Program Delivery Plan

SECTION 3. SOUTH BASIN PROJECTS
TABLE 3-12
SGL-C-0002 (Multiple Pump Stations - Highland Road - Kenilworth Parkway) – Pump Station Information
PS No.
Location
Existing Max.
Capacity
(GPM)
Future Peak Wet
Weather Flow
(GPM)
Dry Weather
(GPM)
PS 27
PS 74
PS 302
LSU PS
Intersection of Ridgehaven Avenue and
Burbank Drive
Northeast of Pecan Tree Drive and Jade
Avenue intersection
Southwest of Bluebonnet Boulevard and
Highland Road intersection
Near Intersection of Stadium Dr. and
Nicholson Dr.
382 382 80
568 568 167
5,150 5,150 915
N/A 6,940 4,000
Note: Estimated total dynamic head (TDH) for PS 120, PS 329, PS 40, PS 53A, PS 56, PS 68, PS 102, and LSU PS
based on the Pump Station Design Requirements Hazen-Williams “C” value, rather than InfoWorks model “C” value.
The TDH for PS 302, PS 27, and PS 74 is based on these pump stations being manifolded together and their design
flow. 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 $8,900,000.
Scheduled Design Appropriation Year is 2010.
Scheduled Construction Appropriation Year is 2012.
Design is On-Going.
GNV31031158547.DOCX/103440004 3-51 JANUARY 2011
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