virginia initiative treatment plant service

0 5,500 11,000 16,500 22,0002,750Feet

VP019000VP018500

VP018500

VP018400

VP018304

VP018302

VP018200

VP018000

VP015400VP015320

VP014800 VP014700

VP014010

VP014020

VP017120VP016500

VP018305

VP016700

VP018200

VP010920 VP017110

VP018900

ÜCIP Location

Service Area

Legend

Treatment Plant Projects

Virginia Initiative Treatment Plant ServiceArea CIP Projects

GN016390GN016391GN016392VP018800

VP019100VP019200

_ 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

Virginia InitiativeTreatment Plant3Q±

VP01

0920

VP016500

CHES

APEA

KE BLV

D

CROMWELL DR

CROMWELL RDCHESAPEAKE BLVD

LYON

S AV

E

KANSAS AVE

ILLINOIS AVE

UPSHUR ST

MONTANA AVE

HENRICO ST

ARIZONA AVE

NOTTAWAY ST

COUNTY ST

FLAN

DERS

AVE

LAFAYETTE BLVD

MARN

E AV

E

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 Phase: PERRegulatory: Rehab Plan Phase Two

PROGRAM CASH FLOW PROJECTION ($,000)

Prog CostExp to

Previous Year FY22 FY23 FY24 FY25 FY26 FY27 FY28 FY29 FY30 FY31

$3,153 $110 $165 $974 $1,428 $476 $0 $0 $0 $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 linear feet (LF) of 18-inch force main that stretches between Cromwell Drive and Robin Hood Road along Chesapeake Boulevard. One railroad crossing, under multiple Norfolk Southern tracks, is required.

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. This project must be completed before upgrades to the Chesapeake Boulevard Pump Station are completed (VP015400).

FUNDING TYPE CONTACTS

Funding Type: Revenue Bond Contacts-Requesting Dept: Operations-InterceptorsContacts-Dept Contacts: Tim MarshContacts-Managing Dept: Engineering

PROPOSED SCHEDULE START DATE COST ESTIMATE

PrePlanning 01/01/2020PER 11/02/2020Design Delay 05/04/2021Design 05/05/2021Bid Delay 08/02/2022PreConstruction 08/03/2022Construction 11/03/2022Closeout 11/05/2024

Cost Estimate Class: Class 5 PrePlanning $0PER $82,237Design $206,257PreConstruction $7,735Construction $2,856,656Closeout $0 Est. Program Cost $3,152,885Contingency Budget $571,331

Est. Project Costs $3,724,216

VP014010

VP01

4020

FEREBEE AVE

FEREBEE AVE

BAIN

BRID

GE B

LVD

EDGEWOOD AVE

ROWLAND AVE

YALE CT

FEREBEE AVE

ARLIE ST

VIRGINIA AVE

ANNE AVE

MORR

ISON

PL

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 Phase: DesignRegulatory: Rehab Plan Phase Two


Prog CostExp to


$8,616 $1,051 $0 $2,775 $4,106 $684 $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



Cost Estimate Class: Class 4 PrePlanning $0PER $240,158Design $808,607PreConstruction $40,000Construction $7,527,000Closeout $0 Est. Program Cost $8,615,765Contingency Budget $1,353,000


VP014020

VP018000

VP014010

PARK AVEPARK AVE

FEREBEE AVEFEREBEE AVE

I-464

I-464

4A

BAINBRIDGE BLVD

POINDEXTER ST

RODGERS ST

PARK AVE

CHESAPEAKE AVE

BARNES RD

ANNE AVE

VIRGINIA AVE

HAYWOOD AVE

HOLLY AVE

EDGEWOOD AVEBANKS ST

SEABOARD AVE

THUR

MAN

ST

HOOVER AVE

ARDMORE AVE

JACKSON AVE

CHES

APEA

KE DR

POST AVE

WILBUR AVE

NARROW ST

STUBEN ST

DECATUR ST

SWAIN AVE

ROSEMONT AVE

WILTON ST

YALE

CT

MYERS RD

AVALON AVE

BASSETT ST

CORA

ST

PAXSON AVE

WIL

KINS

LN

KRES

LER

PL

JEFFERSON ST

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




Prog CostExp to


$11,280 $1,030 $2,317 $4,533 $3,400 $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.


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





VP014700INGLESIDE RD

UTAH ST

INGL

ESID

E RD

WESTMINSTER AVE

COM

STOC

K 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


$3,375 $406 $2,969 $0 $0 $0 $0 $0 $0 $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.


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



Cost Estimate Class: Class 5 PrePlanning $0PER $82,401Design $323,862PreConstruction $0Construction $2,968,736Closeout $0 Est. Program Cost $3,374,999Contingency Budget $593,748


VP014800

VP018500

VA-164

VA-1

64

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 Phase: ProposedRegulatory: Rehab Plan Phase Two


Prog CostExp to


$3,267 $0 $381 $2,886 $0 $0 $0 $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 linear feet (LF) 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: Keegan AnkofskiContacts-Managing Dept: Operations-Interceptors



Cost Estimate Class: Class 3 PrePlanning $0PER $0Design $0PreConstruction $60,000Construction $3,207,183Closeout $0 Est. Program Cost $3,267,183Contingency Budget $814,287


VP015320

VP015320

VP015320

VP015320

VP015320

MONROE PLACE

POWHATAN AVE

RICHMOND CRESCENT

HAMP

TON

BLVD

BOLLING AVE

MONROE PL

POW

HATA

N AV

E MAGNOLIA AVE

CEDAR LN

STUD

ELEY

AVE

CARI

LLO

AVE

ROCKBRIDGE AVE

ROLFE AVE

MANCHESTER AVE

WESTM

ORELAND AVEARGA

LL A

VE

LEXAN AVE

MONTEREY AVE

HANOVER AVE

SUSSEX PL

WYT

HE P

L

LARCHMONT CRESWES

TWOO

D TE

R

ELEANOR CT

ALSON DR

ESCADRILLE PT

S FAIRWATER DR

MCLEAN AVE

WALNUT HILL ST

CATALPA ST

S ELEANOR CTRO

LFE

AVE

VP015320Larchmont Area Sanitary SewerImprovements

CIP Location

Norfolk

Legend





VP015320

/0 460 920 1,380 1,840230

Feet

Project Area

±


CIP Project Area


CIP Abandonment

±


Larchmont Area Sanitary Sewer Improvements PR_VP015320




Prog CostExp to


$36,443 $1,519 $1,463 $8,923 $10,410 $8,922 $5,205 $0 $0 $0 $0 $0

PROJECT DESCRIPTION

This project involves design and construction of five new sanitary sewer pump stations, approximately 3,700 linear feet of 6-inch, 8-inch, and 10-inch force mains, and approximately 10,000 linear feet of 8-inch and 10-inch gravity mains and appurtenances. The new infrastructure will replace (a) five existing HRSD pump stations: Monroe Place PS # 114, Powhatan Avenue PS #122, Richmond Crescent #124, Hanover Avenue PS #141, and Jamestown Crescent PS #142, (b) City of Norfolk (City) pump stations: Larchmont Eleanor Court PS #112; Larchmont Walnut Hill Street PS #113; and Larchmont Westwood Terrace PS #114, and (c) install new gravity trunk lines to divert the flow to the new pump station locations. The two new pump stations replacing Powhatan Avenue and Monroe Place will be terminal stations and will remain under HRSD ownership while the other three new pump stations will be non-terminal and ownership will be transferred to the City at the completion of the project.


This project was initially identified by HRSD as part of a condition assessment program to address aging infrastructure concerns related to structural, electrical, and pump performance operation. It was also identified to mitigate the risks from tidal flooding during wet weather conditions and from sea level rise due to climate change. HRSD and City jointly funded a comprehensive sanitary sewer master plan for the Larchmont sanitary sewer service area that encompassed pump station facilities and gravity collection systems associated with these pumping facilities. Hazen was commissioned to perform the comprehensive study on behalf of HRSD and City. HRSD and City are entering into a cost sharing agreement with the intent to plan, design, and construct the recommended improvements. Elements of the Project identified under the VIP-R10 in HRSD's EPA Rehabilitation Action Plan Phase 2 will need to reach Substantial Completion by May 5, 2025.


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



Cost Estimate Class: Class 5 PrePlanning $0PER $1,397,000Design $4,511,000PreConstruction $50,000Construction $30,485,000Closeout $0 Est. Program Cost $36,443,000Contingency Budget $5,466,000


VP015400

VP015400

VP015400

VP015400

VP016500

VP01

0920

CITY PARK

NORVIEW AVE

ASHLAND CIRCLE

LUXEMBOURG AVE

CHESAPEAKE BLVDTI

DEW

ATER

DR

CROMWELL DR

NORVIEW AVE

LAFAYETTE BLVD

WILLOW WOOD DR

CROMWELL RD

LINDENWOOD AVE

SOM

ME A

VE

LENS

AVE

DUNK

IRK

AVE

TAIT TER

ARGO

NNE A

VE

NORWAY PL

VERD

UN A

VE

ST M

IHIE

L AV

E

KELLER AVE

LENO

IR C

IR

DAVIS ST

JERS

EY A

VE

GAZEL ST WYOMING AVE

ROLAND DR

AMHERST ST

DARE CIR

OKLAHOMA AVE

BAPA

UME

AVE

GLEN AVE

ASHLAND AVE

VILLA CIR

SEDG

EFIE

LD D

R

VISTA ST

QUAIL ST

SILBERT RD

ILLINOIS AVE

ZOO DR

LAKE

WOO

D DR

HOLLY AVE

HUGO ST

GARD

EN S

T

POM

ROY

AVE

FEARER AVE

E SEVERN RD

ROSSO CT

ARGONNE 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


$20,791 $2,449 $3,963 $7,843 $6,536 $0 $0 $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.


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



Cost Estimate Class: Class 4 PrePlanning $0PER $719,047Design $1,730,000PreConstruction $42,000Construction $18,300,000Closeout $0 Est. Program Cost $20,791,047Contingency Budget $2,000,000


VP016500

VP01

0920

VP017120

CROMWELL RD

DAVIS ST

LARKIN ST

JERS

EY A

VE

BIRCH ST

ORANGE ST

AMHERST ST

HENRICO ST

OKLAHOMA AVE

KRICK ST

PETERSON ST

GLEN

AVE

HURLEY AVEATTERBURY ST

NOTTAWAY ST

BUCKINGHAM ST

LAFAYETTE BLVD

KANSAS AVE

KENNON AVE

ILLINOIS AVE

UPSHUR ST

OVERBROOK AVE

ARIZONA AVE

SPRUCE ST

COUNTY ST

E BONNER DR

KENNEBECK AVE

W BONNER DR

RADFORD ST

HANBURY ST

NEVADA AVE

TAIT TER

LITTLE JOHN DR

WYOMING AVE

BLACKWOOD AVE

PALMYRA ST

KENNEBECK CIR

OKLA

HOMA

AVE

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


$2,826 $106 $148 $870 $1,277 $426 $0 $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 linear feet (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 completion of the upgrades to the Chesapeake Boulevard Pump Station (VP015400).


Funding Type: VCWRLF Contacts-Requesting Dept: Operations-InterceptorsContacts-Dept Contacts: Tim MarshContacts-Managing Dept: Engineering





VP016700TI

DEW

ATER

DR

LAFAYETTE BLVD

SOM

ME A

VE

VIM

Y RI

DGE

AVE

BELLEVUE AVE

NORW

AY P

L

DUNK

IRK

AVE

ASHLAND AVE

RACI

NE A

VE

COLUMBIA AVE

MORRIS AVE

LASALLE AVE

LORR

AINE

AVE

BAPA

UME

AVE

ST DENIS AVE

WILLARD PL

ST L

OUIS

AVE

CLARK CIR

RACI

NE A

VE

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


$3,785 $118 $201 $1,172 $1,721 $574 $0 $0 $0 $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 linear feet (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. Project is through the Lafayette Residence Park neighborhood, listed on the National Historic Register.


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 need to be coordinated with the Lafayette Norview-Estabrook and Norview Pump Station Replacements (VP015400).


Funding Type: VCWRLF Contacts-Requesting Dept: Operations-InterceptorsContacts-Dept Contacts: Tim MarshContacts-Managing Dept: Engineering





VP017110

VP017120

E PRINCESS ANNE RD

E PRINCESS ANNE RD

MCNEAL AVE

HALSTEAD AVE

SILVE

Y DR

NELMS AVEHILLANDALE RD

FLEETWOOD AVE

SHELTON AVE

MARIUS RD

BEEKMAN ST

RIVER OAKS DR

JULIANNA DR

VP017110Central Norfolk Area Gravity SewerImprovements Phase I

CIP Location

Norfolk

Legend





VP017110

/0 140 280 420 56070

Feet

Project Area

±


CIP Project Area


CIP Abandonment

±


Central Norfolk Area Gravity Sewer Improvements Phase I

PR_VP017110


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


Prog CostExp to


$101 $86 $15 $0 $0 $0 $0 $0 $0 $0 $0 $0

PROJECT DESCRIPTION

This project will rehabilitate 318 linear feet (LF) and replace 75 LF gravity sewer segments and three (3) manholes along McNeal Avenue in Central Norfolk. Ownership will be transferred to the City of Norfolk upon completion of construction. Refer to Rehabilitation Plan VIP-R-1 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. This project is a portion of the EPA Rehabilitation Action Plan Project VIP-R-1 with a Substantial Completion requirement of May 5, 2025.


Funding Type: Revenue Bond Contacts-Requesting Dept: EngineeringContacts-Dept Contacts: Holly Anne MatelContacts-Managing Dept: Engineering



Cost Estimate Class: Class 5 PrePlanning $0PER $0Design $11,659PreConstruction $0Construction $89,803Closeout $0 Est. Program Cost $101,462Contingency Budget $8,000

Est. Project Costs $109,462

VP017120

VP015400

VP015400

VP015400

VP016500

VP01

0920

NORVIEW AVE

ASHLAND CIRCLE

LUXEMBOURG AVE

CHESAPEAKE BLVD

I-64

TIDE

WATE

R DR

NORVIEW AVE

AZAL

EA G

ARDE

N RD

SEWELLS POINT RD

E PRINCESS ANNE RD

CHESAPEAKE BLVD

INGLESIDE RD

CROMWELL DR

LAFAYETTE BLVD

N MILITARY HWY

279

CROMWELL RD

WILLOW WOOD DR

VP017120Central Norfolk Area Gravity SewerImprovements Phase II

CIP Location

Norfolk

Legend





VP017120

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

Feet

Project Area

±


CIP Project Area


CIP Abandonment

±


Central Norfolk Area Gravity Sewer Improvements Phase II

PR_VP017120




Prog CostExp to


$6,350 $25 $630 $2,439 $3,193 $63 $0 $0 $0 $0 $0 $0

PROJECT DESCRIPTION

This project consists of 3 sections of improvements to the gravity sewer system:-Fox Hall/Norcova Drive/East Princess Avenue Interceptor Gravity Sewer-Rehabilitation of 3,650 linear feet (LF) of gravity sewer (ranging from 10 to 12-inches) with associated 19 manholes. Includes the 150 LF of 12-inch gravity sewer extending to the City of Norfolk Pump Station (PS) #44.-Luxembourg Avenue Gravity Sewer-Rehabilitation of 1,500 LF of 12-inch gravity sewer with associated 11 manholes and replacement or relocation of 1,300 LF of 8-inch gravity sewer with associated 6 manholes. Relocation of the referenced gravity sewer considers redirecting flows from the existing Lafayette River crossing.-Norview-Estabrook/Chesapeake Boulevard Gravity Sewer-Rehabilitation of gravity sewer not previously rehabilitated or replaced including 3,000 LF of gravity sewer (ranging from 12 to 18-inches) with 20 associated manholes. Additionally, manhole rehabilitation is to include 3 manholes on Chesapeake Boulevard.


Condition assessment activities indicate that these assets present a material risk of failure due to I/I and physical condition defects. This project is a portion of the EPA Rehabilitation Action Plan Project VIP-R-1 with a Substantial Completion requirement of May 5, 2025. For further details, refer to page 3-18, Table 3-2 of the Rehabilitation Action Plan.


Funding Type: Revenue Bond Contacts-Requesting Dept: Operations-InterceptorsContacts-Dept Contacts: Holly Anne MatelContacts-Managing Dept: Engineering



Cost Estimate Class: Class 5 PrePlanning $25,000PER $270,000Design $540,000PreConstruction $10,000Construction $5,397,000Closeout $108,000 Est. Program Cost $6,350,000Contingency Budget $810,000


VP018000

VP014020

PARK AVE

PARK AVE

I-464

I-464

4A

POIN

DEXT

ER ST

PERRY ST

PARK AVE

JEFFERSON ST

PORTER ST

VP018000Park Avenue Pump StationReplacement

CIP Location

Chesapeake

Legend





VP018000

/0 110 220 330 44055

Feet

Project Area

±


CIP Project Area


CIP Abandonment

±


Park Avenue Pump Station Replacement PR_VP018000




Prog CostExp to


$11,365 $984 $3,490 $5,168 $1,723 $0 $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.


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





VP018200

VP018200

VP018301

I-264

I-264

7A

ELM AVE

HIGH ST

EFFINGHAM ST

BART ST

SOUTH ST

CRAWFORD ST S

KING ST

COUNTY ST

DUKE ST

SOUTH ST

QUEEN ST

GREEN ST

RUTTER ST

RACE ST

MAPLE AVE

CRABAPPLE ST

PRENTIS AVE

THOMAS CIR

ATLA

NTA

AVE

WALL ST

LASALLE AVE

BARBOUR DR COLUMBIA ST

CHISHOLM CIR

BRIGHTON ST

PHOEBUS ST

ARMSTRONG ST

COLUMBIA CT COLUMBIA ST

GREE

N ST

COLUMBIA ST

BRIGHTON ST

VP018200Effingham Interceptor Vault Removal

CIP Location

Portsmouth

Legend





VP018200

/0 320 640 960 1,280160

Feet

Project Area

±


CIP Project Area


CIP Abandonment

±


Effingham Vault Removal and Force Main Rehabilitation PR_VP018200


Driver Category: Risk MitigationProject Phase: Pre PlanningRegulatory: None


Prog CostExp to


$2,351 $279 $1,624 $448 $0 $0 $0 $0 $0 $0 $0 $0

PROJECT DESCRIPTION

This project will rehabilitate 1,815 feet of existing 36-inch prestressed concrete cylinder pipe (PCCP) interceptor force main (IFM) with a structural cured-in-place pipe (CIPP) lining and removal of the vaults. The structural lining will extend from a new tee and valve near the Race Street Pump Station northerly toward the intersection of Effingham Street and County 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: Harry HardyContacts-Managing Dept: Operations-Interceptors



Cost Estimate Class: Class 3 PrePlanning $0PER $0Design $275,521PreConstruction $5,300Construction $2,065,300Closeout $5,300 Est. Program Cost $2,351,421Contingency Budget $516,400


VP018302

VP018200

VP018301

I-264I-264

HIGH ST

LONDON BLVD

ELM AVE

EFFI

NGHA

M ST CRAWFORD PKWY

LONDON BLVD

COUNTY ST

QUEEN ST

ELM AVE

COURT ST

KING ST

SOUTH ST

LECKIE ST

PENI

NSUL

A AV

E

ANN ST

HARPER AVE

SPRATLEY ST

CONS

TITU

TION

AVE

GREEN ST

GODWIN ST

A ST

GUTH

RIE

ST

NORTH STHOLLADAY ST

GENDREAU RD

RIXEY PL

PINNERS AVE

PAUL JONES CT

OWEN

S ST

GLASGOW ST

WARD TER

COLUMBIA ST

HARRELL ST

ALPINE ST

KING

ST

A ST

KING ST

VP018301VIP Service Area I-I ReductionPhase I (PORTS)

CIP Location

Portsmouth

Legend





VP018301

/0 800 1,600 2,400 3,200400

Feet

Project Area

±


CIP Project Area


CIP Abandonment

±


VIP Service Area I/I Reduction Phase I (PORTS) PR_VP018301

System: VIPType: Locality and Private Property

Driver Category: I&I Abatement-IP/RWWMPProject Phase: Pre PlanningRegulatory: Integrated Plan-HPP 1


Prog CostExp to


$12,943 $1,379 $1,546 $5,713 $4,305 $0 $0 $0 $0 $0 $0 $0

PROJECT DESCRIPTION

PORT-01 Comprehensive I/I Reduction Plan; PORT-02 General I/I Reduction Plan.


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.


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



Cost Estimate Class: Class 5 PrePlanning $100,000PER $1,033,300Design $819,400PreConstruction $20,000Construction $10,950,020Closeout $20,000 Est. Program Cost $12,942,720Contingency Budget $2,640,080


VP018302

VP018302

VP018500

VP018500

VP018304

VP018200

VP014800

VP018301

VP018303

VP018305

VP018200

CAMDEN AVE

RODMAN AVE

I-2646

5

VA-1

64

5-6

LONDON BLVD

I-264

HIGH ST

4

ELM AVEPORTSMOUTH BLVD

5

AIRL

INE B

LVD

4

VP018302Portsmouth Pump Station Upgrades(VIP-HPP-04B)

CIP Location

Portsmouth

Legend





VP018302

/0 1,400 2,800 4,200 5,600700

Feet

Project Area

±


CIP Project Area


CIP Abandonment

±


Portsmouth Pump Station Upgrades (VIP-HPP-04B) PR_VP018302


Driver Category: I&I Abatement-IP/RWWMPProject Phase: ProposedRegulatory: Integrated Plan-HPP 1


Prog CostExp to


$10,527 $0 $0 $0 $0 $0 $289 $762 $6,178 $3,298 $0 $0

PROJECT DESCRIPTION

Portsmouth Pump Station Upgrades PS002 and PS008.




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





VP018304

VP018303VP018305

VP018200

CAMDEN AVE

I-264

6

5

5-6

I-264

6

ELM AVE

5

PORTSMOUTH BLVD

DEEP CREEK BLVD

FREDERICK BLVD

GREENWOOD DR

GEOR

GE W

ASHI

NGTO

N HW

Y

SOUTH ST

FREDERICK BLVD

ELLIOTT AVE

LINCOLN ST

DUKE ST

JEFFERSON ST

OAK ST

MAUPIN AVE

PEACH ST

RANDOLPH ST

PHILLIPS AVE

CENTRE AVE

CHESTNUT STPARKER AVE

ASH ST

DOWNES ST

AZALEA AVE

GRAN

D ST

BEACON RD

HANBURY AVE

MANLY ST

WAL

L ST

SUMMERS PL

GOTHIC ST

ARCADIA AVE

BLAC

K LN

ANDREWS ST

DALE DR

SOUTH ST

COLUMBUS AVE

EDISON AVE

CHARLES AVE

SYER RD

EVERGREEN PL

AYLWIN CRES

AMBLER AVE

GREEN POINT LN

PALMETT ST

COLUMBIA ST

ACORN ST

NATHAN CT

VP018303VIP Service Area I-I ReductionPhase III (PORTS)

CIP Location

Portsmouth

Legend





VP018303

/0 970 1,940 2,910 3,880485

Feet

Project Area

±


CIP Project Area


CIP Abandonment

±


VIP Service Area I/I Reduction Phase III (PORTS) PR_VP018303


Driver Category: I&I Abatement-IP/RWWMPProject Phase: Pre PlanningRegulatory: Integrated Plan-HPP 1


Prog CostExp to


$9,366 $351 $925 $859 $2,622 $2,622 $1,986 $0 $0 $0 $0 $0

PROJECT DESCRIPTION

PORT-04 General I/I Reduction Plan; PORT-04-LOP65-1 Data-Driven I/I Reduction Plan; PORT-04-LOP65-2 Data-Driven I/I Reduction Plan; PORT-04-LOP65-3 Data-Driven I/I Reduction Plan.




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



Cost Estimate Class: Class 5 PrePlanning $100,000PER $1,003,700Design $574,500PreConstruction $20,000Construction $7,647,360Closeout $20,000 Est. Program Cost $9,365,560Contingency Budget $1,840,040


VP018304

VP018303

VP018305

CAMDEN AVE

ELM AVE

JEFFERSON ST

PARKER AVE

PALMER ST

ATLANTA AVE

HOOVER ST

FAYETTE ST

CAMDEN AVE

OAK ST

FILLMORE ST

GILMERTON AVE

ACORN ST

VP018304Camden Avenue Pump StationUpgrades (VIP-HPP-04D)

CIP Location

Portsmouth

Legend





VP018304

/0 110 220 330 44055

Feet

Project Area

±


CIP Project Area


CIP Abandonment

±


Camden Avenue Pump Station Upgrades (VIP-HPP-04D) PR_VP018304




Prog CostExp to


$5,478 $0 $0 $0 $0 $0 $211 $254 $2,095 $2,918 $0 $0

PROJECT DESCRIPTION

Camden Avenue Pump Station Upgrade (SS-PS-146).




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





VP018305VP018304

VP018303

CAMDEN AVE

I-264

I-264

ELM AVE

DEEP

CRE

EK B

LVD

FREDERICK BLVD

PORTSMOUTH BLVD

GEORGE W

ASHINGTO

N HWY

FREDERICK BLVD

PALMER ST

LINCOLN STOAK ST

JEFFERSON ST

WATTS AVE

LANSING AVE

ELLIOTT AVE

RANDOLPH ST

BEECH ST

DES MOINES AVE

PARKER AVE

AZALEA AVE

PIEDMONT AVE

WILCOX AVE

CENTRE AVE

SUMMIT AVE

CHARLESTON AVE

DALE DR

HIGHLAND AVE

EDISON AVE

LINDSAY AVE

BEACON RD

NASHVILLE AVE

DOWNES ST

HOOVER ST

MANLY ST

PULASKI ST

COLUMBUS AVE

CLUVERUS ST

ACORN ST

LEXINGTON DR

ATTWATER LN

VP018305Camden Avenue GravityImprovements (VIP-HPP-04E)

CIP Location

Portsmouth

Legend





VP018305

/0 540 1,080 1,620 2,160270

Feet

Project Area

±


CIP Project Area


CIP Abandonment

±


Camden Avenue Gravity Improvements (VIP-HPP-04E) PR_VP018305




Prog CostExp to


$2,621 $0 $0 $0 $0 $0 $45 $242 $1,677 $656 $0 $0

PROJECT DESCRIPTION

Camden Avenue gravity main (GM) capacity improvements: Upgrade 1,670 linear feet (LF) of 12-inch GM to 15-inch GM; Upgrade 2,170 LF of 17-inch GM to 21-inch GM and 370 LF of 15-inch GM to 18-inch GM.




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





VP018400 STATE ST

STATE ST

8

I-264

I-464

I-264

I-464

STATE ST

EMMETT PL

W INDIAN RIVER RD

VP018400State Street Pressure ReducingStation and Offline Storage (VIP-HPP-05)

CIP Location

Norfolk

Legend





VP018400

/0 110 220 330 44055

Feet

Project Area

±


CIP Project Area


CIP Abandonment

±


State Street Pressure Reducing Station and Offline Storage (VIP-HPP-05)

PR_VP018400

System: VIPType: Offline Storage



Prog CostExp to


$18,926 $215 $161 $161 $161 $161 $161 $569 $652 $4,149 $9,383 $3,153

PROJECT DESCRIPTION

Install new Pressure Reducing Station (PRS) with 35 feet of assistance - New Location; Install new 2.3 MG storage tank.







Cost Estimate Class: Class 5 PrePlanning $1,020,000PER $242,760Design $1,194,420PreConstruction $22,440Construction $16,420,980Closeout $25,500 Est. Program Cost $18,926,100Contingency Budget $3,872,512


VP018500

VP018500

VP018500

VP014800

VP018301

VA-164

VA-1

64

MIDTOWN TUNNEL

US-58

HARPER AVE

SEABOARD AVE

TUNNEL

FACI

LITY R

D

PINNERS AVE

ORAP

AX S

T

HILL AVE

LANGLEY RD

VP018500Elizabeth River Crossing ReliabilityImprovements

CIP Location

Norfolk

Legend





VP018500

/0 760 1,520 2,280 3,040380

Feet

Project Area

±


CIP Project Area


CIP Abandonment

±


Elizabeth River Crossing Reliability Improvements PR_VP018500


Driver Category: Aging Infrastructure/RehabilitationProject Phase: Pre PlanningRegulatory: None


Prog CostExp to


$2,205 $543 $1,511 $150 $0 $0 $0 $0 $0 $0 $0 $0

PROJECT DESCRIPTION

This project will install two metering vaults and a bypass pump connection. One metering vault will replace the failed direct bury meter at Pinners Point. The other metering vault will be located in Norfolk to provide information about the condition of the river crossing. An emergency pump connection will be installed at the Pinners Point diversion structure, and that structure will be demolished.


The existing meter at Pinners Point is a direct bury style meter, making it inaccessible for maintenance. The meter is at the end of its useful life and has failed. This metering location is necessary to capture flow information from the south side of the Elizabeth River in Portsmouth, including flows from Camden, Rodman, and Elmhurst Pump Stations. The new meter location in Norfolk will provide critical, missing information on the condition of the river crossing, as currently there is not a means to identify failure of that crossing. The new emergency pump connection at the abandoned diversion structure at Pinners Point will provide a means for conveying flow in the event of a failure of the Elizabeth River crossing. At present, if the crossing fails, overflows will occur in downtown Portsmouth. This new connection provides a single point of collection for the overflow, and removes the risk to the downtown area.The abandoned diversion structure at Pinners Point will be demolished, as it is currently a safety risk.


Funding Type: Revenue Bond Contacts-Requesting Dept: Operations-EEMContacts-Dept Contacts: Phil HubbardContacts-Managing Dept: Operations-Interceptors



Cost Estimate Class: Class 5 PrePlanning $0PER $89,583Design $450,000PreConstruction $15,000Construction $1,500,000Closeout $150,000 Est. Program Cost $2,204,583Contingency Budget $100,000


GN017900

GN016392GN016391GN016390

VP018800

VP019100VP019200

AB011800

43RD ST

VP018800Virginia Initiative PlantAdministration Building Renovation

CIP Location

Norfolk

Legend





VP018800

/0 130 260 390 52065

Feet

Project Area

±


CIP Project Area


CIP Abandonment

±


Virginia Initiative Plant Administration Building Renovation

PR_VP018800

System: VIPType: Facilities, Buildings and Capital Equipment

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


Prog CostExp to


$2,695 $234 $1,671 $777 $13 $0 $0 $0 $0 $0 $0 $0

PROJECT DESCRIPTION

This project is to renovate the existing 1990 and 1974 administration areas.


This project will provide additional administration offices, lunch room, conference room, bathrooms and unisex bathrooms for Solids Treatment and Solids Handling.


Funding Type: Revenue Bond Contacts-Requesting Dept: Operations-TreatmentContacts-Dept Contacts: Tim MarshContacts-Managing Dept: Operations-Treatment



Cost Estimate Class: Class 5 PrePlanning $0PER $64,090Design $338,976PreConstruction $0Construction $2,252,028Closeout $40,000 Est. Program Cost $2,695,094Contingency Budget $539,018


VP018900NORCHESTER ST

MYRTLE AVE

CORPREW AVE

GATE HOUSE RD

NORCHESTER AVE

CORPREW LN

COLC

HEST

ER M

EWS

COLCHESTER CRES

PARK CRES

E NORCHESTER MEW

S

DOWNHAM WAY

COLC

HEST

ER C

RES

VP018900Norchester Pump Station ScreeningImprovements

CIP LocationLegend





VP018900

/0 110 220 330 44055

Feet

Project Area

±


CIP Project Area


CIP Abandonment

±


Norchester Pump Station Screening Improvements PR_VP018900


Driver Category: Performance UpgradesProject Phase: ProposedRegulatory: None


Prog CostExp to


$469 $0 $89 $310 $70 $0 $0 $0 $0 $0 $0 $0

PROJECT DESCRIPTION

This project will upgrade the screening equipment at the Norchester Pump Station.


The existing Norchester Pump Station has an inline grinder that failed after only 3 years of service. Failure of the grinder appeared to be due to a heavy sand load in the influent stream that wore down the teeth and the bearings of the grinder cassette. However, the body of the grinder also showed very heavy metal corrosion due to high levels of hydrogen sulfide in the wet well. As a result, an evaluation of all screening technologies was performed to ensure a longer life expectancy and more reliable operation of the upgraded equipment. This project will design and construct the screening upgrades at this station.





Cost Estimate Class: Class 5 PrePlanning $0PER $25,500Design $76,500PreConstruction $5,100Construction $357,000Closeout $5,100 Est. Program Cost $469,200Contingency Budget $102,000


VP019000COLLEY AVE

COLLEY AVEW BRAMBLETON AVE

FAIRFAX AVE

W OLNEY RD

DUNDA

FF ST

PEMBROKE AVE

WAGN

ER R

D

CHIL

DREN

'S L

N

VP019000Colley Ave Pump Station PumpReplacement

CIP LocationLegend





VP019000

/0 110 220 330 44055

Feet

Project Area

±


CIP Project Area


CIP Abandonment

±


Colley Avenue Pump Station Pump Replacement PR_VP019000


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


Prog CostExp to


$650 $10 $64 $576 $0 $0 $0 $0 $0 $0 $0 $0

PROJECT DESCRIPTION

This project will replace the existing extended shaft pumps at Colley Avenue Pump Station with new constant speed dry pit submersible pumps. Architectural updates will also be made to help the station blend with the surrounding area.


The existing pumps at the Colley Avenue Pump Station were installed circa 1970. Two of the three pumps are Allis-Chalmers pumps, which are no longer manufactured, making spare parts very difficult to find. A recent drawdown test performed in June 2020 showed that the two smaller pumps are operating at 70% of their original hydraulic capacity, and the large pump is operating at approximately 45% of its capacity. In addition, the smaller pumps are undersized for wet weather head conditions, forcing the third pump to be used as both the lead and wet weather pump. As a result, a 6-inch emergency bypass pump has been installed at the station to provide additional wet weather pumping capacity. Due to the loss of hydraulic efficiency and their age, these pumps cost approximately $10,000 per year more in power, labor and maintenance costs than properly sized new pumps. In addition, replacing the pumps would allow the Godwin pump to be removed, improving the aesthetics of the station, and allowing this pump to be used elsewhere in the system.


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



Cost Estimate Class: Class 5 PrePlanning $10,000PER $15,000Design $45,000PreConstruction $5,000Construction $565,000Closeout $10,000 Est. Program Cost $650,000Contingency Budget $150,000


GN017900

GN016392GN016391GN016390

VP019100

VP018800

VP019200

AB011800

43RD ST

VP019100Virginia Initiative Plant IncineratorBurner Replacement

CIP LocationLegend





VP019100

/0 130 260 390 52065

Feet

Project Area

±


CIP Project Area


CIP Abandonment

±


Virginia Initiative Plant Incinerator Burner Replacement PR_VP019100

System: VIPType: Biosolids



Prog CostExp to


$1,800 $0 $600 $900 $300 $0 $0 $0 $0 $0 $0 $0

PROJECT DESCRIPTION

This project is to replace the Hauck burners for both incinerators at the Virginia Initiative Plant.


The existing Hauck burners and controls are obsolete making it difficult to find replacement parts. The burners are 40 years old and ,in some instances, the burner pilots have been unsafe to light-up. The proposed American Burners are reliable with proven record at HRSD. The specified proposed burners are Low- NOx and are necessary for future incinerator compliance.


Funding Type: Revenue Bond Contacts-Requesting Dept: Operations-TreatmentContacts-Dept Contacts: Sami GhosnContacts-Managing Dept: Engineering


PrePlanningPERDesign DelayDesignBid DelayPreConstruction 07/07/2021Construction 11/03/2021Closeout 11/01/2023

Cost Estimate Class: Class 4 PrePlanning $0PER $0Design $0PreConstruction $0Construction $1,800,000Closeout $0 Est. Program Cost $1,800,000Contingency Budget $180,000


GN017900

GN016392GN016391GN016390

VP019200

VP018800

VP019100

AB011800

43RD ST

VP019200Virginia Initiative Plant MotorControl Center Replacements

CIP LocationLegend





VP019200

/0 170 340 510 68085

Feet

Project Area

±


CIP Project Area


CIP Abandonment

±


Virginia Initiative Plant Motor Control Center Replacements

PR_VP019200

System: VIPType: Electrical



Prog CostExp to


$1,875 $0 $604 $1,271 $0 $0 $0 $0 $0 $0 $0 $0

PROJECT DESCRIPTION

This project is to design and replace five (5) Motor Control Centers (MCC) and a Main Distribution Panel located in the Incinerator Building at Virginia Initiative Plant (VIP) installed in the 1970's. This project will also replace a 1980's vintage MCC located in the Blower Building. Both MCC's have reached the end of their useful life.


During an annual thermographic inspection signs of bus deterioration and heat anomalies were discovered. The MCC's are critical to plant operations. The five MCC'sin the incinerator building supply power to the furnace, ID fan, Centrifuges, and Building Services. The MCC located in the Blower Building supplies power to the Blowers, Primary Clarifiers, Grit Tanks, and Chemical Building. This project will increase plant process reliability and improve employee safety by reducing the likelihood of an arc flash event.


Funding Type: Revenue Bond Contacts-Requesting Dept: Operations-TreatmentContacts-Dept Contacts: Sherman PresseyContacts-Managing Dept: Operations-EEM


PrePlanningPERDesign DelayDesign 07/12/2021Bid DelayPreConstructionConstruction 05/15/2022Closeout

Cost Estimate Class: Class 5 PrePlanning $0PER $0Design $350,000PreConstruction $0Construction $1,525,000Closeout $0 Est. Program Cost $1,875,000Contingency Budget $305,000


High Priority Projects Round 2 Project 4 PR_VP019300




Prog CostExp to


$0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0

PROJECT DESCRIPTION

High Priority Project (HPP) Round 2 Project 4 consists of the following Regional Wet Weather Management Plan (RWWMP) Project ID and general description:VIP-RWWMP-41 Norfolk I/I Reduction


As part of the RWWMP submitted to the DEQ and EPA, HRSD developed an approach to recognize the highest-priority system improvements with the greatest relative environmental benefit. The result being the identification of High-Priority Projects (HPPs). The initial HPPs (Round 1) were identified in the RWWMP, submitted to EPA in September of 2017, and are scheduled to be constructed between plan approval and 2030. Further review of RWWMP projects was conducted in2019 to find beneficial solutions to implement as a second set of HPPs (identified as Round 2). A prioritization methodology was used to identify improvements to minimize sanitary sewer overflow (SSO) volume. Rounds 1 and 2 of High-Priority Projects were scheduled with consecutive 10-year implementation periods starting with Round 1 being completed between plan approval and 2030. Prior to commencement, HRSD will review the Round 2 projects to confirm that they are still expected to meet the desired result and confirm this in a check in with the EPA/DEQ. To modify the list of specific Round 2 HPP projects, HRSD will show that the revised set of projects will attain a minimum of the samepercent reduction, or better.


Funding Type: Cash Contacts-Requesting Dept: EngineeringContacts-Dept Contacts: John DanoContacts-Managing Dept: Engineering


PrePlanning 07/01/2031PER 07/01/2033Design DelayDesign 01/01/2034Bid DelayPreConstruction 01/01/2035Construction 02/01/2035Closeout 10/01/2036

Cost Estimate Class: Class 5 PrePlanning $247,600PER $619,000Design $742,800PreConstruction $123,800Construction $10,523,000Closeout $123,800 Est. Program Cost $12,380,000Contingency Budget $0


High Priority Projects Round 2 Project 5 PR_VP019400




Prog CostExp to


$0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0 $0

PROJECT DESCRIPTION

High Priority Project (HPP) Round 2 Project 5 consists of the following Regional Wet Weather Management Plan (RWWMP) Project IDs and general descriptions:VIP-RWWMP-12 May Avenue Storage TankVIP-RWWMP-14 Norfolk City System ImprovementsVIP-RWWMP-13 Willoughby Avenue Pump Staion Upgrade


As part of the RWWMP submitted to the DEQ and EPA, HRSD developed an approach to recognize the highest-priority system improvements with the greatest relative environmental benefit. The result being the identification of High-Priority Projects (HPPs). The initial HPPs (Round 1) were identified in the RWWMP, submitted to EPA in September of 2017, and are scheduled to be constructed between plan approval and 2030. Further review of RWWMP projects was conducted in2019 to find beneficial solutions to implement as a second set of HPPs (identified as Round 2). A prioritization methodology was used to identify improvements to minimize sanitary sewer overflow (SSO) volume. Rounds 1 and 2 of High-Priority Projects were scheduled with consecutive 10-year implementation periods starting with Round 1 being completed between plan approval and 2030. Prior to commencement, HRSD will review the Round 2 projects to confirm that they are still expected to meet the desired result and confirm this in a check in with the EPA/DEQ. To modify the list of specific Round 2 HPP projects, HRSD will show that the revised set of projects will attain a minimum of the samepercent reduction, or better.


Funding Type: Revenue Bond Contacts-Requesting Dept: EngineeringContacts-Dept Contacts: John DanoContacts-Managing Dept: Engineering


PrePlanning 07/01/2033PER 07/01/2033Design DelayDesign 07/01/2034Bid DelayPreConstruction 12/01/2035Construction 01/01/2036Closeout 10/01/2038

Cost Estimate Class: Class 5 PrePlanning $298,800PER $747,000Design $896,400PreConstruction $149,400Construction $12,699,000Closeout $149,400 Est. Program Cost $14,940,000Contingency Budget $0


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