Program Delivery Plan

SECTION 5. NORTH BASIN PROJECTS
5.2.3 NGS-C-0003 (Plank Road Pump Station Improvements)
Project Description
Purpose of the Project / Project Background
The NGS-C-0003 (Plank Road Pump Station Improvements) Project includes the
replacement of PS 127, PS 129, PS 38, PS 63, PS 64, PS 244, PS 44, PS 75, and PS 80. This
project is the combination of NGS-C-0003 (Multiple PS – Plank Road – Thomas Road) and
NGS-C-0004 (Multiple PS-Plank Road-Harding Boulevard) from the October 2008 PDP. The
combined project has been designated NGS-C-0003 (Plank Road Pump Station
Improvements) project and is described in this section.
The pump station replacements will work in conjunction with the forcemain and gravity
sewer upgrades in the North Gravity Basin projects to alleviate chronic SSOs at the pump
stations and in the gravity basins upstream of the pump stations.
The upgrades will also allow the pump stations to handle future peak wet weather flows that
modeling predicts will equal or exceed the existing maximum capacities.
Location
The locations of the pump stations are given in Table 5-3 and in Figure 5-6.
Scope
This project includes the replacement of the nine pump stations shown in Table 5-3.
TABLE 5-3
NGS-C-0003 (Plank Road Pump Station Improvements) – Pump Station Information
Existing Max
Capacity
Future Peak Wet
Weather Flow
Dry
Weather
PS No.
Location
(GPM) (GPM) (GPM)
PS 127 Gibbens Road, near intersection of Gore Road 1,805 1,805 308
PS 129
Near the intersection of Wynell Drive and Lebrent
Avenue
417 417 68
PS 38 Desoto Drive, near Clifford Seymour Senior Park 1,389 1,389 186
PS 63 Near the intersection of Groom Road and Georgia 7,152 12,492 2,586
Street
PS 64 Near the intersection of Cypress Street and South 1,319 1,640 567
Street
PS 244 Near the intersection of Captain Ryan Drive and 972 3,865 181
General Chennault Drive
PS 44 Near the intersection of Oriole Street and Thelma 11,180 11,180 1,558
Street
PS 75 Near the intersection of 72nd Avenue and
278 278 49
Yorkshire Street
PS 80 Near the intersection of St. Peter Avenue and
Kleinpeter Road
417 694 0
Note: The existing maximum capacities for the PSs were obtained from the DPW Field Pump Station Maintenance
reference guide. The future peak wet weather flows were obtained from the BTRSSO hydraulic model.
Total Construction Bid Amount is $9, 300,000.
Scheduled Design Appropriation Year is 2011.
Scheduled Construction Appropriation year is 2012.
Design and Construction has Not Started.
GNV31031158552.DOCX/103470004 5-15 JANUARY 2011
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