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Program Delivery Plan

Program Delivery Plan - Baton Rouge Department of Public Works ...

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SECTION 3. SOUTH BASIN PROJECTS<br />

3.4.6 SFL-C-0006 (Nicholson Drive – Highland Road – Perkins Road Capacity<br />

Improvements)<br />

Project Description<br />

Purpose of the Project / Project Background<br />

The SFL-C-0006 (Nicholson Drive – Highland Road –Perkins Road Capacity Improvements)<br />

project consists of forcemain and gravity upgrades in the South Forced Lower Basin. The<br />

project has been divided into two phases during construction for ease of execution: Phase A<br />

- Willow Grove Capacity Improvements and Phase B – Nicholson Drive – Highland Road –<br />

Perkins Road Capacity Improvements.<br />

The Phase A (Willow Grove Capacity Improvements) project consists of forcemain and<br />

gravity upgrades in the South Forced Lower Basin. This project includes the upsizing of<br />

forcemain and gravity mains in an area that extends east to the intersection of Siegen Lane<br />

and South Mall Drive and also to south to Perkins Road. The upgrades are designed to<br />

alleviate chronic SSOs at the pump stations and increase the gravity main capacity. The<br />

upgrades range in size from 8 inches to 18 inches in diameter.<br />

The Phase B (Nicholson Drive – Highland Road – Perkins Road Capacity Improvements)<br />

project consists of forcemain and gravity upgrades in the South Forced Lower Basin. This<br />

project includes the upsizing of forcemain and gravity mains in an area that extends north<br />

to the intersection of Jefferson Highway and Tiger Bend Road and continues south to the<br />

South WWTP on Gardere Lane. The upgrades are designed to alleviate chronic SSOs at the<br />

pump stations and increase the gravity main capacity. The upgrades range in size from 6<br />

inches to 24 inches in diameter.<br />

Location – Phase A<br />

The Phase A (Willow Grove Capacity Improvements) project involves the replacement of<br />

portions of the South Forced Lower forcemain and gravity systems as shown in Figures 3-<br />

34A. The majority of the contributing flows are from residential areas. The upgrades can be<br />

broken into the following segments.<br />

Forcemain segment PS 223 to SS312 starts at PS 223, which is at the intersection of Roy<br />

Emerson Drive and Don Budge Avenue, and travels overland to node SS312, which is on the<br />

corner of Lew Hoad Avenue.<br />

Forcemain segment Willow Grove added to the PDP at the request of the DPW. Forcemain<br />

starts from Willow Grove forcemain connection to existing 10-inch forcemain at the north<br />

side of KCS railroad. New 12-inch forcemain follows KCS railroad easterly direction<br />

approximately 1,600 LF and then crosses to the north side of Ward Creek. Approximately<br />

600 LF runs parallels to Ward Creek and extends all the way to PS944. Crosses at south side<br />

of the Ward Creek near Siegen Lane overpass and connects to existing 18-inch forcemain.<br />

The existing 14-inch crossing will be abandoned.<br />

Gravity segment 944-01006 to PS 944 begins near the intersection of Mint Drive and<br />

Buttercup Drive and runs east along a drainage path to PS 944, located near the intersection<br />

of Andrea Drive and South Mall Drive.<br />

GNV31031158547.DOCX/103440004 3-79 JANUARY 2011<br />

REV. 5

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