Virginia Initiative Plant...Virginia Initiative Plant Chesapeak Blending the best of urban and rural life, the City of Chesapeake remains a great place to live, work and raise a family

Virginia Initiative Plant

Chesapeake Blending the best of urban and rural life, the City ofChesapeake remains a great place to live, work and raise a family.With a strong commitment to preserving both its historic and naturalresources, coupled with a focus on a thriving future, the City hasanchored the heart of Hampton Roads for more than 50 years.

Norfolk Berthed at Nauticus, the Battleship Wisconsin is one ofthe largest and last battleships ever built by the U.S. Navy.

Portsmouth offers Virginia’s largest interactive children’s museum(the home of the Lancaster Toy and Train Collection), which is locatedin Olde Towne, within a walkable stroll to other Portsmouth attractions,chef-owned restaurants and an eclectic mix of shops and galleries.

0 6,000 12,000 18,000 24,0003,000Feet

3Q±

VP014020

VP016500

VP017100

VP016700VP017100

VP017100

VP018200

VP018000VP017300

VP015400

VP015400

VP015400

VP015320

VP015310

VP014800

VP014700

VP014010

Virginia Initiative

ÜCIP Location

Service Area

Legend

Treatment Plant Projects

Virginia Initiative Treatment PlantService Area CIP Projects

VP016320

Virginia InitiativeTreatment 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

VP01

0920

VP016500

SF-066

SF-07

0

SF-069

CHESAP

EAKE B

LVD

CROMWELL DRCROMWELL RDCHESAPEAKE BLVD

LYONS

AVE

KANSAS AVE

ILLINOIS AVE

UPSHUR ST

MONTANA AVE

HENRICO ST

ARIZONA AVE

NOTTAWAY ST

COUNTY ST

FLAND

ERS A

VE

LAFAYETTE BLVD

MARN

E AVE

VP010920Norview Estabrook Division I 18-Inch Force Main ReplacementPhase II, Section 2

CIP Location

Norfolk

Legend





VP010920

/0 180 360 540 72090

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

Norview Estabrook Division I 18-Inch Force Main Replacement Phase II, Section 2

PR_VP010920

System: VIPType: Pipelines

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

PROGRAM CASH FLOW PROJECTION ($,000)

Prog CostExp to

Previous Year FY19 FY20 FY21 FY22 FY23 FY24 FY25 FY26 FY27 FY28

$1,420 $0 $0 $0 $0 $73 $146 $554 $646 $0 $0 $0

PROJECT DESCRIPTION

This project is to rehabilitate and/or replace a portion of SF-066 Norview-Estabrook Division I 18-Inch Force Main. The project extents are approximately 900 LF of 18-inch force main that stretches between Cromwell Drive and Robin Hood Road along Chesapeake Boulevard. This is a companion project to the section of Force Main SF-066 to be replaced as part of the City of Norfolk Fairmount Park Neighborhood Improvements Phase 14.

PROJECT JUSTIFICATION

The pipe material and age are similar to other portions of the interceptor system in which HRSD has experienced multiple failures due to the tendency of cast iron to lose integrity with age. Construction activity for the new City lines also presents a significant risk to HRSD pipe lead joints, which are very sensitive to vibration. HART analysis has been completed for this system.

FUNDING TYPE CONTACTS

Funding Type: Revenue Bond Contacts-Requesting Dept: Operations-InterceptorsContacts-Dept Contacts: Jeff ScaranoContacts-Managing Dept: Engineering

PROPOSED SCHEDULE START DATE COST ESTIMATE

PrePlanning 10/01/2021PER 03/01/2022Design Delay 07/01/2022Design 07/01/2022Bid Delay 06/01/2023PreConstruction 06/01/2023Construction 01/01/2024Closeout 02/01/2025

Cost Estimate Class: Class 5 PrePlanning $0PER $73,210Design $146,421PreConstruction $0Construction $1,200,000Closeout $0 Est. Program Cost $1,419,631Contingency Budget $300,000

Est. Project Costs $1,719,631

VP01

4020

VP014010FEREBEE AVE

SF-15

5

SG-15

7SPS-110

BAINB

RIDGE

BLVD

EDGEWOOD AVE

ROWLAND AVE

YALE CT

FEREBEE AVE

ARLIE ST

VIRGINIA AVE

ANNE AVE

MORR

ISON P

L

VP014010Ferebee Avenue Pump StationReplacement

CIP Location

Chesapeake

Legend





VP014010

/0 110 220 330 44055

Feet

Project Area

±


CIP Project Area


CIP Abandonment

±


Ferebee Avenue Pump Station Replacement PR_VP014010

System: VIPType: Pump Stations

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


Prog CostExp to


$4,954 $145 $313 $2,248 $2,248 $0 $0 $0 $0 $0 $0 $0

PROJECT DESCRIPTION

This project is to design and construct a replacement pump station for the 1951 Ferebee Pump Station.


This project will evaluate and implement the replacement of Ferebee Avenue Pump Station, as it is nearing the end of its useful life. This facility was inspected in 2008, 2011, and August 2013, as part of a Condition Assessment Program administered by Brown and Caldwell. Ferebee Avenue Pump Station was recommended for replacement and/or upgrades under Level 2 in the Rehabilitation program. An in-house hydraulic evaluation in 2014 identified several alternatives for maintaining this station as a lift station or revising its hydraulic capacity and connectivity to function as a terminal station. Final alignment and connectivity (to gravity or to the forcemain system) will significantly impact the design of both the Ferebee Avenue and Park Avenue pump stations. Preliminary engineering evaluations of these two stations will be conducted jointly.


Funding Type: Revenue Bond Contacts-Requesting Dept: Operations-InterceptorsContacts-Dept Contacts: Jeff LayneContacts-Managing Dept: Engineering





VP014020

PARK AVE

FEREBEE AVE

SG-149

SG-15

3

SF-15

5

SF-147

SG-15

7

I-464

I-464

4A

BAINBRIDGE BLVD

POINDE

XTER S

T

RODGERS ST

PARK AVE

CHESAPEAKE AVE

BARNES RD

ANNE AVE

VIRGINIA AVE

HAYWOOD AVE

HOLLY AVE

EDGEWOOD AVEBANKS ST

SEABOARD AVE

THUR

MAN S

T

HOOVER AVEJACKSON AVE

ARDMORE AVE

CHESAPEA

KE DR

POST AVE

WILBUR AVE

NARROW ST

STUBEN ST

DECATUR ST

SWAIN AVE

ROSEMONT AVE

WILTON ST

MYERS RD

YALE

CT

AVALON AVE

BASSETT ST

CORA

ST

WILKIN

S LN

KRES

LER P

L

VP014020Sanitary Sewer Project 1950 12Inch Force Main and 24 and 18 InchGravity Replacement

CIP Location

Chesapeake

Legend





VP014020

/0 675 1,350 2,025 2,700337.5

Feet

Project Area

±


CIP Project Area


CIP Abandonment

±


Sanitary Sewer Project 1950 12 Inch FM and 24 and 18 Inch Gravity Replacement

PR_VP014020


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


Prog CostExp to


$6,229 $114 $447 $2,524 $3,144 $0 $0 $0 $0 $0 $0 $0

PROJECT DESCRIPTION

This project is to design and construct a force main to replace the 850 feet cast iron discharge force main SF-155 Sanitary Sewer Project 1950 12-inch Force Main. This project will also replace 2,900 feet 18-inch gravity line 1960 SG-153 and replace 3,500 feet 24-inch 1960 SG-149.


This project will evaluate and implement the replacement of HRSD force main and gravity sewer between Ferebee Avenue Pump Station and Park Avenue Pump Station. Both pump stations are being evaluated for replacement and preliminary engineering evaluations of these two stations will be conducted jointly. The sewers designated for replacement under this project will also be evaluated under the same preliminary engineering effort. Final alignment, size, and connectivity of these sewers will significantly impact the design of both the Ferebee Avenue and Park Avenue pump stations.





Cost Estimate Class: Class 5 PrePlanning $0PER $150,000Design $493,000PreConstruction $5,000Construction $5,570,900Closeout $10,000 Est. Program Cost $6,228,900Contingency Budget $950,100


VP014700INGLESIDE RD

SF-09

4

UTAH ST

INGLES

IDE RD

WESTMINSTER AVE

COMS

TOCK

ST

VP014700Ingleside Road Pump StationReplacement

CIP Location

Norfolk

Legend





VP014700

/0 110 220 330 44055

Feet

Project Area

±


CIP Project Area


CIP Abandonment

±


Ingleside Road Pump Station Replacement PR_VP014700




Prog CostExp to


$3,015 $0 $0 $133 $65 $65 $668 $1,564 $521 $0 $0 $0

PROJECT DESCRIPTION

This project is to rehabilitate and/or replace Ingleside Road Pump Station. This project also includes the design and installation of a new emergency generator/pump.


This project will replace the submersible pump station experiencing pump failures as well as deteriorating structural and electrical systems.







VP014800SF-221

SF-220

VA-164

VA-16

4

MARTIN LUTHER KING FWY

CHAUTAUQUA AVE

ADRIATIC ST

INDUSTRIAL AVE

HILL AVE

VP014800Lee Avenue-Wesley StreetHorizontal Valve Replacement

CIP Location

Norfolk

Legend





VP014800

/0 110 220 330 44055

Feet

Project Area

±


CIP Project Area


CIP Abandonment

±


Lee Avenue/Wesley Street Horizontal Valve Replacement PR_VP014800


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


Prog CostExp to


$1,058 $29 $0 $0 $0 $103 $926 $0 $0 $0 $0 $0

PROJECT DESCRIPTION

This project will replace the inoperable 36-inch horizontal gate valve and install a new 48-inch valve at the intersection of Lee Avenue and Wesley Street in the City of Portsmouth. A Preliminary Engineering Report was completed in November 2007 making these recommendations.


The 36-inch horizontal gate valve is currently stuck in the open position and, due to the configuration of the valve, will not close to allow flow isolation of SF-220 in case of a failure. SF-220 is a 36-inch reinforced clay pipe (RCP) force main that was constructed in 1946. The installation of a new 48-inch valve on SF-221 where SF-221 intersects with SF-220 will allow flow isolation of SF-221 to the north and south of the intersection. SF-221 is a 48-inch RCP force main approximately 15,000 LF long constructed in 1946 with isolation valves only located at each end. The valves will insure proper operation in the event of a failure on these aged force mains.


Funding Type: Revenue Bond Contacts-Requesting Dept: Operations-InterceptorsContacts-Dept Contacts: Gary HartContacts-Managing Dept: Engineering





VP016320

VP015310VP015310

VP015310VP015310

HANOVER AVE

POWHATAN AVE

MONROE PLACE

RICHMOND CRESCENT

JAMESTOWN CRESCENT

SF-046

SF-045

SG-047SG-050

SF-040

SF-227

SF-039

SF-042

SG-048

SF-04

3

SF-051SG-953

SG-049

SG-04

4

SG-205

SF-041

SF-051

HAMPTON BLVD

COLLEY AVE

49TH ST

43RD ST

POWHATAN AVE

BOLLING AVE

45TH ST

MAGNOLIA AVE

MONR

OE PL

46TH ST

47TH ST48TH ST

CEDAR LN 51ST ST

GOSN

OLD A

VE

STUD

ELEY

AVE

MANCHESTER AVE

LONGWOOD DR

ROCKBRIDGE AVE

50TH ST

HANOVER AVE

ELKHORN AVE

W 42ND ST

SUSSEX PLALSON DR

S FAIRWATER DR

COHOON RD

CATALPA ST

W 42ND ST

VP015310Larchmont Sanitary Sewer MasterPlan Study

CIP Location

Norfolk

Legend





VP015310

/0 890 1,780 2,670 3,560445

Feet

Project Area

±


CIP Project Area


CIP Abandonment

±


Larchmont Sanitary Sewer Master Plan Study PR_VP015310


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


Prog CostExp to


$195 $111 $84 $0 $0 $0 $0 $0 $0 $0 $0 $0

PROJECT DESCRIPTION

This project is to study the Larchmont area of the City of Norfolk and to develop a comprehensive sewer master plan for infrastructure improvements. The study will investigate and assess from a holistic approach the alternative that best serves the collective interests of HRSD, the City of Norfolk, and the citizens within the studied area. The study will evaluate both conventional gravity collection systems and vacuum systems as viable alternatives. HRSD and the City of Norfolk have agreed to jointly conduct this study and enter into a 50-50 cost participation agreement.


Both HRSD and the City of Norfolk have identified sewer projects in their respective Capital Improvement Programs to address concerns with existing sewer infrastructure. The project area experiences chronic flooding and significant inflow and infiltration. The existing collection system within the Larchmont area has gravitymains in need of repairs due to pipe failures, negative slopes, and root intrusion. Approximately 60 percent of the existing gravity mains are backyard sewers making access for routine maintenance very challenging. The city has expressed a desire to bring these mains into the public right-of-ways and serve residences from the frond-end of the properties. HRSD owns and operates five (5) pump stations within the Larchmont area. These stations are included in the current FY 2018 CIP program under VP015320, they are planned for rehabilitation and/or replacement to address multiple issues.


Funding Type: Cash Contacts-Requesting Dept: EngineeringContacts-Dept Contacts: Bambos CharalambousContacts-Managing Dept: Engineering



Cost Estimate Class: Class 5 PrePlanning $195,000PER $0Design $0PreConstruction $0Construction $0Closeout $0 Est. Program Cost $195,000Contingency Budget $0

Est. Project Costs $195,000

VP015320

VP015320VP015320

VP015320

VP015320

HANOVER AVE

POWHATAN AVE

MONROE PLACE

RICHMOND CRESCENT

JAMESTOWN CRESCENT

SF-045

SF-04

6

SF-040

SF-039

SF-042SF-04

3

SG-04

4

SG-205

SF-041

HAMP

TON B

LVD

COLLEY AVE

49TH ST

BOLLING AVE

POWHATAN AVE

MAGNOLIA AVEMO

NROE

PL

48TH ST

CEDAR LN 51ST ST

STUD

ELEY

AVE

MANCHESTER AVE

ROCKBRIDGE AVE

CARILLO AVE

LONGWOOD DR

HANOVER AVE

WYTH

E PL

ROLFE AVE

ARGA

LL AV

E

SYLVAN ST

LEXAN AVE

SUSSEX PL

ELEANOR CT

WEST

WOOD

TER

S FAIRWATER DRRO

LFE AV

E

48TH ST

VP015320Larchmont Area Sanitary SewerImprovements

CIP Location

Norfolk

Legend





VP015320

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

Feet

Project Area

±


CIP Project Area


CIP Abandonment

±


Larchmont Area Sanitary Sewer Improvements PR_VP015320


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


Prog CostExp to


$13,265 $0 $281 $375 $2,574 $5,780 $4,255 $0 $0 $0 $0 $0

PROJECT DESCRIPTION

This project is to relocate, rehabilitate, and/or replace five pump stations, and their associated force mains, in the Larchmont area of the City of Norfolk (Monroe Place Pump Station # 114, Hanover Avenue Pump Station #141, Jamestown Crescent Pump Station #142, Richmond Crescent Pump Station # 124, and Powhatan Avenue Pump Station #122). Additionally, the following gravity sewer work will be done if pump station site remains: - Richmond Crescent Gravity Lines (N Trunk Sewer Section A) Rehabilitation - 850 linear feet of 8-inch gravity pipeline and 7 manholes will be rehabilitated/replaced. Project extents are from MH-SG-205-100 to SS-PS-124-1. In addition, 50 linear feet of the Pump Station parallel influent line and the upstream MH SG-205-901 will berehabilitated / replaced. - Jamestown Crescent Influent Line Rehabilitation - 5 linear feet of 10-inch gravity pipeline and 1 manhole will be rehabilitated/replaced. Project extents are from MH-SPS-142-1457 to SS-PS-142-1.


This project will evaluate cost effective alternative locations that may reduce the risk of tidal flooding during severe wet weather conditions. This project will also address issues related to the condition of the wet wells, pumps, motors, controls, appurtenances, and emergency generator/pump for the facilities. The pumps, motors, and controls are nearing useful life and replacement parts are not available. The Richmond Crescent Pump Station was damaged due to flood conditions during the 2009 November Nor'easter. Monroe Place Pump Station has documented flooding issues. Jamestown Crescent and Hanover Avenue Pump Stations are in low-lying areas and condition assessment activities gave evidence that tidal flooding likely occurs during severe wet weather events. For the gravity pipelines, condition assessment activities indicate that these assets present a material risk of failure due to physical condition defects and inflow/infiltration.





Cost Estimate Class: Class 5 PrePlanning $0PER $515,000Design $725,000PreConstruction $25,000Construction $12,000,000Closeout $0 Est. Program Cost $13,265,000Contingency Budget $3,000,000


VP016500

VP01

0920

VP015400

VP015400VP015400

VP015400

CITY PARK

NORVIEW AVE

ASHLAND CIRCLE

LUXEMBOURG AVE

CHESAPEAKE BLVD

SF-07

0

SF-065

SF-066

SF-069

SF-076 SG-075

SG-067

SF-064

SG-07

4

SG-072

SG-06

8

SG-071

TIDEW

ATER D

R

CROMWELL DR

NORVIEW AVE

LAFAYETTE BLVD

CROMWELL RD

LINDENWOOD AVE

ELMORE PL

SOMM

E AVE

LENS A

VE

DUNK

IRK AV

E

TAIT TER

ARGONN

E AVE

NORWAY PL

VERD

UN AV

E

ST MI

HIEL A

VE

KELLER AVE

LENOIR

CIR

DAVIS ST

JERSE

Y AVE

GAZEL ST

LYONS AVE

WYOMING AVE

ROLAND DR

DARE CIR

OKLAHOMA AVE

BAPAU

ME AV

E

GLEN AVE

ASHLAND AVE

VILLA CIR

SEDG

EFIEL

D DR

VISTA ST

QUAIL ST

SILBERT RD

ILLINOIS AVELA

KEWO

OD DR

ZOO DR

HOLLY AVE

PICNIC

DR

HUNT

INGTO

N PL

COBURN CRES

HUGO ST

GARD

EN ST

FEARER AVE

E SEVERN RD

ROSSO CTARGONNE AVE

VP015400Lafayette Norview-Estabrook PumpStation Replacements

CIP Location

Norfolk

Legend





VP015400

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

Feet

Project Area

±


CIP Project Area


CIP Abandonment

±


Lafayette Norview-Estabrook Pump Station Replacements

PR_VP015400




Prog CostExp to


$15,905 $56 $615 $349 $5,367 $6,766 $2,752 $0 $0 $0 $0 $0

PROJECT DESCRIPTION

This project is to rehabilitate and/or replace four pump stations, and their associated force mains, in the Lafayette-Norview-Estabrook areas of the City of Norfolk (City Park Pump Station # 106, Chesapeake Boulevard Pump Station #105, Luxembourg Avenue Pump Station #113, and Ashland Circle Pump Station # 102).


This project will address aging infrastructure pertaining to the condition of the wet wells, pumps, motors, controls, appurtenances, and emergency generator/pump for the facilities. The pumps, motors, and controls are nearing the end of their useful life and replacement parts are not available. The Luxembourg Pump Station buildingis experiencing differential settlement. Ashland Circle Pump Station is in a low-lying area and condition assessment activities gave evidence that tidal flooding likely occurs during severe wet weather events.





Cost Estimate Class: Class 5 PrePlanning $0PER $613,100Design $858,400PreConstruction $122,600Construction $14,310,400Closeout $0 Est. Program Cost $15,904,500Contingency Budget $2,591,395


VP016320

SG-953 SF-227SG-047

43RD ST

46TH ST

W 38TH ST

VP016320Virginia Initiative Plant NutrientReduction Improvements Contract B

CIP Location

Norfolk

Legend





VP016320

/0 280 560 840 1,120140

Feet

Project Area

±


CIP Project Area


CIP Abandonment

±


Virginia Initiative Plant Nutrient Reduction Improvements Contract B

PR_VP016320

System: VIPType: Wastewater Treatment

Driver Category: Nutrient ReductionProject Status: ConstructionRegulatory: Nutrient Reduction


Prog CostExp to


$123,335 $116,956 $6,379 $0 $0 $0 $0 $0 $0 $0 $0 $0

PROJECT DESCRIPTION

Contract B consists of furnishing labor, materials, equipment, and temporary facilities for the construction of Preliminary Treatment Facility, Versatile Bioreactor, Supplemental Carbon Storage and Feed Facility, Secondary Clarifier No. 6, Chlorine Contact Channel, Odor Control Facilities, Electrical Upgrades and other facility upgrades.


This project is part of the 2017 Watershed Implementation Plan (WIP) Nutrient Compliance Strategy. The VA WIP, released December, 2010, requires that HRSD reduce the pounds of Total Nitrogen (TN) discharged to the James River Basin from 6 million #TN/yr to 4.4 million #TN/yr by December 31,2016. The VIP process improvements will provide a significant reduction in nutrients to the James River basin and the Elizabeth River. The existing main electrical distribution gear 65SG1 as well as the feeder cables are approaching the end of their expected useful life. The existing incinerator switchgear (USS-1) and feeder cables have exceeded their expected useful life. The equipment has already experienced a catastrophic failure, which resulted in a fire. The existing motor control centers 20 MCC1 and 20 MCC2 are corroded due to long term exposure to sulfides. Infra-red inspections are showing an increasing number of problems associated with these MCCs due to the corrosion.


Funding Type: Revenue Bond Contacts-Requesting Dept: Operations-TreatmentContacts-Dept Contacts: Katherine LinaresContacts-Managing Dept: Engineering



Cost Estimate Class: Class 1 PrePlanning $0PER $0Design $0PreConstruction $0Construction $122,773,543Closeout $561,502 Est. Program Cost $123,335,045Contingency Budget $2,780,265


VP016500

VP01

0920

VP017100

SF-069

SF-07

0

SF-06

6

SG-07

2

SG-071

CROMWELL RD

DAVIS ST

LARKIN ST

JERSE

Y AVE

BIRCH ST

ORANGE ST

AMHERST ST

HENRICO ST

OKLAHOMA AVEKRICK ST

PETERSON ST

GLEN

AVE

HURLEY AVEATTERBURY ST

NOTTAWAY ST

BUCKINGHAM ST

LAFAYETTE BLVD

KANSAS AVE

KENNON AVE

ILLINOIS AVE

UPSHUR ST

ARIZONA AVE

SPRUCE ST

COUNTY ST

E BONNER DR

KENNEBECK AVE

W BONNER DR

RADFORD ST

HANBURY STNEVADA AVE

TAIT TER

LITTLE JOHN DR

WYOMING AVE

BLACKWOOD AVE

PALMYRA STKENNEBECK CIR

VP016500Norview-Estabrook Division I 12-Inch Force Main Replacement

CIP Location

Norfolk

Legend





VP016500

/0 420 840 1,260 1,680210

Feet

Project Area

±


CIP Project Area


CIP Abandonment

±


Norview-Estabrook Division I 12-Inch Force Main Replacement

PR_VP016500




Prog CostExp to


$1,964 $0 $0 $37 $101 $1,267 $559 $0 $0 $0 $0 $0

PROJECT DESCRIPTION

This project is to rehabilitate and/or replace the SF-069 Norview-Estabrook Division I 12-inch Force Main consisting of approximately 2,800 LF of 12-inch pipe along Robin Hood Road.


This project will replace a 1952 cast iron force main with lead joints that is nearing the end of its useful life (SF-69). Replacement of this force main will be needed prior to the upgrades to the Lafayette Norview-Estabrook and Norview Pump Station Replacements.







VP016700

SF-06

6

SF-065

SF-064

TIDEW

ATER D

R

LAFAYETTE BLVD

SOMM

E AVE

VIMY R

IDGE A

VEBELLEVUE AVE

NORW

AY PL

DUNK

IRK AV

E

ASHLAND AVE

RACIN

E AVE

COLUMBIA AVE

MORRIS AVE

LASALLE AVE

LORR

AINE A

VE

BAPAU

ME AV

EST DENIS AVE

WILLARD PL

ST LO

UIS AV

E

CLARK CIR

RACIN

E AVE

VP016700Norview-Estabrook Division I 18-Inch Force Main ReplacementPhase III

CIP Location

Norfolk

Legend





VP016700

/0 260 520 780 1,040130

Feet

Project Area

±


CIP Project Area


CIP Abandonment

±


Norview-Estabrook Division I 18-Inch Force Main Replacement Phase III

PR_VP016700




Prog CostExp to


$2,414 $0 $0 $0 $45 $15 $120 $1,718 $516 $0 $0 $0

PROJECT DESCRIPTION

This project is to rehabilitate and/or replace a portion of the SF-066 Norview-Estabrook Division I 18-inch Force Main for approximately 2,100 LF of 18-inch cast iron pipe starting at the existing force main near the Luxembourg Pump Station starting at Versailles Avenue and Norway Place extending east to the first valve on Pershing Avenue near Tidewater Drive.


This project will replace a 1952 cast iron force main with lead joints that is nearing the end of its useful life (SF-66). Replacement of this force main will be needed prior to the upgrades to the Lafayette Norview-Estabrook and Norview Pump Station Replacements.







VP017100

VP016500VP01

0920

NORVIEW AVE

ASHLAND CIRCLE

LUXEMBOURG AVE

CHESAPEAKE BLVD

SF-069

SF-07

0

SF-091

SG-074

SF-066

SF-076SG-079

SG-075

SG-067

SF-064

SG-078

SF-065

I-64

TIDEW

ATER D

RNORVIEW AVE

AZALEA

GARDE

N RD

SEWELLS POINT RD

CHESAPEAKE BLVD

INGLESIDE RD

CROMWELL DR

LAFAYETTE BLVD

N MILITARY HWY

E PRINCESS ANNE RD

279

CROMWELL RD

WILLOW WOOD DR

VP017100Central Norfolk Area Gravity SewerImprovements

CIP Location

Norfolk

Legend





VP017100

/0 1,500 3,000 4,500 6,000750

Feet

Project Area

±


CIP Project Area


CIP Abandonment

±


Central Norfolk Area Gravity Sewer Improvements PR_VP017100




Prog CostExp to


$2,460 $0 $0 $0 $0 $47 $205 $1,036 $1,172 $0 $0 $0

PROJECT DESCRIPTION

This project will rehabilitate and/or replace gravity sewer segments and manholes in Central Norfolk. Refer to the Rehabilitation Plan for a full listing of affected assets.


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







VP017300RODMAN AVE

SF-219

I-264

I-264

4

TURNPIKE RD

CHOATE ST

RODMAN AVE

GUM DR

GROVE ST

MANTEO ST

PATRIOT WAY

VP017300Rodman Avenue Pump Station WetWell Rehabilitation

CIP Location

Norfolk

Legend





VP017300

/0 110 220 330 44055

Feet

Project Area

±


CIP Project Area


CIP Abandonment

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Rodman Avenue Pump Station Wet Well Rehabilitation PR_VP017300


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


Prog CostExp to


$1,282 $1,106 $176 $0 $0 $0 $0 $0 $0 $0 $0 $0

PROJECT DESCRIPTION

This project is to rehabilitate the wet well at Rodman Avenue Pump Station, the influent manhole, and the influent line. This project will also install a sluice gate, an exhaust fan, and a grinder in the wet well.


This rehabilitation work is necessary to maintain the proper operation of this pump station. In a 2012 study, an outside party concluded that the interior of the wet well was in poor condition. The installation of a sluice gate and wet well exhaust fan are required to ensure the safety of personnel entering the areas. The grinder will improve station operation by protecting the pumps from a high volume of debris and rags.


Funding Type: Clean Water/Cash Contacts-Requesting Dept: Operations-InterceptorsContacts-Dept Contacts: Tim MarshContacts-Managing Dept: Engineering





VP014020

VP018000PARK AVE

SG-149

SF-147

I-464

I-4644A

POINDE

XTER S

T

PERRY ST

PARK AVE

JEFFERSON ST

PORTER ST

VP018000Park Avenue Pump StationReplacement

CIP LocationLegend





VP018000

/0 110 220 330 44055

Feet

Project Area

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CIP Project Area


CIP Abandonment

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Park Avenue Pump Station Replacement PR_VP018000


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


Prog CostExp to


$5,040 $146 $229 $662 $2,287 $1,715 $0 $0 $0 $0 $0 $0

PROJECT DESCRIPTION

This project is to design and construct a replacement pump station for the existing 1922 Park Avenue Pump Station (PS), based on the recommendations of the Park Avenue and Ferebee Avenue Pump Station Study (VP011010). This project is to include installation of an emergency generator/pump and address the replacement/rehabilitation of 50 linear feet (LF) of the 24-inch gravity influent line.


This project will evaluate and implement the replacement of Park Avenue Pump Station. This facility was inspected in August 2013, as part of a Condition Assessment Program administered by Brown and Caldwell. Park Avenue Pump Station was recommended for replacement and/or upgrades under Level 2 in the Rehabilitation program. This facility experiences operational issues related to aging equipment and structure. Park Avenue Pump Station currently receives flows from HRSD's Ferebee Avenue Pump Station in addition to flow from several city pump stations. An in-house hydraulic evaluation in 2014 identified several alternatives for revising the alignment and connectivity (to gravity or to the force main system) of the Ferebee Avenue Pump Station effluent force main, which may significantly impact the future capacity needs and design of the Park Avenue Pump Station. Preliminary engineering evaluations of these two stations will be conducted jointly.







VP018200

SF-224

I-264

I-264

7B

EFFINGHAM ST

BART ST

CRAWFORD ST S

SOUTH ST

THOMAS CIR

GREEN ST

RACE ST

CRABAPPLE ST

GREEN ST

VP018200Effingham Interceptor Vault Removal

CIP Location

Portsmouth

Legend





VP018200

/0 110 220 330 44055

Feet

Project Area

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CIP Project Area


CIP Abandonment

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Effingham Interceptor Vault Removal PR_VP018200


Driver Category: I&I Abatement-Interim System ImprovementsProject Status: ProposedRegulatory: None


Prog CostExp to


$802 $0 $802 $0 $0 $0 $0 $0 $0 $0 $0 $0

PROJECT DESCRIPTION

This project will remove a galvanized air vent and reinforced concrete vault installed on a 36-inch reinforced concrete pipe (RCP) on Effingham Street.


This project will address an air vent originally included in GN013900, a Consent Decree required project that addressed air vents with galvanized riser pipes that are vulnerable to catastrophic failure due to severe corrosion. During field investigations, this air vent was discovered to be directly tapped into a reinforced concrete vaultlocated under both north-bound lanes of Effingham Street. Both the air vent and vault appear to have been installed as part of a Virginia Department of Transportation(VDOT) relocation project in 1956. The condition of the vault is unknown, but suspected to be compromised due to exposure to hydrogen sulfide (H2S) gas for over 60 years. Due to the location, unknown condition, and Consent Decree requirement to address the air vent, both assets will be removed from the force main system.


Funding Type: Cash Contacts-Requesting Dept: Operations-InterceptorsContacts-Dept Contacts: Jeff ScaranoContacts-Managing Dept: Operations-Interceptors



Cost Estimate Class: Class 5 PrePlanning $0PER $0Design $50,000PreConstruction $2,000Construction $750,000Closeout $0 Est. Program Cost $802,000Contingency Budget $187,500

Est. Project Costs $989,500

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