Program Delivery Plan

SECTION 4. CENTRAL BASIN PROJECTS
4.2.14 CC-EAST-PS (Central Consolidated PSs)
Project Description
Purpose of the Project/Project Background
The CC-EAST-PS (Central Consolidated Pump Stations) Project involves the design and
construction of nine pump stations (PS 2, PS 3, PS 4, PS 5, PS 6, PS 7, PS 10, PS 91, and the
Glasgow Pump Station). Three pump stations (PS 2, PS 7, and PS 10) are to be interconnected
in a network that will discharge into PS 5. PS 5 will pump directly to the South WWTP via a
new large forcemain following completion of construction of the South WWTP – Phase I
project, which is currently in the design phase. PS 3, PS 91, and the Glasgow Pump Station
will each pump independently to PS 5 through two separate new forcemains. PS 4 pumps to
PS 3 through an existing forcemain. PS 6 will pump through a new 12–inch forcemain that
will replace the existing forcemain from PS 6 along Stanford Avenue northeast to node PS 6DS
(MH 002-01393), located near the intersection of South Lakeshore Drive and Stanford Avenue.
The forcemains from PS 2, PS 3, PS 5, PS 7, and PS 10 will be constructed as part of the
CC-EAST-FM (Central Consolidated Forcemains) project. The forcemains from PS 6, PS 91,
and the Glasgow Pump Station will be constructed as part of the CGS-C-0004 (Highland
Road – Buchanan Street Sewer Area Upgrades) project.
Location
The CC-EAST-PS (Consolidated Pump Stations) project is primarily located in the Central
Baton Rouge area. Detailed location descriptions of the required capacity improvements are
presented in Table 4-10and are shown in Figure 4-16.
Scope
The scope of this project is shown in Table 4-8.
TABLE 4-8
CC-EAST-PS (Central Consolidated PSs) – Pump Station Information
PS No.
Location
Existing Max
Capacity
(GPM)
Future Peak Wet
Weather Flow
(GPM)
Dry Weather
(GPM)
PS 2 Claycut Bayou 3,819 6,458 1,481
PS 3 Acadian Thruway, near Bawell Street 3,958 16,436 2,094
PS 4
Claycut Road near the intersection at
3,819 8,055 1,042
Bienville Street
PS 5 Valley Street and Perkins Road 903 29,720 5,589
PS 6 Stanford Ave and Lakeshore Drive 347 1,805 351
PS 7
Dalrymple Drive, near the intersection at E 720 1,180 140
Washington Street
PS10
East Lakeshore Drive, near southeastern 500 1,479 92
corner of City Park
PS 91
Concord Drive near the intersection with
500 1,517 294
Lexington Drive
Southdowns
Pump Station
Glasgow Avenue near the intersection with
Tupelo Drive
New 1,800 N/A
Note: The existing maximum capacities for the PSs were obtained from the DPW Field Pump Station Maintenance
reference guide. The future peak wet weather flow was obtained from the BTRSSO hydraulic model.
Total Construction Bid Amount is $16,600,000.
Scheduled Design Appropriation Year was 2009.
Scheduled Construction Appropriation Year was 2010.
Design is On-Going.
GNV31031158548.DOCX/103440008 4-36 JANUARY 2011
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