Upload
others
View
6
Download
0
Embed Size (px)
Citation preview
Chesapeake-ElizabethTreatment 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.
Virginia Beach King Neptune overlooks the Virginia Beach boardwalkand the 31st Street oceanfront park. Designed by P. DiPasquale, itis the largest cast bronze figure erected in the U.S. since the U.S.Marine Corps (Iwo Jima) Memorial in Washington, DC.
CE011828
SF-168SF-167
FERRELL PKWYFERRELL PKWY
SELWOOD D
R
BERRYWOOD RD
HEAT
HCLIF
F CT
GLENCOE LN
CHARTFIELD CT
NEEDHAM CT
SHEL
BOUR
NE CT
CAND
LEWOO
D DR
HEATHCLIFF
DR
COLOGNE CT
CHEVERLY CT
CE011828Kempsville PRS ReliabilityModifications
CIP LocationLegend
HRSD Interceptor Force Main
HRSD Interceptor Gravity Main
3Q HRSD Treatment Plant
3SRP HRSD Pressure Reducing Station
3PS HRSD Pump Station
CE011828
/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
Kempsville PRS Reliability Modifications PR_CE011828
System: AtlanticType: Pump Stations
Driver Category: Performance UpgradesProject Status: ProposedRegulatory: Regional Wet Weather Management Plan
PROGRAM CASH FLOW PROJECTION ($,000)
Prog CostExp to
Previous Year FY18 FY19 FY20 FY21 FY22 FY23 FY24 FY25 FY26 FY27
$2,673 $13 $257 $51 $1,179 $1,174 $0 $0 $0 $0 $0 $0
PROJECT DESCRIPTION
This project is to make reliability improvements to the existing Kempsville Pressure Reducing Station (PRS), including new pumps, interior pipes and valves, and electrical system modifications associated with the new pumps. Some structural modifications are expected for items like equipment access platforms and pump pads. Minor modifications to the interior mechanical equipment are expected. This project must be substantially complete by June 2021.
PROJECT JUSTIFICATION
The project is needed to ensure reliable operation of this PRS to maintain HRSD pressure policy when flow is diverted in support of the Chesapeake-Elizabeth plant closure. HRSD's Interceptor personnel spend significant man hours keeping the station's pumps operational due to clogging impellers. HRSD plans to run this station daily post-2021.
FUNDING TYPE CONTACTS
Funding Type: Revenue Bond Contacts-Requesting Dept: EngineeringContacts-Dept Contacts: Laura KirkwoodContacts-Managing Dept: Engineering
PROPOSED SCHEDULE START DATE COST ESTIMATE
PrePlanning 03/01/2017PER 06/01/2017Design Delay 11/01/2017Design 11/01/2017Bid Delay 09/01/2018PreConstruction 07/01/2019Construction 10/01/2019Closeout 04/01/2021
PrePlanning $0PER $64,000Design $257,000PreConstruction $5,000Construction $2,347,000Closeout $0 Est. Program Cost $2,673,000Contingency Budget $535,000
Est. Project Costs $3,208,000
CE011829
CE011835CE011834 CE011833
SF-135
SF-126 SPS-153
I-264
I-264
FREMAC DR
OLD VIRGINIA BEACH RD
REYNARD CRES
PIPERS CRES
HAWKS NEST WAY
SNOW GOOSE LN
ARBR
E CT
LAKE POINT CIR
CE011829Laskin Road PRS ReliabilityModifications
CIP LocationLegend
HRSD Interceptor Force Main
HRSD Interceptor Gravity Main
3Q HRSD Treatment Plant
3SRP HRSD Pressure Reducing Station
3PS HRSD Pump Station
CE011829
/0 110 220 330 44055
Feet
Project Area
±
± Project Interceptor Line
!]̂ Project Interceptor Point
!]̂ Project Pump Station Point
CIP Project Area
_̂ CIP Interceptor Point
_ CIP Pump Station Point
CIP Abandonment
±
± CIP Interceptor Line
Laskin Road PRS Reliability Modifications PR_CE011829
System: AtlanticType: Pump Stations
Driver Category: Performance UpgradesProject Status: ProposedRegulatory: Regional Wet Weather Management Plan
PROGRAM CASH FLOW PROJECTION ($,000)
Prog CostExp to
Previous Year FY18 FY19 FY20 FY21 FY22 FY23 FY24 FY25 FY26 FY27
$2,683 $13 $258 $52 $1,183 $1,178 $0 $0 $0 $0 $0 $0
PROJECT DESCRIPTION
This project is to make reliability improvements to the existing Laskin Pressure Reducing Station (PRS) including new pumps, interior pipes and valves, and electrical modifications associated with new pumps. Some structural modifications are expected for items like equipment access platforms and pump pads. Minor modifications to the interior mechanical equipment are expected. This project must be substantially complete by June 2021.
PROJECT JUSTIFICATION
The project is needed to ensure reliable operation of this PRS to maintain HRSD pressure policy when flow is diverted in support of the Chesapeake-Elizabeth plant closure. HRSD's Interceptor personnel spend significant man hours keeping the station's pumps operational due to clogging impellers. HRSD plans to run this station more frequently post-2021 during wet weather events.
FUNDING TYPE CONTACTS
Funding Type: Revenue Bond Contacts-Requesting Dept: EngineeringContacts-Dept Contacts: Laura KirkwoodContacts-Managing Dept: Engineering
PROPOSED SCHEDULE START DATE COST ESTIMATE
PrePlanning 03/01/2017PER 06/01/2017Design Delay 11/01/2017Design 11/01/2017Bid Delay 09/01/2018PreConstruction 07/01/2019Construction 10/01/2019Closeout 04/01/2021
PrePlanning $0PER $64,000Design $258,000PreConstruction $5,000Construction $2,356,000Closeout $0 Est. Program Cost $2,683,000Contingency Budget $537,000
Est. Project Costs $3,220,000
CE011823CE01182A
SF-128
SF-129
VIRGINIA BEACH BLVD
LYNNHAVEN RD N
CESSNA DR
CE01182APine Tree PRS ReliabilityModifications
CIP LocationLegend
HRSD Interceptor Force Main
HRSD Interceptor Gravity Main
3Q HRSD Treatment Plant
3SRP HRSD Pressure Reducing Station
3PS HRSD Pump Station
CE01182A
/0 110 220 330 44055
Feet
Project Area
±
± Project Interceptor Line
!]̂ Project Interceptor Point
!]̂ Project Pump Station Point
CIP Project Area
_̂ CIP Interceptor Point
_ CIP Pump Station Point
CIP Abandonment
±
± CIP Interceptor Line
Pine Tree PRS Reliability Modifications PR_CE01182A
System: AtlanticType: Pump Stations
Driver Category: Performance UpgradesProject Status: ProposedRegulatory: Regional Wet Weather Management Plan
PROGRAM CASH FLOW PROJECTION ($,000)
Prog CostExp to
Previous Year FY18 FY19 FY20 FY21 FY22 FY23 FY24 FY25 FY26 FY27
$2,899 $14 $278 $1,051 $1,555 $0 $0 $0 $0 $0 $0 $0
PROJECT DESCRIPTION
This project is to make reliability improvements to the existing Pine Tree Pressure Reducing Station (PRS), including a new generator and electrical system. Some interior building modifications are expected to shield sensitive electrical equipment from heat produced bythe interior generator. This project must be substantially complete by June 2021.
PROJECT JUSTIFICATION
The project is needed to ensure reliable operation of this PRS to maintain HRSD pressure policy when flow is diverted in support of the Chesapeake-Elizabeth plant closure and for the ultimate Regional Wet Weather Management Plan (RWWMP). The generator and transfer switch are nearly 50 years old and spare parts on not readily available. HRSD plans to run this station more frequently post-2021 during wet weather events.
FUNDING TYPE CONTACTS
Funding Type: Revenue Bond Contacts-Requesting Dept: EngineeringContacts-Dept Contacts: Laura KirkwoodContacts-Managing Dept: Engineering
PROPOSED SCHEDULE START DATE COST ESTIMATE
PrePlanning 03/01/2017PER 06/01/2017Design Delay 11/01/2017Design 11/01/2017Bid Delay 09/01/2018PreConstruction 09/01/2018Construction 12/01/2018Closeout 06/01/2020
PrePlanning $0PER $70,000Design $278,000PreConstruction $6,000Construction $2,545,000Closeout $0 Est. Program Cost $2,899,000Contingency Budget $580,000
Est. Project Costs $3,479,000
GN014500
CE01
1700
CE01
1700
CE011830
CE011830
CE011830
SF-01
6
SF-017
SF-01
5
SF-951
SF-013 SF-014SF-018
SF-11
9NORTHAMPTON BLVD
CE011830Little Creek Pump StationModifications
CIP LocationLegend
HRSD Interceptor Force Main
HRSD Interceptor Gravity Main
3Q HRSD Treatment Plant
3SRP HRSD Pressure Reducing Station
3PS HRSD Pump Station
CE011830
/0 1,400 2,800 4,200 5,600700
Feet
Project Area
±
± Project Interceptor Line
!]̂ Project Interceptor Point
!]̂ Project Pump Station Point
CIP Project Area
_̂ CIP Interceptor Point
_ CIP Pump Station Point
CIP Abandonment
±
± CIP Interceptor Line
Little Creek Pump Station Modifications PR_CE011830
System: Chesapeake-ElizabethType: Locality and Private Property
Driver Category: Capacity ImprovementsProject Status: ProposedRegulatory: Regional Wet Weather Management Plan
PROGRAM CASH FLOW PROJECTION ($,000)
Prog CostExp to
Previous Year FY18 FY19 FY20 FY21 FY22 FY23 FY24 FY25 FY26 FY27
$708 $10 $71 $44 $299 $283 $0 $0 $0 $0 $0 $0
PROJECT DESCRIPTION
There are five sewer pumping stations associated with Little Creek and two of those stations are being upgraded currently. HRSD will be responsible for upgrading the other three as needed.
PROJECT JUSTIFICATION
The project is needed to ensure that Little Creek's sewer pumping stations can meet HRSD pressure policy when flow is diverted in support of the Chesapeake-Elizabeth plant closure. This project was not part of the Chesapeake-Elizabeth offline solution set developed by HRSD, CDM Smith, and Brown and Caldwell since these stations are not HRSD or locality assets.
FUNDING TYPE CONTACTS
Funding Type: Cash Contacts-Requesting Dept: EngineeringContacts-Dept Contacts: Laura KirkwoodContacts-Managing Dept: Engineering
PROPOSED SCHEDULE START DATE COST ESTIMATE
PrePlanning 03/01/2017PER 06/01/2017Design Delay 11/01/2017Design 11/01/2017Bid Delay 09/01/2019PreConstruction 09/01/2019Construction 12/01/2019Closeout 02/01/2021
PrePlanning $0PER $52,000Design $81,000PreConstruction $9,000Construction $566,000Closeout $0 Est. Program Cost $708,000Contingency Budget $141,000
Est. Project Costs $849,000
GN014500
CE011824
CE011823CE012100CE011831 CE011831
CE011831
CE011831CE011831
CE011831
CE011831
CE011831CE011831
CE011831
SF-197
SF-167
SF-117
SF-19
8
SF-128 SF-130SF-022
SF-119
SF-021
SF-127
SF-120
SF-12
1SF-951
SF-122
SF-12
3
SF-12
4
SF-019
SF-168
SF-020
I-264
SHORE DR
PRINCESS ANNE RD
S OCEANA BLVD
21
SHORE DR
I-264
HOLLAND RD
LONDON BRIDGE RD
HARPERS RD
S PLAZA TRL
19C
S LYNNHAVEN RD
18
HAYGOOD RD
CE011831Virginia Beach City Pump StationUpgrades, Phase I
CIP LocationLegend
HRSD Interceptor Force Main
HRSD Interceptor Gravity Main
3Q HRSD Treatment Plant
3SRP HRSD Pressure Reducing Station
3PS HRSD Pump Station
CE011831
/0 4,750 9,500 14,250 19,0002,375
Feet
Project Area
±
± Project Interceptor Line
!]̂ Project Interceptor Point
!]̂ Project Pump Station Point
CIP Project Area
_̂ CIP Interceptor Point
_ CIP Pump Station Point
CIP Abandonment
±
± CIP Interceptor Line
Virginia Beach City Pump Station Upgrades, Phase I PR_CE011831
System: GeneralType: Locality and Private Property
Driver Category: Capacity ImprovementsProject Status: ProposedRegulatory: Regional Wet Weather Management Plan
PROGRAM CASH FLOW PROJECTION ($,000)
Prog CostExp to
Previous Year FY18 FY19 FY20 FY21 FY22 FY23 FY24 FY25 FY26 FY27
$3,478 $23 $468 $1,360 $1,628 $0 $0 $0 $0 $0 $0 $0
PROJECT DESCRIPTION
This project is to complete comprehensive inflow and infiltration (I/I) removal in the Haygood Point East Pump Station Service Area.
PROJECT JUSTIFICATION
The project is needed to ensure that Virginia Beach's Haygood Point East Pump Station can meet HRSD pressure policy when flow is diverted in support of the Chesapeake-Elizabeth plant closure. This station's basin was identified as a high priority for comprehensive I/I work to be completed as part of the RWWMP. Based on hydraulic modeling results, the existing station and discharge force main have the capacity to convey the estimated reduced peak flows after the comprehensive I/I work is completed; therefore, I/I work was proposed in lieu of a City Pump Station and Discharge Force Main upgrade. This project was part of the Chesapeake-Elizabeth offlinesolution set developed by HRSD, CDM Smith, and Brown and Caldwell assuming a 2-year level of service.
FUNDING TYPE CONTACTS
Funding Type: Cash Contacts-Requesting Dept: EngineeringContacts-Dept Contacts: Laura KirkwoodContacts-Managing Dept: Engineering
PROPOSED SCHEDULE START DATE COST ESTIMATE
PrePlanning 03/01/2017PER 06/01/2017Design Delay 12/01/2017Design 12/01/2017Bid Delay 08/01/2018PreConstruction 08/01/2018Construction 11/01/2018Closeout 05/01/2020
PrePlanning $0PER $135,000Design $406,000PreConstruction $7,000Construction $2,930,000Closeout $0 Est. Program Cost $3,478,000Contingency Budget $696,000
Est. Project Costs $4,174,000
GN014500
CE011824
CE011823CE012100
CE011832CE011832
CE011832
CE011832
CE011832CE011832
CE011832
CE011832 CE011832
CE011832
SF-197
SF-167
SF-117
SF-19
8
SF-128 SF-130SF-022
SF-119
SF-021
SF-127
SF-120
SF-12
1SF-951
SF-122
SF-12
3
SF-12
4
SF-019
SF-168
SF-020
I-264
SHORE DR
PRINCESS ANNE RD
S OCEANA BLVD
21
SHORE DR
I-264
HOLLAND RD
LONDON BRIDGE RD
HARPERS RD
S PLAZA TRL
19C
S LYNNHAVEN RD
18
HAYGOOD RD
CE011832Virginia Beach City Pump StationUpgrades, Phase II
CIP LocationLegend
HRSD Interceptor Force Main
HRSD Interceptor Gravity Main
3Q HRSD Treatment Plant
3SRP HRSD Pressure Reducing Station
3PS HRSD Pump Station
CE011832
/0 4,750 9,500 14,250 19,0002,375
Feet
Project Area
±
± Project Interceptor Line
!]̂ Project Interceptor Point
!]̂ Project Pump Station Point
CIP Project Area
_̂ CIP Interceptor Point
_ CIP Pump Station Point
CIP Abandonment
±
± CIP Interceptor Line
Virginia Beach City Pump Station Upgrades, Phase II PR_CE011832
System: GeneralType: Locality and Private Property
Driver Category: Capacity ImprovementsProject Status: ProposedRegulatory: Regional Wet Weather Management Plan
PROGRAM CASH FLOW PROJECTION ($,000)
Prog CostExp to
Previous Year FY18 FY19 FY20 FY21 FY22 FY23 FY24 FY25 FY26 FY27
$1,864 $15 $122 $95 $725 $907 $0 $0 $0 $0 $0 $0
PROJECT DESCRIPTION
This project is to complete a major upgrade of Euclid Place (No. 357), an existing Virginia Beach Pump Station that cannot meet the new pressure policy post-2021. This project must be substantially complete by June 2021.
PROJECT JUSTIFICATION
The project is needed to ensure that the Virginia Beach pump station can meet HRSD pressure policy when flow is diverted in supportof the Chesapeake-Elizabeth plant closure. This project was part of the Chesapeake-Elizabeth offline solution set developed by HRSD, CDM Smith, and Brown and Caldwell assuming a 2-year level of service.
FUNDING TYPE CONTACTS
Funding Type: Cash Contacts-Requesting Dept: EngineeringContacts-Dept Contacts: Laura KirkwoodContacts-Managing Dept: Engineering
PROPOSED SCHEDULE START DATE COST ESTIMATE
PrePlanning 03/01/2017PER 06/01/2017Design Delay 11/01/2017Design 11/01/2017Bid Delay 09/01/2019PreConstruction 09/01/2019Construction 12/01/2019Closeout 04/01/2021
PrePlanning $0PER $73,000Design $175,000PreConstruction $4,000Construction $1,612,000Closeout $0 Est. Program Cost $1,864,000Contingency Budget $373,000
Est. Project Costs $2,237,000
GN014500
CE011824
CE011823CE012100
CE011833CE011833
CE011833
CE011833CE011833
CE011833
CE011833CE011833
CE011833
CE011833SF-197
SF-167
SF-117
SF-19
8
SF-128 SF-130SF-022
SF-119
SF-021
SF-127
SF-120
SF-12
1SF-951
SF-122
SF-12
3
SF-12
4
SF-019
SF-168
SF-020
I-264
SHORE DR
PRINCESS ANNE RD
S OCEANA BLVD
21
SHORE DR
I-264
HOLLAND RD
LONDON BRIDGE RD
HARPERS RD
S PLAZA TRL
19C
S LYNNHAVEN RD
18
HAYGOOD RD
CE011833Virginia Beach City Pump StationUpgrades, Phase III
CIP LocationLegend
HRSD Interceptor Force Main
HRSD Interceptor Gravity Main
3Q HRSD Treatment Plant
3SRP HRSD Pressure Reducing Station
3PS HRSD Pump Station
CE011833
/0 4,750 9,500 14,250 19,0002,375
Feet
Project Area
±
± Project Interceptor Line
!]̂ Project Interceptor Point
!]̂ Project Pump Station Point
CIP Project Area
_̂ CIP Interceptor Point
_ CIP Pump Station Point
CIP Abandonment
±
± CIP Interceptor Line
Virginia Beach City Pump Station Upgrades, Phase III PR_CE011833
System: GeneralType: Locality and Private Property
Driver Category: Capacity ImprovementsProject Status: ProposedRegulatory: Regional Wet Weather Management Plan
PROGRAM CASH FLOW PROJECTION ($,000)
Prog CostExp to
Previous Year FY18 FY19 FY20 FY21 FY22 FY23 FY24 FY25 FY26 FY27
$838 $12 $111 $152 $564 $0 $0 $0 $0 $0 $0 $0
PROJECT DESCRIPTION
This project is to complete a major upgrade of Pembroke Station (No. 360), an existing Virginia Beach pump station that cannot meet the new pressure policy post-2021. This project must be substantially complete by June 2021.
PROJECT JUSTIFICATION
The project is needed to ensure that the Virginia Beach pump station can meet HRSD pressure policy when flow is diverted in supportof the Chesapeake-Elizabeth plant closure. This project was part of the Chesapeake-Elizabeth offline solution set developed by HRSD, CDM Smith, and Brown and Caldwell assuming a 2-year level of service.
FUNDING TYPE CONTACTS
Funding Type: Cash Contacts-Requesting Dept: EngineeringContacts-Dept Contacts: Laura KirkwoodContacts-Managing Dept: Engineering
PROPOSED SCHEDULE START DATE COST ESTIMATE
PrePlanning 03/01/2017PER 06/01/2017Design Delay 11/01/2017Design 11/01/2017Bid Delay 02/01/2019PreConstruction 02/01/2019Construction 05/01/2019Closeout 07/01/2020
PrePlanning $0PER $59,000Design $119,000PreConstruction $2,000Construction $658,000Closeout $0 Est. Program Cost $838,000Contingency Budget $168,000
Est. Project Costs $1,006,000
GN014500
CE011824
CE011823CE012100
CE011834
CE011834
CE011834CE011834
CE011834
CE011834CE011834
CE011834
CE011834CE011834
SF-197
SF-167
SF-117
SF-19
8
SF-128 SF-130SF-022
SF-119
SF-021
SF-127
SF-120
SF-12
1SF-951
SF-122
SF-12
3
SF-12
4
SF-019
SF-168
SF-020
I-264
SHORE DR
PRINCESS ANNE RD
S OCEANA BLVDSHORE DR
I-264
HOLLAND RD
LONDON BRIDGE RD
HARPERS RD
S PLAZA TRL
19C
S LYNNHAVEN RD
18
HAYGOOD RD
CE011834Virginia Beach City Pump StationUpgrades, Phase IV
CIP LocationLegend
HRSD Interceptor Force Main
HRSD Interceptor Gravity Main
3Q HRSD Treatment Plant
3SRP HRSD Pressure Reducing Station
3PS HRSD Pump Station
CE011834
/0 4,750 9,500 14,250 19,0002,375
Feet
Project Area
±
± Project Interceptor Line
!]̂ Project Interceptor Point
!]̂ Project Pump Station Point
CIP Project Area
_̂ CIP Interceptor Point
_ CIP Pump Station Point
CIP Abandonment
±
± CIP Interceptor Line
Virginia Beach City Pump Station Upgrades, Phase IV PR_CE011834
System: GeneralType: Locality and Private Property
Driver Category: Capacity ImprovementsProject Status: ProposedRegulatory: Regional Wet Weather Management Plan
PROGRAM CASH FLOW PROJECTION ($,000)
Prog CostExp to
Previous Year FY18 FY19 FY20 FY21 FY22 FY23 FY24 FY25 FY26 FY27
$1,832 $26 $300 $49 $644 $813 $0 $0 $0 $0 $0 $0
PROJECT DESCRIPTION
This project is to complete minor upgrades of three to four existing Virginia Beach pump stations that cannot meet the new pressure policy post-2021. This project must be substantially complete by June 2021.
PROJECT JUSTIFICATION
The project is needed to ensure that the Virginia Beach pump stations can meet HRSD pressure policy when flow is diverted in support of the Chesapeake-Elizabeth plant closure. This project was part of the Chesapeake-Elizabeth offline solution set developed by HRSD, CDM Smith, and Brown and Caldwell assuming a 2-year level of service.
FUNDING TYPE CONTACTS
Funding Type: Cash Contacts-Requesting Dept: EngineeringContacts-Dept Contacts: Laura KirkwoodContacts-Managing Dept: Engineering
PROPOSED SCHEDULE START DATE COST ESTIMATE
PrePlanning 03/01/2017PER 06/01/2017Design Delay 11/01/2017Design 11/01/2017Bid Delay 09/01/2018PreConstruction 09/01/2019Construction 12/01/2019Closeout 04/01/2021
PrePlanning $0PER $131,000Design $244,000PreConstruction $12,000Construction $1,445,000Closeout $0 Est. Program Cost $1,832,000Contingency Budget $366,000
Est. Project Costs $2,198,000
GN014500
CE011824
CE011823CE012100
CE011835
CE011835
CE011835CE011835
CE011835
CE011835 CE011835
CE011835
CE011835CE011835
SF-197
SF-167
SF-117
SF-19
8
SF-128 SF-130SF-022
SF-119
SF-021
SF-127
SF-120
SF-12
1SF-951
SF-122
SF-12
3
SF-12
4
SF-019
SF-168
SF-020
I-264
SHORE DR
PRINCESS ANNE RD
S OCEANA BLVD
21
SHORE DR
I-264
HOLLAND RD
LONDON BRIDGE RD
HARPERS RD
S PLAZA TRL
19C
S LYNNHAVEN RD
18
HAYGOOD RD
CE011835Virginia Beach City Pump StationUpgrades, Phase V
CIP LocationLegend
HRSD Interceptor Force Main
HRSD Interceptor Gravity Main
3Q HRSD Treatment Plant
3SRP HRSD Pressure Reducing Station
3PS HRSD Pump Station
CE011835
/0 4,750 9,500 14,250 19,0002,375
Feet
Project Area
±
± Project Interceptor Line
!]̂ Project Interceptor Point
!]̂ Project Pump Station Point
CIP Project Area
_̂ CIP Interceptor Point
_ CIP Pump Station Point
CIP Abandonment
±
± CIP Interceptor Line
Virginia Beach City Pump Station Upgrades, Phase V PR_CE011835
System: GeneralType: Locality and Private Property
Driver Category: Capacity ImprovementsProject Status: ProposedRegulatory: Regional Wet Weather Management Plan
PROGRAM CASH FLOW PROJECTION ($,000)
Prog CostExp to
Previous Year FY18 FY19 FY20 FY21 FY22 FY23 FY24 FY25 FY26 FY27
$2,264 $32 $359 $64 $819 $989 $0 $0 $0 $0 $0 $0
PROJECT DESCRIPTION
This project is to complete minor upgrades of three to four existing Virginia Beach pump stations that cannot meet the new pressure policy post-2021. This project must be substantially complete by June 2021.
PROJECT JUSTIFICATION
The project is needed to ensure that the Virginia Beach pump stations can meet HRSD pressure policy when flow is diverted in support of the Chesapeake-Elizabeth plant closure. This project was part of the Chesapeake-Elizabeth offline solution set developed by HRSD, CDM Smith, and Brown and Caldwell assuming a 2-year level of service.
FUNDING TYPE CONTACTS
Funding Type: Cash Contacts-Requesting Dept: EngineeringContacts-Dept Contacts: Laura KirkwoodContacts-Managing Dept: Engineering
PROPOSED SCHEDULE START DATE COST ESTIMATE
PrePlanning 03/01/2017PER 06/01/2017Design Delay 11/01/2017Design 11/01/2017Bid Delay 09/01/2018PreConstruction 05/01/2019Construction 10/01/2019Closeout 06/01/2021
PrePlanning $0PER $162,000Design $287,000PreConstruction $16,000Construction $1,799,000Closeout $0 Est. Program Cost $2,264,000Contingency Budget $453,000
Est. Project Costs $2,717,000
CE01
2000
SF-01
6
SG-11
3
I-264
15BI-264
CENTER DR
GREENWICH RDGREENWICH RD
CE012000Poplar Hall Davis Corner Trunk 24-Inch Gravity Sewer Improvements(I-264 VDOT Betterment)
CIP LocationLegend
HRSD Interceptor Force Main
HRSD Interceptor Gravity Main
3Q HRSD Treatment Plant
3SRP HRSD Pressure Reducing Station
3PS HRSD Pump Station
CE012000
/0 130 260 390 52065
Feet
Project Area
±
± Project Interceptor Line
!]̂ Project Interceptor Point
!]̂ Project Pump Station Point
CIP Project Area
_̂ CIP Interceptor Point
_ CIP Pump Station Point
CIP Abandonment
±
± CIP Interceptor Line
Poplar Hall Davis Corner Trunk 24-in GS Imp-I-264 VDOT PR_CE012000
System: Chesapeake-ElizabethType: Pipelines
Driver Category: Aging Infrastructure/RehabilitationProject Status: ProposedRegulatory: None
PROGRAM CASH FLOW PROJECTION ($,000)
Prog CostExp to
Previous Year FY18 FY19 FY20 FY21 FY22 FY23 FY24 FY25 FY26 FY27
$118 $0 $73 $45 $0 $0 $0 $0 $0 $0 $0 $0
PROJECT DESCRIPTION
This project is to replace approximately 250 linear feet of 24 inch gravity pipeline and associated manholes. Project extents are from MH-SG-113-2583 to MH-SG-113-2297.
PROJECT JUSTIFICATION
Condition assessment activities indicate that these assets present a material risk of failure due to physical condition defects. VDOT Project 0264-134-102, C501 (UPC# 17630) presents an opportunity for HRSD to complete this work in a collaborative effort.
FUNDING TYPE CONTACTS
Funding Type: Revenue Bond Contacts-Requesting Dept: EngineeringContacts-Dept Contacts:Contacts-Managing Dept: Engineering
PROPOSED SCHEDULE START DATE COST ESTIMATE
PrePlanning 07/01/2017PER 07/01/2017Design Delay 07/01/2017Design 07/01/2017Bid Delay 12/01/2017PreConstruction 12/01/2017Construction 12/01/2017Closeout 12/01/2018
PrePlanning $0PER $0Design $10,539PreConstruction $0Construction $107,171Closeout $0 Est. Program Cost $117,710Contingency Budget $0
Est. Project Costs $117,710
CE012100 CE012100
CE012100
CE011600
CE012100GN015100
CE011835CE011834CE011833CE011832
CE010400SF-197
SF-19
8
SF-01
6SG-11
3
SF-12
1
SF-11
9
SF-11
8
SG-11
2
I-264
PRINCESS ANNE RD
BAXTER RD
17A
3B
15A 15B
I-264
US-58
VIRGINIA BEACH BLVD
PROVIDENCE RD
N WITC
HDUC
K RD
PROVIDENCE RD
CE012100Southern Blvd and Witchduck RdIFM Improvements
CIP LocationLegend
HRSD Interceptor Force Main
HRSD Interceptor Gravity Main
3Q HRSD Treatment Plant
3SRP HRSD Pressure Reducing Station
3PS HRSD Pump Station
CE012100
/0 1,500 3,000 4,500 6,000750
Feet
Project Area
±
± Project Interceptor Line
!]̂ Project Interceptor Point
!]̂ Project Pump Station Point
CIP Project Area
_̂ CIP Interceptor Point
_ CIP Pump Station Point
CIP Abandonment
±
± CIP Interceptor Line
Southern Blvd and Witchduck Rd IFM Improvements PR_CE012100
System: Chesapeake-ElizabethType: Pipelines
Driver Category: Risk MitigationProject Status: ProposedRegulatory: None
PROGRAM CASH FLOW PROJECTION ($,000)
Prog CostExp to
Previous Year FY18 FY19 FY20 FY21 FY22 FY23 FY24 FY25 FY26 FY27
$2,843 $0 $211 $1,638 $994 $0 $0 $0 $0 $0 $0 $0
PROJECT DESCRIPTION
This project is to slip-line (a) approximately 6,200 linear feet (LF) of 18-inch force main (FM) in the existing 30-inch reinforced concretepipe (RCP) interceptor force main (IFM) (SF-197) between Independence Boulevard (Blvd) Pressure Reducing Station facility and Witchduck Road intersection along the Southern Blvd right-of-way (ROW), and (b) 4,300 LF of 18-inch FM pipe in the 24-inch cast ironIFM (SF-121) along N. Witchduck Road between the Witchduck Road-Southern Blvd and Bonnie Road intersections. The project also calls for the abandonment in place with flowable fill of approximately 8.850 LF of the existing 24-inch RCP FM (SF-117) located between Witchduck Road-Southern Blvd and Newtown Road intersections along the Southern Blvd ROW. In order to abandon this FM, approximately 1,600 LF of new city 6-inch ductile iron FM will be installed to redirect the effluent from Pump Station (PS) #401 Parliament Drive PS facility to an existing sanitary sewer manhole located in the intersection of Leesburg Drive and Coventry Road which is part of PS #405 Carolanne Cherluck service area. Finally, approximately 1,850 LF of city owned 6-inch FM which currently serves PS #401 will be abandoned in place.
PROJECT JUSTIFICATION
Currently, the existing 24-inch and 30-inch interceptor force mains along the Southern Blvd are underutilized with approximately one to three percent of the available capacity being used. Furthermore, the Regional Wet Weather Management Plan (RWWMP) did not identify this corridor as part of the system improvements. This infrastructure was constructed around 1968-69 timeframe and is reaching its useful life. A recent break at the Euclid Road intersection highlighted the risks in operating and maintaining this infrastructure.
FUNDING TYPE CONTACTS
Funding Type: Revenue Bond Contacts-Requesting Dept: Operations-TreatmentContacts-Dept Contacts: Sam McAdooContacts-Managing Dept: Engineering
PROPOSED SCHEDULE START DATE COST ESTIMATE
PrePlanning 07/01/2017PER 09/01/2017Design Delay 02/01/2018Design 02/01/2018Bid Delay 08/01/2018PreConstruction 08/01/2018Construction 11/01/2018Closeout 12/01/2019
PrePlanning $24,000PER $70,000Design $140,000PreConstruction $24,000Construction $2,585,000Closeout $0 Est. Program Cost $2,843,000Contingency Budget $462,000
Est. Project Costs $3,305,000