets present a material risk of failure due to I/I.







BH014900BH014220

WILLARD AVE

N MALLORY ST

W COUNTY ST

S MALLORY ST

VA-143

US-2

58

LIBBEY ST

N HOPE ST

S HOPE ST

S CURRY ST

N CURRY ST

E MERCURY BLVD

DOWNES ST

SEWELL AVE

E COUNTY ST

E HOWARD ST

SEGAR ST

TAYLOR AVE E

YUKO

N ST

CUMMING AVE E

WILLIAMS ST

WATER ST

E VIRGINIA AVE

SEMPLE ST

BH014900Hampton Trunk Sewer ExtensionDivision K Gravity Improvements

CIP Location

Hampton

Legend





BH014900

/0 360 720 1,080 1,440180

Feet

Project Area

±


CIP Project Area


CIP Abandonment

±


Hampton Trunk Sewer Extension Division K Gravity Improvements

PR_BH014900




Prog CostExp to


$3,800 $71 $428 $2,326 $974 $0 $0 $0 $0 $0 $0 $0

PROJECT DESCRIPTION

This project is to rehabilitate and/or replace 3700 linear feet of gravity pipeline with associated manholes. Pipe diameter is 30-inches.Project extends from MH-NG-160-25773 to NS-PS-225-1. There is also a point repair required between MH-NG-160-26350 and MH-NG-160-26040.


Condition assessment activities indicate that these assets present a material risk of failure due to I/I.







BH015000

W MERCURY BLVD

TODDS LN

WHEALTON RD

BIG BETHEL RD

ROANOKE AVE

BIG BETHEL RD

79TH ST

MARTHA LEE DR

W WEAVER RD

80TH ST

W LEWIS RD

77TH ST

HAZELWOOD RD

JOYNES RD

THREECHOPT RD

BERKSHIRE TER

ROBERTA DR

ALBANY DR

PENNWOOD DR

GREENWOOD DR

CHESTNUT AVE

WINCHESTER DR

CANDLEWOOD DR

REDHEART DR

74TH ST

TWIN OAKS DR

HUNT CLUB BLVD

BROUT DR

LYNNHAVEN DR

MACO

N RD

BUTTERNUT DR

GOLDSBORO DR

PATRICIAN DR

82ND ST

LASSITER DR

CORNWALL TER

TOPPING LN

KENNEDY DR

FARMINGTON BLVD

JOY

DR

LUNDY LN

SHER

RY D

ELL

DR

ABACO DR

MILT

ON D

R

CLIN

E DR

TERESA DR

BUTLER DR

ABRAHAM CT

GRAYSON AVE

DULUTH CT

EDGEWOOD DR

BONI

FAY D

RMCCALL CT

BH015000Orcutt Avenue and Mercury BlvdGravity Sewer Improvements

CIP Location

Newport News

Legend





BH015000

/0 1,000 2,000 3,000 4,000500

Feet

Project Area

±


CIP Project Area


CIP Abandonment

±


Orcutt Avenue and Mercury Blvd Gravity Sewer Improvements

PR_BH015000


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


Prog CostExp to


$8,975 $4,125 $4,850 $0 $0 $0 $0 $0 $0 $0 $0 $0

PROJECT DESCRIPTION

- Orcutt Avenue Section A Gravity Sewer Rehabilitation - 7,220 linear feet (LF) of gravity pipeline and 42 manholes are referred for action. Pipe diameters range from 15 to 18-inches. Project extents are from MH-NG-051-6116 to MH-NG-127-3791. Upsizing the Mercury Boulevard/Orcutt Avenue crossing from a 24-inch to a 36-inch.Upsizing roughly 300 LF of pipe on Mercury Blvd from an 18-inch to a 30-inch. - Mercury Boulevard Gravity Sewer Rehabilitation - 9,400 LF of gravity pipeline and 39 manholes are referred for action. Pipe diameters range from 15 to 18-inches. Project extents are from MH-NG-057-6293 to MH-NG-127-3791. City of Hampton sanitary sewer infrastructure rehabilitation work will also be included in this project. A Cost Sharing Agreement was executed to cover the cost of this work.


Condition assessment activities indicate that these assets present a material risk of failure due to I/I and physical condition defects.


Funding Type: Clean Water/Cash Contacts-Requesting Dept: Compliance AssuranceContacts-Dept Contacts: Eddie AbisaabContacts-Managing Dept: Engineering





BH015100

YR01

0300BLOXOMS CORNER

ANDREWS BLVD

ANDREWS BLVD

N 5T

H ST

NICKERSON BLVD

ROGERS AVE

NEWTON RD

SALT POND RD

REVERE DR

STOCKTON ST

TAPPAN AVEBUCKROE AVE

4TH

ST N

NATHAN ST

LAFA

YETT

E DR

BOYKIN LN

N 2N

D ST

CHOWNING DR

ZINZER RD

FOX GROVE DR

EAGLES LNDG

N 6T

H ST

FAIR

FIEL

D BL

VD

SILVER ISLES BLVD

AMHERST RD

FIELDS DR

SARFAN RD

MANILLA LN

BAXTER ST

SESCO DR

RAWOOD DR

WINFREE DR

BENTHALL RD

N 1S

T ST

RANALET DR

ESSEX PARK DR

BARNES CT

ATLANTIC AVE

ANGELIA WAY

ROSSER DR

SOUT

HALL

LND

G

CARMEN DR

MCGI

VNEY

LN

BH015100Bloxoms Corner Force MainReplacement

CIP Location

Hampton

Legend





BH015100

/0 620 1,240 1,860 2,480310

Feet

Project Area

±


CIP Project Area


CIP Abandonment

±


Bloxoms Corner Force Main Replacement PR_BH015100




Prog CostExp to


$2,868 $0 $108 $182 $778 $1,800 $0 $0 $0 $0 $0 $0

PROJECT DESCRIPTION

This project will address 6,100 linear feet of 8-inch Cast Iron Pipe from Bloxom's Corner Pump Station to the gravity discharge at MH-NG-094-1264.


Disproportionate force main failure history indicates material risk of failure.





Cost Estimate Class: Class 5 PrePlanning $62,824PER $90,434Design $192,095PreConstruction $5,310Construction $2,511,868Closeout $5,310 Est. Program Cost $2,867,840Contingency Budget $627,967


BH015300

HAMPTON ROADS BLTWY

7

TERM

INAL

AVE

HARB

OR R

D

JEFFERSON AVE

BH015300Boat Harbor Treatment PlantSwitchgear and ControlsReplacements

CIP Location

Hampton

Legend





BH015300

/0 120 240 360 48060

Feet

Project Area

±


CIP Project Area


CIP Abandonment

±


Boat Harbor Treatment Plant Switchgear and Controls Replacements

PR_BH015300

System: Boat HarborType: Electrical

Driver Category: Aging Infrastructure/RehabilitationProject Status: Pre ConstructionRegulatory: None


Prog CostExp to


$8,946 $2,526 $4,521 $1,899 $0 $0 $0 $0 $0 $0 $0 $0

PROJECT DESCRIPTION

This project is to design and construct needed replacement of the treatment plant main switchgear, generator switchgear, controls and appurtenances. The replacement of the main plant switchgear will require the construction of new building. The work also includes flood mitigation for sub-station 1 & 2.


This project will replace 35 year old switchgear, which are nearing the end of their useful life. The main and generator switchgear is starting to become unreliable. Thebreaker racking and closing mechanisms have alignment issues and breakers as well as switches have failed to open and/or close due to fatigue of parts. Replacement parts are becoming difficult to obtain. New buildings (main switchgear and emergency switchgear) are required to house the switchgear due to the limited available space on the plant site and the need to maintain plant operations during construction.


Funding Type: Clean Water/Cash Contacts-Requesting Dept: Operations-TreatmentContacts-Dept Contacts: Eddie AbisaabContacts-Managing Dept: Engineering





BH01

5500

BH014500

VICTORIA BLVD

W PEMBROKE AVE

SETTLERS LANDING RD

W QUEEN ST

LEE ST

SHELL RD

NEWPORT NEWS AVE

W QUEEN ST

CHAPEL ST

WORSTER ST

RIDGEWAY AVE

MILFORD AVE

HOMESTEAD AVE

FAIRLAND AVE

OLD

CELE

Y RD

S BA

CK R

IVER

RD

BRIGHT ST

WESTWOOD AVE

MICHIGAN DR

ENGL

AND

AVE

AUGUSTA ST

MAP

LEW

OOD

ST

UNION ST

PATT

ERSO

N AV

E

REDW

OOD

ST

THORNETTE ST

MOORE ST

FLORIDA ST

S FA

LLON

CT

IDA ST

JUDY CTDO

GWOO

D ST

CLOVELLY LN

SOUT

H ST

GEORGIA ST

FRAN CIREN

GLAN

D AV

E

BH015500LaSalle Avenue Interceptor ForceMain Replacement

CIP Location

Hampton

Legend





BH015500

/0 390 780 1,170 1,560195

Feet

Project Area

±


CIP Project Area


CIP Abandonment

±


LaSalle Avenue IFM Replacement PR_BH015500


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


Prog CostExp to


$1,887 $0 $0 $0 $0 $0 $82 $1,124 $680 $0 $0 $0

PROJECT DESCRIPTION

This project involves the replacement of approximately 3,250 linear feet of 14-inch Cast Iron (CI) pipe from the C&O Railroad tracks and Pembroke Avenue to HRSD'sterminal manhole, MH-142-4110, at the intersection of LaSalle Avenue and Shell Road.


This project will replace the existing 14-inch CI force main from approximately station 120+00 to station 152+50. The original LaSalle Avenue Sanitary Sewer Force Main was installed in 1957 as 14-inch CI pipe. This force main extends from the east side of I-64 from the newly constructed Freeman Drive Pump Station and travelssouthward down LaSalle Avenue to its terminus at HRSD's MH-142-4110 at the intersection of LaSalle Avenue and Shell Road in Hampton. During the installation of new natural gas service lines to residents along LaSalle Avenue, Virginia Natural Gas' contractor exposed HRSD's 14-inch CI line to verify clearance. Upon excavation and uncovering HRSD's force main, it was observed that this line was corroded to the point of failure. As HRSD's crews worked to repair this line, further holes in the force main developed due to extremely frail pipe wall conditions. The hydraulic conditions of this force main are such that severe internal hydrogen sulfide(H2S) corrosion is likely. There are no air vents on pipe between stations 134+50 and 152+50 and the profile of this line dictate that it does not run full. As such, it is anticipated that vast majority of this line from station 134+50 to station 152+50, is in similar deteriorated condition as experienced during the emergency repair of our line. Similarly, there is another unvented high spot at station 122+50, between the C&O Railroad tracks and Pembroke Avenue. The complete replacement of this section of pipe is warranted due to conditional threats.







BH015600

16TH ST

25TH ST

26TH ST

27TH ST

28TH ST

ROANOKE AVE

JEFFERSON AVE

7

21ST ST

23RD ST22ND ST

24TH ST

IVY AVE

20TH ST

WICKHAM AVE

HAMPTON AVE

MARSHALL AVE

OAK AVE

30TH ST

19TH ST15TH ST

CHESTNUT AVE

MADISON AVE

13TH ST

14TH ST

6TH ST

12TH ST

17TH ST

JEFFERSON AVE

11TH ST

BATES DR

GARDE

N DR

ASH AVE

18TH ST

9TH ST

BLAIR AVE

32ND ST

ORCUTT AVE

SHORE D

R

HAMPTON DR

ROLFE PL

BUXTON AVE

ROANOKE AVE

MARSHALL PL

19TH ST

BH015600Hampton Trunk A and BReplacement-Jefferson Avenue toWalnut Avenue

CIP Location

Hampton

Legend





BH015600

/0 720 1,440 2,160 2,880360

Feet

Project Area

±


CIP Project Area


CIP Abandonment

±


Hampton Trunk A and B Replacement - Jefferson Avenue to Walnut Avenue

PR_BH015600


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


Prog CostExp to


$10,084 $440 $991 $6,101 $2,552 $0 $0 $0 $0 $0 $0 $0

PROJECT DESCRIPTION

This project involves the replacement of approximately 5,000 linear feet (LF) of 36-inch Ductile Iron (DI) and 4,800 LF of 36-inch/34-inch Reinforced Concrete Pressure (RCP) pipe from just north of the intersection of 14th Street and Jefferson Avenue to the intersection of 16th Street and Walnut Avenue. This project will replace the existing force main from the upstream terminus of the Hampton Trunk 'A' Replacement project to the downstream terminus of the Hampton Trunk 'B' – Claremont FM project.


The original Hampton Trunk 'A' and 'B' sections were installed in 1944 as part of the Federal Works Agency projects. This infrastructure was originally installed as 48-inch, 36-inch, and 34-inch RCP gravity pipe and force main pipe from Claremont Avenue Pump Station to Boat Harbor Treatment Plant. In 1991, the 48-inch RCP gravity sewer and a portion of the 36-inch RCP force main was replaced with 42-inch Ductile Iron Pipe (DIP) gravity and 36-inch DIP force main. During the recent Hampton Trunk 'A' Replacement project, the joints of the removed 36-inch DIP force main were found to be severely corroded. An analysis was performed and determined that the interior lining delaminated and failed, resulting in severe hydrogen sulfide (H2S) corrosion of the ductile iron pipe. Additionally, visual inspection ofthe connection point found delaminated interior lining at the joint requiring Ultrasonic Thickness (UST) testing to determine an adequate point of connection. Hydraulicanalysis performed on Hampton Trunk 'A' and 'B' indicate that the system operates at less than full flow during dry weather. Smart Ball inspection performed for the Condition Assessment Program also revealed the presence of gasses and/or air. The dry weather hydraulic conditions in this part of the system dictate that a significant tail water condition is present and reaches a great distance upstream from where the force main discharges to gravity. This head space condition in the force main significantly increases the potential for H2S corrosion. These system flow characteristics and delaminated joints significantly increase the potential for additional future failures.


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





BH01

5700

NP013600

NP014100NP013500

GN016200NP013000

JEFFERSON AVE

I-664

HAMPTON ROADS BLTWY

I-664

BH015700Boat Harbor Treatment PlantEffluent Pump Station andTransmission Force Main

CIP Location

Hampton

Legend





BH015700

/0 2,400 4,800 7,200 9,6001,200

Feet

Project Area

±


CIP Project Area


CIP Abandonment

±


Boat Harbor Treatment Plant Effluent PS and Transmission FM

PR_BH015700

System: Boat HarborType: Nutrient Reduction

Driver Category: Nutrient ReductionProject Status: ProposedRegulatory: Integrated Plan-SWIFT


Prog CostExp to


$149,299 $885 $2,125 $2,125 $2,125 $10,091 $17,736 $25,381 $25,381 $25,381 $25,381 $12,690

PROJECT DESCRIPTION

The project will design and construct an effluent pump station and transmission force main to convey Boat Harbor service area flows across the James River to the Nansemond Treatment Plant. The capacity of the pump station is projected to be 31.8 MGD based on anticipated upstream improvements and existing peak hydrauliccapacity of the treatment plant. Upstream improvements include collection and interceptor system projects as defined by the Regional Wet Weather Management Plan(RWWMP) as well as equalization at the transmission pump station. The transmission force main will be approximately 23,000 linear feet and roughly parallel the Monitor-Merrimac Bridge-Tunnel. A combination of horizontal directional drilling (HDD) and marine trench installation is anticipated. The force main is projected to be 36-inch diameter steel pipe. A preliminary study has been completed which provides a discussion of various alternatives and construction technologies as well as logistical considerations.


The James River Waste Load Allocation (WLA) requires HRSD to continue reducing the mass of nutrients discharged from associated treatment plant outfalls. The planned reduction of nutrients is largely completed through implementation of the SWIFT program. The SWIFT master planning effort has determined that advanced water treatment and injection at Boat Harbor has significant physical limitations including site availability and resiliency to sea level rise. In addition, a financial analysis indicates there is significant long term cost savings associated with consolidating wastewater treatment and SWIFT facilities at Nansemond Treatment Plant. This project will allow HRSD to further reduce the amount of nutrients contributed to the James River basin. Upgrades to Nansemond Treatment Plant to accommodate the additional flow will be completed under a separate capital project.


Funding Type: Revenue Bond Contacts-Requesting Dept: EngineeringContacts-Dept Contacts: Lauren ZuravnskyContacts-Managing Dept: Engineering



Cost Estimate Class: Class 5 PrePlanning $0PER $7,258,925Design $15,135,850PreConstruction $0Construction $126,903,725Closeout $0 Est. Program Cost $149,298,500Contingency Budget $0


BH015801

BH015600

JEFFERSON AVE

JEFFERSON AVE

13TH ST

RIDLEY CIR

HARBOR LN

12TH ST

17TH ST

BH01580114th Street Offline Storage (BH-HPP-01A)

CIP Location

Newport News

Legend





BH015801

/0 110 220 330 44055

Feet

Project Area

±


CIP Project Area


CIP Abandonment

±


14th Street Offline Storage (BH-HPP-01A) PR_BH015801

System: Boat HarborType: Offline Storage

Driver Category: I&I Abatement-IP/RWWMPProject Status: ProposedRegulatory: Integrated Plan-HPP


Prog CostExp to


$14,566 $0 $0 $0 $853 $808 $8,114 $4,792 $0 $0 $0 $0

PROJECT DESCRIPTION

This project will install a new 4.3 million gallon (MG) storage tank. A detailed project description can be found in Appendix S of the Regional Wet Weather Management Plan (RWWMP) Framework.


As part of HRSD's Integrated Plan, a program of High Priority RWWMP Projects (HPP) will be constructed through 2030. These projects were selected based on theirability to provide the greatest environmental and human health benefits. Further, this $200+ million investment will significantly reduce sanitary sewer overflow (SSO) volume at the 5-year level of service by 47 percent.





Cost Estimate Class: Class 4 PrePlanning $0PER $447,000Design $1,149,400PreConstruction $191,600Construction $12,777,600Closeout $0 Est. Program Cost $14,565,600Contingency Budget $3,194,400


BH015802

BH01

5803

CLAREMONT AVE

CHES

APEAKE A

VE

BLAIR AVE

HOLLYWOOD AVE

BH015802Claremont Pump Station Upgrade(BH-HPP-01B)

CIP Location

Hampton

Legend





BH015802

/0 110 220 330 44055

Feet

Project Area

±


CIP Project Area


CIP Abandonment

±


Claremont Pump Station Upgrade (BH-HPP-01B) PR_BH015802

System: Boat HarborType: Pump Stations



Prog CostExp to


$10,745 $0 $0 $0 $0 $0 $526 $738 $6,154 $3,327 $0 $0

PROJECT DESCRIPTION

Claremont Pump Station Upgrade (NS-PS-208). A detailed project description can be found in Appendix S of the Regional Wet Weather Management Plan (RWWMP)Framework.







Cost Estimate Class: Class 4 PrePlanning $0PER $274,800Design $879,300PreConstruction $164,900Construction $9,425,600Closeout $0 Est. Program Cost $10,744,600Contingency Budget $2,356,400


BH015803

CLAREMONT AVE

KECOUGHTAN RD

POWHATAN PKWY

LASALLE AVE

SHELL RD

BAY AVE

MATOAKA RD

CHEROKEE RD

SECOTA DR

ALLEGHANY RD

EAST AVECHESTERFIELD RD

LAGUARD DR

ROLFE ST

CELEY ST

HILL ST

ROBINSON RD

TEACH ST

HARBOR DR

OCANOE PL

CLIFTON ST

MANTEO AVE

REGENT ST

CRESCENT DR

RALEIGH AVE

BH015803Chesapeake Avenue InterceptorImprovements (BH-HPP-01C)

CIP Location

Hampton

Legend





BH015803

/0 850 1,700 2,550 3,400425

Feet

Project Area

±


CIP Project Area


CIP Abandonment

±


Chesapeake Avenue Interceptor Improvements (BH-HPP-01C)

PR_BH015803




Prog CostExp to


$14,515 $0 $0 $0 $0 $0 $0 $801 $2,395 $8,489 $2,830 $0

PROJECT DESCRIPTION

Upgrade 6,490 linear feet (LF) to 42-inch gravity main (GM); Upgrade 2,180 LF of 24-inch GM to 36-inch GM; Upgrade 70 LF of 42-inch inverted siphon along Chesapeake Avenue upstream of NS-PS-208; Upgrade 70 LF of 42-inch inverted siphon along Chesapeake Avenue upstream of NS-PS-208. A detailed project description can be found in Appendix S of the Regional Wet Weather Management Plan (RWWMP) Framework.







Cost Estimate Class: Class 4 PrePlanning $0PER $432,500Design $1,104,000PreConstruction $244,500Construction $12,733,600Closeout $0 Est. Program Cost $14,514,600Contingency Budget $3,183,400


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