Program Delivery Plan

SECTION 3. SOUTH BASIN PROJECTS
3.4.3 SFL-C-0003 (Multiple PSs - Burbank Drive – Siegen Lane)
Project Description
Purpose of the Project/Project Background
The following pump stations will be replaced in this project: PS 118, PS 221, PS 358, BPS 999,
PS 239, and PS 229. 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
The locations of the pump stations are shown in Table 3-18 and in Figure 3-31.
Scope
The scope of the pump station replacements is shown in Table 3-18. BPS 999 will be
converted from an in-line booster pump station to a wet well pump station.
TABLE 3-18
SFL-C-0003 (Multiple Pump Stations - Burbank Drive - Siegen Lane) – Pump Station Information
PS No.
Location
Existing Max.
Capacity
(GPM)
Future Peak Wet
Weather Flow
(GPM)
Dry
Weather
(GPM)
Comments
PS 118
Near Rue Crozat and Rue
Desiree
417 909 171
PS 221 Near Barkley and Mirkwood 694 1,058 232
PS 358
BPS 999
PS 239
PS 229
Old Perkins Road, near
Oakbrook Road
Siegen Road, near Quail
Ridge
Near Neil Avenue and
Highland Knoll Court
Near intersection of
Rendale Avenue and
Brookhollow Drive
208 235 29
6,250 8,855 1,962 Will be converted
from in-line to wet
well.
69 168 48
278 694 202
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 $4,100,000.
Scheduled Design Appropriation Year is 2011.
Scheduled Construction Appropriation Year is 2012.
Design and Construction has not started.
GNV31031158547.DOCX/103440004 3-73 JANUARY 2011
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