Program Delivery Plan

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SECTION 5. NORTH BASIN PROJECTS 5.4.2 NFE-C-0002 (Sullivan Road/Lovett Road/Wax Road Sewer Area Upgrades) Project Description Purpose of the Project/Project Background The purpose of NFE-C-0002 (Sullivan Road/Lovett Road/Wax Road Sewer Area Upgrades) project is to replace PS 230, PS 282, and PS 187 to alleviate SSOs at and near the pump stations. This project also includes the upsizing of the forcemains from the three (3) pump stations as well as the gravity sewer that feeds PS 230. This project was originally designated as the NFE- C-0002 (Multiple Pump Stations – Lovett Road Area) project in the October 2008 PDP. Location The locations of the pump stations is described in Table 5-7 and shown along with the forcemain locations in Figure 5-11. Gravity segment 230-00009 to PS 230 begins at manhole 230-00009, which is located near the intersection of Stoneway Place and Shoe Creek Drive, and travels south along Shoe Creek Drive to Morgan Meadow Avenue, where it then parallels Morgan Meadow Avenue in a westerly direction to PS 230, which is located on Morgan Meadow Avenue in between its intersection with Shoe Creek Drive and Sagefield Drive. Forcemain segment PS 230 to 230-00015 begins at PS 230, describe above, and follows Morgan Meadow Avenue in a westerly direction to its intersection with Sagefield Drive, where it then parallels Sagefield Drive in a southerly direction to its termination point at manhole 230-00015, which is located on Sagefield Drive, approximately halfway in between Morgan Meadow Avenue and Conwood Avenue. Forcemain segment PS 187 to NS6402 begins at PS 187, located near the intersection of Clear Oak Avenue and Oak Meadow Drive, goes east down Clear Oak Avenue then turns north on Woods Edge Drive and terminates at node NS6402, located near the intersection of Woods Edge Drive and Sullivan Road. Forcemain segment PS 282 to NS6305 begins at PS 282, located at the end of Regent Avenue near the intersection of Regent Avenue and Trendale Drive, goes west through a wooded area crossing Beaver Bayou, and connects to the existing forcemain. Scope The scope of this project includes three pump station replacements, approximately 4,200 feet of 6-inch and 8-inch forcemain, and approximately 2,100 feet of 12-inch gravity sewer. The detailed scope is shown in Tables 5-7 and 5-8. TABLE 5-7 NFE-C-0002 (Sullivan Road/Lovett Road/Wax Road Sewer Area Upgrades) - Pump Station Information Existing Max Future Peak Wet Dry Capacity Weather Flow Weather (GPM) (GPM) (GPM) PS No. PS 230 PS 282 PS 187 Location Morgan Meadow Ave, near the intersection of Shoe Creek Drive Regent Ave, near the intersection of Trendale Drive Clear Oak Ave, near the intersection of Oak Meadow Drive 417 1,229 146 127 924 42 139 382 87 Comments 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. GNV31031158552.DOCX/103470004 5-28 JANUARY 2011 REV. 5
SECTION 5. NORTH BASIN PROJECTS TABLE 5-8 NFE-C-0002 (Sullivan Road/Lovett Road/Wax Road) – Pipeline Information US Node DS Node Length (ft) Existing Diameter (in) Proposed Diameter (in) Comments 230-00009 PS230 2,100 8 12 Gravity segment PS230 230-00015 1,200 6 8 PS187 NS6402 1,100 4 6 PS282 NS6305 1,900 4 8 Note: The existing pipe sizes and lengths were obtained from the BTRSSO hydraulic model. Total Bid Amount is $2,200,000. Design was appropriated in 2007. Construction Appropriation Year was 2008. Construction is On-Going. GNV31031158552.DOCX/103470004 5-29 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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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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SECTION 3. SOUTH BASIN PROJECTS TAB
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SECTION 3. SOUTH BASIN PROJECTS For
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Antioch # # PS287 # Exchequer # PS3
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SECTION 3. SOUTH BASIN PROJECTS
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SECTION 4. CENTRAL BASIN PROJECTS T
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3rd Lupine 9th 15th 15th 16th 17th
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SECTION 4. CENTRAL BASIN PROJECTS T
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21st 22nd West East 47th 48th 49th
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SECTION 4. CENTRAL BASIN PROJECTS G
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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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