Program Delivery Plan

SECTION 3. SOUTH BASIN PROJECTS
3.4.4 SFL-C-0004 (Group Project 2 – Old Perkins – Highland Road Area Sewer
Upgrades)
Project Description
Purpose of the Project/Project Background
The following pump stations will be replaced in this project: PS 182, PS 223, PS 327, PS 353,
PS 278, PS 372, and PS 365. The new pump stations will work in conjunction with forcemain
upgrades in other South Forced Lower Basin projects to alleviate chronic SSOs at and near
these pump stations.
The upgrades will also allow the pump stations to handle future peak wet weather flows that
are predicted by the model to exceed the existing maximum capacities.
Location
Table 3-19 and Figure 3-32 show the locations of the pump stations in this project. These
pump stations are generally located in the area of Jefferson Highway and Highland Road.
Scope
Table 3-19 shows the detailed scope of this project.
TABLE 3-19
SFL-C-0004 (Group Project 2 – Old Perkins – Highland Road Area Sewer Upgrades) – Pump Station Information
PS No.
Location
Existing Max.
Capacity
(GPM)
Future Peak
Wet Weather
Flow (GPM)
Dry
Weather
(GPM)
PS 182 Near YMCA Plaza Drive 208 417 148
Comments
PS 223
PS 327
PS 353
Intersection of Don Budge
Avenue and Backcourt Drive
Intersection of Alder Drive and
Crepe Myrtle Drive
Intersection of Azalea Lakes
Avenue and Lake Iris Avenue
278 795 168
278 369 44
486 537 49
PS 278 Near Bainbridge Avenue 347 764 174
PS 372
PS 365
Intersection of West Lake
Terrace Drive and Lake Tulip
Avenue
Intersection of Sugar Mill
Avenue and Umbehagen Lane
278 544 314
1,528 4,155 762
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 $3,476,000.
Scheduled Design Appropriation Year was 2008.
Scheduled Construction Appropriation Year was 2009.
Construction is on-going.
GNV31031158547.DOCX/103440004 3-75 JANUARY 2011
REV. 5