Program Delivery Plan

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SECTION 4. CENTRAL BASIN PROJECTS 4.2.15 CC–WWTP-FM (PS 42 FM) Project Description Purpose of the Project/Project Background The CC–WWTP-FM (PS 42 FM) project includes the design and construction of the forcemain to convey flow from PS 42 FM to the South WWTP. In addition, forcemains will be constructed from the proposed LSU pump station to PS 42 and from PS 505 to the PS42 FM. This project also includes segments of two other separate forcemains that are part of the SFL-C-0006 (Highland Road – Burbank Drive Capacity Improvements) project and the SGC- C-PS58A (Pump Station 58 Replacement) project. The project purpose is to redirect flows within the Central Basin to the South WWTP and accommodate upgrades within the South Basin following completion of construction of the South WWTP – Phase I project, which is currently in the design phase. Location The location of this project is shown in Figure 4-17. The forcemain will start out as a 42-inch pipe from the new PS 42 and will parallel the west side of the railroad tracks, west of Nicholson Drive. The forcemain turns west and follows Aster Street to West Chimes Street. The forcemain then follows West Chimes Street onto the LSU campus. The forcemain parallels the west side of Upper Bayou Fountain, crossing Skip Bertman Drive, and turns east just south of the LSU Football practice facilities. The forcemain crosses the railroad tracks at Nicholson Drive and parallels the east side of Nicholson Drive to Gourrier Avenue. The forcemain follows Gourrier Avenue, crosses Parker Boulevard then turns south on Dodson Avenue, and then crosses East Boyd and continues to Jennifer Jean Drive. At the rear of Jennifer Jean Drive, the forcemain follows Jennifer Jean Drive to Burbank Drive. The forcemain continues along the east side of Burbank Drive to the intersection of Lee Drive. At Burbank Drive and Lee Drive, the forcemain will increase in size to 54-inch due to the forcemain from the CC-East-FM (Central Consolidated Forcemains) project joining this forcemain at that point. The 54-inch forcemain will run from Burbank Drive east to Gardere Lane, where it will follow the right-of-way that parallels Gardere Lane roughly south to the South WWTP. At Burbank Drive, the 64-inch forcemain from the SGC-C-PS58A (PS 58 Replacement) project and the 60-inch forcemain from the SFL-C-0005 (Highland Road - Burbank Drive Capacity Improvements) project will also be constructed all of the way to the South WWTP in the right-of-way parallel to the Staring Lane extension. This project also includes the construction of a 20-inch forcemain from the new LSU pump station being constructed as a part of the Master <strong>Plan</strong> SGL-C-0002 (Multiple PS – Highland Road – Kenilworth Parkway – LSU Pump Station) project to PS 42. This forcemain will parallel the 48 inch forcemain alignment. In addition, a new 16-inch forcemain will be constructed from PS505A along the new Ben Hur Road to Burbank Drive, where it will tie in to the 54-inch forcemain. Scope The scope of this project is shown in Table 4-9. The project includes approximately 49,400 feet of new forcemain sewer pipe ranging in diameter from 16 inches to 64 inches. GNV31031158548.DOCX/103440008 4-38 JANUARY 2011 REV. 5
SECTION 4. CENTRAL BASIN PROJECTS TABLE 4-9 CC-WWTP-FM (PS42 FM) – Pipeline Information US Node PS505A DS Node Ben Hur/ Burbank Length (ft) Existing Diameter (in) Proposed Diameter (in) 3,400 New 16 LSU PS PS 42 6,900 New 20 PS 42 Lee/Burbank 18,000 New 48 Lee/Burbank SWWTP 18,000 New 54 Staring Lane/ Burbank SWWTP 6,300 New 60 Staring Lane /Burbank SWWTP 3,700 New 64 Comments Note: The pipe lengths were obtained from the BTRSSO hydraulic model. Total Construction Bid Amount is $25,000,000. Scheduled Design Appropriation Year was 2009. Scheduled Construction Appropriation Year was 2010. Design is On-Going. GNV31031158548.DOCX/103440008 4-39 JANUARY 2011 REV. 5
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Program Delivery Plan Sanitary Sewe
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CONTENTS, CONTINUED Section Page 3.
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CONTENTS, CONTINUED Section Page 5.
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CONTENTS, CONTINUED Tables Page 3-2
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CONTENTS, CONTINUED Figures Page ES
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CONTENTS, CONTINUED Figures Page 5-
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EXECUTIVE SUMMARY Accommodate gr
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Avenue K F 3rd 3rd 6th Lupine 9th 1
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EXECUTIVE SUMMARY Station Facility
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EXECUTIVE SUMMARY List of Completed
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EXECUTIVE SUMMARY TABLE ES-3 List o
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SECTION 1 Overview 1.1 Background T
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SECTION 1. OVERVIEW 1.3.2 Capacity
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TABLE 1-1 Project Funding Schedule
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FIGURE 1-1 Program Funding Schedule
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FIGURE 1-2 Program Schedule Program
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SECTION 2 Planning Description 2.1
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SECTION 2. PLANNING DESCRIPTION imp
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SECTION 3 South Basin Projects Sect
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SECTION 3. SOUTH BASIN PROJECTS 3.1
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Energy Whitter Lobdell Cyril Carter
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Lobdell Crown Cyril Carter Lasalle
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48th 49th Elm Topaz Garnet Waverly
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Brookstown Topaz Garnet Juban Evang
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Burbank Wylie Kenilworth Kenilworth
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Issac Cline Etta Campus Dean Lee Pr
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Frances Harriet Monterrey Redondo C
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Marilyn Elizabeth Brocade Aletha Ma
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SECTION 3. SOUTH BASIN PROJECTS Sco
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Whitter Monet Lobdell Lanier Cyril
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I-10 Essen Heights Essen Heights #I
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Burbank PS58_n6 !R Lochness Clover
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# Pollard Picardy Blair Summa # PS3
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Samoa PS58A PS58 # Essen Park One C
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Corporate Woodstock Moniteau Bocage
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SECTION 3. SOUTH BASIN PROJECTS TAB
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Mimosa Orchid Poplar Tupello Perkin
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SECTION 3. SOUTH BASIN PROJECTS For
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Antioch # # PS287 # Exchequer # PS3
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Greenway Rome Airway Vega Monterrey
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SECTION 5. NORTH BASIN PROJECTS TAB
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SECTION 5. NORTH BASIN PROJECTS 5.4
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# PRIVATETMT # Port Hudson-Pride !R
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Burrel # PRIVATETMT PS357 # Port Hu
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Foster Cora # # Yancy # PS78 # # PS
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SECTION 5. NORTH BASIN PROJECTS Thi
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SECTION 5. NORTH BASIN PROJECTS Pla
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SECTION 6. EMERGENCY GENERATORS TAB
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SECTION 6. EMERGENCY GENERATORS Thi
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APPENDIX A Existing Pump Stations a
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Appendix B PDP Lift Stations
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APPENDIX B PDP Lift Stations; Baton
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APPENDIX B PDP Lift Stations; Baton
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SECTION 7. SUPERVISORY CONTROL AND
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Program Delivery Plan

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