Program Delivery Plan

SECTION 3. SOUTH BASIN PROJECTS
3.2.6 SGC-C-0001 (Florida Blvd PS Improvements)
Project Description
Purpose of the Project / Project Background
The SGC-C-0001 (Florida Blvd PS Improvements) project includes those improvements that
were previously included in SGU-C-0001 (Multiple Pump Stations-Florida Blvd - Sherwood
Forest Blvd) and SGC-C-0001 (Airline Highway - Florida Blvd PS 30 Improvements and new
pump station). This combined project includes upgrades of PS 13, PS 16, PS 18, PS 21, PS 30,
PS 31, PS 50, and PS 66, and the construction of a new pump station (PS 5xx) to alleviate
SSOs in their upstream basins.
PS 51 was originally part of the SGU-C-0001 (Multiple PSs – Florida Blvd – Sherwood Forest
Blvd) project and was moved to the NFW-C-0002 (Choctaw Storage and Pump Station
Facility) project.
Location
The locations for the pump stations are presented in Table 3-4 and are shown in Figure 3-15.
Scope
The scope of this project is described in Table 3-4. PS 13, PS 16, PS 18, PS 21, PS 30, PS 31, PS 50,
and PS 66 will be replaced. The new pump station (PS 5xx) will be located at or near manhole 058-
01106, conveying all flow from the gravity system upstream directly to PS 58 through a new 30-
inch forcemain will be constructed as part of project SGC-C-0002 (Airline Highway Pipeline
Improvements) project. This new pump station and forcemain will be constructed to alleviate
peak wet weather flow exceedances in the gravity system downstream of the new pump station.
TABLE 3-4
SGC-C-0001 (Florida Blvd Pump Station Improvements) – Pump Station Information
Future Peak
Existing Max. Wet Weather
Capacity (GPM) Flow (GPM)
PS No.
PS 13
PS 16
PS 18
PS 21
PS 31
PS 50
PS 66
PS 30
New PS
(PS 5xx)
Location
Intersection of Elizabeth Drive and
River Oaks Drive
Intersection of Great Smokey
Avenue and JoAnne Drive
Intersection of Monterrey Avenue
and Swingalong Avenue
Near Florida Blvd. at intersection
of Shelby Drive
Goodwood Boulevard near
Havenwood Boulevard
Intersection Major Oaks Road and
Sherwood Forest Boulevard
Comal Drive, near intersection of
Erlanger Drive
Tom Drive near intersection of
Dallas Drive
North of Tara Boulevard and Old
Hammond Highway
Dry
Weather
Flow
1,042 1,389 158
972 1,249 187
625 777 44.4
1,389 2,249 619
2,083 7,500 1,330
7,291 21,375 4,190
833 1,937 556
624 1,096 273
Comments
New 19,543 3,145 Located at or near
MH 058-01106
Note: The existing maximum capacity for the existing pump stations was 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 $ 14,500,000.
Scheduled Design Appropriation Year is 2010.
Scheduled Construction Appropriation Year is 2012.
Design and Construction Not Started.
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