Program Delivery Plan

Program Delivery Plan
Sanitary Sewer Overflow (SSO)
Control and Wastewater Facilities Program
Prepared for
City of Baton Rouge/East Baton Rouge Parish
Department of Public Works
Prepared by
In association with
SIGMA Consulting Group, Inc.
ILSI Engineering
WBG121410141812GNV
January 2011 • Revision 5

Contents
Section
Page
Executive Summary ...................................................................................................................... ES-1
1BOverview ......................................................................................................................... ES-1
Program Description ........................................................................................................ ES-2
3BCComprehensive Rehabilitation Projects ........................................................... ES-2
4BCapacity Improvement Projects ........................................................................ ES-2
Wastewater Treatment Improvements/Storage Projects .............................. ES-7
Preliminary Master Plan Projects ...................................................................... ES-8
List of Completed Project, Active Projects, and Projects to be Appropriated
in 2011 .............................................................................................................................. ES-11
Functionally Completed Projects .................................................................... ES-11
Active Projects .................................................................................................... ES-11
Projects for 2011 ................................................................................................. ES-13
1 Overview .............................................................................................................................. 1-1
1.1 Background ............................................................................................................. 1-1
1.2 Major Program Goals ............................................................................................. 1-1
1.3 Program Description .............................................................................................. 1-2
1.3.1 Comprehensive Rehabilitation Projects .................................................. 1-2
1.3.2 Capacity Improvement Projects ............................................................... 1-3
1.3.3 Wastewater Treatment Improvement/Storage Projects ....................... 1-3
1.4 Project Delivery Summary .................................................................................... 1-3
1.5 Report Contents ...................................................................................................... 1-4
2 Planning Description ......................................................................................................... 2-1
2.1 Planning Overview ................................................................................................ 2-1
2.2 Comprehensive Rehabilitation Planning ............................................................ 2-1
2.3 Capacity Improvement Planning ......................................................................... 2-1
2.4 Wastewater Treatment/Storage Planning .......................................................... 2-2
3 South Basin Projects .......................................................................................................... 3-1
3.1 South Gravity System Comprehensive Rehabilitation Projects ....................... 3-7
3.1.1 SGC-R-0001a, SCG-R-001b, SGC-R-0002a, SGC-R-0002b,
SGC-R-0003, SGC-R-0004, SGL-R-0001, SGL-R-0002, SGL-R-0003,
SGU-R-0001, SGU-R-0002, SGU-R-0003 ................................................. 3-7
3.2 South Gravity System Capacity Improvements Projects ................................... 23
3.2.1 SGU-C-0001 (Multiple PSs - Florida Blvd - Sherwood Forest
Blvd) .......................................................................................................... 3-23
3.2.2 SGU-C-0002 (Airline Highway - Interstate 12) .................................... 3-23
3.2.3 SGU-C-0003 (Sherwood Forest Blvd- Goodwood Blvd Pipeline
Improvements) ......................................................................................... 3-23
3.2.4 SGU-C-0004 (Goodwood Blvd - South Flannery Road) ..................... 3-28
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CONTENTS, CONTINUED
Section
Page
3.2.5 SGU-C-0005 (Oak Villa Blvd - Monterey Blvd Sewer Area
Upgrades) ................................................................................................. 3-28
3.2.6 SGC-C-0001 (Florida Blvd PS Improvements) .................................... 3-31
3.2.7 SGC-C-0002 (Airline Highway Pipeline Improvements) .................. 3-33
3.2.8 SGC-C-0003 (Essen Lane - Interstate 12) .............................................. 3-40
3.2.9 SGC-C-PS58A (Pump Station 58 Replacement) .................................. 3-40
3.2.10 SGC-C-PS58FM-A (Staring Lane FM - Phase I – Burbank Drive to
Highland Road) ....................................................................................... 3-42
3.2.11 SGC-C-PS58FM-B (Staring Lane FM-Phase II – Highland Road to
Perkins Road) ........................................................................................... 3-44
3.2.12 SGC-C-PS58FM-C (Staring Lane FM-Phase III – Perkins Road to
PS 58) ......................................................................................................... 3-46
3.2.13 SGC-C-PS119 (Citiplace/Essen Area PS 119 and Forcemain
Improvements) ......................................................................................... 3-48
3.2.14 SGL-C-0001 (Essen/Staring Area PS 57 Improvements) ................... 3-50
3.2.15 SGL-C-0002 (Multiple PSs – Highland Road – Kenilworth
Parkway) ................................................................................................... 3-50
3.2.16 SGL-C-0003 (Highland Road Pipeline Improvements) ...................... 3-53
3.2.17 SGL-C-0004 (Highland Road – Lee Drive) ........................................... 3-59
3.2.18 SGL-C-0005 (Bayou Duplantier Area Sewer Upgrades) .................... 3-59
3.3 South Forced System Comprehensive Rehabilitation Projects ...................... 3-63
3.3.1 SFL-R-0001, SFL-R-0002, SFL-R-0003, AND SFU-R-0001................... 3-63
3.4 South Forced System Capacity Improvements Projects ................................. 3-69
3.4.1 SFL-C-0001 (Multiple PSs – Nicholson Drive – Brightside Drive) ... 3-69
3.4.2 SFL-C-0002 (Perkins/Old Perkins Area BPS 514 Improvements) .... 3-71
3.4.3 SFL-C-0003 (Multiple PSs - Burbank Drive – Siegen Lane) ............... 3-73
3.4.4 SFL-C-0004 (Group Project 2 – Old Perkins – Highland Road
Area Sewer Upgrades) ............................................................................ 3-75
3.4.5 SFL-C-0005 (Highland Road – Burbank Drive Capacity
Improvements) ......................................................................................... 3-77
3.4.6 SFL-C-0006 (Nicholson Drive – Highland Road – Perkins Road
Capacity Improvements) ........................................................................ 3-79
3.4.7 SFU-C-0001 (Multiple PSs – Jefferson Highway – Park Forest
Drive) ........................................................................................................ 3-87
3.4.8 SFU-C-0002a (O’Neal Lane Pump Stations Group A) ........................ 3-89
3.4.9 SFU-C-0002b (O’Neal Lane Pump Stations Group B) ........................ 3-91
3.4.10 SFU-C-0003 (Multiple PSs – O’Neal Lane – Interstate 12) ................. 3-93
3.4.11 SFU-C-0004 (Multiple Pump Stations – O’Neal Lane – South
Harrell’s Ferry Road) .............................................................................. 3-93
3.4.12 SFU-C-0005 (O’Neal Lane Pipeline Improvements) ........................... 3-93
3.4.13 SFU-C-0006 (O’Neal Lane – Tiger Bend Road) ................................. 3-100
3.5 South WWTP Projects ........................................................................................ 3-101
3.5.1 STP-C-0001 South WWTP – Phase 1 ................................................... 3-101
3.5.2 STP-C-0002 South WWTP – Phase 2 ................................................... 3-105
3.5.3 South WWTP Immediate Action Projects .......................................... 3-107
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CONTENTS, CONTINUED
Section
Page
4 Central Basin Projects ........................................................................................................ 4-1
4.1 Central Gravity System Comprehensive Rehabilitation Projects .................... 4-7
4.1.1 CGS-R-0001, CGS-R-0002, CGS-R-0003, CGS-R-0004, CGS-R-0005,
CGN-R-0001a, CGN-R-0001b, and CGN-R-0002 .................................. 4-7
4.2 Central Gravity System Capacity Improvements Projects ............................. 4-17
4.2.1 CGN-C-0001 (Capital Lake Drive – Gayosa Street Area Capacity
Improvements) ......................................................................................... 4-17
4.2.2 CGN-C-0002 (25 th Street – North Acadian Thruway).......................... 4-20
4.2.3 CGN-C-0003 (South Boulevard – St. Joseph Street Sewer Area
Upgrades) ................................................................................................. 4-21
4.2.4 CGN-C-0004 (Downtown Area –PS 59 Improvements) ...................... 4-25
4.2.5 CGN-C-0005 (Downtown Area Pump Station Improvements) ......... 4-25
4.2.6 CGS-C-0001 (Roosevelt Street Area – PS 1 Improvements) ................ 4-27
4.2.7 CGS-C-0002 (University Lake Area – PS2, PS5, and PS6
Improvements) ......................................................................................... 4-27
4.2.8 CGS-C-0003 (Acadian/Claycut Area – PS3 and PS4
Improvements) ......................................................................................... 4-27
4.2.9 CGS-C-0004 (Highland Road – Buchanan Street Area Sewer
Upgrades) ................................................................................................. 4-27
4.2.10 CGS-C-0005 (Stanford Avenue – Ferndale Avenue) .......................... 4-31
4.2.11 CGS-C-0006 (Government Street – South Acadian Thruway
Sewer Area Upgrades) ........................................................................... 4-31
4.2.12 CGS-C-0007 (Central Storage/Equalization) ....................................... 4-34
4.2.13 CC-WWTP-PS (PS 42) ............................................................................. 4-34
4.2.14 CC-EAST-PS (Central Consolidated PSs) ............................................ 4-36
4.2.15 CC–WWTP-FM (PS 42 FM) .................................................................... 4-38
4.2.16 CC-EAST-FM (Central Consolidated FM) ........................................... 4-41
5 North Basin Projects .......................................................................................................... 5-1
5.1 North Gravity System Comprehensive Rehabilitation Projects ...................... 5-7
5.1.1 NGS-R-0001 and NGS-R-0002 ................................................................... 5-7
5.2 North Gravity System Capacity Improvements Projects ................................ 5-11
5.2.1 NGS-C-0001 (Progress Road – Baton Rouge Metro Airport) ............. 5-11
5.2.2 NGS-C-0002 (Plank Road – Kleinpeter Road Sewer Area
Upgrades) ................................................................................................. 5-11
5.2.3 NGS-C-0003 (Plank Road Pump Station Improvements) ................... 5-15
5.2.4 NGS-C-0004 (Multiple Pump Stations – Plank Road – Harding
Boulevard) ................................................................................................ 5-17
5.3 North Forced System Comprehensive Rehabilitation Projects ...................... 5-19
5.3.1 NFW-R-0001, NFW-R-0002, and NFE-R-0001 ...................................... 5-19
5.4 North Forced System Capacity Improvements Projects ................................. 5-25
5.4.1 NFE-C-0001 (Gurney Road – Joor Road Sewer Area Upgrades) ....... 5-25
5.4.2 NFE-C-0002 (Sullivan Road/Lovett Road/Wax Road Sewer
Area Upgrades) ........................................................................................ 5-28
5.4.3 NFE-C-0003 (Comite Road – Foster Road Sewer Area Upgrades -
Phase I) ...................................................................................................... 5-31
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CONTENTS, CONTINUED
Section
Page
5.4.4 NFE-C-0004 (Foster Road – Hooper Road Sewer Area
Upgrades) ................................................................................................. 5-34
5.4.5 NFE-C-0005 (Hooper Road Pump Station Improvements) ................ 5-36
5.4.6 NFE-C-0006 (Lovett Road – Greenwell Springs Road Sewer
Area Upgrades) ........................................................................................ 5-38
5.4.7 NFE-C-0007 (Multiple BPS – Hooper Road – Lovett Road) ............... 5-43
5.4.8 NFW-C-0001 (Joor Road – Greenwell Springs Road Sewer Area
Upgrades) ................................................................................................. 5-44
5.4.9 NFW-C-0002 (Choctaw Storage and Pump Station Facility).............. 5-47
5.4.10 NFW-C-0003 (Choctaw Storage Pump Station) .................................. 5-50
5.4.11 NFW-C-0004 (Hooper Storage Facility) ............................................... 5-50
5.4.12 Group Project 1A (Metro Airport Sewer Upgrades) .......................... 5-52
5.4.13 Group Project 1B (Metro Airport Sewer Area Pump Station and
Forcemain Upgrades).............................................................................. 5-58
5.4.14 NFW-C-0007 (Plank Road – Port Hudson Pride Road Sewer
Area Upgrades) ........................................................................................ 5-62
5.4.15 NFW-C-0009 (Multiple Pump Stations – Highway 61 –
Plank Road) .............................................................................................. 5-65
5.4.16 NFW-C-0010 (Multiple Pump Stations – Prescott Road –
Greenwell Springs Road) ....................................................................... 5-67
5.4.17 NFW-HWY61 (Zachary Area Transmission Network
Improvement Project – Phases I, II, III, and IV) .................................. 5-69
5.5 North WWTP Master Plan Improvements ....................................................... 5-73
5.5.1 Background ............................................................................................... 5-73
5.5.2 Priority One Improvements .................................................................... 5-73
5.5.3 Priority Two Improvements ................................................................... 5-74
5.5.4 Estimated Costs ........................................................................................ 5-75
6 Emergency Generators ....................................................................................................... 6-1
6.1 Background ............................................................................................................. 6-1
6.2 Collection System Pump Stations ........................................................................ 6-1
6.3 Wastewater Treatment Plants ............................................................................... 6-3
6.4 Generator Project Delivery Plan ........................................................................... 6-3
7 Supervisory Control and Data Acquisition (SCADA) ................................................ 7-1
7.1 Background ............................................................................................................. 7-1
7.2 SCADA Operations Data/Control Center .......................................................... 7-1
7.3 Collection System SCADA System ...................................................................... 7-2
7.4 North Wastewater Treatment Plant ..................................................................... 7-3
7.5 SCADA Project Delivery Plan .............................................................................. 7-3
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CONTENTS, CONTINUED
Tables
ES-1
ES-2
ES-3
ES-4
Page
Reservoir Storage and Repumping Projects ................................................................. ES-7
List of Completed Projects ............................................................................................ ES-11
List of Active Projects ..................................................................................................... ES-11
List of Projects for 2010 .................................................................................................. ES-13
1-1 Project Funding Schedule ................................................................................................... 1-5
3-1 Estimated Construction Costs for South Gravity System Comprehensive
Rehabilitation Projects ........................................................................................................ 3-8
3-2 SGU-C-0003 (Sherwood Forest Blvd-Goodwood Blvd Pipeline Improvements) –
Pipeline Information ......................................................................................................... 3-25
3-3 SGU-C-0005 (Oak Villa Blvd – Monterey Blvd Sewer Area Upgrades) –
Pipeline Information ......................................................................................................... 3-29
3-4 SGC-C-0001 (Florida Blvd Pump Station Improvements) – Pump Station
Information ......................................................................................................................... 3-31
3-5 SGC-C-0002 (Airline Highway Pipeline Improvements) – Pipeline Information .... 3-37
3-6 SGC-C-PS58A (Pump Station 58 Replacement) - Pump Station Information ........... 3-40
3-7 SGC-C-PS58FM-A (Staring Lane FM-Phase I - Burbank Drive to Highland
Road) – Pipeline Information ........................................................................................... 3-42
3-8 SGC-C-PS58FM-B (Staring Lane FM-Phase II - Highland Road to Perkins
Road) – Pipeline Information ........................................................................................... 3-44
3-9 SGC-C-PS58FM-C (Staring Lane FM-Phase III – Perkins Road to PS 58) –
Pipeline Information ......................................................................................................... 3-46
3-10 SGC-C-PS119 (Citiplace/Essen Area PS 119 and Forcemain Improvements) –
Pump Station Information ................................................................................................ 3-48
3-11 SGC-C-PS119 (Citiplace/Essen Area PS 119 and Forcemain Improvements) –
Pipeline Information ......................................................................................................... 3-48
3-12 SGL-C-0002 (Multiple Pump Stations - Highland Road - Kenilworth Parkway) –
Pump Station Information ................................................................................................ 3-50
3-13 SGL-C-0003 (Highland Road Pipeline Improvements) – Pipeline Information ....... 3-56
3-14 SGL-C-0005 (Bayou Duplantier Area Sewer Upgrades) – Pipeline Information ..... 3-60
3-15 Estimated Construction Costs for South Forced System Comprehensive
Rehabilitation Projects ...................................................................................................... 3-64
3-16 SFL-C-0001 (Multiple Pump Stations – Nicholson Drive – Brightside Drive) –
Pump Station Information ................................................................................................ 3-69
3-17 SFL-C-0002 (Perkins/Old Perkins Area BSP 514 Improvements) – Pump Station
Information ......................................................................................................................... 3-71
3-18 SFL-C-0003 (Multiple Pump Stations - Burbank Drive - Siegen Lane) – Pump
Station Information ........................................................................................................... 3-73
3-19 SFL-C-0004 (Group Project 2 – Old Perkins – Highland Road Area Sewer
Upgrades) – Pump Station Information ......................................................................... 3-75
3-20 SFL-C-0005 (Highland Road - Burbank Drive Capacity Improvements) –
Pipeline Information ......................................................................................................... 3-77
3-21A SFL-C-0006 (Phase A - Willow Lane Capacity Improvements) .................................. 3-82
3-21B SFL-C-0006 (Phase B - Nicholson Drive – Highland Road – Perkins Road
Capacity Improvements) – Pipeline Information ......................................................... 3-83
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CONTENTS, CONTINUED
Tables
Page
3-22 SFU-C-0001 (Multiple PSs - Jefferson Highway - Park Forest Drive) – Pump
Station Information ........................................................................................................... 3-87
3-23A O’Neal Lane Pump Stations Group A – Pump Station Information .......................... 3-89
3-23B O’Neal Lane Pump Stations Group B – Pump Station Information ........................... 3-91
3-24 SFU-C-0005 (O’Neal Lane Pipeline Improvements) – Pipeline Information ............ 3-97
4-1 Estimated Construction Costs for Central Gravity System Comprehensive
Rehabilitation Projects ........................................................................................................ 4-8
4-2 CGN-C-0001 (Capital Lake Drive – Gayosa Street Area Capacity
Improvements) – Pipeline Information .......................................................................... 4-18
4-3 CGN-C-0003 (South Boulevard – St. Joseph Street Sewer Area Upgrades) –
Pipeline Information ......................................................................................................... 4-22
4-4 CGN-C-0005 (Downtown Area Pump Station Improvements) – Pump Station
Information ......................................................................................................................... 4-25
4-5 CGS-C-0004 (Highland Road – Buchanan Street Area Sewer Upgrades) –
Pipeline Information ......................................................................................................... 4-29
4-6 CGS-C-0006 (Government Street – South Acadian Thruway Sewer Area
Upgrades) – Pipeline Information ................................................................................... 4-32
4-7 CC-WWTP-PS (PS 42) – Pump Station Information ..................................................... 4-34
4-8 CC-EAST-PS (Central Consolidated PSs) – Pump Station Information .................... 4-36
4-9 CC-WWTP-FM (PS42 FM) – Pipeline Information ....................................................... 4-39
4-10 CC-EAST-FM (Central Consolidated FM ) – Pipeline Information ............................ 4-42
5-1 Estimated Construction Costs for the North Gravity System Comprehensive
Rehabilitation Projects ........................................................................................................ 5-7
5-2 NGS-C-0002 (Plank Road – Kleinpeter Road Sewer Area Upgrades) – Pipeline
Information ......................................................................................................................... 5-12
5-3 NGS-C-0003 (Plank Road Pump Station Improvements) – Pump Station
Information ......................................................................................................................... 5-15
5-4 Estimated Construction Costs for North Forced System Comprehensive
Rehabilitation Projects ...................................................................................................... 5-20
5-5 NFE-C-0001 (Gurney Road – Joor Road Sewer Area Upgrades) – Pump Station
Information ......................................................................................................................... 5-25
5-6 NFE-C-0001 (Gurney Road – Joor Road Sewer Area Upgrades) – Pipeline
Information ......................................................................................................................... 5-26
5-7 NFE-C-0002 (Sullivan Road/Lovett Road/Wax Road Sewer Area Upgrades) -
Pump Station Information ............................................................................................... 5-28
5-8 NFE-C-0002 (Sullivan Road/Lovett Road/Wax Road) – Pipeline Information ....... 5-29
5-9 NFE-C-0003 (Comite Road – Foster Road Sewer Area Upgrades – Phase I) –
Pump Station Information ................................................................................................ 5-31
5-10 NFE-C-0003 (Comite Road – Foster Road Sewer Area Upgrades – Phase I) –
Pipeline Information ......................................................................................................... 5-32
5-11 NFE-C-0004 (Foster Road – Hooper Road Sewer Area Upgrades) – Pipeline
Information ......................................................................................................................... 5-34
5-12 NFE-C-0005 (Hooper Road Pump Station Improvements) – Pump Station
Information ......................................................................................................................... 5-36
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CONTENTS, CONTINUED
Tables
Page
5-13 NFE-C-0006 (Lovett Road – Greenwell Springs Road Sewer Area Upgrades) –
Pipeline Information ......................................................................................................... 5-40
5-14 NFW-C-0001 (Joor Road – Greenwell Springs Road Sewer Area Upgrades) –
Pipeline Information ......................................................................................................... 5-45
5-15 NFW-C-0002 (Choctaw Storage and Pump Station Facility) – Pump Station
Information ......................................................................................................................... 5-48
5-16 NFW-C-0002 (Choctaw Storage and Pump Station Facility) – Forcemain
Information ......................................................................................................................... 5-48
5-17 Group Project 1A (Metro Airport Sewer Upgrades) – Pipeline Information ............ 5-54
5-18 Group Project 1B (Metro Airport Sewer Area Pump Station and Forcemain
Upgrades) – Pump Station Information ......................................................................... 5-59
5-19 Group Project 1B (Metro Airport Area Forcemain Upgrades) – Forcemain
Information ......................................................................................................................... 5-60
5-20 NFW-C-0007 (Plank Road – Port Hudson Pride Road Sewer Area Upgrades) –
Pipeline Information ......................................................................................................... 5-63
5-21 NFW-C-0009 (Multiple Pump Stations – Highway 61 – Plank Road) – Pump
Station Information ........................................................................................................... 5-65
5-22 NFW-C-0010 (Multiple Pump Stations – Prescott Road – Greenwell Springs
Road) – Pump Station Information ................................................................................. 5-67
5-23 NFW-C-HWY61 (Zachary Area Transmission Network Improvement Project) –
Pump Station Information ................................................................................................ 5-69
5-24 NFW-C-HWY61 (Zachary Area Transmission Network Improvement Project) -
Forcemains .......................................................................................................................... 5-70
5-25 Summary of Estimated Construction Costs for the North WWTP ............................. 5-75
6-1 Summary of Generator Units Existing Pump Stations (not impacted by the PDP) ... 6-1
6-2 Summary of Generator Units PDP Pump Stations ......................................................... 6-2
6-3 Emergency Generators Cost Summary ............................................................................ 6-4
6-4 Existing Pump Stations (Not Impacted By The PDP), Baton Rouge SSO Program ... 6-5
7-1 SCADA Cost Summary ...................................................................................................... 7-4
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CONTENTS, CONTINUED
Figures
Page
ES-1
ES-2
ES-3
Geographic Orientation of the Hydraulic Basins ......................................................... ES-3
Rehabilitation Project Areas ............................................................................................ ES-5
Capacity and Wet Weather Treatment Projects ........................................................... ES-9
1-1 Program Funding Schedule ............................................................................................. 1-27
1-2 Program Schedule ............................................................................................................. 1-29
3-1 South Basin Rehabilitation Projects .................................................................................. 3-3
3-2 South Basin Capacity Improvement Projects .................................................................. 3-4
3-3 Bluebonnet Boulevard – Jefferson Highway, Phase I and II ......................................... 3-9
3-3a Bluebonnet Boulevard – Jefferson Highway, Phase I .................................................. 3-10
3-3b Bluebonnet Boulevard – Jefferson Highway, Phase I I ................................................ 3-11
3-4 Airline Highway – Goodwood Boulevard Phase I and II ............................................ 3-12
3-4a Airline Highway – Goodwood Boulevard Phase I ....................................................... 3-13
3-4b Airline Highway – Goodwood Boulevard Phase II ...................................................... 3-14
3-5 Ardenwood Drive – Winborune Street .......................................................................... 3-15
3-6 N. 38 th Street – Gus Young Avenue ................................................................................ 3-16
3-7 Burbank Road – Gardere Lane ........................................................................................ 3-17
3-8 Staring Lane – Boone Drive .............................................................................................. 3-18
3-9 Kenilworth Boulevard – Boone Drive ............................................................................ 3-19
3-10 Oak Villa Boulevard – Choctaw Street ........................................................................... 3-20
3-11 Sharp Road – Florida Boulevard ..................................................................................... 3-21
3-12 Flannery Road – Florida Street ........................................................................................ 3-22
3-13 Sherwood Forest Boulevard – Goodwood Boulevard Pipeline Projects ................... 3-27
3-14 Oak Villa Boulevard – Monterrey Boulevard ................................................................ 3-30
3-15 Florida Boulevard PS Projects .......................................................................................... 3-32
3-16 Airline Highway Pipeline Improvements Projects ....................................................... 3-39
3-17 Pump Station 58 Replacement ......................................................................................... 3-41
3-18 Staring Lane FM Phase I – Highland Road to Burbank Drive .................................... 3-43
3-19 Staring Lane FM Phase II .................................................................................................. 3-45
3-20 Staring Lane FM Phase III ................................................................................................ 3-47
3-21 Citi Place/Essen Area PS 119 & FM ................................................................................ 3-49
3-22 Multiple PS – Highland Road – Kenilworth Drive ....................................................... 3-52
3-23 Highland Road Pipeline Improvements ........................................................................ 3-58
3-24 Bayou Duplantier Area Sewer Upgrades ....................................................................... 3-61
3-25 Jefferson Highway – Hoo Shoo Too Road ..................................................................... 3-65
3-26 Jones Creek Road – Tiger Bend Road ............................................................................. 3-66
3-27 Siegen Lane – Interstate 10 ............................................................................................... 3-67
3-28 Antioch Road – Chadsford Drive .................................................................................... 3-68
3-29 Multiple PS – Nicholson Drive – Brightside Drive ....................................................... 6-70
3-30 Perkins – Old Perkins Area BPS514 ................................................................................ 3-72
3-31 Multiple PS – Burbank Drive – Siegen Lane .................................................................. 3-74
3-32 Group Project 2 .................................................................................................................. 3-76
3-33 Highland Road – Burbank Drive ..................................................................................... 3-78
3-34A Phase A (Willow Grove Capacity Improvements) ....................................................... 3-84
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CONTENTS, CONTINUED
Figures
Page
3-34B Phase B1 (Nicholson Drive – Highland Road – Perkins Road) Capacity
Improvements .................................................................................................................... 3-85
3-34C Phase B2 (Nicholson Drive – Highland Road – Perkins Road) Capacity
Improvements .................................................................................................................... 3-86
3-35 Multiple PS – Jefferson Highway - Park Forest Drive .................................................. 3-88
3-36A O’Neal Lane Group A PS Projects ................................................................................... 3-90
3-36B O’Neal Lane Group B PS Projects ................................................................................... 3-92
3-37 O’Neal Lane Pipeline Projects ......................................................................................... 3-99
3-38 SWWTP Improvement Projects ..................................................................................... 3-103
4-1 Central Basin Rehabilitation Projects ................................................................................ 4-3
4-2 Central Basin Capacity Improvement Projects ................................................................ 4-5
4-3 Foster Drive – Government Street Phase A and B .......................................................... 4-9
4-4 Highland Road – Washington Street. ............................................................................. 4-10
4-5 Stanford Avenue – Morning Glory Road. ...................................................................... 4-11
4-6 Acadian Thruway – Claycut Road .................................................................................. 4-12
4-7 Acadian Thruway – Perkins Road. ................................................................................. 4-13
4-8a Scenic Highway – Spanish Town Road Phase I ............................................................ 4-14
4-8b Scenic Highway – Spanish Town Road Phase II ........................................................... 4-15
4-9 East Boulevard – Government Street. ............................................................................. 4-16
4-10 Capital Lake Drive – Gayosa Street ................................................................................ 4-19
4-11 South Boulevard – St. Joseph Street Sewer Area Upgrades ........................................ 4-24
4-12 Downtown Area PS Improvements ................................................................................ 4-26
4-13 Highland Road – Buchanan Street Sewer Area Upgrades .......................................... 4-30
4-14 Government Street – South Acadian Thruway Sewer Upgrades ............................... 4-33
4-15 PS 42 .................................................................................................................................... 4-35
4-16 Central Consolidated Pump Stations ............................................................................. 4-37
4-17 Central Consolidation – PS 42 Forcemain ...................................................................... 4-40
4-18 Central Consolidated Forcemain ..................................................................................... 4-43
5-1 North Basin Rehabilitation Projects .................................................................................. 5-3
5-2 North Basin Capacity Improvement Projects .................................................................. 5-5
5-3 Elm Grove Road – Harding Boulevard ............................................................................ 5-8
5-4 Scotland Avenue – Progress Road .................................................................................... 5-9
5-5 Plank Road – Kleinpeter Road Sewer Area Upgrades ................................................. 5-14
5-6 Plank Road PS Projects ..................................................................................................... 5-16
5-7 Brookstown Road – Evangeline Street, Phase I and Phase II ...................................... 5-21
5-8 Interstate 110 – Hollywood Street. .................................................................................. 5-22
5-9 Silverleaf Road – Ford Street. ........................................................................................... 5-23
5-10 Gurney Road Sewer Area Upgrades .............................................................................. 5-27
5-11 Sullivan Road/Lovett Road/ Wax Road Sewer Area Upgrades ................................ 5-30
5-12 Comite Drive – Foster Road Sewer Area Upgrades Phase I ........................................ 5-33
5-13 Foster Road – Hopper Road Sewer Area Upgrades ..................................................... 5-35
5-14 Hooper Road PS Projects .................................................................................................. 5-37
5-15 Lovett Road – Greenwell Springs Road ......................................................................... 5-42
5-16 Joor Road – Greenwell Springs Road Sewer Area Upgrades ...................................... 5-46
GNV31031158642.DOCX/110310007 XI JANUARY 2011
REV. 5

CONTENTS, CONTINUED
Figures
Page
5-17 ChoctawStorage, PS52A, PS51A, PS51AA, FM ............................................................. 5-49
5-18 Hooper Street Facility ....................................................................................................... 5-51
5-19 Metro Airport Area Sewer Upgrades (Group Project 1A) ........................................... 5-57
5-20 Metro Airport Area Sewer Pump Station and Forcemain Upgrades ......................... 5-61
5-21 Plank Road – Port Hudson Pride Road .......................................................................... 5-64
5-22 Multiple PS Highway 61 – Plank Road .......................................................................... 5-66
5-23 Multiple PS Road – Greenwell Springs Road ................................................................ 5-68
5-24 Zachary Area Transmission Network Improvement Project ...................................... 5-71
GNV31031158642.DOCX/110310007 XII JANUARY 2011
REV. 5

Acronyms and Abbreviations
BOD Biochemical Oxygen Demand
BPS Booster Pump Station
BTRSSO Baton Rouge Sanitary Sewer Overflow
CCTV Closed Circuit Television
C-P City of Baton Rouge, Parish of East Baton Rouge
DPW Department of Public Works
IAP Immediate Action Projects
I/I
inflow and infiltration
MG Millions Gallons
mgd million gallons per day
MH manhole
NPDES National Pollutant Discharge Elimination System
OandPA Outreach and Public Awareness Program
PDP Program Delivery Plan
PHF peak hourly flow
PM
Project Manager
PMT Program Management Team
PS
Pump Station
RDI Rainfall Dependent Infiltration
RDII Rain Dependent Inflow and Infiltration
RMAP1 Remedial Measures Action Plan 1
RMAP2 Remedial Measures Action Plan 2
SEP Supplementary Environmental Projects
SSO Sewer System Overflow
TF/SC trickling filter/solids contact
TSS Total Suspended Solids
VFD Variable Frequency Drive
WWTP Wastewater Treatment Plant
GNV31031158642.DOCX/110310007 XIII JANUARY 2011
REV. 5

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GNV31031158642.DOCX/110310007 XIV JANUARY 2011
REV. 5

Executive Summary
1BOverview
The City of Baton Rouge, Parish of East Baton Rouge (C-P) has contracted CH2M HILL to
prepare a Program Delivery Plan (PDP) that summarizes the Sewer System Overflow (SSO)
Control and Wastewater Facilities Program. This document is the third annual update of the
original PDP published in January 2008.
This updated PDP incorporates several changes from the second annual update (published
in November 2009) and reflects the extensive design and construction progress made since
the onset of the program. As of the October 2010, seven projects have completed
construction, 26 projects have begun construction, and 31 projects have begun design,
including both first and second Remedial Measures Action Plan (RMAP1 and RMAP2)
projects.
During 2010, construction sequencing issues were once again re-evaluated which has lead to
some splitting-up of capacity projects as they neared construction. Therefore, overall the
total number of RMAP2 projects has increased from 82 to 87 (not including the three
RMAP1 projects). The updated PDP schedule reflects the latest schedule for all active
projects.
The Program is divided into the following three wet weather components:
Comprehensive rehabilitation projects
Capacity improvement projects
Wastewater treatment and storage improvements
This PDP describes a total of 87 RMAP2 wet weather projects to be constructed by January
1, 2015 at an estimated total program cost of $1.3 billion in September 2007 dollars. These
costs include construction, design engineering, construction engineering and management,
and program management. Program management and construction management has an
estimated cost of $115 million. Costs stated herein do not include costs of city staff
participation and projects previously undertaken by the C-P, such as RMAP1 projects.
This PDP also describes 10 preliminary Master Plan projects that have an estimated total
program cost of $115 million. The preliminary Master Plan projects include the master plan
portion of the South Wastewater Treatment Plant (WWTP) improvements, two emergency
generator installation projects, Choctaw Maintenance Facility project, the LSU Pump Station
portion of the SGL-C-0002 (Multiple PS – Highland Road – Kenilworth Parkway) project,
two North WWTP priority projects, and three projects to implement a Supervisory Control
and Data Acquisition (SCADA) system for the wastewater collection and treatment system.
The goals of the SSO program are to:
Reduce excess wet weather flows that cause SSOs
Rehabilitate the collection system
Increase the hydraulic capacity of the collection system
GNV31031158570.DOCX/110050012 ES-1 JANUARY 2011
REV. 5

EXECUTIVE SUMMARY
Accommodate growth in project areas
Comply with wastewater treatment plant National Pollutant Discharge Elimination
System (NPDES) permits
Comply with the terms of the Consent Decree
The Consent Decree (Civil Action 01-978-B-M3 United States of America and State of
Louisiana versus City of Baton Rouge, Parish of East Baton Rouge) states that the Collection
System Remedial Program projects shall be completed by January 1, 2015.
In preparing this PDP, the locations of known overflows are given highest priority in order
to reduce the frequency of these overflows. Areas of the collection system that were found
to have excessive levels of infiltration or inflow are also identified for rehabilitation.
Hydraulic capacity improvement projects are sized to accommodate the predicted designed
peak wet weather flows and anticipated growth in the project areas. Peak wet weather flows
were predicted based on the previously selected 2-year frequency, 12-hour duration design
storm. Figure ES-1 shows the ten hydraulic basins used in the evaluation of the program.
Program Description
3BCoComprehensive Rehabilitation Projects
Sewer system comprehensive rehabilitation projects will be implemented to repair or
replace components of the system that are defective and permit excessive infiltration and
inflow.
The comprehensive rehabilitation portion of the program consists of 30 construction projects
located throughout the C-P. The first projects began in 2008, and the last project is scheduled
for completion in late 2014. Approximately, four to six projects will begin construction each
year. Design and construction will be continuous through 2014. Approximately 5 million
feet of the gravity sewer will be inspected through execution of these rehabilitation projects.
The areas selected for comprehensive rehabilitation are shown on Figure ES-2. Projects
within these areas are described in detail in the body of this plan. The estimated total
program cost of the comprehensive rehabilitation projects is approximately $260 million in
September 2007 dollars.
4BCapacity Improvement Projects
Capacity improvement projects have been defined based on three factors:
1. Computer “InfoWorks Model” comparison of existing capacity to predicted peak wet
weather flows
2. Physical evidence of inadequate capacity based on C-P Department of Public Works
(DPW) records
3. Predicted growth in demand for wastewater capacity
Capacity projects include replacement of inadequately sized gravity sewers and force mains
as well as rehabilitation or replacement of pump stations.
Those projects located nearest to the wastewater treatment plants are in general, scheduled
in the earlier years in the program.
GNV31031158570.DOCX/110050012 ES-2 JANUARY 2011
REV. 5

F
3rd
Lupine
3rd
22nd
26th
30th
Golden
Alba
Sunshine
Elm
Whitter
McHost
Cora
Marilyn
Blackwater
Aletha
Sharp
Bea
Acres
Black
Aubin
Tinley
Burrel
Devall
Hubbs
Anderson
Sullivan
Reames
Millerville
Beaver
Hunt
O'Neal
Antioch
Elliot
Adams
Sandy Springs
Renee
Treakle
Port Hudson Plains
Sutter
Portwood
Sunnyside
Ligon
Brian
Shellmire
Pony
Safer
Piper
Vernon
Hydraulic Basins
Zachary-Slaughter
Rush
Lemon
Jacock
Port Hudson-Pride
Zeb Chaney
J Wicker
Lemon B
Mills
Della
Cook
Scott Barr
Edwards
Jackson
Williams
Robinson
Tom Drehr
Chaney
Riley
Mount Pleasant Zachary
Irene
³
Barnett
Barsket
Zimmerman
Irene
Samuels
Carney
Springfield
Flonacher
Zimmerman
Old Scenic
Dotson
Scenic
Groom
Thomas
North WWTP
I
H
Brightside
Riverbend
Hovey
Harding
Stadium
Swan
Gourrier
6th
Rollins
Church
Main
72nd
North
§¨¦I-110
Central WWTP
Ben Hur
39th
Heck Young
Day
New Rafe Meyer
Lafayette
Martin
Fennwood
Newell
Lake Pointe
Meadow Glen
Magnolia
St John
Mengel
France
Emma
4th
Sorrel
10th
Julia
Rita
Scotland
Central
Stilt
Cypress
Rosenwald
North
Faith
Landry
Gsu
17th
Taft
79th
Shelley
Gore
Chippewa
Terrace
Dalrymple
Laurel Lakes
Legend
3 Wastewater Treatment Plant
Hydraulic Basins
East Baton Rouge
0 1 2 4
Miles
Alvin Dark
Mason
Parker
Doris
14th
15th
18th
Pope
Nelson
Epperson
Wilbur
Beech
23rd
Scotlandville-Zachary
Stanford
Wimbish
Daniels
Lavey
Nicholson
Baker
Gibbens
Hollywood
Ozark
Oleander
May
Ash
Baker
Spur
Polk
Gibbens
Palmyra
Veterans Memorial
Monroe
Mohican
Acadian
Kleinert
Fiero
Carriage
Bella
Ada
Main
Ben Hur
Avenue A
Husband
Lee
Highland
River
38th
McHugh
Evangeline
Brady
Burbank
Plank
Winbourne
Fairfields
31st
Hood
Glendale
Old Weis
Wedgewood
Devall
36th
Sinbad
Steele
Stuart
Clark
Chuck Yeager
Central Gravity,
North
Hillcrest
Paige
Oaklan
Lorraine
Leo
Dubois
Tristian
44th
Greenwell
Greenwell Springs
Valcour
Foster
G S R I
Bentley
Frey
Ford
Sumrall
Comite
Government
Clay Cut
Bawell
Eaton
Dutton
Hollier
Beck
Glasgow
Chipley
College
Pollard
Park
Lower Zachary
Rolling Acres
Byron
Ardenwood
Boone
Menlo
Ned
Myrtle
Hope
Ellen
Sharon Hills
Westdale
Laca
Brookstown
Furr
North Gravity
Central Gravity,
South
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDATES-2010\FIGUREES-1_PDP2010.MXD SGELPI 11/15/2010 12:49:20
Troy
Boone
Celia
St Ann
Baird
Glen Oaks
Prescott
Lobdell
Dyer
Pettit
Goodwood
Mickens
South WWTP
Elvin
Kent
Stoneview
Corlett
Ruby
Rio
Charlton
Hanks
Renoir
Congress
Quail
Harry
Donmoor
Corporate
Stratford
Main
Jupiter
Caprice
Burden
Kenilworth
Staring
Keed
Hall
Cline
Lanier
Tom
Wooddale
Boyce
Richards
Chandler
University Club
Millwood Creek
Kevel
Angus
Price
Avis
Airway
Lasalle
Airport
Essen
Brentwood
Anselmo
Tucker
North Forced, West
Foster
Dan
Ocean
Atlanta
Waters Edge
Meadow
Breeden
North Forced, West
Calumet
Cody
Oak View
Reco
Rienzi
Brittany
Bles
Flora
Hilltree
Windingway
Brown
Tara
Fleet
Bluebonnet
Tradition
Berlin
Carney
Bliss
Watson
Vail
Loudon
Fairway
Summa
Obrien
Ardoon
Syble
Shady Bluff
Choctaw
Monterrey
Drusilla
Hill
Oakdale
Arleen
Mollylea
Interline
Gail
Oak Hills
Buck Horn
El Scott
Dancy
Tracy
Carmel
Great Smokey
Crescent
Wartelle
Strand
Lakeview
Smith
Oakbrook
Fawn
Old Settlement
Elain
Cal
Azrok
Mint
Darryl
Tams
Perkins
Amiss
Neil
Siegen
Lovett
Peairs
Greenwell Spg Pt Hudson
Tallowwood
Kenlee
Daradele
Hillyard
Kathleen
Briarhurst
Ida
Nelwyn
Tudor
Sherwood Forest
Mall
Core
Gurney
Landfair
Mc Gehee
Woodleigh
Cook
Lassen
Hillsbury
Reiger
Joor
McCullough
Tinley
Southpark
Stan
Archery
Toulon
Neff
Frontier
Sylvan
Shoe Creek
Pecos
Bellfort
Poydras
Corsair
Lariat
Baylor
Triple B
Canterbury
Ocala
Parkside
Hollyfield
Pecue
Joor
Catalina
Warfield
Stockton
Parkforest
Elva
Pecue
Stumberg
Old Perkins
Cherryl
Flannery
Woodcliff
Hooper
Florida
Arlingford
Elwick
Newcastle
Oak Berry
Dorset
Woodland Ridge
Rose
Five Oaks
Coursey
Airline
Pinewood
Huntley
North Forced, East
South Gravity, Upper
South Gravity, Central
South Gravity, Lower
Comal
Pecue
Stutgart
Hickory Ridge
Greens
Denham
Brent
Trey
Glenn
Roundsaville
Kohler
Bluefield
Bywood
Holt
Buzbee
Sage
Crystal
§¨¦ I-10
Wax
Frenchtown
Mora
Breton
Augusta
Jones Creek
Paint
Alford
Old Hammond
Boreas
Terrell
Director
Profit
Barringer Foreman
Lesage
Lynbrook
Sotile
Pernecia
Woodvale
Droze
Four Oaks
Bristle Cone
Stevendale
Fir
Roble
Thibodeaux
Strain
Centurion
Bristoe
Chadsford
Malvern Hill
Antietam
Morel
Doyle
Round Oak
Spyglass Hill
Trent Jones
Norway Pine
Black
Lavell
§¨¦ I-12
Milldale
Will
Magnolia Bridge
Bonham
Gottlieb
Riverview
Beckfield
Morgan
Cicero
Planchet
Jefferson
Liberty
Harrells Ferry
Monitor
South Forced, Upper
South Forced, Lower
Achord
Talton
Creek Hollow
Stubbs
Alphonse Forbes
Vignes
Lake Iris
Babin
Bengal
Tiger Bend
Figure ES-1

Avenue K
F
3rd
3rd
6th
Lupine
9th
15th
Village
30th
Alba
East
36th
Wedgewood
Sunshine
Arena
44th
Troy
Elm
Waverly
Whitter
McHost
Juban
Lanier
Charlton
Carter
Shawn
Monterrey
Cora
Marilyn
Fawn
Blackwater
Aletha
Sharp
Bea
Acres
Sam
Arnold
Black
Aubin
Tinley
Sherwood Forest
Burrel
Devall
Hubbs
Anderson
Lafitte
Reames
Sullivan
Millerville
Hunt
O'Neal
Antioch
Norway Pine
Round Oak
Elliot
Woodlake
Rehabilitation Project Areas
State Route 68
Treakle
Adams
Sutter
Port Hudson Plains
Portwood
Sunnyside
Ligon
Gen Gardner
Brian
Shellmire
Pony
Munson
Vernon
Zachary-Slaughter
Graves
Lemon
Jacock
Port Hudson-Pride
Zeb Chaney
Lemon B
Mills
Della
Tucker
Cook
Scott Barr
Jackson
Edwards
Williams
Robinson
Tom Drehr
Riley
Port Hickey
Legend
State Route 3113
³
Mount Pleasant Zachary
3Wastewater Treatment Plant
WWTP Basins
Project Name
Jefferson Hwy. - Hoo Shoo Too Rd.
Burbank Dr. - Gardere Ln.
Staring Ln. - Boone Dr.
Oak Villa Blvd. - Choctaw St.
Scotland Ave. - Progress Rd.
Elm Grove Garden Rd. - Harding Blvd.
Sharp Rd. - Florida Blvd.
Kenilworth Blvd. - Boone Dr.
Foster Dr. - Government St. PHASE A & B
Brookstown Rd. - Evangeline St. PHASE 1
Brookstown Rd. - Evangeline St. PHASE 2
Silverleaf Rd. - Ford St.
Bluebonnet Blvd. - Jefferson Hwy. PHASE 1
Bluebonnet Blvd. - Jefferson Hwy. PHASE 2
Acadian Thrwy. - Perkins Rd.
Stanford Ave. - Morning Glory Rd.
Acadian Thrwy. - Claycut Rd.
Highland Rd. - Washington St.
Airline Hwy. - Goodwood Blvd. PHASE 1
Airline Hwy. - Goodwood Blvd. PHASE 2
Antioch Rd. - Chadsford Dr.
Jones Creek Rd. - Tiger Bend Rd.
Scenic Hwy. - Spanish Town Rd. PHASE 1
Scenic Hwy. - Spanish Town Rd. PHASE 2
Siegen Lan. - Interstate 10
Interstate 110 - Hollywood St.
Ardenwood Dr. - Winbourne St.
Flannery Rd. - Florida St.
East Blvd. - Government St.
N. 38th St. - Gus Young Ave.
East Baton Rouge
Flonacher
Irene
Barnett
McKee
Irene
Samuels
Barsket
Barnett
Carney
Springfield
Zimmerman
McCastle
Dotson
Edgar
Barge Canal
North WWTP
Old Scenic
Heck Young
Glynn
Groom
E
Thomas
I
H
Brightside
Riverbend
Saul
K
Martin
Hovey
Elmer
Fennwood
Meadow Glen
Central WWTP
Riverbrook
Avenue F
Harding
Gourrier
Chamberlain
Blount
Scotland
Swan
Mengel
Day
Rollins
New Rafe Meyer
St John
Merganzer
Iowa
Stadium
Emma
4th
Newell
Sorrel
Church
75th
Convention
France
Faith
Landry
Leisure
Magnolia
Julia
Grant
Laurel Lakes
10th
Rita
Central
Gsu
Ben Hur
39th
Main
79th
72nd
77th
Chippewa
Terrace
Dalrymple
Tower
Cypress
17th
68th
Mason
Gayosa
Parker
Cedar
Texas
18th
July
State
Maple
Old Baker Zachary
Fairchild
Foss
Washington
Taylor
Alvin Dark
July
Mayhaw
Capitol Lake
13th
Pimpernel
Wisdom
Polk
Allen
Epperson
Brock
Kaufman
Louise
Teal
Doris
Wilbur
Scenic
Pope
40th
Plantation
Pryce
I-110
22nd
Scotlandville-Zachary
Gore
Ozark
North
Stanford
Highland
Nicholson
Baker
Gibbens
Dayton
Olive
Wimbish
Daniels
Progress
Roosevelt
Hollywood
Iberia
Sycamore
28th
Shelley
Winnebago
Oleander
May
Dean Lee
Baker
Lavey
Gibbens
Farrar
Erie
Spain
Virgil
Acadian
Myrtle
Broussard
Fiero
25th
Edwin
Carriage
Ben Hur
Bella
Turnley
Central
Ada
Eugene
31st
Lee
Avenue A
Louise
Mae
Lee
Whitehaven
Ferndale
Ashland
Jefferson
Myrtle
Lavey
Mohican
Burbank
River
38th
McHugh
Winbourne
Brady
Hood
Fairfields
Steele
Stuart
Sinbad
Chuck Yeager
Monte Sano
Cherrydale
Ross
Husband
Algoa
Devall
Cannon
Choctaw
Valley
Clark
Plank
Ford
Glen Oaks
Dutton
Beech
Greenwell
Evangeline
Sherwood
Leo
Dubois
Lila
Hillcrest
Scott
Ingleside
Bawell
Palm
Nelson
Eaton
Chemin
Hollier
Frey
49th
Foster
College
Wylie
Bentley
Peerless
Charles
Orchid
Beck
Park
Chipley
Bluebell
South WWTP
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDATES-2010\FIGES-2_PDP2010.MXD SGELPI 11/15/2010 14:25:17
G S R I
Rolling Acres
Comite
Sumrall
Greenwell Springs
Ardenwood
Government
Clay Cut
Pollard
Dahlia
Menlo
Ned
Myrtle
Hope
Ellen
Brookstown
Boone
Baird
Lower Zachary
Celia
St Ann
Corlett
San Juan
Congress
Moss Side
Chippenham
Leake
Bank
Silverleaf
Quail
Gardere
Elvin
Hanks
Harry
Prescott
Lobdell
Corporate
Kenilworth
Rodney
Kent
Stoneview
Guynell
Maplewood
Kincaid
Westdale
White
Ruby
Hilton
Meadow Bend
Furr
Rio
Callahan
Pascagoula
Ruston
Jupiter
Renoir
Donmoor
Landis
Staring
Pettit
Wooddale
Tom
Goodwood
Sevenoaks
University Club
Victoria
Lasalle
Murphy
Main
Burden
Castle Kirk
Eric
Hall
North Ridge
Flag
Boyce
Dalark
Richards
Picardy
Flora
Kingcrest
Parkway
Baja
Angus
Avis
Tradition
Cline
Price
Wright
J Wicker
Meadow
Breeden
Phebus
Ocean
Cody
Oak View
Reco
Rienzi
Ryder
Waters Edge
Anderson
Guy
Airway
Airport
Essen
Hennessy
Bles
Hilltree
Paris
Anselmo
Vienna
Windingway
Brown
Mickens
Colonial
Bliss
Cortana
Brentwood
Joyce
Oak Villa
Tara
Fairway
Downing
Shady Lake
Jodie
Watson
Vail
Loudon
Wartelle
Summa
Bluebonnet
Villa
Dyer
Choctaw
Riveroaks
Drusilla
Gail
Buck Horn
Shady Bluff
Fleet
Arleen
Carmel
El Scott
Dancy
Tracy
Crescent
Wimbledon
Ventura
Oakdale
Lakeview
Lake Estates
0 1 2 4
Miles
Foster
Campanile
Watts
Airline
Ardoon
Wagner
Carney
Vega
Mollylea
Interline
Oak Forest
Judi
Floynell
Oak Hills
Reitz
Smith
Florida
Bluebonnet
Oakbrook
Lazy K
Old Settlement
Elain
Darryl
Cal
Mint
Perkins
Tams
Red Oak
Cedarcrest
Ridgely
Kinglet
Peck
Neil
Ida
Parkview
Daradele
King James
Amiss
Tallowwood
Beta
Kenlee
Tudor
Bramble
Woodleigh
Siegen
Lovett
Peairs
Greenwell Spg Pt Hudson
Cook
Lassen
Dual
Mall
Core
Gurney
Landfair
Hillmont
Rondo
Browning
Brillock
Mc Gehee
Southpark
Reiger
I-10
Joor
McCullough
Tinley
Pinta
Oak Bend
Bellfort
Toulon
Neff
Pecos
Little John
Honore
Poydras
Conti
St Alban's
Corsair
Monticello
Archery
Sylvan
Shoe Creek
Frontier
Lariat
Daytona
Richcroft
Dabney
Baylor
Triple B
Catalina
Industriplex
Flannery
Harrells Ferry
Parkforest
Cloverland
Pecue
Claiborne
Parkside
Joor
Warfield
Pecue
Erin
Shay
Elva
Cherryl
Arlingford
Millburn
Warwick
Newcastle
Oak Berry
Dorset
Britain
La Margie
Justice
Parnell
Pecue
British
Coursey
Stumberg
Woodcliff
Elwick
Wyndy
Briarwood
Hooper
Rushmore
Airline
Pinewood
Huntley
Hickory Ridge
Old Perkins
Five Oaks
Quinn
Saint Clare
Hubbs Acres
Forest View
Oxley
Holt
Roundsaville
Kohler
Brent
Trey
Mapleton
Florida
Ponderosa
Buckley
Denham
Crystal
Firewood
Kimbleton
Pinehurst
Castille
Buzbee
Glenn
Libra
Breton
Jones Creek
Paint
Wax
Old Hammond
Jester
Board
Barringer
Boulevard Louisiane
Augusta
Sage
Russett
Beaver
Sessions
Herridge
Brookside
Choctaw
Perkins
Shetland
Chanove
Alford
Boreas
Terrell
Chaumont
Stonewood
El Ranchitos
Profit
Droze
Stevendale
Shenandoah
Chaney
Fir
Magnolia Bridge
Thibodeaux
Morgan
Frenchtown
Strain
Centurion
Bristoe
Ellis
George Oneal
Ferrell
Broker
Pernecia
Donnybrook
Woodvale
Four Oaks
Hamilton
Hewwood
Chadsford
Alder
Morel
Doyle
Spyglass Hill
Trent Jones
Umbehagen
Lavell
J L Fairchild
Silver Sand
Durmast
Blouin
Riverview
I-12
Hoyt
Ronson
Milldale
Ashford
Deer Lake
Will
Cicero
Pine Hill
Jefferson
Talton
Ednie
Gottlieb
Landmor
Planchet
Monitor
Coffee
General Forrest
Achord
Barrett
Jon Michelle
Beachview
Palmer
Vignes
Liberty
Alphonse Forbes
Hagerstown
Stubbs
Lake Iris
Babin
Bengal
Tiger Bend
Carson
Phillips
Figure ES-2

EXECUTIVE SUMMARY
The capacity improvements portion of the program consists of 51 projects located
throughout the C-P. The first projects started in 2007, and the last project is scheduled for
completion in late 2014. Approximately, six to ten projects will begin construction every
year from 2008 through 2013, and design and construction will be continuous through 2014.
Approximately 350,000 linear feet of gravity sewer, 670,000 linear feet of forcemain, and 140
pump stations (PSs) will be upgraded as a part of the capacity projects.
Figure ES-3 shows the location of the capacity improvement projects. Projects within these
areas are also described in detail in the body of this plan. The estimated total program cost
of the capacity improvement projects is approximately $610 million in September 2007
dollars.
Wastewater Treatment Improvements/Storage Projects
The PDP includes four reservoir storage and repumping projects, as noted in Table ES-1.
The cost of the Zachary Area Transmission Network Improvements Project (ZATNIP)
storage facility at Red Mud Lakes is included in a project that also includes collection system
capacity improvements and therefore it is included in the aforementioned capacity projects.
TABLE ES-1
Reservoir Storage and Repumping Projects
Location
Storage Volume
Choctaw Drive
Hooper Road
Red Mud Lakes (ZATNIP)
South WWTP
26 MG
10 MG
20 MG
66 MG
The PDP also includes three wastewater treatment capacity and/or compliance projects. The
wet weather treatment capacity of the South WWTP will be expanded to accommodate the
predicted peak flow of 200 million gallons per day (mgd) after peak shaving storage and to
accommodate wet weather flows from the Central WWTP, which will be consolidated with
the South WWTP, per the technical memorandum entitled Consolidation of South and Central
Wastewater Treatment Plants in Baton Rouge (CH2M HILL, 2008). The wet weather treatment
capacity improvements will be accomplished in two projects. The South WWTP Phase 1
project includes wet weather storage, influent pumping, and preliminary treatment. The
South WWTP Phase 2 project (PDP portion) includes wet weather improvements within the
treatment process
In addition to the wet weather improvement and storage projects, five Immediate Action
Plan (IAP) projects have been undertaken at the South WWTP. The purpose of these projects
is to bring the plant in compliance with current discharge limits. These projects are
described throughout the body of this report. Two of these Immediate Action Projects were
either moved into another project (screenings improvements was moved to South WWTP
Phase 1) or completed (Effluent Pumping Station project). The remaining three projects are
being constructed as one construction project called SWWTP IAP (therefore, it has been
counted and described as one project throughout this report).
Design of the South WWTP IAP projects began in 2007. These projects are now under
construction. The South WWTP – Phase 1 project and the Choctaw Storage and Pump
GNV31031158570.DOCX/110050012 ES-7 JANUARY 2011
REV. 5

EXECUTIVE SUMMARY
Station Facility project are also under construction The Hooper Storage project and South
WWTP – Phase 2 project are both under design, with construction commencing in 2011. The
Red Mud Lakes (ZATNIP) storage project is under construction..
Storage and treatment locations are shown on Figure ES-3. The total estimated program cost
for the PDP portion of wastewater treatment and storage projects (excluding Red Mud
Lakes) is $335 million in September 2007 dollars.
Preliminary Master Plan Projects
There are several additional projects that the C-P is already executing to continue to enhance
performance of their wastewater treatment plants and collection systems, and also improve
compliance as well. The Draft Master Plan (CH2M HILL, 2008) outlined several
improvements to the existing South WWTP facilities that are necessary to keep the plant in
operation. These improvements are included in the South WWTP Phase 2 project (master
plan portion).
In addition, due to the extended power outages experienced after Hurricane Gustav, the C-P
desires to install emergency generators at each of the collection system pump stations and at
each of the WWTPs as part of the preliminary master plan.
The Draft Master Plan (CH2M HILL, 2008) also outlined the need for a SCADA system. The
design of the SCADA system is scheduled to begin in 2010, with construction beginning in
2011. SCADA components will be installed at all pump stations in the collection system as
well as at the North WWTP. A SCADA system is already being designed for the South
WWTP as part of the South WWTP – Phase 2 project.
The planned closure of the Central WWTP has lead to a need to relocate the field pump
maintenance staff and their warehouse, which are currently located at the Central WWTP.
Since enough land was available at the Choctaw Storage site and it is somewhat centrally
located in the C-P, the Choctaw site was selected as the new location for this facility. A new
preliminary master plan project was added to this PDP for the Choctaw Maintenance
Facility.
The SGL-C-0002 (Multiple PS – Highland Road – Kenilworth Pkwy) project includes a new
7,000 gpm (10 MGD) pump station for LSU. This pump station will be designed as part of
the overall SGL-C-0002 project, but it’s construction is dependent on the schedule for the
construction of the gravity system that is needed to convey flow to the LSU pump station.
Therefore, the construction cost for the LSU pump station was counted as a preliminary
master plan, since it may or may not be constructed separately from the rest of the project.
The North WWTP priority one and priority two projects are outlined in the Draft Master
Plan (CH2M HILL, 2008). The SCADA and secondary power are described in this PDP with
the SCADA and generator chapters, respectively. The remaining portions of these projects
are outlined in the North chapter of this PDP. While the projects are described as two
projects (Priority One, Urgent Needs, and Priority Two, Operations and Maintenance
Needs), it is likely that the construction will occur as one project. The construction of the
North WWTP project(s) will occur in 2015, after the SSO Program has been completed.
The total estimated program cost for the preliminary master plan is $115 million in
September 2007 dollars.
GNV31031158570.DOCX/110050012 ES-8 JANUARY 2011
REV. 5

F
3rd
Iowa
Lupine
3rd
10th
15th
16th
22nd
Acadian
East
Elm
Whitter
McHost
Monterrey
Cora
Marilyn
Blackwater
Sharp
Bea
Acres
Black
Aubin
Burrel
Anderson
Sullivan
Reames
Millerville
Beaver
Hunt
O'Neal
Antioch
Elliot
Lea
Adams
Sandy Springs
Renee
Bickham
Irene
Portwood
Port Hudson Plains
")
Sunnyside
Barnett
McKee
Samuels
Ligon
North WWTP
River
Flonacher
Old Scenic
Scenic
Brian
Mount Pleasant Zachary
Irene
Carney
Springfield
Capacity and Wet Weather Treatment Projects
Zimmerman
Groom
Thomas
I
H
Brightside
Riverbend
Glynn
Shellmire
Red Mud Lakes
(20 MG)
Northgate
Fennwood
Hovey
Merganzer
Newell
Lake Pointe
Meadow Glen
Greely
Dillard
D
Lafayette
Farm
Main
Hooper Storage Tank
(10 MG)
Mengel
Gourrier
Rollins
Harding
6th
France
Stadium
4th
Church
Ben Hur
39th
Heck Young
Sorrel
Rita
Faith
Landry
72nd
Chippewa
Terrace
Tyler
Dalrymple
Alvin Dark
Pony
Day
Stilt
79th
Mason
17th
Fig
Grant
Laurel Lakes
Polk
Parker
Cypress
Wilbur
Shelley
Vernon
Pope
§¨¦I-110
North
23rd
Central
Beech
18th
Ozark
Central
Stanford
Nicholson
Zachary-Slaughter
Scotlandville-Zachary
Wimbish
Daniels
Baker
Hollywood
Madison
Safer
Lavey
Oleander
May
Ash
Baker
Spur
Main
Carriage
Ben Hur
Bella
Avenue A
Husband
Stuart
Lee
Highland
38th
Port Hudson-Pride
McHugh
Evangeline
Mohican
Winbourne
31st
36th
Convention
Eugene
Sinbad
Rush
Chuck Yeager
Marigold
Hillcrest
Paige
Oaklan
Lorraine
Bawell
Dubois
44th
Ingleside
Burbank
Lemon
")
Greenwell
Prescott
Lobdell
Greenwell Springs
Foster
Ford
Jacock
Comite
Government
College
G S R I
Lower Zachary
Bentley
Chipley
Orchid
Frey
Pollard
Park
Rolling Acres
Myrtle
Hope
Mable
Choctaw
North
Sumrall
Laca
Byron
Ardenwood
Boone
Brookstown
Baird
Glen Oaks
Dyer
")
Goodwood
South WWTP
Elvin
Kent
Garland
Celia
St Ann
Corlett
Rio
Charlton
Hanks
Harry
Congress
Corporate
Stratford
Kenwood
Quail
Kenilworth
Keed
Staring
Hall
Caprice
Burden
Lanier
Zeb Chaney
Main
Jupiter
Foster
Calumet
Pettit
Mickens
Tom
Wooddale
Boyce
Richards
Kevel
Angus
Kilona
Chandler
Ocean
J Wicker
Cline
Price
Breeden
Rienzi
Flora
Lasalle
Bles
Avis
Cody
Essen
Lemon B
Waters Edge
Meadow
Brittany
Hilltree
Airport
Plaza
Airway
Anselmo
Bliss
Cortana
Plank
Tucker
Brown
Carney
Watson
Vail
Loudon
North
Tara
Fairway
Summa
Bluebonnet
Obrien
Ardoon
Drusilla
Fleet
Arleen
Joor
Choctaw Storage Tank
(25 MG)
Darryl
HillGail
Oakdale
Oak Hills
Buck Horn
Mollylea
Interline
Baker
Della
Fawn
Old Settlement
Carmel
Smith
Oakbrook
Daradele
Choctaw
Cal
Azrok
Mint
Perkins
Amiss
Neil
Tams
Peairs
Greenwell Spg Pt Hudson
Ida
Florida
South
Siegen
McCullough
Core
Gurney
Tallowwood
Bramble
Lovett
Landfair
Red Oak
Tudor
Voorhies
Browning
Briarhurst
Mall
Toulon
Neff
Stan
Sylvan
Reiger
Shoe Creek
Pecos
Richcroft
Tinley
Bellfort
Alco
Pecue
Brookhollow
Prairie
Warfield
Stockton
Baylor
Cloverland
Corsair
Joor
Elva
Pecue
Cook
Stumberg
Old Perkins
Flannery
Woodcliff
Newcastle
Oak Berry
Devall Hubbs
Elwick
Hooper
Rushmore
Coursey
Airline
Jackson
Denham
Woodland Ridge
Rose
Five Oaks
Huntley
Hickory Ridge
Brent
Trey
Mapleton
Holly
Glenn
Roundsaville
Kohler
Holt
Greens
Mora
Pinehurst
Choctaw
Buzbee
Breton
Crystal
Jones Creek
Edwards
Paint
Wax
Chanove
Alford
Old Hammond
Boreas
Profit
Barringer Foreman
Chaumont
Stonewood
Pernecia
Droze
Stevendale
Four Oaks
Fir
Roble
Frenchtown
Strain
Bristoe
§¨¦I-12
Chadsford
Shenandoah
Morel
Round Oak
Spyglass Hill
Trent Jones
Norway Pine
Robinson
Lavell
Chaney
Milldale
Will
Gottlieb
Jefferson
Riley
Magnolia Bridge
Bristle Cone
Riverview
Bonham
Tom Drehr
Cicero
Morgan
Planchet
Liberty
Harrells Ferry
Monitor
Achord
Beckfield
Talton
Creek Hollow
Stubbs
Alphonse Forbes
Vignes
Lake Iris
Babin
Tiger Bend
Phillips
Bengal
Mahoney
Carson
³
Phillips
Hoo Shoo Too
Legend
3
WWTP Wastewater Treatment Plant
#* New Pump Stations
")
New Storage Facilities
New Gravity Sewer / Force Main
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDATES\FIGES-3_102009.MXD GBOQUIN 10/26/2009 09:07:59
University Club
South WWTP
Wet Weather
Improvements
Tradition
0 0.5 1 2 3 4
Miles
§¨¦I-10
Figure ES-3

EXECUTIVE SUMMARY
List of Completed Project, Active Projects, and Projects to be
Appropriated in 2011
Functionally Completed Projects
Table ES-2 shows the list of completed projects. These projects have been functionally
completed as of the dates as shown in Table ES-2.
TABLE ES-2
List of Completed Projects
Project Number/Name
Status
(November 2010)
Date
SFL-R-0001 (Jefferson Hwy - HooShooToo Road) Functionally Complete 3 rd Quarter 2009
03-RMP-S14 (RMAP1 – Kleinpeter Area Upgrades) Functionally Complete 2 nd Quarter 2009
NFE-C-0001 (Gurney Road - Joor Road) Functionally Complete 4 th Quarter 2009
SGC-C-PS58FM-A (Staring Lane FM Phase I - Burbank to Functionally Complete 2 nd Quarter 2010
Highland)
99-RMP)-S16 (RMAP1 – PS 136 Upgrades) Functionally Complete 3 rd Quarter 2010
NFE-C-0003 (Comite Drive - Foster Road - Phase 1) Functionally Complete 2 nd Quarter 2010
SGL-R-0002 (Staring Lane - Boone Drive) Functionally Complete 2 nd Quarter 2010
Active Projects
Table ES-3 shows the list of active projects, which includes projects currently under design
and/or construction. These projects have already been appropriated for design and/or
construction as shown in the table.
TABLE ES-3
List of Active Projects
Project Number/Name
Status
(November 2010) Appropriations
SGL-R-0001 (Burbank Drive – Gardere Lane) Construction Design & Construction
SGU-R-0001 (Oak Villa Blvd - Choctaw Street) Construction Design & Construction
NGS-R-0002 (Scotland Avenue - Progress Road) Construction Design & Construction
NGS-R-0001 (Elm Grove Garden Road - Harding Blvd) Construction Design & Construction
SGU-R-0002 (Sharp Road - Florida Blvd) Construction Design & Construction
SGL-R-0003 (Kenilworth Blvd - Boone Drive) Design Design & Construction
CGS-R-0001 (Foster Drive - Government Street) Construction Design & Construction
NFE-R-0001 (Silverleaf Road - Ford Street) Design Design & Construction
NFW-R-0001a (Brookstown Road - Evangeline Street - Phase 1) Construction Design & Construction
NFW-R-0001b (Brookstown Road - Evangeline Street - Phase 2) Design Design & Construction
SGC-R-0001a (Bluebonnet Blvd - Jefferson Hwy- Phase 1) Design Design & Construction
SGC-R-0001b (Bluebonnet Blvd - Jefferson Hwy- Phase 2) Design Design & Construction
CGS-R-0005 (Acadian Thruway - Perkins Road) Design Design
CGS-R-0003 (Stanford Avenue - Morning Glory Road) Design Design
CGS-R-0004 (Acadian Thruway - Claycut Road) Design Design
CGS-R-0002 (Highland Road – Washington Street) Project Definition Design
SGC-R-0002a (Airline Highway - Goodwood Blvd - Phase 1) Project Definition Design
SGC-R-0002b (Airline Highway - Goodwood Blvd - Phase 2) Project Definition Design
GNV31031158570.DOCX/110050012 ES-11 JANUARY 2011
REV. 5

EXECUTIVE SUMMARY
TABLE ES-3
List of Active Projects
Project Number/Name
Status
(November 2010)
Appropriations
CGN-C-0001 (Capital Lake Drive - Gayosa Street) Construction Design & Construction
NFE-C-0001 (Gurney Road - Joor Road) Construction Design & Construction
NFE-C-0002 (Sullivan Road - Lovett Road - Wax Road) Construction Design & Construction
NFE-C-0004 (Foster Road - Hooper Road) Construction Design & Construction
NFW-C-HWY61-I (ZATNIP, Phase I) Construction Design & Construction
NFW-C-HWY61-II (ZATNIP, Phase II) Design Design & Construction
NFW-C-HWY61-III (ZATNIP, Phase III) Construction Design & Construction
NFW-C-HWY61-IV (ZATNIP, Phase IV) Construction Design & Construction
CGN-C-0003 (South Boulevard - St. Joseph Street) Construction Design & Construction
CGN-C-0005 (Downtown Area - PS 15, PS 19, &PS 59
Construction Design & Construction
Improvements)
CGS-C-0004 (Highland Road - Buchanan Street) Construction Design & Construction
SGC-C-PS119 (Citiplace/Essen Area - PS119 & Forcemain
Improvements)
Construction
Design & Construction
Group Project 1A (Metro Airport Area Sewer Upgrades) Construction Design & Construction
Group Project 1B (Metro Airport Area PS and FM Upgrades) Design Design & Construction
SFL-C-0004 (Group Project 2 - Highland Rd Area Sewer
Upgrades)
Construction Design & Construction
SFL-C-0005 (Highland Road - Burbank Drive) Construction Design & Construction
SGC-C-PS58A (Pump Station 58 Replacement) Design Design & Construction
SGC-C-PS58FM-I (Staring Lane FM Phase I - Burbank to
Highland)
SGC-C-PS58FM-II (Staring Lane FM Phase II - Highland to
Perkins)
Construction
Construction
SGC-C-PS58FM-III (Staring Lane FM Phase III - Perkins to PS
58) Design
SFL-C-0002 (Perkins/Old Perkins Area - Booster Pump Station
514 Improvements) Design
SFL-C-0006 (Nicholson Dr - Highland Rd - Perkins Rd) Design Design
SGL-C-0005 (Bayou Duplantier Area Improvements Project) Design Design
CGN-C-0002 (25th Street - North Acadian Thruway) Design Design*
CGS-C-0006 (Government St - South Acadian Thruway) Design Design
NGS-C-0002 (Plank Road - Kleinpeter Road) Design Design
SFL-C-0001 (Multiple PS - Nicholson Dr - Brightside Dr) Design Design
Design & Construction
Design & Construction
Design & Construction
Design & Construction
SFU-C-0001 (Multiple PS - Jefferson Hwy - Park Forest Dr) Design Design & Construction
SFU-C-0005 (O’Neal Lane Pipeline Improvements) Design Design
SGC-C-0002 (Airline Highway Pipeline Improvements) Design Design
SGL-C-0002 (Multiple PS – Highland Rd – Kenilworth Pkwy) Design Design
NFE-C-0005 ( Hooper Road Pump Station Improvements) Design Design
NFE-C-0006 (Lovett Road – Greenwell Springs Road) Design Design
GNV31031158570.DOCX/110050012 ES-12 JANUARY 2011
REV. 5

EXECUTIVE SUMMARY
TABLE ES-3
List of Active Projects
Project Number/Name
SFU-C-0002a (O’Neal Lane Pump Station Improvements –
Group A)
SFU-C-0002b (O’Neal Lane Pump Station Improvements –
Group B)
Status
(November 2010)
Design
Design
Appropriations
Design
Design
SGC-C-0001 (Florida Blvd Pump Station Improvements) Project Definition Design
SGL-C-0003 (Highland Road Pipeline Improvements) Project Definition Design
SGU-C-0003 (Sherwood Forest Blvd – Goodwood Blvd Pipeline
Improvements)
Project Definition Design
CC-WWTP-PS (PS-42) Design Design & Construction
CC-EAST-FM (Central Consolidated FM) Design Design & Construction
CC-EAST-PS (Central Consolidated Pump Stations) Design Design & Construction
CC-WWTP-FM (PS-42 FM) Design Design & Construction
NFW-C-0002 (Choctaw Storage, Pump Stations and
Construction Design & Construction
Forcemains)
NFW-C-0004 (Hooper Storage) Design Design & Construction
STP-C-0001 (South WWTP - Phase 1) Construction Design & Construction
STP-C-0002 (South WWTP - Phase 2) Design Design
SSO Odor Control NWWTP (07-TP-BD-0030) Construction Design & Construction
SWWTP IAP (08-TP-BD-0031) Construction Design & Construction
RMAP1 – PS 136 Construction Design & Construction
*Construction for 25th Street - North Acadian Thruway project has been split between Capital Lake-Gayosa
Street and South Blvd - St. Joseph Street projects
Projects for 2011
Table ES-4 shows the list of projects that are to be appropriated for design and/or
construction in 2011. Some projects in Table ES-3 above will be active in 2011 (going from
design to construction), so if they are appropriated for design & construction in Table ES-3,
they are not included in Table ES-4 below, although they will be active in 2011. For instance,
The Group Project 1B (Metro Airport Area PS and FM Upgrades) project is under design in
2010 and will begin construction in 2011, but it is fully appropriated for design and
construction, so it is included in Table ES-3 only.
TABLE ES-4
List of Projects for 2011
Project Number/Name Appropriations Needed for 2011
CGS-R-0005 (Acadian Thruway - Perkins Road)
Construction
CGS-R-0003 (Stanford Avenue - Morning Glory Road)
Construction
CGS-R-0004 (Acadian Thruway - Claycut Road)
Construction
CGS-R-0002 (Highland Road - Washington Street)
Construction
SGC-R-0002a (Airline Highway - Goodwood Blvd - Phase 1)
Construction
SGC-R-0002b (Airline Highway - Goodwood Blvd - Phase 2)
Construction
SFU-R-0001 (Antioch Road – Chadsford Drive)
Design & Construction*
SFL-R-0002 (Jones Creek Road – Tiger Bend Road)
Design & Construction*
GNV31031158570.DOCX/110050012 ES-13 JANUARY 2011
REV. 5

EXECUTIVE SUMMARY
TABLE ES-4
List of Projects for 2011
Project Number/Name Appropriations Needed for 2011
CGN-R-0001a (Scenic Highway – Spanish Town Road – Phase 1)
CGN-R-0001b (Scenic Highway – Spanish Town Road – Phase 2)
NFW-R-0002 (Interstate 110 – Hollywood Street)
SFL-R-0003 (Siegen Lane – Interstate 10)
SGC-R-0003 (Ardenwood Drive – Winbourne Street)
SFL-C-0006 (Nicholson Dr - Highland Rd - Perkins Rd)
SGL-C-0005 (Bayou Duplantier Area Improvements Project)
CGS-C-0006 (Government St - South Acadian Thruway)
NGS-C-0002 (Plank Road - Kleinpeter Road)
SFL-C-0001 (Multiple PS - Nicholson Dr - Brightside Dr)
SFU-C-0005 (O’Neal Lane Pipeline Improvements)
SGC-C-0002 (Airline Highway Pipeline Improvements)
NFE-C-0005 ( Hooper Road Pump Station Improvements)
SGU-C-0005 (Oak Villa Blvd – Monterey Blvd)
SFL-C-0003 (Multiple PS – Burbank Drive – Siegen Lane)
NGS-C-0003 (Plank Road Pump Station Improvements)
NFW-C-0001 (Joor Road – Greenwell Springs Rd)
NFW-C-0007 (Plank Road – Port Hudson Pride Road)
NFW-C-0009 (Multiple PS – Highway 61 – Plank Road)
NFW-C-0010 (Multiple PS – Prescott Rd – Greenwell Springs Rd)
NFE-C-0005 (Hooper Road PS Projects)
STP-C-0002 (South WWTP - Phase 2 - PDP & MP)
Sewer System Backup Power Program
Collection System SCADA
SCADA Operations Data/Control Center
Design*
Design*
Design
Design
Design
Construction
Construction
Construction
Construction
Construction
Construction
Construction
Construction
Design
Design
Design
Design
Design
Design
Design
Construction
Construction
Construction
Construction
Construction
GNV31031158570.DOCX/110050012 ES-14 JANUARY 2011
REV. 5

SECTION 1
Overview
1.1 Background
The purpose of the Sanitary Sewer Overflow (SSO) Control and Wastewater Facilities
Program is to reduce sanitary sewer overflows while also planning for the future. The City
of Baton Rouge, East Baton Rouge Parish (C-P) entered into a Consent Decree (Civil Action
01-978-B-M3) with the United States Environmental Protection Agency (EPA) and the State
of Louisiana to take remedial actions in the collection system to reduce SSOs, and also to
meet National Pollution Discharge Elimination System (NPDES) permit requirements at the
wastewater treatment plants (WWTPs) by January 1, 2015. The Consent Decree details
requirements for several components, including the following:
Cross Connections
Preventive Maintenance (Collection System and WWTPs)
SSO Responses and Reporting
Remedial Measures Action Plan 1 (RMAP1)
Remedial Measures Action Plan 2 (RMAP2)
Wastewater Treatment Facility Assessment
Environmental Results Monitoring
Outreach and Public Awareness (O&PA) Quarterly and Annual Reporting
Supplemental Environmental Projects (SEPs)
Recordkeeping
This document constitutes the RMAP2. Other portions of the Consent Decree are addressed
in other documents. This document is the third annual update of the Program Delivery Plan
(PDP) that was initially published in January 2008.
1.2 Major Program Goals
The major goals of the program are to:
Reduce excess wet weather flows that cause SSOs
Rehabilitate the collection system
Increase the hydraulic capacity of the collection system
Accommodate growth in project areas
Comply with wastewater treatment plant National Pollutant Discharge Elimination
System (NPDES) permit
Comply with the terms of the Consent Decree
GNV31031158568.DOCX/110050008 1-1 JANUARY 2011
REV. 5

SECTION 1. OVERVIEW
The preparation of the PDP considered the locations of known overflows to assure that the
projects defined would reduce the frequency of these overflows. Areas of the collection
system found to have defects were also identified for rehabilitation.
1.3 Program Description
The three types of projects identified for implementation are designated comprehensive
rehabilitation projects, capacity improvement projects, and wastewater treatment
improvement/storage projects. The following paragraphs define each project type.
1.3.1 Comprehensive Rehabilitation Projects
Areas targeted for sewer pipe rehabilitation work are those in which flow monitoring has
indicated the highest levels of inflow and infiltration (I/I). Comprehensive rehabilitation
projects are being implemented using a process developed and implemented by the
Program Manager (PM) in association with Department of Public Works (DPW) technical
staff. The I/I reduction plan for these projects has the following goals:
Identify and reduce stormwater inflow sources into sanitary sewers
Identify and reduce Rainfall Dependent Infiltration (RDI) sources in sanitary sewers
Reduce overflow events
Increase the sewer system useful life
Minimize public inconvenience
The process chosen for rehabilitation and/or reconstruction is generally referred to as “Find
and Fix.” As the process description suggests, there are two phases to the process. The first
is to find or identify areas that require rehabilitation or reconstruction, and the second is to
determine the best engineering solution to fix the problem. After the “Find” phase, some
portions of the system may not require rehabilitation. In those portions of the system, the
Engineer will recommend No Action. The overall approach to the comprehensive
rehabilitation portion of program is to complete the following tasks:
1. Obtain basin data and perform basin field observations
2. Perform I/I testing and inspection, including
Flow monitoring assessment
Smoke testing
Manhole inspection
Closed circuit television inspection
3. Prepare I/I reduction plan
4. Prepare plans, specifications, and cost estimates
5. Implement I/I reduction construction
6. Evaluate I/I reduction results. Compare to pre-rehabilitation flow monitoring
7. Implement additional I/I reduction, if goals are not met
Flow monitoring is an integral part of the overall rehabilitation and reconstruction portion
of the program and will be an ongoing process. Pre-construction flow monitoring is
required to establish existing conditions. Post-construction flow monitoring will gauge the
effectiveness of the rehabilitation and reconstruction. Flow monitoring will continue for the
duration of the program to calibrate the rehabilitation progress.
GNV31031158568.DOCX/110050008 1-2 JANUARY 2011
REV. 5

SECTION 1. OVERVIEW
1.3.2 Capacity Improvement Projects
Capacity improvement projects will reduce hydraulic bottlenecks in the system and convey
wet weather flows to new upstream storage facilities and ultimately to the wastewater
treatment plants (WWTPs). These projects will include installation of larger pipes or
constructing parallel pipes to increase conveyance capacity, as well as replacement of pump
stations to handle future wet weather peak flows.
1.3.3 Wastewater Treatment Improvement/Storage Projects
Design and construction of WWTP wet weather improvement projects will occur early in
the program to store and treat wet weather flows. Wastewater treatment projects at the
South WWTP include the following:
Immediate Action Projects (IAPs) for dry weather permit compliance
Consolidation with the Central WWTP (Refer to the Consolidation of South and Central
Wastewater Treatment Plants in Baton Rouge TM (CH2M HILL, 2008)
Wet weather flow capacity increases to 200 million gallons per day (mgd) with hydraulic
peak shaving
Master Plan improvements
The South WWTP immediate action projects and other South WWTP projects are included
in this document and are part of the RMAP2 projects. However, the South WWTP Phase 2
Master Plan project is described in a separate document (Draft Master Plan; CH2M HILL,
2008), though its construction cost estimate is included in the Preliminary Master Plan
Section of Table 1-1. There are not any capacity improvements required at the North WWTP,
so there are no wet weather (RMAP2) projects included in this report at the North WWTP.
However, there are several improvements needed due to the age of the treatment plant
which are briefly described in the Section 5 - North Basin chapter of this report. The Draft
Master Plan (CH2M HILL, 2008) also describes in detail the needed improvements in two
priorities at the North WWTP.
Storage projects will be designed and constructed early in the program to store wet weather
flows upstream in the basins and then release flows back into the system after the wet weather
event has passed. Storage facilities will be sized to store the peak flow from a 2 year
frequency, 12-hour duration storm event, assuming rehabilitation projects are complete.
1.4 Project Delivery Summary
The projects have been scheduled for both design and construction activities based on
funding considerations, and placed into a resource-loaded schedule shown in Table 1-1 and
depicted graphically as Figure 1-1. Figure 1-2 presents the schedule for pre-construction and
construction activities for all the program projects.
Note: Financial analysis and funding schedules are prepared by the C-P DPW and are not
a part of this document.
GNV31031158568.DOCX/110050008 1-3 JANUARY 2011
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SECTION 1. OVERVIEW
1.5 Report Contents
The content of this report includes the following.
Section 2, Planning Description, presents the process used to define the projects in this
document.
Section 3, South Basin Projects, describes the projects located in the South Basin. GIS
maps that show locations of the work included in each project are located at the end of
each project summary. The South Basin is the collection system that collects and conveys
flow to the South WWTP.
Section 4, Central Basin Projects, describes projects that are located in the Central Basin
and collect and convey flow to the Central WWTP and will be conveyed in the future to
the South WWTP.
Section 5, North Basin Projects, details projects that are located in the North Basin and
collect and convey flow to the North WWTP.
Section 6, Emergency Generators, describes the stand-by engine generators that are to be
located at each C-P pump station and the two WWTPs.
Section 7, SCADA, describes the SCADA system that is to be implemented in the
collection system and at the North WWTP. The SCADA system for the South WWTP is
being implemented as part of the South WWTP – Phase 2 project.
GNV31031158568.DOCX/110050008 1-4 JANUARY 2011
REV. 5

TABLE 1-1
Project Funding Schedule
Program Delivery Plan
Comprehensive Rehabilitation Projects
2007 2008 2009 2010 2011 2012 2013 2014
Project Description Estimated Cost
SFL-R-0001 (Jefferson Hwy - HooShooToo Road Area Rehabilitation Project)
Estimated Find Work $ -
$
-
Estimated Survey $ -
$
-
Estimated Design Engineering $ -
$
-
Estimated Construction $ 1,769,540
$
1,769,540
Estimated SDC $ 75,960 $ -
$
75,960
Project Sub-Total $ - $ 1,845,500 $ - $ - $ - $ - $ - $ - $
1,845,500
SGL-R-0002 (Staring Lane - Boone Drive Area Rehabilitation Project)
Estimated Find Work $ -
$
-
Estimated Survey $ -
$
-
Estimated Design Engineering $ -
$
-
Estimated Construction $ 5,427,000
$
5,427,000
Estimated SDC $ - $ 279,720 $ 53,280
$
333,000
Project Sub-Total $ - $ 5,427,000 $ 279,720 $ 53,280 $ - $ - $ - $ - $
5,760,000
SGL-R-0001 (Burbank Drive - Gardere Lane Area Rehabilitation Project)
Estimated Find Work $ -
$
-
Estimated Survey $ -
$
-
Estimated Design Engineering $ -
$
-
Estimated Construction $ 6,127,000
$
6,127,000
Estimated SDC $ - $ 273,230 $ 33,770
$
307,000
Project Sub-Total $ - $ 6,127,000 $ 273,230 $ 33,770 $ - $ - $ - $ - $
6,434,000
SGU-R-0001 (Oak Villa Blvd - Choctaw Street Area Rehabilitation Project)
Estimated Find Work $ -
$
-
Estimated Survey $ -
$
-
Estimated Design Engineering $ -
$
-
Estimated Construction $ 8,997,000
$
8,997,000
Estimated SDC $ - $ 9,990 $ 273,060 $ 49,950
$
333,000
Project Sub-Total $ - $ 8,997,000 $ 9,990 $ 273,060 $ 49,950 $ - $ - $ - $
9,330,000
NGS-R-0002 (Scotland Avenue - Progress Road Area Rehabilitation Project)
Estimated Find Work $ -
$
-
Estimated Survey $ -
$
-
Estimated Design Engineering $ -
$
-
Estimated Construction $ 9,208,000
$
9,208,000
Estimated SDC $ - $ 424,650 $ 22,350
$
447,000
Project Sub-Total $ - $ - $ 9,208,000 $ 424,650 $ 22,350 $ - $ - $ - $
9,655,000
NGS-R-0001 (Elm Grove Garden Road - Harding Blvd Area Rehabilitation Project)
Estimated Find Work $ -
$
-
Estimated Survey $ -
$
-
Estimated Design Engineering $ -
$
-
Estimated Construction $ 12,989,000
$
12,989,000
Estimated SDC $ - $ 466,830 $ 46,170
$
513,000
Project Sub-Total $ - $ - $ 12,989,000 $ 466,830 $ 46,170 $ - $ - $ - $
13,502,000
SGU-R-0002 (Sharp Road - Florida Blvd Area Rehabilitation Project)
Estimated Find Work $ -
$
-
Estimated Survey $ -
$
-
Estimated Design Engineering $ -
$
-
Estimated Construction $ 17,493,000
$
17,493,000
Estimated SDC $ - $ 345,600 $ 134,400
$
480,000
Project Sub-Total $ - $ - $ 17,493,000 $ 345,600 $ 134,400 $ - $ - $ - $
17,973,000
SGL-R-0003 (Kenilworth Blvd - Boone Drive Area Rehabilitation Project)
Estimated Find Work $ -
$
-
Estimated Survey $ -
$
-
Estimated Design Engineering $ -
$
-
Estimated Construction $ 5,168,000
$
5,168,000
Estimated SDC $ - $ 163,500 $ 163,500
$
327,000
Project Sub-Total $ - $ - $ 5,168,000 $ 163,500 $ 163,500 $ - $ - $ - $
5,495,000
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JANUARY 2011
REV. 5

TABLE 1-1
Project Funding Schedule
Program Delivery Plan
Comprehensive Rehabilitation Projects
2007 2008 2009 2010 2011 2012 2013 2014
Project Description Estimated Cost
CGS-R-0001 (Foster Drive - Government Street Phase A & Phase B Area Rehabilitation Project)
Estimated Find Work $ -
$
-
Estimated Survey $ -
$
-
Estimated Design Engineering $ -
$
-
Estimated Construction $ 7,683,000
$
7,683,000
Estimated SDC $ - $ 136,290 $ 276,710
$
413,000
Project Sub-Total $ - $ - $ 7,683,000 $ 136,290 $ 276,710 $ - $ - $ - $
8,096,000
NFW-R-0001a (Brookstown Road - Evangeline Street -Phase I Area Rehabilitation Project)
Estimated Find Work $ -
$
-
Estimated Survey $ -
$
-
Estimated Design Engineering $ -
$
-
Estimated Construction $ 10,309,000
$
10,309,000
Estimated SDC $ 20,010 $ 540,270 $ 106,720
$
667,000
Project Sub-Total $ - $ - $ - $ 10,329,010 $ 540,270 $ 106,720 $ - $ - $
10,976,000
NFW-R-0001b (Brookstown Road - Evangeline Street - Phase II Area Rehabilitation Project)
Estimated Find Work $ -
$
-
Estimated Survey $ -
$
-
Estimated Design Engineering $ -
$
-
Estimated Construction $ 5,468,000
$
5,468,000
Estimated SDC $ - $ 533,600 $ 133,400
$
667,000
Project Sub-Total $ - $ - $ - $ 5,468,000 $ 533,600 $ 133,400 $ - $ - $
6,135,000
NFE-R-0001 (Silverleaf Road - Ford Street Area Rehabilitation Project)
Estimated Find Work $ -
$
-
Estimated Survey $ -
$
-
Estimated Design Engineering $ -
$
-
Estimated Construction $ 12,170,000
$
12,170,000
Estimated SDC $ - $ 600,600 $ 59,400
$
660,000
Project Sub-Total $ - $ - $ - $ 12,170,000 $ 600,600 $ 59,400 $ - $ - $
12,830,000
SGC-R-0001a (Bluebonnet Blvd - Jefferson Hwy - Phase I Area Rehabilitation Project)
Estimated Find Work $ -
$
-
Estimated Survey $ -
$
-
Estimated Design Engineering $ -
$
-
Estimated Construction $ 4,850,000
$
4,850,000
Estimated SDC $ - $ 332,000 $ 68,000
$
400,000
Project Sub-Total $ - $ - $ - $ 4,850,000 $ 332,000 $ 68,000 $ - $ - $
5,250,000
SGC-R-0001b (Bluebonnet Blvd - Jefferson Hwy - Phase II Area Rehabilitation Project)
Estimated Find Work $ -
$
-
Estimated Survey $ -
$
-
Estimated Design Engineering $ -
$
-
Estimated Construction $ 6,770,000
$
6,770,000
Estimated SDC $ - $ 236,000 $ 164,000
$
400,000
Project Sub-Total $ - $ - $ - $ 6,770,000 $ 236,000 $ 164,000 $ - $ - $
7,170,000
CGS-R-0005 (Acadian Thruway - Perkins Road Area Rehabilitation Project)
Estimated Find Work $ -
$
-
Estimated Survey $ -
$
-
Estimated Design Engineering $ -
$
-
Estimated Construction $ 3,915,500
$
3,915,500
Estimated SDC $ - $ 74,100 $ 172,900
$
247,000
Project Sub-Total $ - $ - $ - $ 3,915,500 $ 74,100 $ 172,900 $ - $ - $
4,162,500
CGS-R-0003 (Stanford Avenue - Morning Glory Road Area Rehabilitation Project)
Estimated Find Work $ -
$
-
Estimated Survey $ -
$
-
Estimated Design Engineering $ -
$
-
Estimated Construction $ 6,876,000
$
6,876,000
Estimated SDC $ - $ 73,610 $ 359,390
$
433,000
Project Sub-Total $ - $ - $ - $ 6,876,000 $ 73,610 $ 359,390 $ - $ - $
7,309,000
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TABLE 1-1
Project Funding Schedule
Program Delivery Plan
Comprehensive Rehabilitation Projects
2007 2008 2009 2010 2011 2012 2013 2014
Project Description Estimated Cost
CGS-R-0004 (Acadian Thruway - Claycut Road Area Rehabilitation Project)
Estimated Find Work $ -
$
-
Estimated Survey $ -
$
-
Estimated Design Engineering $ -
$
-
Estimated Construction $ 7,449,000
$
7,449,000
Estimated SDC $ 23,350 $ 443,650
$
467,000
Project Sub-Total $ - $ - $ - $ - $ 7,472,350 $ 443,650 $ - $ - $
7,916,000
CGS-R-0002 (Highland Road - Washington Street Area Rehabilitation Project)
Estimated Find Work $ -
$
-
Estimated Survey $ -
$
-
Estimated Design Engineering $ -
$
-
Estimated Construction $ 8,022,000
$
8,022,000
Estimated SDC $ - $ 507,000
$
507,000
Project Sub-Total $ - $ - $ - $ - $ 8,022,000 $ 507,000 $ - $ - $
8,529,000
SGC-R-0002a (Airline Highway - Goodwood Blvd - Phase I Area Rehabilitation Project)
Estimated Find Work $ -
$
-
Estimated Survey $ -
$
-
Estimated Design Engineering $ -
$
-
Estimated Construction $ 11,937,500
$
11,937,500
Estimated SDC $ - $ 461,790 $ 271,210
$
733,000
Project Sub-Total $ - $ - $ - $ - $ 11,937,500 $ 461,790 $ 271,210 $ - $
12,670,500
SGC-R-0002b (Airline Highway - Goodwood Blvd - Phase II Area Rehabilitation Project)
Estimated Find Work $ -
$
-
Estimated Survey $ -
$
-
Estimated Design Engineering $ -
$
-
Estimated Construction $ 11,937,500
$
11,937,500
Estimated SDC $ - $ 278,540 $ 454,460
$
733,000
Project Sub-Total $ - $ - $ - $ - $ 11,937,500 $ 278,540 $ 454,460 $ - $
12,670,500
SFU-R-0001 (Antioch Road - Chadsford Drive Area Rehabilitation Project)
Estimated Find Work $ -
$
-
Estimated Survey $ -
$
-
Estimated Design Engineering $ -
$
-
Estimated Construction $ 7,735,500
$
7,735,500
Estimated SDC $ - $ 355,510 $ 131,490
$
487,000
Project Sub-Total $ - $ - $ - $ - $ 7,735,500 $ 355,510 $ 131,490 $ - $
8,222,500
SFL-R-0002 (Jones Creek Road - Tiger Bend Road Area Rehabilitation Project)
Estimated Find Work $ -
$
-
Estimated Survey $ -
$
-
Estimated Design Engineering $ -
$
-
Estimated Construction $ 5,157,000
$
5,157,000
Estimated SDC $ - $ 179,850 $ 147,150
$
327,000
Project Sub-Total $ - $ - $ - $ - $ 5,157,000 $ 179,850 $ 147,150 $ - $
5,484,000
CGN-R-0001a (Scenic Highway - Spanish Town Road - Phase I Area Rehabilitation Project)
Estimated Find Work $ -
$
-
Estimated Survey $ -
$
-
Estimated Design Engineering $ -
$
-
Estimated Construction $ 8,595,000
$
8,595,000
Estimated SDC $ - $ 421,070 $ 111,930 $
533,000
Project Sub-Total $ - $ - $ - $ - $ - $ 8,595,000 $ 421,070 $ 111,930 $
9,128,000
CGN-R-0001b (Scenic Highway - Spanish Town Road - Phase II Area Rehabilitation Project)
Estimated Find Work $ -
$
-
Estimated Survey $ -
$
-
Estimated Design Engineering $ -
$
-
Estimated Construction $ 8,595,000
$
8,595,000
Estimated SDC $ - $ 383,760 $ 149,240 $
533,000
Project Sub-Total $ - $ - $ - $ - $ - $ 8,595,000 $ 383,760 $ 149,240 $
9,128,000
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TABLE 1-1
Project Funding Schedule
Program Delivery Plan
Comprehenisve Rehabilitation Projects
2007 2008 2009 2010 2011 2012 2013 2014
Project Description Estimated Cost
NFW-R-0002 (Interstate 110 - Hollywood Street Area Rehabilitation Project)
Estimated Find Work $ 530,000
$
530,000
Estimated Survey $ 38,000
$
38,000
Estimated Design Engineering $ 360,000
$
360,000
Estimated Construction $ 6,016,500
$
6,016,500
Estimated SDC $ - $ 380,000
$
380,000
Project Sub-Total $ - $ - $ - $ - $ 928,000 $ 6,016,500 $ 380,000 $ - $
7,324,500
SFL-R-0003 (Siegen Lane - Interstate 10 Area Rehabilitation Project)
Estimated Find Work $ 530,000
$
530,000
Estimated Survey $ 38,000
$
38,000
Estimated Design Engineering $ 360,000
$
360,000
Estimated Construction $ 6,112,000
$
6,112,000
Estimated SDC $ - $ 367,650 $ 19,350 $
387,000
Project Sub-Total $ - $ - $ - $ - $ 928,000 $ 6,112,000 $ 367,650 $ 19,350 $
7,427,000
SGC-R-0003 (Ardenwood Drive - Winboume Street Area Rehabilitation Project)
Estimated Find Work $ 410,000
$
410,000
Estimated Survey $ 38,000
$
38,000
Estimated Design Engineering $ 280,000
$
280,000
Estimated Construction $ 4,679,500
$
4,679,500
Estimated SDC $ - $ 269,560 $ 23,440 $
293,000
Project Sub-Total $ - $ - $ - $ - $ 728,000 $ 4,679,500 $ 269,560 $ 23,440 $
5,700,500
SGU-R-0003 (Flannery Road - Florida Blvd Area Rehabilitation Project)
Estimated Find Work $ 690,000
$
690,000
Estimated Survey $ 38,000
$
38,000
Estimated Design Engineering $ 470,000
$
470,000
Estimated Construction $ 7,926,500
$
7,926,500
Estimated SDC $ 260,000 $ 240,000 $
500,000
Project Sub-Total $ - $ - $ - $ - $ - $ 1,198,000 $ 8,186,500 $ 240,000 $
9,624,500
CGN-R-0002 (East Boulevard - Government Street Area Rehabilitation Project)
Estimated Find Work $ 870,000
$
870,000
Estimated Survey $ 38,000
$
38,000
Estimated Design Engineering $ 600,000
$
600,000
Estimated Construction $ 9,550,000
$
9,550,000
Estimated SDC $ 48,000 $ 552,000 $
600,000
Project Sub-Total $ - $ - $ - $ - $ - $ 1,508,000 $ 9,598,000 $ 552,000 $
11,658,000
SGC-R-0004 (North 38th Street - Gus Young Avenue Area Rehabilitation Project)
Estimated Find Work $ 320,000
$
320,000
Estimated Survey $ 38,000
$
38,000
Estimated Design Engineering $ 220,000
$
220,000
Estimated Construction $ 3,629,000
$
3,629,000
Estimated SDC $ - $ 227,000 $
227,000
Project Sub-Total $ - $ - $ - $ - $ - $ 578,000 $ 3,629,000 $ 227,000 $
4,434,000
Rehab Engineering Retainer Contracts
Estimated Design Engineering $ 1,500,000 $ 1,000,000 $ 1,500,000 $ 1,000,000
$
5,000,000
Estimated Construction $
-
Estimated SDC $
-
Project Sub-Total $ - $ 1,500,000 $ 1,000,000 $ 1,500,000 $ 1,000,000 $ - $ - $ - $
5,000,000
WWCS Evaluation & Management Project (06-WC-AR-0064)
Estimated Design Engineering $
-
Estimated Construction $ 2,056,430
$
2,056,430
Estimated SDC $ -
$
-
Project Sub-Total $ - $ 2,056,430 $ - $ - $ - $ - $ - $ - $
2,056,430
Comprehensive Rehabilitation Estimated Total Project Cost $ - $ 26,000,000 $ 54,100,000 $ 53,800,000 $ 58,900,000 $ 40,600,000 $ 24,200,000 $ 1,300,000 $ 258,900,000
GNV31031158160.xlsx/110050009 1-11
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TABLE 1-1
Project Funding Schedule
Program Delivery Plan
Capacity Improvement Projects
2007 2008 2009 2010 2011 2012 2013 2014
Project Description Estimated Cost
CGN-C-0001 (Capital Lake Drive - Gayosa Street Area Capacity Improvements)
Estimated Design Engineering $ 789,000
$
789,000
Estimated Construction $ 10,498,000
$
10,498,000
Estimated Land $ 58,000
$
58,000
Estimated SDC $ 18,900 $ 296,100
$
315,000
Project Sub-Total $ 789,000 $ -
$ 10,574,900 $ 296,100 $ - $ - $ - $
11,660,000
NFE-C-0001 (Gurney Road - Joor Road Sewer Area Upgrades)
Estimated Design Engineering $ 360,700
$
360,700
Estimated Construction $ 1,550,300
$
1,550,300
Estimated SDC $ 45,000
$
45,000
Project Sub-Total $ 360,700 $ 1,595,300 $ - $ - $ - $ - $ - $ - $
1,956,000
NFE-C-0002 (Sullivan Rd./Lovett Rd./Wax Rd. Sewer Area Upgrades)
Estimated Design Engineering $ 486,000
$
486,000
Estimated Construction $ 2,200,000
$
2,200,000
Estimated SDC $ - $ 24,700 $ 40,300
$
65,000
Project Sub-Total $ 486,000 $ 2,200,000 $ 24,700 $ 40,300 $ - $ - $ - $ - $
2,751,000
NFE-C-0003 (Comite Road - Foster Road Sewer Area Upgrades - Phase I)
Estimated Design Engineering $ 471,000
$
471,000
Estimated Construction $ 1,925,000
$
1,925,000
Estimated SDC $ - $ 9,000 $ 46,800 $ 4,200
$
60,000
Project Sub-Total $ 471,000 $ 1,925,000 $ 9,000 $ 46,800 $ 4,200 $ - $ - $ - $
2,456,000
NFE-C-0004 (Foster Road - Hooper Road Sewer Area Upgrades)
Estimated Design Engineering $ 367,000
$
367,000
Estimated Construction $ 8,762,000
$
8,762,000
Estimated SDC $ - $ 63,600 $ 201,400
$
265,000
Project Sub-Total $ 367,000 $ 8,762,000 $ 63,600 $ 201,400 $ - $ - $ - $ - $
9,394,000
NFW-C-HWY61-I (Zachary Area Transmission Network Improvements - general)
Estimated Design Engineering $ 4,510,000
$
4,510,000
Estimated Construction $ -
$
-
Estimated Land $ 40,000 $ 68,587 $ 849,240
$
958,000
Estimated SDC $ -
$
-
Project Sub-Total $ - $ 4,550,000 $ 68,587 $ 849,240 $ - $ - $ - $ - $
5,468,000
NFW-C-HWY61-I (Zachary Area Transmission Network Improvements - Ph I)
Estimated Design Engineering $ -
$
-
Estimated Construction $ 18,487,000
$
18,487,000
Estimated Land $
-
Estimated SDC $ - $ 88,000 $ 363,000 $ 99,000
$
550,000
Project Sub-Total $ - $ - $ - $ 18,487,000 $ 88,000 $ 363,000 $ 99,000 $ - $
19,037,000
NFW-C-HWY61-II (Zachary Area Transmission Network Improvements - Ph II)
Estimated Design Engineering $
-
Estimated Construction $ 14,584,000
$
14,584,000
Estimated Land $ 1,425,000
$
1,425,000
Estimated SDC $ - $ 306,680 $ 144,320
$
451,000
Project Sub-Total $ - $ - $ - $ 16,009,000 $ 306,680 $ 144,320 $ - $ - $
16,460,000
NFW-C-HWY61-III (Zachary Area Transmission Network Improvements - Ph III)
Estimated Design Engineering $
-
Estimated Construction $ 8,948,000
$
8,948,000
Estimated SDC $ - $ 42,880 $ 176,880 $ 48,240
$
268,000
Project Sub-Total $ - $ - $ - $ 8,948,000 $ 42,880 $ 176,880 $ 48,240 $ - $
9,216,000
NFW-C-HWY61-IV (Zachary Area Transmission Network Improvements - Ph IV)
Estimated Design Engineering $
-
Estimated Construction $ 7,091,000
$
7,091,000
Estimated SDC $ - $ 31,800 $ 139,920 $ 40,280
$
212,000
Project Sub-Total $ - $ - $ - $ 7,091,000 $ 31,800 $ 139,920 $ 40,280 $ - $
7,303,000
CGN-C-0003 (South Boulevard - St. Joseph Street Sewer Area Upgrades)
Estimated Design Engineering $ 809,000
$
809,000
Estimated Construction $ 17,970,000
$
17,970,000
Estimated SDC $ 91,800 $ 437,400 $ 10,800
$
540,000
Project Sub-Total $ - $ 809,000
$ 18,061,800 $ 437,400 $ 10,800 $ - $ - $
19,319,000
CGN-C-0005 (Downtown Area Pump Station Improvements)
Estimated Design Engineering $ 900,000
$
900,000
Estimated Construction $ 4,841,000
$
4,841,000
Estimated SDC $ 2,900 $ 104,400 $ 37,700
$
145,000
Project Sub-Total $ - $ 900,000
$ 4,843,900 $ 104,400 $ 37,700 $ - $ - $
5,886,000
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TABLE 1-1
Project Funding Schedule
Program Delivery Plan
Capacity Improvement Projects
2007 2008 2009 2010 2011 2012 2013 2014
Project Description Estimated Cost
CGS-C-0004 (Highland Road - Buchanan Street Area Sewer Upgrades)
Estimated Design Engineering $ 532,000
$
532,000
Estimated Construction $ 4,326,000
$
4,326,000
Estimated SDC $ - $ 120,900 $ 9,100
$
130,000
Project Sub-Total $ - $ 532,000 $ 4,326,000 $ 120,900 $ 9,100 $ - $ - $ - $
4,988,000
SGC-C-PS119 (Citiplace/Essen Area - PS119 & Forcemain Improvements)
Estimated Design Engineering $ 480,000
$
480,000
Estimated Construction $ 2,802,000
$
2,802,000
Estimated SDC $ 31,450 $ 53,550
$
85,000
Project Sub-Total $ - $ 480,000
$ 2,833,450 $ 53,550 $ - $ - $ - $
3,367,000
Group Project 1A (Metro Airport Area Sewer Upgrades)
Estimated Design Engineering $ 3,237,000
$
3,237,000
Estimated Construction $ 19,581,000
$
19,581,000
Estimated Land $ 840,000
$
840,000
Estimated SDC $ - $ 70,200 $ 391,950 $ 122,850
$
585,000
Project Sub-Total $ - $ 3,237,000 $ - $ 20,421,000 $ 70,200 $ 391,950 $ 122,850 $ - $
24,243,000
Group Project 1B (Metro AirportSewer Area PS and FM Upgrades)
Estimated Design Engineering $ 2,561,000
$
2,561,000
Estimated Construction $ 19,309,000
$
19,309,000
Estimated Land $ 635,000
$
635,000
Estimated SDC $ - $ 71,400 $ 398,650 $ 124,950
$
595,000
Project Sub-Total $ - $ 2,561,000 $ - $ 19,944,000 $ 71,400 $ 398,650 $ 124,950 $ - $
23,100,000
SFL-C-0002 (Perkins/Old Perkins Area - Booster Pump Station 514 Improvements)
Estimated Design Engineering $ 1,233,000
$
1,233,000
Estimated Construction $ 7,730,000
$
7,730,000
Estimated Land $ 203,000
$
203,000
Estimated SDC $ - $ 88,800 $ 151,200
$
240,000
Project Sub-Total $ - $ - $ 1,233,000 $ 7,933,000 $ 88,800 $ 151,200 $ - $ - $
9,406,000
SFL-C-0004 (Group Project 2 - Old Perkins - Highland Road Area Sewer Upgrades)
Estimated Design Engineering $ 525,000
$
525,000
Estimated Construction $ 3,476,000
$
3,476,000
Estimated SDC $ - $ 7,350 $ 75,600 $ 22,050
$
105,000
Project Sub-Total $ - $ 525,000 $ 3,476,000 $ 7,350 $ 75,600 $ 22,050 $ - $ - $
4,106,000
SFL-C-0005 (Highland Road - Burbank Drive Capacity Improvements)
Estimated Design Engineering $ 1,574,000
$
1,574,000
Estimated Construction $ 20,591,000
$
20,591,000
Estimated Land $ 430,000
$
430,000
Estimated SDC $ 18,600 $ 539,400 $ 62,000
$
620,000
Project Sub-Total $ - $ 1,574,000
$ 21,039,600 $ 539,400 $ 62,000 $ - $ - $
23,215,000
SFL-C-0006 (Nicholson Dr - Highland Rd - Perkins Rd Capacity Improvements)
Estimated Design Engineering $ 1,127,000
$
1,127,000
Estimated Construction $ 11,365,000
$
11,365,000
Estimated Land $ 575,000
$
575,000
Estimated SDC $ - $ 177,500 $ 177,500
$
355,000
Project Sub-Total $ - $ - $ 1,127,000 $ - $ 11,940,000 $ 177,500 $ 177,500 $ - $
13,422,000
SGL-C-0005 (Bayou Duplantier Area Sewer Upgrades)
Estimated Design Engineering $ 534,000
$
534,000
Estimated Construction $ 5,300,000
$
5,300,000
Estimated Land $ 285,000
$
285,000
Estimated SDC $ - $ 82,500 $ 82,500
$
165,000
Project Sub-Total $ - $ - $ 534,000 $ - $ 5,585,000 $ 82,500 $ 82,500 $ - $
6,284,000
CGN-C-0002 (25th Street - North Acadian Thruway Capacity Improvements)
Estimated Design Engineering $ 521,000
$
521,000
Estimated Construction $ -
$
-
Estimated SDC $ -
$
-
Project Sub-Total $ - $ - $ 521,000 $ - $ - $ - $ - $ - $
521,000
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JANUARY 2011
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TABLE 1-1
Project Funding Schedule
Program Delivery Plan
Capacity Improvement Projects
2007 2008 2009 2010 2011 2012 2013 2014
Project Description Estimated Cost
CGS-C-0006 (Government St - South Acadian Thruway Sewer Area Upgrades)
Estimated Design Engineering $ 434,000
$
434,000
Estimated Construction $ 4,680,000
$
4,680,000
Estimated Land $ 190,000
$
190,000
Estimated SDC $ - $ 72,500 $ 72,500
$
145,000
Project Sub-Total $ - $ - $ 434,000 $ - $ 4,870,000 $ 72,500 $ 72,500 $ - $
5,449,000
NGS-C-0002 (Plank Road - Kleinpeter Road Sewer Area Upgrades)
Estimated Design Engineering $ 768,000
$
768,000
Estimated Construction $ 8,000,000
$
8,000,000
Estimated Land $ 490,000
$
490,000
Estimated SDC $ - $ 125,000 $ 125,000
$
250,000
Project Sub-Total $ - $ - $ 768,000 $ - $ 8,490,000 $ 125,000 $ 125,000 $ - $
9,508,000
SFU-C-0005 (O'Neal Lane Pipeline Improvements)
Estimated Design Engineering $ 2,989,000
$
2,989,000
Estimated Construction $ 17,286,000
$
17,286,000
Estimated Land $ 1,035,000
$
1,035,000
Estimated SDC $ - $ 272,500 $ 272,500
$
545,000
Project Sub-Total $ - $ - $ - $ 2,989,000 $ 18,321,000 $ 272,500 $ 272,500 $ - $
21,855,000
SFL-C-0001 (Multiple PS - Nicholson Dr - Brightside Dr)
Estimated Design Engineering $ 940,000
$
940,000
Estimated Construction $ 5,950,000
$
5,950,000
Estimated Land $ 175,000
$
175,000
Estimated SDC $ 3,700 $ 144,300 $ 37,000
$
185,000
Project Sub-Total $ - $ - $ 940,000 $ - $ 6,128,700 $ 144,300 $ 37,000 $ - $
7,250,000
SGC-C-PS58A (Pump Station 58 Replacement)
Estimated Design Engineering $ 1,548,000
$
1,548,000
Estimated Construction $ 15,750,000
$
15,750,000
Estimated SDC $ - $ 121,250 $ 344,350 $ 19,400
$
485,000
Project Sub-Total $ - $ - $ 1,548,000 $ 15,750,000 $ 121,250 $ 344,350 $ 19,400 $ - $
17,783,000
SGC-C-PS58FM-A (Staring Lane FM (Phase I - Burbank Dr to Highland Rd))
Estimated Design Engineering $ 1,607,000
$
1,607,000
Estimated Construction $ 4,616,000
$
4,616,000
Estimated SDC $ 105,000 $ 35,000
$
140,000
Project Sub-Total $ - $ 1,607,000 $ 4,721,000 $ 35,000 $ - $ - $ - $ - $
6,363,000
SGC-C-PS58FM-B (Staring Lane FM (Phase II - Highland Rd to Perkins Rd))
Estimated Design Engineering $ -
$
-
Estimated Construction $ 10,715,000
$
10,715,000
Estimated SDC $ - $ 25,600 $ 265,600 $ 28,800
$
320,000
Project Sub-Total $ - $ - $ - $ 10,715,000 $ 25,600 $ 265,600 $ 28,800 $ - $
11,035,000
SGC-C-PS58FM-C (Staring Lane FM (Phase III - Perkins Rd to PS 58))
Estimated Design Engineering $ 471,000
$
471,000
Estimated Construction $ 8,390,000
$
8,390,000
Estimated Land $ 150,000
$
150,000
Estimated SDC $ - $ 7,950 $ 235,850 $ 21,200
$
265,000
Project Sub-Total $ - $ - $ 471,000 $ 8,540,000 $ 7,950 $ 235,850 $ 21,200 $ - $
9,276,000
SFU-C-0001 (Multiple PS - Jefferson Hwy - Park Forest Dr)
Estimated Design Engineering $ 385,000
$
385,000
Estimated Construction $ 2,560,000 $ -
$
2,560,000
Estimated Land $ 175,000 $ -
$
175,000
Estimated SDC $ 1,600 $ 43,200 $ 35,200
$
80,000
Project Sub-Total $ - $ - $ 385,000 $ 2,735,000 $ 1,600 $ 43,200 $ 35,200 $ - $
3,200,000
SGC-C-0002 (Airline Highway Pipeline Improvements)
Estimated Design Engineering $ 2,984,000
$
2,984,000
Estimated Construction $ 35,240,000
$
35,240,000
Estimated Land $ 575,000
$
575,000
Estimated SDC $ - $ 629,850 $ 475,150
$
1,105,000
Project Sub-Total $ - $ - $ 2,984,000 $ - $ 35,815,000 $ 629,850 $ 475,150 $ - $
39,904,000
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TABLE 1-1
Project Funding Schedule
Program Delivery Plan
Capacity Improvement Projects
2007 2008 2009 2010 2011 2012 2013 2014
Project Description Estimated Cost
NFW-C-0009 (Multiple PS - Highway 61 - Plank Road)
Estimated Design Engineering $ 915,000
$
915,000
Estimated Construction $ 5,919,000
$
5,919,000
Estimated Land $ 183,000
$
183,000
Estimated SDC $ 11,100 $ 173,900 $
185,000
Project Sub-Total $ - $ - $ - $ - $ 915,000 $ - $ 6,113,100 $ 173,900 $
7,202,000
SGL-C-0002 (Multiple PS - Highland Road - Kenilworth Parkway) - excluding LSU PS
Estimated Design Engineering $ 1,720,000
$
1,720,000
Estimated Construction $ 8,926,760
$
8,926,760
Estimated Land $ 275,000
$
275,000
Estimated SDC $ 5,500 $ 184,250 $ 85,250 $
275,000
Project Sub-Total $ - $ - $ - $ 1,720,000 $ - $ 9,207,260 $ 184,250 $ 85,250 $
11,196,760
SGC-C-0001 (Florida Blvd Pump Station Improvements)
Estimated Design Engineering $ 2,235,000
$
2,235,000
Estimated Construction $ 14,457,000
$
14,457,000
Estimated Land $ 447,000
$
447,000
Estimated SDC $ 22,250 $ 373,800 $ 48,950 $
445,000
Project Sub-Total $ - $ - $ - $ 2,235,000 $ - $ 14,926,250 $ 373,800 $ 48,950 $
17,584,000
NGS-C-0003 (Plank Road Pump Station Improvements)
Estimated Design Engineering $ 1,440,000
$
1,440,000
Estimated Construction $ 9,315,000
$
9,315,000
Estimated Land $ 288,000
$
288,000
Estimated SDC $ - $ 162,400 $ 127,600 $
290,000
Project Sub-Total $ - $ - $ - $ - $ 1,440,000 $ 9,603,000 $ 162,400 $ 127,600 $
11,333,000
SGU-C-0003 (Sherwood Forest Blvd - Goodwood Blvd Pipeline Improvements)
Estimated Design Engineering $ 925,000
$
925,000
Estimated Construction $ 11,174,000
$
11,174,000
Estimated Land $ 351,000
$
351,000
Estimated SDC $ 21,000 $ 329,000 $
350,000
Project Sub-Total $ - $ - $ - $ 925,000 $ - $ - $ 11,546,000 $ 329,000 $
12,800,000
NFW-C-0001 (Joor Road - Greenwell Springs Road Sewer Area Upgrades)
Estimated Design Engineering $ 1,100,000
$
1,100,000
Estimated Construction $ 6,876,000
$
6,876,000
Estimated Land $ 216,000
$
216,000
Estimated SDC $ - $ 215,000 $
215,000
Project Sub-Total $ - $ - $ - $ - $ 1,100,000 $ - $ 7,092,000 $ 215,000 $
8,407,000
NFW-C-0007 (Plank Road - Port Hudson Pride Road Sewer Area Upgrades)
Estimated Design Engineering $ 1,200,000
$
1,200,000
Estimated Construction $ 4,775,000
$
4,775,000
Estimated Land $ 150,000
$
150,000
Estimated SDC $ - $ 150,000 $
150,000
Project Sub-Total $ - $ - $ - $ - $ 1,200,000 $ - $ 4,925,000 $ 150,000 $
6,275,000
SGL-C-0003 (Highland Road Pipeline Improvements)
Estimated Design Engineering $ 1,600,000
$
1,600,000
Estimated Construction $ 17,763,000
$
17,763,000
Estimated Land $ 558,000
$
558,000
Estimated SDC $ - $ 224,000 $ 336,000 $
560,000
Project Sub-Total $ - $ - $ - $ 1,600,000 $ - $ 18,321,000 $ 224,000 $ 336,000 $
20,481,000
SGU-C-0005 (Oak Villa Boulevard - Monterey Boulevard Sewer Area Upgrades)
Estimated Design Engineering $ 740,000
$
740,000
Estimated Construction $ 8,977,000
$
8,977,000
Estimated Land $ 282,000
$
282,000
Estimated SDC $ 16,800 $ 263,200 $
280,000
Project Sub-Total $ - $ - $ - $ 740,000 $ - $ - $ 9,275,800 $ 263,200 $
10,279,000
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TABLE 1-1
Project Funding Schedule
Program Delivery Plan
Capacity Improvement Projects
2007 2008 2009 2010 2011 2012 2013 2014
Project Description Estimated Cost
NFE-C-0006 (Lovett Road - Greenwell Springs Road Sewer Area Upgrades)
Estimated Design Engineering $ 3,508,000
$
3,508,000
Estimated Construction $ 18,145,000
$
18,145,000
Estimated Land $ 950,000
$
950,000
Estimated SDC $ - $ 188,100 $ 381,900 $
570,000
Project Sub-Total $ - $ - $ - $ 3,508,000 $ - $ 19,095,000 $ 188,100 $ 381,900 $
23,173,000
NFE-C-0005 (Hooper Road Pump Station Improvements)
Estimated Design Engineering $ 1,845,000
$
1,845,000
Estimated Construction $ 11,935,000
$
11,935,000
Estimated Land $ 650,000
$
650,000
Estimated SDC $ - $ 99,900 $ 270,100
$
370,000
Project Sub-Total $ - $ - $ - $ 1,845,000 $ 12,585,000 $ 99,900 $ 270,100 $ - $
14,800,000
NFW-C-0010 (Multiple PS - Prescott Rd - Greenwell Springs Rd)
Estimated Design Engineering $ 735,000
$
735,000
Estimated Construction $ - $ 4,754,000
$
4,754,000
Estimated Land $ - $ 147,000
$
147,000
Estimated SDC $ - $ 31,900 $ 113,100 $
145,000
Project Sub-Total $ - $ - $ - $ - $ 735,000 $ - $ 4,932,900 $ 113,100 $
5,781,000
SFU-C-0002A (O'Neal Lane Pump Station Improvements - Group A)
Estimated Design Engineering $ 1,890,000
$
1,890,000
Estimated Construction $ 12,226,000
$
12,226,000
Estimated Land $ 378,000
$
378,000
Estimated SDC $ 19,000 $ 319,200 $ 41,800 $
380,000
Project Sub-Total $ - $ - $ - $ 1,890,000 $ - $ 12,623,000 $ 319,200 $ 41,800 $
14,874,000
SFU-C-0002B (O'Neal Lane Pump Station Improvements - Group B)
Estimated Design Engineering $ 1,515,000
$
1,515,000
Estimated Construction $ 9,800,000
$
9,800,000
Estimated Land $ 303,000
$
303,000
Estimated SDC $ 15,250 $ 256,200 $ 33,550 $
305,000
Project Sub-Total $ - $ - $ - $ 1,515,000 $ - $ 10,118,250 $ 256,200 $ 33,550 $
11,923,000
SFL-C-0003 (Multiple PS - Burbank Drive - Siegen Lane)
Estimated Design Engineering $ 630,000
$
630,000
Estimated Construction $ 4,075,000
$
4,075,000
Estimated Land $ 126,000
$
126,000
Estimated SDC $ - $ 41,250 $ 83,750 $
125,000
Project Sub-Total $ - $ - $ - $ - $ 630,000 $ 4,201,000 $ 41,250 $ 83,750 $
4,956,000
CC-WWTP-PS (Pump Station 42)
Estimated Design Engineering $ 1,447,000
$
1,447,000
Estimated Construction $ 6,695,070
$
6,695,070
Estimated SDC $ - $ 90,200 $ 114,800
$
205,000
Project Sub-Total $ - $ - $ 1,447,000 $ 6,695,070 $ 90,200 $ 114,800 $ - $ - $
8,347,070
CC-East-PS (Central Consolidated Pump Stations)
Estimated Design Engineering $ 1,804,000
$
1,804,000
Estimated Construction $ 15,240,000
$
15,240,000
Estimated Land $ 335,000
$
335,000
Estimated SDC $ - $ 272,600 $ 197,400
$
470,000
Project Sub-Total $ - $ - $ 1,804,000 $ 15,575,000 $ 272,600 $ 197,400 $ - $ - $
17,849,000
CC-WWTP-FM (Pump Station 42 Forcemain)
Estimated Design Engineering $ 1,608,000
$
1,608,000
Estimated Construction $ 25,021,000
$
25,021,000
Estimated Land $ 375,000
$
375,000
Estimated SDC $ - $ 243,350 $ 541,650
$
785,000
Project Sub-Total $ - $ - $ 1,608,000 $ 25,396,000 $ 243,350 $ 541,650 $ - $ - $
27,789,000
CC-East-FM (Central Consolidated Forcemain)
Estimated Design Engineering $ 1,387,000
$
1,387,000
Estimated Construction $ 14,570,000
$
14,570,000
Estimated Land $ 435,000
$
435,000
Estimated SDC $ - $ 262,200 $ 197,800
$
460,000
Project Sub-Total $ - $ - $ 1,387,000 $ 15,005,000 $ 262,200 $ 197,800 $ - $ - $
16,852,000
Capacity Improvement Estimated Total Project Cost $ 2,500,000 $ 31,300,000 $ 29,900,000 $ 276,900,000 $ 113,000,000 $ 103,500,000 $ 47,700,000 $ 2,400,000 $ 607,100,000
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TABLE 1-1
Project Funding Schedule
Program Delivery Plan
Wastewater Treatment/Storage Projects
2007 2008 2009 2010 2011 2012 2013 2014
Project Description Estimated Cost
NFW-C-0002 (Choctaw Storage and Pump Station Facility)
Estimated Design Engineering $ 4,227,000
$
4,227,000
Estimated Construction $ 43,237,000
$
43,237,000
Estimated Land $ 1,218,720
$ 285,280
$
1,504,000
Estimated SDC $ -
$ 1,185,000 $ 315,000
$
1,500,000
Project Sub-Total $ 1,218,720 $ 4,227,000 $ - $ 43,522,280 $ 1,185,000 $ 315,000 $ - $ - $
50,468,000
NFW-C-0004 (Hooper Storage Facility)
Estimated Design Engineering $ 1,555,000
$
1,555,000
Estimated Construction $ 19,115,000
$
19,115,000
Estimated Land $ 195,000
$
195,000
Estimated SDC $ - $ 483,800 $ 106,200
$
590,000
Project Sub-Total $ - $ - $ 1,555,000 $ 19,310,000 $ 483,800 $ 106,200 $ - $ - $
21,455,000
STP-C-0001 (South WWTP - Phase 1)
Estimated Design Engineering $ 8,200,000
$
8,200,000
Estimated Construction $ 108,200,000
$ 108,200,000
Estimated Land $ 6,400,000
$
6,400,000
Estimated SDC $ - $ 81,000 $ 1,269,000 $ 1,269,000 $ 81,000
$
2,700,000
Project Sub-Total $ - $ 8,200,000 $ 114,600,000 $ 81,000 $ 1,269,000 $ 1,269,000 $ 81,000 $ - $ 125,500,000
STP-C-0002 (South WWTP - Phase 2-PDP)
Estimated Design Engineering $ 9,560,000
$
9,560,000
Estimated Construction $ 92,179,000
$
92,179,000
Estimated Land $ 65,000
$
65,000
Estimated SDC $ - $ 162,000 $ 1,593,000 $ 945,000
$
2,700,000
Project Sub-Total $ - $ - $ 9,560,000 $ 65,000 $ 92,341,000 $ 1,593,000 $ 945,000 $ - $ 104,504,000
SSO Odor Control NWWTP (07-TP-BD-0030)
Estimated Design Engineering $ 101,000
$
101,000
Estimated Construction $ 1,486,000
$
1,486,000
Estimated SDC $
-
Project Sub-Total $ 101,000 $ 1,486,000 $ - $ - $ - $ - $ - $ - $
1,587,000
SWWTP IAP (08-TP-BD-0031)
Estimated Design Engineering $ 2,839,112
$
2,839,112
Estimated Construction $ 27,175,888
$
27,175,888
Estimated SDC $ -
$
-
Project Sub-Total $ 2,839,112 $ 27,175,888 $ - $ - $ - $ - $ - $ - $
30,015,000
WW Treatment/Storage Estimated Total Project Cost $ 4,200,000 $ 41,100,000 $ 125,700,000 $ 63,000,000 $ 95,300,000 $ 3,300,000 $ 1,030,000 $ - $ 333,500,000
Estimated Construction Management Total (Based on 33%/50% - rehab/capacity - of SDC cost) $ - $ 48,000 $ 775,000 $ 1,911,000 $ 8,473,000 $ 11,311,000 $ 6,529,000 $ 3,064,000 $
32,100,000
Estimated Program Management Total $ 6,122,902 $ 10,074,758 $ 11,095,242 $ 15,516,000 $ 12,841,000 $ 12,336,000 $ 11,661,000 $ 5,933,000 $
85,600,000
Estimated Total of Construction Management and Program Management $ 6,122,902 $ 10,122,758 $ 11,870,242 $ 17,427,000 $ 21,314,000 $ 23,647,000 $ 18,190,000 $ 8,997,000 $ 117,700,000
Total Estimated Wet Weather Program Cost (Sept. 2007 Dollars) $ 12,820,000 $ 108,520,000 $ 221,570,000 $ 411,130,000 $ 288,510,000 $ 171,050,000 $ 91,120,000 $ 12,700,000 $ 1,317,000,000
Total Estimated Wet Weather Program Cost (Considering 3% Per Year Inflation Rate) $ 12,820,000 $ 108,520,000 $ 221,570,000 $ 411,130,000 $ 288,510,000 $ 175,500,000 $ 95,600,000 $ 13,000,000 $ 1,327,000,000
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JANUARY 2011
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TABLE 1-1
Project Funding Schedule
Program Delivery Plan
"Preliminary Master Plan"
2007 2008 2009 2010 2011 2012 2013 2014
Project Description Estimated Cost
STP-C-0002 (South WWTP - Phase 2 - MP)
Estimated Design Engineering $ -
$
-
Estimated Construction $ 15,040,000
$
15,040,000
Estimated SDC $ -
$
-
Project Sub-Total $ - $ - $ - $ - $ 15,040,000 $ - $ - $ - $
15,040,000
Sewer System & WWTP Backup Power Program
Estimated Design Engineering $ -
$
-
Estimated Construction $ 10,100,000 $ 10,000,000 $ 7,500,000 $ 2,500,000 $ 400,000
$
30,500,000
Estimated SDC $ 305,000 $ 300,000 $ 225,000 $ 75,000 $ 10,000
$
915,000
Project Sub-Total $ - $ - $ 10,405,000 $ 10,300,000 $ 7,725,000 $ 2,575,000 $ 410,000 $ - $
31,415,000
North WWTP Backup Power
Estimated Design Engineering $ 385,000 $
385,000
Estimated Construction $ 5,337,000 $
5,337,000
Estimated SDC $ - $ - $ - $ - $ - $ 165,000 $
165,000
Project Sub-Total $ - $ - $ - $ - $ - $ - $ - $ 5,887,000 $
5,887,000
Choctaw Sewer Collection Maintenance Facility
Estimated Design Engineering $ -
$
-
Estimated Construction $ 14,943,000
$
14,943,000
Estimated SDC $ 460,000
$
460,000
Project Sub-Total $ - $ - $ - $ - $ - $ 15,403,000 $ - $ - $
15,403,000
SGL-C-0002 (Multiple PS - Highland Road - Kenilworth Parkway - LSU Pump Station)
Estimated Design Engineering $
-
Estimated Construction $ 2,154,000
$
2,154,000
Estimated SDC $ 1,300 $ 43,550 $ 20,150 $
65,000
Project Sub-Total $ - $ - $ - $ - $ - $ 2,155,300 $ 43,550 $ 20,150 $
2,219,000
North WWTP Priority One (Urgent Needs) Project
Estimated Design Engineering $ -
$ 740,000 $
740,000
Estimated Construction $ -
$
10,188,000
Estimated SDC $ -
$
300,000
Project Sub-Total $ - $ - $ - $ - $ - $ - $ - $ 740,000 $
11,228,000
North WWTP Priority Two (O&M Needs) Project
Estimated Design Engineering $ - $ 1,197,000 $
1,197,000
Estimated Construction $ - $
16,592,000
Estimated SDC $ - $
500,000
Project Sub-Total $ - $ - $ - $ - $ - $ - $ - $ 1,197,000 $
18,289,000
North WWTP SCADA
Estimated Design Engineering $ 161,000 $
161,000
Estimated Construction $ -
$ 2,232,000 $
2,232,000
Estimated SDC $ -
$ 70,000 $
70,000
Project Sub-Total $ - $ - $ - $ - $ - $ - $ - $ 2,463,000 $
2,463,000
Collection System SCADA
Estimated Design Engineering $ -
$
-
Estimated Construction $ 6,258,500 $ 6,258,500
$
12,517,000
Estimated SDC $ 192,500 $ 192,500
$
385,000
Project Sub-Total $ - $ - $ - $ - $ 6,451,000 $ 6,451,000 $ - $ - $
12,902,000
SCADA Operations Data/Control Center
Estimated Design Engineering $ -
$
-
Estimated Construction $ 1,164,000
$
1,164,000
Estimated SDC $ 50,000
$
50,000
Project Sub-Total $ - $ - $ - $ - $ 1,214,000 $ - $ - $ - $
1,214,000
"Preliminary Master Plan" Total Project Cost $ - $ - $ 10,500,000 $ 10,300,000 $ 30,400,000 $ 26,600,000 $ 450,000 $ 10,300,000 $ 116,100,000
Total Estimated Program Cost (Sept. 2007 Dollars) $ 12,800,000 $ 108,500,000 $ 232,100,000 $ 421,400,000 $ 318,900,000 $ 197,600,000 $ 91,600,000 $ 23,000,000 $ 1,433,000,000
Total Estimated Program Cost (Considering 3% Per Year Inflation Rate) $ 12,800,000 $ 108,500,000 $ 232,100,000 $ 421,400,000 $ 318,900,000 $ 202,800,000 $ 96,100,000 $ 24,300,000 $ 1,448,000,000
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FIGURE 1-1
Program Funding Schedule
Program Delivery Plan
450,000,000
Estim mated Total Program Cost
400,000,000
350,000,000
300,000,000
250,000,000
200,000,000
150,000,000000 000
REHAB
CAPACITY
WWTP/STORAGE
"PRELIM. MASTER PLAN"
OVERALL PROGRAM
100,000,000
50,000,000
0
2007 2008 2009 2010 2011 2012 2013 2014
Year
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FIGURE 1-2
Program Schedule
Program Delivery Plan
ID
Task Name
1 SFL-R-0001 (Jefferson Hwy - HooShooToo Road Area Rehabilitation Project) - pre-construction
2007 2008 2009 2010 2011 2012 2013 2014 2015
Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1
2 SFL-R-0001 (Jefferson Hwy - HooShooToo Road Area Rehabilitation Project) - construction
3 SGL-R-0002 (Staring Lane - Boone Drive Area Rehabilitation Project) - pre-construction
4 SGL-R-0002 (Staring Lane - Boone Drive Area Rehabilitation Project) - construction
5 SGL-R-0001 (Burbank Drive - Gardere Lane Area Rehabilitation Project) - pre-construction
6 SGL-R-0001 (Burbank Drive - Gardere Lane Area Rehabilitation Project) - construction
7 SGU-R-0001 (Oak Villa Blvd - Choctaw Street Area Rehabilitation Project) - pre-construction
8 SGU-R-0001 (Oak Villa Blvd - Choctaw Street Area Rehabilitation Project) - construction
9 NGS-R-0002 (Scotland Avenue - Progress Road Area Rehabilitation Project) - pre-construction
10 NGS-R-0002 (Scotland Avenue - Progress Road Rehabilitation Project) - construction
11 NGS-R-0001 (Elm Grove Garden Road - Harding Blvd Area Rehabilitation Project) - pre-construction
12 NGS-R-0001 (Elm Grove Garden Road - Harding Blvd Area Rehabilitation Project) - construction
13 SGU-R-0002 (Sharp Road - Florida Blvd Area Rehabilitation Project) - pre-construction
14 SGU-R-0002 (Sharp Road - Florida Blvd Area Rehabilitation Project) - construction
15 SGL-R-0003 (Kenilworth Blvd - Boone Drive Area Rehabilitation Project) - pre-construction
16 SGL-R-0003 (Kenilworth Blvd - Boone Drive Area Rehabilitation Project) - construction
17 CGS-R-0001 (Foster Drive - Government Street Area Rehabilitation Project) - pre-construction
18 CGS-R-0001 (Foster Drive - Government Street Area Rehabilitation Project) - construction
19 NFE-R-0001 (Silverleaf Road - Ford Street Area Rehabilitation Project) - pre-construction
20 NFE-R-0001 (Silverleaf Road - Ford Street Area Rehabilitation Project) - construction
21 NFW-R-0001a (Brookstown Road - Evangeline Street - Phase I Area Rehabilitation Project) - pre-construction
22 NFW-R-0001a (Brookstown Road - Evangeline Street - Phase I Area Rehabilitation Project) - construction
23 NFW-R-0001b (Brookstown Road - Evangeline Street - Phase II Area Rehabilitation Project) - pre-construction
24 NFW-R-0001b (Brookstown Road - Evangeline Street - Phase II Area Rehabilitation Project) - construction
25 SGC-R-0001a (Bluebonnet Blvd - Jefferson Hwy - Phase I Area Rehabilitation Project) - pre-construction
26 SGC-R-0001a (Bluebonnet Blvd - Jefferson Hwy - Phase I Area Rehabilitation Project) - construction
27 SGC-R-0001b (Bluebonnet Blvd - Jefferson Hwy - Phase II Area Rehabilitation Project) - pre-construction
28 SGC-R-0001b (Bluebonnet Blvd - Jefferson Hwy - Phase II Area Rehabilitation Project) - construction
29 CGS-R-0005 (Acadian Thruway - Perkins Road Area Rehabilitation Project) - pre-construction
30 CGS-R-0005 (Acadian Thruway - Perkins Road Area Rehabilitation Project) - construction
31 CGS-R-0003 (Stanford Avenue - Morning Glory Road Area Rehabilitation Project) - pre-construction
32 CGS-R-0003 (Stanford Avenue - Morning Glory Road Area Rehabilitation Project) - construction
Project: BTR_Program_Schedule_brok
Date: Thu 1/27/11
Task
Split
Progress
Milestone
Summary
Project Summary
External Tasks
External Milestone
Deadline
1-29 JANUARY 2011
REV 6

FIGURE 1-2
Program Schedule
Program Delivery Plan
ID
Task Name
33 CGS-R-0004 (Acadian Thruway - Claycut Road Area Rehabilitation Project) - pre-construction
2007 2008 2009 2010 2011 2012 2013 2014 2015
Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1
34 CGS-R-0004 (Acadian Thruway - Claycut Road Area Rehabilitation Project) - construction
35 CGS-R-0002 (Highland Road - Washington Street Area Rehabilitation Project) - pre-construction
36 CGS-R-0002 (Highland Road - Washington Street Area Rehabilitation Project) - construction
37 SGC-R-0002a (Airline Highway - Goodwood Blvd - Phase I Area Rehabilitation Project) - pre-construction
38 SGC-R-0002a (Airline Highway - Goodwood Blvd - Phase I Area Rehabilitation Project) - construction
39 SGC-R-0002b (Airline Highway - Goodwood Blvd - Phase II Area Rehabilitation Project)- pre-construction
40 SGC-R-0002b (Airline Highway - Goodwood Blvd - Phase II Area Rehabilitation Project) - construction
41 SFU-R-0001 (Antioch Road - Chadsford Drive Area Rehabilitation Project) - pre-construction
42 SFU-R-0001 (Antioch Road - Chadsford Drive Area Rehabilitation Project) - construction
43 SFL-R-0002 (Jones Creek Road - Tiger Bend Road Area Rehabilitation Project) - pre-construction
44 SFL-R-0002 (Jones Creek Road - Tiger Bend Road Area Rehabilitation Project) - construction
45 CGN-R-0001a (Scenic Highway - Spanish Town Road - Phase I Area Rehabilitation Project) - pre-construction
46 CGN-R-0001a (Scenic Highway - Spanish Town Road - Phase I Area Rehabilitation Project) - construction
47 CGN-R-0001b (Scenic Highway - Spanish Town Road - Phase II Area Rehabilitation Project) - pre-construction
48 CGN-R-0001b (Scenic Highway - Spanish Town Road - Phase II Area Rehabilitation Project) - construction
49 NFW-R-0002 (Interstate 110 - Hollywood Street Area Rehabilitation Project) - pre-construction
50 NFW-R-0002 (Interstate 110 - Hollywood Street Area Rehabilitation Project) - construction
51 SFL-R-0003 (Siegen Lane - Interstate 10 Area Rehabilitation Project) - pre-construction
52 SFL-R-0003 (Siegen Lane - Interstate 10 Area Rehabilitation Project) - construction
53 SGC-R-0003 (Ardenwood Drive - Winbourne Street Area Rehabilitation Project) - pre-construction
54 SGC-R-0003 (Ardenwood Drive - Winbourne Street Area Rehabilitation Project) - construction
55 SGU-R-0003 (Flannery Road - Florida Blvd Area Rehabilitation Project) - pre-construction
56 SGU-R-0003 (Flannery Road - Florida Blvd Area Rehabilitation Project) - construction
57 CGN-R-0002 (East Boulevard - Government Street Area Rehabilitation Project) - pre-construction
58 CGN-R-0002 (East Boulevard - Government Street Area Rehabilitation Project) - construction
59 SGC-R-0004 (North 38th Street - Gus Young Avenue Area Rehabilitation Project) - pre-construction
60 SGC-R-0004 (North 38th Street - Gus Young Avenue Area Rehabilitation Project) - construction
Project: BTR_Program_Schedule_brok
Date: Thu 1/27/11
Task
Split
Progress
Milestone
Summary
Project Summary
External Tasks
External Milestone
Deadline
1-31 JANUARY 2011
REV 6

FIGURE 1-2
Program Schedule
Program Delivery Plan
ID
Task Name
61 CGN-C-0001 (Capital Lake Drive - Gayosa Street Area Capacity Improvements) - pre-construction
2007 2008 2009 2010 2011 2012 2013 2014 2015
Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1
62 CGN-C-0001 (Capital Lake Drive - Gayosa Street Area Capacity Improvements) - construction
63 NFE-C-0001 (Gurney Road - Joor Road Sewer Area Upgrades) - pre-construction
64 NFE-C-0001 (Gurney Road - Joor Road Sewer Area Upgrades) - construction
65 NFE-C-0002 (Sullivan Road / Lovett Road / Wax Road Sewer Area Upgrades) - pre-construction
66 NFE-C-0002 (Sullivan Road / Lovett Road / Wax Road Sewer Area Upgrades) - construction
67 NFE-C-0003 (Comite Drive - Foster Road Sewer Area Upgrades - Phase 1) - pre-construction
68 NFE-C-0003 (Comite Drive - Foster Road Sewer Area Upgrades - Phase 1) - construction
69 NFE-C-0004 (Foster Road - Hooper Road Sewer Area Upgrades) - pre-construction
70 NFE-C-0004 (Foster Road - Hooper Road Sewer Area Upgrades) - construction
71 NFW-C-HWY61-I (ZATNIP - Phase I) - pre-construction
72 NFW-C-HWY61-I (ZATNIP - Phase I) - construction
73 NFW-C-HWY61-II (ZATNIP - Phase II) - pre-construction
74 NFW-C-HWY61-II (ZATNIP - Phase II) - construction
75 NFW-C-HWY61-III (ZATNIP - Phase III) - pre-construction
76 NFW-C-HWY61-III (ZATNIP - Phase III) - construction
77 NFW-C-HWY61-IV (ZATNIP - Phase IV) - pre-construction
78 NFW-C-HWY61-IV (ZATNIP - Phase IV) - construction
79 CGN-C-0003 (South Boulevard - St. Joseph Street Sewer Area Upgrades) - pre-construction
80 CGN-C-0003 (South Boulevard - St. Joseph Street Sewer Area Upgrades) - construction
81 CGN-C-0005 (Downtown Area Pump Stations Improvements) - pre-construction
82 CGN-C-0005 (Downtown Area Pump Station Improvements) - construction
83 CGS-C-0004 (Highland Road - Buchanan Street Area Sewer Upgrades) - pre-construction
84 CGS-C-0004 (Highland Road - Buchanan Street Area Sewer Upgrades) - construction
85 SGC-C-PS119 (Citiplace/Essen Area - PS119 & Forcemain Improvements) - pre-construction
86 SGC-C-PS119 (Citiplace/Essen Area - PS119 & Forcemain Improvements) - construction
87 Group Project 1A (Metro Airport Area Sewer Upgrades) - pre-construction
88 Group Project 1A (Metro Airport Area Sewer Upgrades) - construction
89 Group Project 1B (Metro Airport Sewer Area Pump Station and Forcemain Upgrades) - pre-construction
90 Group Project 1B (Metro Airport Sewer Area Pump Station and Forcemain Upgrades) - construction
91 SFL-C-0002 (Perkins/Old Perkins Area - Booster Pump Station 514 Improvements) - pre-construction
92 SFL-C-0002 (Perkins/Old Perkins Area - Booster Pump Station 514 Improvements) - construction
Project: BTR_Program_Schedule_brok
Date: Thu 1/27/11
Task
Split
Progress
Milestone
Summary
Project Summary
External Tasks
External Milestone
Deadline
1-33 JANUARY 2011
REV 6

FIGURE 1-2
Program Schedule
Program Delivery Plan
ID
Task Name
93 Group Project 2 (Old Perkins - Highland Road Area Sewer Upgrades) - pre-construction
2007 2008 2009 2010 2011 2012 2013 2014 2015
Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1
94 Group Project 2 (Old Perkins - Highland Road Area Sewer Upgrades) - construction
95 SFL-C-0005 (Highland Road - Burbank Drive Capacity Improvements) - pre-construction
96 SFL-C-0005 (Highland Road - Burbank Drive Capacity Improvements) - construction
97 SFL-C-0006 (Nicholson Dr - Highland Rd - Perkins Rd Capacity Improvements) - pre-construction
98 SFL-C-0006 (Nicholson Dr - Highland Rd - Perkins Rd Capacity Improvements) - construction
99 SGL-C-0005 (Bayou Duplantier Area Sewer Upgrades) - pre-construction
100 SGL-C-0005 (Bayou Duplantier Area Sewer Upgrades) - construction
101 CGN-C-0002 (25th Street - North Acadian Thruway Capacity Improvements) - pre-construction
102 CGS-C-0006 (Government St - South Acadian Thruway Sewer Area Upgrades) - pre-construction
103 CGS-C-0006 (Government St - South Acadian Thruway Sewer Area Upgrades) - construction
104 NGS-C-0002 (Plank Road - Kleinpeter Road Sewer Area Upgrades) - pre-construction
105 NGS-C-0002 (Plank Road - Kleinpeter Road Sewer Area Upgrades) - construction
106 SFU-C-0005 (O'Neal Lane Pipeline Improvements) - pre-construction
107 SFU-C-0005 (O'Neal Lane Pipeline Improvements) - construction
108 SFL-C-0001 (Multiple PS - Nicholson Dr - Brightside Dr) - pre-construction
109 SFL-C-0001 (Multiple PS - Nicholson Dr - Brightside Dr) - construction
110 SGC-C-PS58A (Pump Station 58 Improvements) - pre-construction
111 SGC-C-PS58A (Pump Station 58 Improvements) - construction
112 SGC-C-PS58FM-A (Staring Lane FM (Ph I - Burbank Dr to Highland Rd)) - pre-construction
113 SGC-C-PS58FM-A (Staring Lane FM (Ph I - Burbank Dr to Highland Rd)) - construction
114 SGC-C-PS58FM-B (Staring Lane FM (Ph II - Highland Rd to Perkins Rd)) - pre-construction
115 SGC-C-PS58FM-B (Staring Lane FM (Ph II - Highland Rd to Perkins Rd)) - construction
116 SGC-C-PS58FM-C (Staring Lane FM (Ph III - Perkins Rd to PS 58)) - pre-construction
117 SGC-C-PS58FM-C (Staring Lane FM (Ph III - Perkins Rd to PS 58)) - construction
118 SFU-C-0001 (Multiple PS - Jefferson Hwy - Park Forest Dr) - pre-construction
119 SFU-C-0001 (Multiple PS - Jefferson Hwy - Park Forest Dr) - construction
120 SGC-C-0002 (Airline Hwy Pipeline Improvements) - pre-construction
121 SGC-C-0002 (Airline Hwy Pipeline Improvements) - construction
122 SGL-C-0002 (Multiple PS - Highland Road - Kenilworth Parkway) - pre-construction
123 SGL-C-0002 (Multiple PS - Highland Road - Kenilworth Parkway) - construction
Project: BTR_Program_Schedule_brok
Date: Thu 1/27/11
Task
Split
Progress
Milestone
Summary
Project Summary
External Tasks
External Milestone
Deadline
1-35 JANUARY 2011
REV 6

FIGURE 1-2
Program Schedule
Program Delivery Plan
ID
Task Name
124 SGC-C-0001 (Florida Boulevard Pump Station Improvements) - pre-construction
2007 2008 2009 2010 2011 2012 2013 2014 2015
Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1
125 SGC-C-0001 (Florida Boulevard Pump Station Improvements) - construction
126 NGS-C-0003 (Plank Road Pump Station Improvements) - pre-construction
127 NGS-C-0003 (Plank Road Pump Station Improvements) - construction
128 NFW-C-0009 (Multiple PS - Highway 61 - Plank Road) - pre-construction
129 NFW-C-0009 (Multiple PS - Highway 61 - Plank Road) - construction
130 SFU-C-0002a (O'Neal Lane Pump Station Improvements - Group A) - pre-construction
131 SFU-C-0002a (O'Neal Lane Pump Station Improvements - Group A) - construction
132 SFU-C-0002b (O'Neal Lane Pump Station Improvements - Group B) - pre-construction
133 SFU-C-0002b (O'Neal Lane Pump Station Improvements - Group B) - construction
134 SGU-C-0003 (Sherwood Forest Blvd - Goodwood Blvd Pipeline Improvements) - pre-construction
135 SGU-C-0003 (Sherwood Forest Blvd - Goodwood Blvd Pipeline Improvements) - construction
136 NFW-C-0001 (Joor Road - Greenwell Springs Road Sewer Area Upgrades) - pre-construction
137 NFW-C-0001 (Joor Road - Greenwell Springs Road Sewer Area Upgrades) - construction
138 NFW-C-0007 (Plank Road - Port Hudson Pride Road Sewer Area Upgrades) - pre-construction
139 NFW-C-0007 (Plank Road - Port Hudson Pride Road Sewer Area Upgrades) - construction
140 SGL-C-0003 (Highland Road Pipeline Improvements) - pre-construction
141 SGL-C-0003 (Highland Road Pipeline Improvements) - construction
142 SGU-C-0005 (Oak Villa Boulevard - Monterey Boulevard Sewer Area Upgrades) - pre-construction
143 SGU-C-0005 (Oak Villa Boulevard - Monterey Boulevard Sewer Area Upgrades) - construction
144 NFE-C-0006 (Lovett Road - Greenwell Springs Road Sewer Area Upgrades) - pre-construction
145 NFE-C-0006 (Lovett Road - Greenwell Springs Road Sewer Area Upgrades) - construction
146 NFE-C-0005 (Hooper Road Pump Station Improvements) - pre-construction
147 NFE-C-0005 (Hooper Road Pump Station Improvements) - construction
148 NFW-C-0010 (Multiple PS - Prescott Rd - Greenwell Springs Rd) - pre-construction
149 NFW-C-0010 (Multiple PS - Prescott Rd - Greenwell Springs Rd) - construction
150 SFL-C-0003 (Multiple PS - Burbank Drive - Siegen Lane) - pre-construction
151 SFL-C-0003 (Multiple PS - Burbank Drive - Siegen Lane) - construction
Project: BTR_Program_Schedule_brok
Date: Thu 1/27/11
Task
Split
Progress
Milestone
Summary
Project Summary
External Tasks
External Milestone
Deadline
1-37 JANUARY 2011
REV 6

FIGURE 1-2
Program Schedule
Program Delivery Plan
ID
Task Name
152 CC-WWTP-PS (Pump Station 42) - pre-construction
2007 2008 2009 2010 2011 2012 2013 2014 2015
Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1 Qtr 2 Qtr 3 Qtr 4 Qtr 1
153 CC-WWTP-PS (Pump Station 42) - construction
154 CC-WWTP-FM (Pump Station 42 Forcemain) - pre-construction
155 CC-WWTP-FM (Pump Station 42 Forcemain) - construction
156 CC-East-PS (Central Consolidation Pump Stations) - pre-construction
157 CC-East-PS (Central Consolidation Pump Stations) - construction
158 CC-East-FM (Central Consolidated Forcemains) - pre-construction
159 CC-East-FM (Central Consolidated Forcemains) - construction
160 NFW-C-0002 (Choctaw Storage and Pump Station Facility) - pre-construction
161 NFW-C-0002 (Choctaw Storage and Pump Station Facility) - construction
162 NFW-C-0004 (Hooper Storage Facility) - pre-construction
163 NFW-C-0004 (Hooper Storage Facility) - construction
164 STP-C-0001 (SWWTP Wet Weather Improvements - Phase I) - pre-construction
165 STP-C-0001 (SWWTP Wet Weather Improvements - Phase I) - construction
166 STP-C-0002 (SWWTP Wet Weather Improvements - Phase II) - pre-construction
167 STP-C-0002 (SWWTP Wet Weather Improvements - Phase II) - construction
168 SWWTP Immediate Action Projects - pre-construction
169 SWWTP Immediate Action Projects - construction
Project: BTR_Program_Schedule_brok
Date: Thu 1/27/11
Task
Split
Progress
Milestone
Summary
Project Summary
External Tasks
External Milestone
Deadline
1-39 JANUARY 2011
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SECTION 2
Planning Description
2.1 Planning Overview
This section describes the process used to define the projects outlined in this report. This
planning was necessary to meet the goals of the C-P for a sewer system rehabilitation and
replacement program for SSO reduction.
2.2 Comprehensive Rehabilitation Planning
Rainfall dependent infiltration/inflow (RDII) is the major cause of wet weather related
capacity deficiencies. Previously conducted concurrent monitoring of flow and rainfall
throughout the wastewater collection system during several rainfall events of different
magnitudes was used to characterize RDII and predict the system’s wet weather response to
rainfall.
The collected data were then used to set up and calibrate a computational BTRSSO
hydraulic model of the Baton Rouge collection and transmission system. Each subcatchment
or drainage area was evaluated to establish the share of the rainfall that is
predicted to enter the sewer system. Sub-catchments in which the RDII was excessive are
scheduled for rehabilitation.
The sub-catchments selected for comprehensive rehabilitation were then arranged into 30
projects. Sections 3, 4, and 5 of this report describe the comprehensive rehabilitation
projects.
The sub-catchments selected for rehabilitation will undergo a review of the rehabilitation
work already completed by the DPW. Portions of the sub-catchments that have been
previously rehabilitated will be deleted from the individual rehabilitation projects.
2.3 Capacity Improvement Planning
Capacity improvement planning for the Program is based on evaluating and replacing those
facilities in the collection system where the Program hydraulic modeling and field
information indicate that the existing collection or transmission system is inadequate to
handle the future peak wet weather flows appropriately.
For this analysis, the C-P was divided into ten hydraulically independent basins in order to
separate the collection and transmission systems for analysis. The Program Manager (PM)
developed a process for evaluating the hydraulic model and analyzing its output. The PM
utilized planning and design criteria as a basis for the process overview.
The PM prepared and used a 12-step hydraulic basin analysis method throughout the
planning process. The 12-step process included the following components:
1. Dynamic model runs for evaluation of the capacity of existing pipes with predicted postrehabilitation
flows
GNV31031158569.DOCX/110050010 2-1 JANUARY 2011
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SECTION 2. PLANNING DESCRIPTION
2. Steady state calculations for evaluation of required pipe capacity
3. Dynamic models runs for evaluation of existing pipes with future flows added to postrehabilitation
flows
4. Steady state calculations for evaluation of required pipe capacity with future flows
5. Test of the revised model for its ability to handle future wet weather flows
6. Evaluation of the model output for acceptable design criteria and physical evidence of
overflows
7. Documentation of project list
8. DPW endorsement
9. Prioritization of projects
10. Development of planning level cost estimates
11. Determine projects for reduction of existing SSOs
12. Definition of projects
Based on these steps, the capacity projects, described in Sections 3, 4, and 5 of this report
were developed.
2.4 Wastewater Treatment/Storage Planning
The wastewater treatment planning process began in 2006 and concluded with the
development of the Master Plan (CH2M HILL, 2008). The following documents describe the
planning efforts:
Technical Memorandum entitled Addressing Existing Noncompliance Issues and Future
Wet-weather Flow Management Requirements for the South Wastewater Treatment Plant:
Summary of Findings and Recommendations (CH2M HILL, 2006)
South Wastewater Treatment Plant Immediate Action Plan Basis of Design Report
(CH2M HILL, 2007)
Draft Wastewater Master Plan (CH2MHILL, 2008)
Consolidation of South and Central Wastewater Treatment Plants in Baton Rouge TM
(CH2M HILL, 2008)
This document describes the immediate action projects and wet weather capacity project for
the South WWTP only. No wet weather capacity projects are required at the North WWTP.
Other improvements at the treatment plants are not a part of this plan, since they are
included in the Draft Master Plan (CH2MHILL, May 2008). Four of the preliminary master
plan projects however, are briefly described in this document involve construction at the
North WWTP, specifically those involving the priority one improvements, priority two
improvements, standby generators and SCADA.
This document also describes additional improvements that will be necessary at the South
WWTP in order to consolidate the Central WWTP with the South WWTP. These
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SECTION 2. PLANNING DESCRIPTION
improvements include additional influent pumping and storage at the South WWTP to
accommodate future wet weather peak flows from the Central WWTP.
Storage for shaving of peak hydraulic flows in the system is employed to reduce the scope
and cost of downstream capacity projects and treatment plant capacity. Storage facilities are
reservoirs that retain wet weather flows for a short time until the wet weather period is past.
At the end of the wet weather period, the flow is returned to the collection system for
transport and treatment. Each storage facility is sized for the 2-year frequency, 12-hour
duration storm event. The storage facilities will be used in any significant rain event in the
future.
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SECTION 2. PLANNING DESCRIPTION
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SECTION 3
South Basin Projects
Section 3 presents summaries of the South Gravity System Comprehensive Rehabilitation
Projects, the South Gravity System Capacity Improvement Projects, the South Forced System
Comprehensive Rehabilitation Projects, the South Forced System Capacity Improvement
Projects, and the South WWTP Projects. These projects are all shown on Figures 3-1 and 3-2.
As of October 2010, there are three projects functionally completed, eight projects under
construction, and 16 projects under design in the South Basin.
The project summaries presented herein represent the information available during this
annual update period. The PDP is revisited on an annual basis and revised as necessary
based on results of additional hydraulic wastewater modeling, immediate needs, DPW and
public input, and other factors.
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SECTION 3. SOUTH BASIN PROJECTS
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F
3rd
Lupine
Alba
East
Sunshine
Elm
Waverly
Whitter
Juban
Cora
Marilyn
Aletha
Sharp
Acres
Sam
Cedarcrest
Aubin
Little John
Devall
Sullivan
Foxlane
Millerville
Beaver
O'Neal
Antioch
Round Oak
Elliot
³
McCastle
Dotson
Scenic
Glynn
Thomas
North WWTP
I
H
Brightside
Riverbend
E
Mills
Harding
Mengel
Gourrier
Swan
Main
72nd
Convention
North
§¨¦I-110
Central WWTP
Highland
Nicholson
Blount
Acadian
Lee
Burbank
River
38th
Plank
Greenwell
Foster
Ford
Comite
Greenwell Springs
Government
Prescott
Lobdell
Pettit
Goodwood
South WWTP
Lanier
Mickens
Blackwater
Choctaw
3rdMollylea
6th
Day
New Rafe Meyer
K
Lafayette
St Philip
St John
Stadium
4th
Sorrel
9th
Julia
Scotland
Central
Rosenwald
Stilt
Louisiana
Alvin Dark
10th
13th
Grant
Laurel Lakes
Snipe
Gsu
Ben Hur
79th
68th
Chippewa
Terrace
Dalrymple
Mason
17th
Gayosa
Parker
22nd
Gore
77th
Beech
Fuqua
18th
South
Harding
Pimpernel
Tower
Doris
D
Wilbur
23rd
Stanford
Gibbens
Hollywood
Dayton
Sycamore
Shelley
Winnebago
Ozark
Madison
L S U
Sandy
Oleander
Olive
May
Charry
Gibbens
Palmyra
Erie
28th
Myrtle
Broussard
Fiero
Bella
29th
Edwin
Carriage
Ben Hur
Lavey
Algoa
31st
Mohican
Winbourne
Brady
Hood
Fairfields
36th
Burgin
Sinbad
Steele
Stuart
Clark
Chuck Yeager
Choctaw
Parker
Glendale
Paige
Glen Oaks
Evangeline
Sherwood
Bawell
Nelson
Crown
Leo
Eaton
Dutton
44th
Ingleside
Hollier
Glasgow
Frey
Adams
College
G S R I
Clay Cut
Ormandy
Paola
Pollard
Wylie
Boone
Menlo
Ardenwood
Corporate
Ned
Myrtle
South Basin Rehabilitation Projects
Wedgewood
Arena
Lavey
North
Bluebell
Troy
Hope
Ellen
Brookstown
Furr
Stoneview
Celia
St Ann
Guynell
Corlett
San Juan
Maplewood
Bank
Ruby
Silverleaf
Sumrall
Quail
Baird
Elvin
Hanks
Harry
Kenilworth
Rodney
Rio
Callahan
Congress
Moss Side
Hadley
Renoir
Longwood Plantation
Donmoor
Foster
North Ridge
Landis
Maribel
Staring
Wooddale
Sevenoaks
Burden
Castle Kirk
Coates
Baja
Boyce
Dalark
Richards
Picardy
Kingcrest
Avis
Cline
Meadow
Price
Breeden
Phebus
Annabelle
Murphy
Flag
Ocean
Tom
Tradition
Wright
Cody
Oak View
Reco
Rienzi
Ryder
Waters Edge
Anderson
Lasalle
Airway
Airport
Essen
Hennessy
Bles
Flora
Hilltree
Paris
Brentwood
Anselmo
Windingway
Lils
Bliss
Cortana
Brown
Tara
Fleet
Bluebonnet
Shady Lake
Loudon
Oak Villa
Fairway
Carney
Monhegan
Joyce
Wartelle
Summa
Shady Bluff
Monterrey
Riveroaks
Drusilla
Baker
Hill
Oak Hills
Oakdale
El Scott
Dancy
Tracy
Interline
Gail
Carmel
Great Smokey
Crescent
Wimbledon
Reitz
Pastureview
Smith
Syble
Cuyhanga
Floynell
Elain
Cal
Azrok
Mint
Tams
Perkins
Amiss
Tallowwood
Darryl
Ridgely
Kinglet
Peck
Neil
Ida
Browning
Judi
Oakbrook
Lonita
Daradele
Beta
Tudor
Bramble
Glen View
Briarhurst
Joor
Siegen
Lovett
Lassen
Sherwood Forest
Mall
Core
Gurney
Landfair
Woodleigh
Cook
Hillmont
Voorhies
Tinley
Southpark
Bellfort
Pecos
Toulon
Honore
Reiger
Poydras
Corsair
Stan
Sylvan
Shoe Creek
Frontier
Lariat
Richcroft
St Alban's
Coral
Ocala
Dabney
Baylor
Triple B
Catalina
Archery
Parkforest
Cloverland
Pecue
Warfield
Elva
Pecue
Erin
Shay
Millburn
Warwick
Justice
Parkside
Cherryl
Flannery
Coursey
Stumberg
Woodcliff
Elwick
Woodland Ridge
Newcastle
Sun Belt
Dorset
Langer
Fulwar Skipwith
Britain
Wyndy
Briarwood
Hooper
Huntley
Florida
Airline
Hickory Ridge
Old Perkins
Five Oaks
Quinn
Saint Clare
Dena Lynn
Roundsaville
Kohler
Holt
Brent
Trey
Mapleton
Greens
Sage
Ponderosa
Buckley
Castille
Augusta
Chaucer
Breton
Firewood
Sessions
Herridge
Jones Creek
§¨¦I-10
Paint
Wax
Frenchtown
Old Hammond
Jester
Board
Barringer
Crystal
Brookside
Director
Shetland
Chanove
Aspenwood
Alford
Chivre
Choctaw
Boreas
Terrell
Profit
Droze
Stevendale
Fir
Roble
Magnolia Bridge
Donnybrook
Hamilton
Woodvale
Thibodeaux
Strain
Bristoe
Ellis
George Oneal
Morgan
Centurion
Chadsford
Hogenville
Shenandoah
Alder
Morel
Doyle
Spyglass Hill
Trent Jones
J L Fairchild
Lawnside
Umbehagen
Blouin
Riverview
§¨¦I-12
Hoyt
Ashford
Deer Lake
Will
Gottlieb
Cicero
Landmor
Planchet
Monitor
Achord
Talton
Beachview
Jefferson
Harrells Ferry
Wildflower
Barrett
Hagerstown
Vignes
Lake Iris
Babin
Bengal
Tiger Bend
Phillips
Womack
Jaybird
Campanile
Rehabilitation Projects
Wastewater Treatment Plant
3
Project Name
Jefferson Hwy. - Hoo Shoo Too Rd.
Burbank Rd. - Gardere Ln.
Staring Ln. - Boone Dr.
Oak Villa Blvd. - Choctaw St.
Sharp Rd. - Florida Blvd.
Kenilworth Blvd. - Boone Dr.
Bluebonnet Blvd. - Jefferson Hwy. PHASE 1
Bluebonnet Blvd. - Jefferson Hwy. PHASE 2
Airline Hwy. - Goodwood Blvd. PHASE 1
Airline Hwy. - Goodwood Blvd. PHASE 2
Antioch Rd. - Chadsford Dr.
Jones Creek Rd. - Tiger Bend Rd.
Siegen Lan. - Interstate 10
Ardenwood Dr. - Winbourne St.
Flannery Rd. - Florida St.
N. 38th St. - Gus Young Ave.
Southern Basins
East Baton Rouge
0 1 2 4
Miles Figure 3-1
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDATES-2010\FIG3-1_PDP2010.MXD SGELPI 11/15/2010 12:12:09

F
3rd
Iowa
Lupine
Alba
East
Sunshine
Elm
Waverly
Whitter
Juban
Cora
Marilyn
Aletha
Sharp
Acres
Sam
Cedarcrest
Aubin
Little John
Devall
Sullivan
Foxlane
Millerville
Beaver
O'Neal
Antioch
Round Oak
Elliot
McCastle
Dotson
Scenic
Avenue L
Glynn
Thomas
E
I
H
Brightside
Mills
Harding
Gourrier
Blount
Swan
Main
72nd
Convention
North
§¨¦I-110
Highland
Nicholson
Acadian
Lee
Burbank
River
38th
Plank
Greenwell
Foster
Ford
Comite
Greenwell Springs
Government
Prescott
Lobdell
Pettit
Lanier
Goodwood
Mickens
Blackwater
Joor
Choctaw Storage Tank Facility
Choctaw
3rdMollylea
6th
Day
New Rafe Meyer
Hillcrest
Riverbend
Elmer
K
Lafayette
St Philip
St John
Mengel
Stadium
Emma
Sorrel
9th
Julia
Scotland
Silverwood
4th
Central
Rosenwald
Stilt
Louisiana
10th
Alice
Taylor
Alvin Dark
13th
Grant
Laurel Lakes
Snipe
Gsu
Ben Hur
79th
68th
Chippewa
Terrace
Dalrymple
Pimpernel
Mason
17th
Gayosa
Parker
22nd
Gore
77th
Beech
Fuqua
18th
South
Tower
Kentucky
Doris
D
Wilbur
Stanford
Gibbens
Hollywood
Dayton
23rd
Sycamore
Shelley
Winnebago
Ozark
Madison
L S U
Sandy
Oleander
Olive
May
Charry
Progress
Erie
Virgil
Myrtle
Broussard
Fiero
Bella
29th
Edwin
Carriage
28th
Eugene
Lavey
31st
Mohican
Winbourne
Brady
Hood
Fairfields
36th
Burgin
Sinbad
Steele
Stuart
Clark
Chuck Yeager
Glendale
Paige
Glen Oaks
Evangeline
Sherwood
Bawell
Nelson
Crown
Leo
Eaton
Dutton
44th
Ingleside
Hollier
Glasgow
Frey
Adams
Clay Cut
Ormandy
College
Paola
Pollard
Wylie
G S R I
Boone
Menlo
Ardenwood
Corporate
Ned
Myrtle
Algoa
South Basin Capacity Improvement Projects
Gibbens
Palmyra
Pryce
Ben Hur
South WWTP
Wet Weather
Improvements
Wedgewood
Devall
Choctaw
Arena
Lavey
North
Bluebell
Troy
Hope
Ellen
Brookstown
Celia
St Ann
Corlett
San Juan
Silverleaf
Sumrall
Congress
Moss Side
Leake
Stoneview
Guynell
Maplewood
Bank
Ruby
Meadow Bend
Furr
Quail
Baird
Gardere
Elvin
Hanks
Harry
Kenilworth
Rodney
Rio
Callahan
Pascagoula
Renoir
Donmoor
Foster
North Ridge
Landis
Maribel
Staring
Wooddale
Sevenoaks
Burden
Castle Kirk
Coates
Baja
Boyce
Dalark
Richards
Kingcrest
Avis
Bluebonnet
Cline
Meadow
Price
Breeden
Phebus
Annabelle
Murphy
Flag
Parkway
Ocean
Tom
Picardy
Tradition
Wright
Cody
Oak View
Rienzi
Ryder
Waters Edge
Anderson
Lasalle
Airway
Airport
Essen
Hennessy
Bles
Flora
Hillmont
Windingway
Campanile
Lils
Brentwood
Anselmo
Bliss
Cortana
Shady Lake
Brown
Loudon
Oak Villa
Tara
Fairway
Fleet
Carney
Monhegan
Wartelle
Summa
Paulet
Shady Bluff
Monterrey
Riveroaks
Drusilla
Baker
Hill
Oak Hills
Oakdale
El Scott
Dancy
Tracy
Crescent
Wimbledon
Reitz
Interline
Gail
Pastureview
Smith
Syble
Ventura
Carmel
Floynell
Elain
Darryl
Cal
Azrok
Mint
Tams
Ridgely
Kinglet
Perkins
Amiss
Tallowwood
Peck
Neil
Ida
Red Oak
Browning
Judi
Oakbrook
Lonita
Daradele
Tudor
Bramble
Glen View
Briarhurst
Siegen
Lovett
Lassen
Mall
Core
Gurney
Landfair
Woodleigh
Cook
Hillmont
Voorhies
Tinley
Southpark
Pecos
Collins
Bellfort
Toulon
Honore
Reiger
Poydras
St Alban's
Corsair
Stan
Sylvan
Shoe Creek
Frontier
Lariat
Coral
Dabney
Baylor
Triple B
Catalina
Archery
Parkforest
Cloverland
Pecue
Warfield
Elva
Pecue
Erin
Shay
Millburn
Warwick
Justice
Parkside
Cherryl
Flannery
Coursey
Stumberg
Woodcliff
Elwick
Woodland Ridge
Newcastle
Sun Belt
Dorset
Langer
Fulwar Skipwith
Britain
Wyndy
Briarwood
Hooper
Huntley
Florida
Airline
Hickory Ridge
Old Perkins
Five Oaks
Quinn
Saint Clare
Dena Lynn
Roundsaville
Kohler
Holt
Brent
Trey
Mapleton
Greens
Sage
Ponderosa
Buckley
Castille
Augusta
Chaucer
Breton
Firewood
Sessions
Herridge
Jones Creek
§¨¦I-10
Paint
Wax
Frenchtown
Old Hammond
Jester
Board
Barringer
Crystal
Brookside
Director
Shetland
Chanove
Aspenwood
Alford
Chivre
Choctaw
Boreas
Terrell
Profit
Droze
Stevendale
Fir
Roble
Magnolia Bridge
Donnybrook
Hamilton
Woodvale
Thibodeaux
Strain
Bristoe
Ellis
George Oneal
Morgan
Centurion
Chadsford
Hogenville
Shenandoah
Alder
Morel
Doyle
Spyglass Hill
Trent Jones
J L Fairchild
Lawnside
Umbehagen
Blouin
Riverview
§¨¦I-12
Hoyt
Ashford
Deer Lake
Will
Gottlieb
Cicero
Landmor
Planchet
Monitor
Achord
Talton
Beachview
Jefferson
Harrells Ferry
Wildflower
Barrett
Hagerstown
Vignes
Lake Iris
Babin
Bengal
Tiger Bend
Phillips
Womack
Jaybird
³
Capacity Improvement Projects
¬
Waste
")
Water Treatment Plant
New Storage Facilities
PDP Projects - South Basin
#*
Force Main
Gravity Main
PDP WWTP PS Projects
Project Area
Existing Force Main
Existing Gravity Main
#* Existing Pump Stations
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDATES-2010\FIG3-2_PDP2010.MXD SGELPI 11/15/2010 14:43:50
0 0.5 1 2
Miles
Figure 3-2

SECTION 3. SOUTH BASIN PROJECTS
3.1 South Gravity System Comprehensive Rehabilitation
Projects
3.1.1 SGC-R-0001a, SCG-R-001b, SGC-R-0002a, SGC-R-0002b, SGC-R-0003, SGC-
R-0004, SGL-R-0001, SGL-R-0002, SGL-R-0003, SGU-R-0001, SGU-R-0002,
SGU-R-0003
Project Description
The sanitary sewer system comprehensive rehabilitation projects consist of improvements to
various components of the collection system to reduce the amount of I/I that enter into the
system.
Purpose
The purpose of comprehensive sewer rehabilitation is to correct defects in the system such
as offset pipe joints, collapsed pipe sections, leaking manholes, and direct inflow sources.
The water that enters the system through the defects is a major contributor to sanitary sewer
overflows. Comprehensive rehabilitation of the collection system will contribute to
alleviating sanitary sewer overflows by reducing infiltration and inflow.
Location
There are 12 projects located primarily within the South Gravity Basin. The locations of the
projects are shown on the maps following this section (Figures 3-3 through 3-12).
Scope of Project
The first phase of comprehensive rehabilitation projects will be the physical inspection of
the pipes and manholes including closed circuit television (CCTV) inspection of all pipes.
Smoke testing will also be included in the physical inspection phase.
The data collected by the physical inspection contractor will be analyzed and, based on that
analysis, a listing of recommended repairs with associated construction costs will be
generated.
An engineering firm will then complete preparation of construction documents for project
bidding.
The construction of comprehensive rehabilitation projects will typically include the
following components.
Replacement of pipes
Point repair of pipes
Rehabilitation of pipes by cured in place liners
Rehabilitation or replacement of sewer manholes
Repair of sewer laterals to the property line
Cost
The estimated construction cost for each project is presented in Table 3-1. These costs are
based on preliminary estimates of the amounts of each component of the system that will
require repair or replacement. During the physical inspection phase, the actual condition of
GNV31031158547.DOCX/103440004 3-7 JANUARY 2011
REV. 5

SECTION 3. SOUTH BASIN PROJECTS
the components are assessed and appropriate methods recommended. At that time, the cost
estimate for each project is revised. For those projects under construction, the bid amounts
were included as construction costs in Table 3-1.
TABLE 3-1
Estimated Construction Costs for South Gravity System Comprehensive Rehabilitation Projects
Project Description
Estimated
Construction
Cost
Scheduled Design
Appropriation
Year
Scheduled
Construction
Appropriation Year
Status
SGC-R-0001a Bluebonnet
Blvd-Jefferson Highway
Phase I
SGC-R-0001b Bluebonnet
Blvd-Jefferson Highway
Phase II
SGC-R-0002a Airline
Highway-Goodwood Blvd,
Phase I
SGC-R-0002b Airline
Highway-Goodwood Blvd,
Phase II
SGC-R-0003 Ardenwood
Drive-Winbourne Street
SGC-R-0004 North 38 th
Street-Gus Young Avenue
SGL-R-0001 Burbank
Drive – Gardere Lane
SGL-R-0002 Staring Lane-
Boone Drive
SGL-R-0003 Kenilworth
Blvd-Boone Drive
SGU-R-0001 Oak Villa
Blvd-Choctaw Street
SGU-R-0002 Sharp Road-
Florida Blvd
SGU-R-0003 Flannery
Road-Florida Blvd
$6,700,000 2009* 2010* Design On-Going
$6,700,000 2009* 2010* Design On-Going
$11,900,000 2010* 2011 Not Started
$11,900,000 2010* 2011 Not Started
$4, 700,000 2011 2012 Not Started
$3,600,000 2012 2013 Not Started
$6,127,000 2008* 2008* Construction On-
Going
$5,417,000 2008* 2008* Functionally
Complete
$8,500,000 2009* 2009* Construction On-
Going
$8,997,000 2008* 2008* Construction On-
Going
$17,493,000 2009* 2009* Construction On-
Going
$7,900,000 2012 2013 Not Started
*Appropriations already made for these projects (design and/or construction, as marked)
GNV31031158547.DOCX/103440004 3-8 JANUARY 2011
REV. 5

Energy
Whitter
Lobdell
Cyril
Carter
Shawn
Roseneath
Bricklin
Cora
Marilyn
Inniswold
Idlewood
Bea
Aubin
Bellfort
Castile
Ridge
Bunker Hill
Potomac
Forsythia
Hyacinth
Dahlia
Leycester
Citiplace
Boone
Albert Hart
Guilford
Quail
Pollard
Bromley
Jefferson
Stratford
Krista
Brent
Stokes
Barford
Stoneliegh
Trenton
Aries
Louray
Maxine
Gates
Rodney
Baird
Highland
Corporate
Peggy
Burden
Moss Side
Orion
Menlo
Kimbro
Carrollton
Lasalle
Irene
Kenilworth
Walden
Applewood
Harts Mill
Magnolia Wood
Staring
Heatherwood
East Baton Rouge Parish
Pikes
Castle Kirk
Sheffield
Joliet
Woodstock
Murphy
Sevenoaks
Keed
Svendson
Boyce
Richards
Dijon
Perkins Place
Camelia Trace
Chandler
Highpoint
Kingcrest
Kevel
Mc Connell
Thibodeaux
Ryder
Lake Calais
Guy
Bocage
Mc Carroll
Picardy
Bles
Kings Hill
Mayfair Hill
Theron
Flora
Avis
Chanadia
Arcadia
Worthington Lake
Legend
Sabine
Myrtle Hill
Dove Hollow
Owen
Sholar
Essen
Hyacinth
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDATES-2010\REHAB\SOUTH\SOUTH MAPS\SGC-R-0001.MXD SGELPI 11/9/2010 11:03:22
Oak
Anselmo
Samoa
Thayer
Roundhill
Windingway
Lils
Nouvelle
Office Park
Hickorylake
Mancuso
Madeira
Myrtlelake
Lasalle
Argosy
Plaza
Rainbow
Keswick
Area Designated for
Physical Inspection
Phase I
Area Designated for
Physical Inspection
Phase II
Chevelle
Brentwood
Tara
Barnett
United Plaza
Oak Hills
Scarlett
Old Hammond
I-12
Oakley
Drusilla
Summa
Myrtle Grove
Wakefield
Forest Hill
Cypress Point
Thistlewood
0 2,000 4,000 Feet
Carter
Paulet
Obrien
Downing
Maiden
Picardy
Great Oak
Fairway
Fleet
Rue Desiree
Rue Crozat
Crescent
Tallyho
Vista
Carmen
Strand
Blecker
Chelsea
Field
Houston
Don Budge
Jack Kramer
q
Contour
Wimbledon
Rue Le Bouef
Keaty
Hill
Cammy
Interline
Baker
Pine Park
Oakdale
Oakcliff
Twisted Oak
Brookline
Barkley
Partridge
Reitz
Purvis
Bluebonnet
Bluebonnet
Cal
Gail
Blue Cross
Oak Creek
Ridgetop
Judi
Regency
Dawnadele
Willow Bay
Oakbrook
Carnforth
Marilyn
Upton
St Regis
Gwenadele
Mc Innis
Perkins
Mayfair
Winston
Octavia
Groner
Woodhaven
Daradele
Floynell
Azrok
Glen View
Mint
Lebanon
Cedarlane
Coursey
Ridgely
Hillyard
Groner
Thrush
Tudor
Kinglet
Arnold
Oliphant
Tanwood
Mullen
Meadowpark
Elaine
Seracedar
Rondo
Bronzebush
Timberline
Cedarcrest
Sharp
Oakline
Harrells Ferry
Stanley Aubin
Airline
Orleans
Siegen
Mead
Southpark
Airline Hwy Service Road
Danbury
Pinebrook
Andrea
Honey
Metairie
Ericson
Oakley Trace
Broad
Darius
E Heck
Shoreline
Jeffrey
Cavalier
Reiger
Toulon
Industriplex
Poydras
Telesmar
Honore
Mall
I-10
Sherwood Forest
Paddock
Jockey Club
Fuller
McCann
Cedar Park
Bluebonnet Blvd. - Jefferson Hwy.
Phase I, II
SGC-R-0001 A/B
Project Vicinity Map
Figure 3-3

Bennington
Constitution
Jamestown
Revere
Yorktown
Brandywine
Concord
Bunker Hill
Lexington
Saratoga
Monmouth
Congress
Potomac
Perkins
Guilford
Krista
Trenton
Tarrytown
Stratford
Peggy
Overton
Murphy
Burden
Torrance
Fritchie
Richards
Mc Carroll
I-10
Peebles
Peebles
I-12
Sholar
Office Park
Rainbow
Essen
Brentwood
Quarters Lake
United Plaza
Forest Hill
Fairway
Drusilla
Jefferson
Baker
Strand
Maiden
Alma
Pointer
Burbank
Wylie
Pollard
Columbine
Seyburn
Menlo
Highland Park
Highland
Hibiscus
Clematis
Dahlia
Beckenham
Forsythia
Chippenham
Daventry
Tipperary
Boone
Leycester
Cardiff
Bromley
Albert Hart
Quail
Stoneliegh
Louray
Rodney
Maxine
Magnolia Wood
Moss Side
Orion
Baird
Irene
Kimbro
Kenilworth
Applewood
Walden
Castle Kirk
Pikes
Chandler
Nolen
Staring
Highpoint
Camelia Trace
Worth
Ryder
Dijon
Alberta
Didesse
Picardy
Bellonia
Worthington Lake
Brittany
Theron
Bles
Arcadia
Hennessy
Avis
Hyacinth
Chanadia
Elysian
Southlawn
Flanders
Flora
Mancuso
Balboa
Granada
Thayer
Sabine
Roundhill
Flatsway
Windingway
Corsica
Bermuda
Tasmania
Samoa
Rhine
Hickorylake
Margaret Ann
Madeira
Myrtlelake
Essen Heights
Blair
Cypress Point
Summa
Anselmo
Myrtle Grove
Bluebonnet
Obrien
Downing
Maiden
Westminster
Claus
Elmcrest
Chandler
Sedley
Amesbury
Copperfield
Columbine
Hammatt
East Baton Rouge Parish
Stokes
Quail Run
Palmetto
Blendon
Aries
Legend
Delaville
Harts Mill
Menlo
Thoreau
Area Designated for
Physical Inspection
Phase I
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDATES-2010\REHAB\SOUTH\SOUTH MAPS\SGC-R-0001A.MXD SGELPI 11/15/2010 11:16:27
Perkins Place
0 1,300 2,600 Feet
Lake Calais
Sharynwood
O'Donovan
Silverside
Cedar Lake
q
Village Park
Kings Hill
Mayfair Hill
Sabine
One Calais
Essen Park
Payne
Pennth
Butter Creek
Linkwood
Capital
Picardy
World Ministry
Rod Laver
Great Oak
Fleet
Greenbriar Hollow
Blecker
Norfolk
Sharlane
Don Budge
Wimbledon
Chelsea
Hill
Gail
Houston
John Newcombe
Field
Lew Hoad
Rue Baton
Bluebonnet Blvd. - Jefferson Hwy.
Phase I
SGC-R-0001A
Project Vicinity Map
Figure 3-3a

Lobdell
Crown
Cyril
Carter
Lasalle Parc
Shawn
Riveroaks
Cora
Carolyn Sue
Marilyn
Hamblin
Elizabeth
Idlewood
Bea
Arnold
Aubin
Bellfort
Wellington
Audubon
Baird
Government
Irene
Keed
Sevenoaks
Lasalle
Jefferson
Burden
Pikes
Kenilworth
Thoreau
Alden
Walden
Finchley
Joliet
Corporate
Staring
Mc Connell
Boyce
Richards
Dijon
Perkins
Goodwood
Picardy
Mc Carroll
Avis
I-12
Hyacinth
Anselmo
Airport
Colonial
Essen
Madeira
Mancuso
Ashland
Chevelle
Brentwood
Tara
Trinity
Oakley
Old Hammond
Summa
Paulet
Drusilla
Downing
Fairway
Fleet
Crescent
Annabelle Tallyho
Woodstock
Murphy
Torrance
Svendson
Chandler
Fritchie
Perkins Place
Camelia Trace
Thibodeaux
Ryder
Lake Calais
Windrush
Gilbert
Rienzi
Conway
Alberta
Village Park
East Baton Rouge Parish
Linda
Independence
Guy
Brittany
Bles
Kings Hill
Bellonia
Theron
Lasalle
Owen
Sholar
Hennessy
Oak
Wayside
Dove Hollow
Thayer
Galloway
Granada
Samoa
Legend
Bermuda
Lils
Carter
Nouvelle
Office Park
Argosy
Rainbow
Barnett
Plaza
Essen Heights
Margaret Ann
Pennth
Payne
Charmaine
One Calais
Cullen
Scarlett
Forest Hill
United Plaza
Butter Creek
Connells Park
Fairway
Myrtle Grove
Wakefield
Stone's Throw
Cypress Point
Bayside
Maiden
World Ministry
Area Designated for
Physical Inspection
Phase II
0 1,500 3,000 Feet
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDATES-2010\REHAB\SOUTH\SOUTH MAPS\SGC-R-0001A.MXD SGELPI 11/15/2010 11:16:27
Picardy
Vista
Contour
Carmen
Strand
Chelsea
Sharlane
Field
Houston
q
Frances Harriet
Airline
Keaty
Field
Bordeaux
Hill
Cammy
Baker
Pine Park
Damuth
Cottondale
Brookline
Corinth
Purvis
Interline
Partridge
Bluebonnet
Reitz
Donald
Bluebonnet
Cal
Gail
Blue Cross
Damuth
Van
Diane
Judi
Spencer
Ridgetop
Upton
Regency
Dawnadele
Willow Bay
Cottage Hill
Cynthia
Marilyn
Mc Innis
Winston
Prytania
St Regis
Mayfair
I-10
Woodhaven
Floynell
Daradele
Inniswold
Dwyerwood
Floynell
Azrok
Glen View
Mint
Woodhaven
Runnymede
Hillyard
Kinglet
Parkview
Allyson
Kenlee
Browning
Firelight
Tudor
Lebanon
Cedarlane
Cinquefoil
Plaza Americana
Tanager
Ridgely
Barry
Oliphant
Tanwood
Groner
Bunting
Elaine
Seracedar
Major Oaks
Rosebud
Cedarcrest
Sharp
Rhus Fringe
Mayfair
Ann
Oakline
Sheraton
Coursey
Reiger
Siegen
Mead
Southpark
Toulon
Industriplex
Honore
Sherwood Forest
Harrells Ferry
Alco
Airline Hwy Service Road
Landsbury
Danbury
Pinebrook
Copperleaf
Caroljack
Stonegate
Braeburn
Burton
Ericson
Stanley Aubin
Oak Bend
Jeffrey
Magellan
Muriel
Cavalier
Ellsworth
Bellrose
Cherryhill
Shoreline
Leton
Telesmar
Ashbourne
Paddock
Crestmount
Cedar Park
Bluebonnet Blvd. - Jefferson Hwy.
Phase II
SGC-R-0001B
Project Vicinity Map
Figure 3-3b

Elm
Paulson
Topaz
Waverly
Guilford
Whitter
Juban
Alello
Monet
Maribel
Cyril
Carter
Shawn
Airway
Crescent
Alameda
Vega
Monterrey
Cora
Marilyn
Inniswold
Aletha
Fiesta
Sharp
Bea
Gum
Edgemont
Tee
Acorn
Aubin
Lassen
Bellridge
Gwen
American
Plaza Tower
Sterling
Beechwood
Rhodes
44th
Ingleside
Lee
Charles
Mission
Mouton
Wiltz
Jean
46th
47th
48th
49th
North
Longwood
Bawell
Shelley
Sherwood
Mohican
North
Beck
Frey
Woodside
Balis
Ferrett
Martin
Brame
Glasgow
Conrad
Osborne
48th
Moore
Foster
Voss
Adams
Fairfields
Government
Clay Cut
College
Pollard
Linden
Hermitage
Melrose
Afton
Westdale
Bennington
Concord
Belvedere
Silliman
Foster
Caddo
Blackwell
Bankers
Constitution
Brookstown
Brandywine
Clayton
Ruby
Brookstown
Dahlia
Hibiscus
Cloud
Howell
Choctaw
Castile
Ridge
Ardenwood
Congress
Potomac
Michelli
Woodhill
Energy
Williamson
Azam
Trenton
Perkins
Sheldon
Krista
Marion
Quail
Winbourne
Executive Park
Carrollton
Smiley
Renoir
Harry
Esplanade
Stratford
Corporate
Peggy
Moss Side
Orion
Calumet
Nellie
Industrial
Goya
Carrollton
Donmoor
Conley
Victoria
Lobdell
Audubon
Keed
Jefferson
Burden
Irene
Prescott
Sevenoaks
Joliet
Lasalle
Woodstock
Murphy
Victoria
Winthrop
Pikes
Industrial
Exchange
Finchley
Fritchie
Lanier
Dallas
Wooddale
Goodwood
Boyce
Richards
Dijon
Reco
Realtors
Linda
Linda
Guy
Bocage
Oak View
I-10
Lone Oak
Tom
Essen
Paris
Landwood
Albert
Independence
Brittany
Dickens
Harry
Lasalle
Oak
Owen
Sholar
Gay
Darryl
Carter
Fernwood
Summa
Airport
Thurman
Brandon
Office Park
Berlin
Plaza
Colonial
Chevelle
Oak Crest
Kiowa
Florline
Kelwood
One Calais
Margaret Ann
Southview
Brentwood
Greenwell Springs
Joyce
Tara
Barnett
Woodcrest
Wakefield
Scarlett
Oakley
Wartelle
Stone's Throw
Forest Hill
United Plaza
Chatawa
Cypress Point
Maiden
Vine
Fairway
Fleet
Joor
Trinity
Oak Villa
Choctaw
Cortana
Florida
Broadmoor
Vista
Carmen
Strand
Chelsea
Drusilla
Norfolk
Frances Harriet
Hill
Tracy
Kimberly
Raton
Gail
Elain
Syble
Mammoth
Ventura
Riveroaks
Parkview
Interline
Baker
El Cajon
Cuyhanga
Pomona
Donna
Purvis
Partridge
Bluebonnet
Cal
Warren
Coronado
Delplaza
Brookline
Drew
Castlewood
Bluebonnet
Mollylea
Teddy
Ridgetop
Westerly
Judi
Byrd
Platt
Great Smokey
Elizabeth
Floynell
Pasadena
Perdue
Presidio
Lonita
Big Bend
Tams
Florida
Darryl
Red Oak
Old Hammond
Ridgely
Cletus
Harvey
Kenlee
Cynthia
Browning
Regency
Marilyn
Willow Bay
Woodhaven
Silverest
Daradele
Mayfair
Winston
Ballina
Cashel
St Regis
Gwenadele
Idlewood
Allyson
Tudor
Nelwyn
Elaine
Lebanon
Oliphant
Hillmont
Seracedar
Shermoor
Heather
Arnold
Cedarcrest
Voorhies
Oakline
Rainier
Dual
Waverland
Marlbrook
Braeburn
Airline
Redlands
Sherwood Forest
Toulon
Stan
Catalpa
Tinley
Mead
Southpark
Sarasota
Flamingo
Ocala
Richcroft
Bard
Harrells Ferry
Stanley Aubin
Green Oak
Lava Bed
Ericson
Del Cano
E Heck
Sylvan
Little John
Pamela
Archery
Sheraton
Airline Hwy Service Road
Bellfort
Paddock
Darryl
Florida
Sherbrook
I-12
Baylor
Auburn
Westfork
Vickers
Dabney
Salem
Kay
King Richard
Eastgate
Coursey
Superior
East Baton Rouge Parish
Legend
Area Designated for
Physical Inspection
Phase I
Area Designated for
Physical Inspection
Phase II
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDATES-2010\REHAB\SOUTH\SOUTH MAPS\SGC-R-0002.MXD SGELPI 11/9/2010 11:07:39
0 2,500 5,000 Feet
q
Airline Hwy. - Goodwood Blvd.
Phase I and II
SGC-R-0002A/B
Project Vicinity Map
Figure 3-4

48th
49th
Elm
Topaz
Garnet
Waverly
Whitter
Juban
Alello
Monet
Crown
Cyril
Carter
Lasalle Parc
Rome
Shawn
Airway
Broadmoor
Frances Harriet
Vega
Monterrey
Cora
Carolyn Sue
Crestaire
Charles
Foster
Brookstown
Winbourne
Calumet
Maribel
Lanier
Gerlando
Lone Oak
Farrington
Redwood
Syble
Graham
Woodcrest
Oak Crest
Woodglynn
Kimberly
Marydon
Joyce
Conrad
Victoria
Conley
46th
Foster
Harelson
Jean
47th
Frey
Madison
Mouton
Ritterman
North
Laurel
Convention
North
Country Club
Moore
Balis
Silliman
Wells
Bawell
Rabey
Adams
Dougherty
Leighton
Fairfields
College
Greenwell Springs
Afton
Melrose
Clay Cut
Cloud
Ardenwood
I-10
Michelli
Government
Elgin
Osborne Mammoth
Hermitage
Parlange
Capital Heights
Greenside
Avondale
Woodside
Bardwell
Barber
Voss
Bootsie
Kincaid
Rebel
Bahm
Westdale
Ormandy
Bazaar
Valcour
Fairfax
Choctaw
Bankers
Constitution
Bel Air
Hilton
Ridge
Howell
Castile
Pino
Timberside
Williamson
Azam
Glenwood
Eastwood
George
Arden
Evans
Citiplace
Winn
Sheldon
Marion
Clinton
Executive Park
Marquette
Smiley
Carrollton
Jefferson
Renoir
Esplanade
Marquette
Carrollton
Gates
Anita
Nellie
Industrial
Rodin
Cezanne
Goya
Harry
Titian
Audubon
Corporate
Kenwood
Lobdell
Van Gogh
Cameron
Donmoor
Alden
Keed
Sheffield
Croydon
Sevenoaks
Joliet
Lasalle
Annabelle
Woodstock
Murphy
Torrance
Industrial
Bon Marche
Pierce
Svendson
Scobell
Lubbock
Finchley
Ocean
Fritchie
Riverlon
Thibodeaux
Linda
Mc Connell
Dallas
Wooddale
Exchange
Bocage
Beaumont
Bishop Ott
Linda
Realtors
Rienzi
Boyce
Gilbert
Conway
Reco
Airline
Franwood
Wooddale
Goodwood
Guy
Bocage
Mc Carroll
Tom
Gladewood
Albert
Independence
Lasalle
Dove Hollow
Harry
Galloway
Normandy
Oak
Wayside
Owen
Landwood
Airport
Athens
Lils
Madrid
Fernwood
Paris
Commerce
Thornwood
Carter
Argosy
Nouvelle
Colonial
Berlin
Harry
Parkland
Kelwood
Charmaine
Barnett
Plaza
Florline
Chevelle
Kiowa
Southview
Wrenwood
Airway
Souter
Roseneath
Shirley
Shadows
Brentwood
Connells Park
Tara
Chatawa
Trinity
Cortana
Florida
Airline
Wakefield
Oakley
Scarlett
Vine
Old Hammond
Oak Villa
Choctaw
Florida
Meadowood
Fairway
Broadmoor
Crescent
Trudeau
Tallyho
Vista
Carmen
Alameda
Crater Lake
Contour
Great Smokey
Delmar
Belcaro
San Lo
Drusilla
Darryl
Tams
Ventura
Pomona
Riveroaks
Meredith
Parkview
Keaty
Vega
Berkeley
Tampa
Cuyhanga
Mollylea
Donna
Woodbine
Greenbriar
Cammy
Lindale
El Cajon
Florida
Havana
Cottondale
Fenway
Brookline
Corinth
Elite
Purvis
Chalma
Donald
Judi
Interline
I-12
East Baton Rouge Parish
Legend
Area Designated for
Physical Inspection
Phase I
0 1,600 3,200 Feet
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDATES-2010\REHAB\SOUTH\SOUTH MAPS\SGC-R-0002A.MXD SGELPI 11/15/2010 11:24:18
q
Airline Hwy. - Goodwood Blvd.
Phase I
Figure 3-4a
SGC-R-0002A
Project Vicinity Map

Woodvine
Whitter
Juban
Alello
Monet
Maribel
Lobdell
Cyril
Carter
Shawn
Airway
Frances Harriet
Monterrey
Cora
Marilyn
Elizabeth
Aletha
Lonita
Milnor
Sharp
Bea
Gum
Sam
Tee
Cal
Pioneer
Aubin
Gwen
American
Sterling
Winbourne
Ruby
Waverly
Brookstown
Michelli
Williamson
Ardenwood
Glenwood
Bunker Hill
Potomac
Howell
Pino
Roselyn
Foch
Ridge
Dahlia
Azam
Arden
Government
I-10
Guilford
Perkins
Sheldon
Winn
Citiplace
Executive Park
Elgin
Jefferson
Stratford
Marion
Carrollton
Smiley
Renoir
Congress
Harry
Corporate
Peggy
Moss Side
Calumet
Industrial
Cezanne
Goya
Van Gogh
Carrollton
Conley
Audubon
Victoria
Donmoor
Burden
Keed
Croydon
Sevenoaks
Joliet
Lasalle
Woodstock
Murphy
Svendson
Industrial
Lubbock
Bon Marche
Exchange
Finchley
Mc Connell
Ocean
Lanier
Dallas
Wooddale
Goodwood
Thibodeaux
Linda
Reco
Realtors
Linda
Rienzi
Guy
Bocage
Boyce
Richards
Gerlando
Lone Oak
Oak View
Tom
Landwood
Albert
Independence
Dove Hollow
Harry
Oak
Owen
Sholar
Airport
Paris
Commerce
Carter
Lils
Fernwood
Thurman
Nouvelle
Office Park
Essen
Berlin
Harry
Kelwood
Colonial
Lasalle
Argosy
Plaza
Rainbow
Chevelle
Oak Crest
Kiowa
Florline
Southview
Brentwood
Greenwell Springs
Joyce
Tara
Barnett
Essen Heights
Souter
United Plaza
Connells Park
Chatawa
Airline
Scarlett
I-12
Oakley
Wartelle
Drusilla
Woodcrest
Wakefield
Forest Hill
Fairway
Fleet
Oak Villa
Choctaw
Cortana
Trinity
Downing
Joor
Crestaire
Broadmoor
Crescent
Carmen
Alameda
Chelsea
Kimberly
Meadowood
Vine
Vista
Riveroaks Alameda
Strand
Great Smokey
San Lo
Florida
Contour
Mammoth
Ventura
Pomona
Donna
Riveroaks
Parkview
Interline
Baker
Pine Park
Syble
Cuyhanga
Mollylea
Van
Bluebonnet
Big Bend
Platt
Perdue
Elain
Darryl
Gerald
Cletus
Tams
Harvey
Kenlee
Browning
Cynthia
Diane
Judi
Delcourt
Cammy
Singletary
Purvis
Partridge
Warren
Graham
Grand Teton
El Cajon
Coronado
Elite
Brookline
Bluebonnet
Teddy
Ridgetop
Byrd
Presidio
Inniswold
Patio
Regency
Marilyn
Madeline
Willow Bay
Fiesta
St Regis
Daradele
Floynell
Jo Anne
Tampa
Mayfair
Winston
Ballina
Cashel
Woodhaven
Silverest
Gwenadele
Allyson
Tudor
Elaine
Florida
Old Hammond
Lebanon
Ridgely
Seracedar
Cedarcrest
Coursey
Toledo Bend
Acorn
Red Oak
Shermoor
Arnold
Sinclair
Mayfair
Voorhies
Ann
Dual
Robin Hood
Marlbrook
Airline
Tinley
Major Oaks
Aubinwood
Lava Bed
Ericson
Stanley Aubin
Jeffrey
Braeburn
Catalpa
Burgess
Mead
Cavalier
Redlands
Chalice
Bellfort
Southpark
Toulon
Ocala
Richcroft
Stan
Glenda
Glenhaven
Vieux
E Heck
Muriel
Bard
Pamela
Boardwalk
Sylvan
Little John
Archery
Sheraton
Westfork
Paddock
Jockey Club
Fuller
Big Bend
Florida
Darryl
Catalina
Sherwood Forest
Nassau
Kay
Sherbrook
Millburn
King Richard
Dabney
Harrells Ferry
Baylor
Auburn
Southfork
Vickers
Parkside
Eastgate
East Baton Rouge Parish
Legend
Area Designated for
Physical Inspection
Phase II
0 2,100 4,200 Feet
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDATES-2010\REHAB\SOUTH\SOUTH MAPS\SGC-R-0002B.MXD SGELPI 11/15/2010 11:25:57
q
Airline Hwy. - Goodwood Blvd.
Phase II
Figure 3-4b
SGC-R-0002B
Project Vicinity Map

Brookstown
Topaz
Garnet
Juban
Evangeline
Shelley
Clayton
Sherwood
Victory
Hope
Clayton
Victoria
Cyrus
Beechwood
Joseph
Levera
St Andrew
Prescott
Foster
Dayton
Hazelwood
Linden
Heidel
Airline
Eleanor
Mohican
Elm
Fairwoods
Conrad
Charles
Brookstown
Calumet
Winbourne
Eaton
Mission
Addison
Wilmot
Frey
Jean
Ritterman
Voss
Underwood
Osborne
Kincaid
Dougherty
Bootsie
Mc Clelland
Shelley
Clayton
Cyrus
Fairwoods
Bicentennial
Winnebago
Linden
Howell Park
Hendricks
Eaton
Wyandotte
Wyandotte
Cleo
Eleanor
Ozark
Conley
Victoria Garden
Bradley
Bradley
Wilmot
Blackwell
Ruby
Ardenwood
Howell
Michelli
Ritterman
Underwood
Nellie
Osborne
Kincaid
Lambert
Sheldon
Elgin
Clinton
Anita
Nellie
Anita
Conley
Greenwell Springs
Melon
Victoria
Choctaw
Industrial
Monroe
Adams
Madison
Adams
Pino
Confidence
Smiley
Choctaw
Augustus
Sobers
Rhodes
Washington
Mission
Martin
Harelson
Jefferson
Fairfields
Jackson
Washington
Bahm
Paulson
Roselyn
Blackberry
Williamson
Blueberry
Callahan
Lobdell
44th
46th
49th
Foster
East Baton Rouge Parish
Legend
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDATES\REHAB\SOUTH\SGC-R-0003.MXD SGELPI 10/21/2009 12:54:24
Area Designated for
Physical Inspection
0 750 1,500 Feet
q
Ardenwood Dr.- Winbourne St.
SGC-R-0003
Project Vicinity Map
Figure 3-5

48th
49th
Chippewa
Iroquois
Seneca
Iroquois
Delaware
Bartlett
Eaton
Mission
Osborne
Kincaid
Dougherty
Foster
Choctaw
Monroe
Monroe
Adams
37th
Adams
Adams
Belfair
Rhodes
Adams
Madison
Madison
39th
Carleton
Bateman
Belfair
Martin
Fairfields
Jackson
Bahm
Mission
Jackson
Barrow
Rice
Washington
Harelson
Jefferson
Washington
Jefferson
41st
Amos
Noah
Noah
46th
Greenwell Springs
Paulson
47th
40th
Noah
43rd
Gus Young
Urban
Cain
38th
Billops
Provost
Pitcher
42nd
43rd
44th
Hermitage
37th
Valcour
36th
Odell
Odell
Waverly
Leighton
Columbus Dunn
35th
Zion
Rosedown
Acadian
39th
Jonah
Foster
Parlange
Jonah
40th
32nd
Ruth
Afton
Melrose
North
48th
Kernan
Laurel
Main
Saguaro
Main
Maywood
Wabash
Wabash
Bernardo
Lofaso
Live Oak
Roselawn
Laurel
Tuscaloosa
Beck
49th
Laurel
Florida
Asphodel
Fairfax
East Baton Rouge Parish
Legend
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDATES\REHAB\SOUTH\SGC-R-0004.MXD SGELPI 10/21/2009 13:03:51
Area Designated for
Physical Inspection
0 590 1,180 Feet
q
N. 38th St. - Gus Young Ave.
SGC-R-0004
Project Vicinity Map
Figure 3-6

Burbank
Wylie
Kenilworth
Kenilworth
G S R I
Menlo
Amesbury
Copperfield
Rodney
Hammatt
Albert Hart
Boone
Baird
Maxine
Magnolia Wood
Highland
Menlo
Castle Kirk
Kimbro
Staring
Nolen
Highpoint
Halfway Tree
Worth
Kingcrest
Worthington Lake
Wild Valley
Windward
Elysian
Southlawn
Arcadia
Flora
Sabine
Sabine
Flatsway
Roundhill
Rhine
Windingway
Lila
Tracy Lee
Gulf South
Hadley
Meadow Bend
Bayou Fountain
Stoney Creek
Fox Run
Highland Creek
Governor
Heatherwood
Renee
Kevel
Emerald
Myrtle View
Myrtle Hill
Knox Hill
River
Nicholson
Helm
Keel
Starwood
Skysail
Port
Gardere
Mast
Mariner
Longwood View
Starboard
Ned
Amanda
Leake
Anne Marie
Rush
General Jackson
Longwood Plantation
General Lee
General Taylor
Pascagoula
Crosscreek
Seabord
Fountain
Old Hermitage
General Adams
General Mouton
Bimini
Coy
Jasper
St Croix
Elvin
Glerma
Jade
Pecan Tree
Parkway
Springlake
Springbrook
Springwind
Springdale
Springhaven
Westhaven
Winterhaven
Springcrest
Springpark
Hillmont
Springvalley
Springridge
Hillglen
Hillgate
Bluebonnet
Hillshire
Hilltree
Hillmont
East Baton Rouge Parish
Legend
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDATES-2010\REHAB\SOUTH\SOUTH MAPS\SGL-R-0001.MXD SGELPI 11/9/2010 11:19:41
Area Designated for
Physical Inspection
0 1,250 2,500 Feet
q
Burbank Dr. - Gardere Ln.
SGL-R-0001
Project Vicinity Map
Figure 3-7

Wylie
Seyburn
Daventry
Menlo
Highland Park
Palmetto
Sedley
Boone
Amesbury
Beckenham
Chippenham
Leycester
Rodney
Watford
Cardiff
Copperfield
Tipperary
Bromley
Stoneliegh
Kenilworth
Palmetto
Louray
Albert Hart
Aries
Maxine
Delaville
Chandler
Harts Mill
Baird
Applewood
Castle Kirk
Thoreau
Walden
Chandler
Staring
Lake Calais
Theron
Leonard
Avis
Arcadia
Savanna View
Flora
Kimbro
Clear Lake
Charleston
Sharynwood
Village Park
Mayfair Hill
Kings Hill
Mary Evers
Bellonia
Doolittle
Elysian
Southlawn
Chanadia
Gurlie
Balboa
Thayer
Hyacinth
Sabine
Roundhill
Vienna
Lansington
Samoa
Madeira
Chanadia
Perkins
Burbank
Hammatt
Bontura
Magnolia Wood
Menlo
Kimbro
Nolen
Highpoint
Worth
Halfway Tree
Rustwood
Wild Valley
Worthington Lake
Sabine
Lake Donna
Mohawk
Flatsway
Bookerline
Rhine
Windingway
Hickorylake
Myrtlelake
Oak Hills
Skysail
Port
Mast
Stern
Ned
Starboard
Hadley
John Henry
G S R I
Meadow Bend
Fountain View
Stoney Creek
Lochness
Misty Creek
Bayou Fountain
Seabord
Highland Creek
Jade
Heatherwood
Fox Run
Gardere
Coy
G S R I
Elvin
Onter
Renee
Kingcrest
Rainford
Kevel
Westhaven
Winterhaven
Windward
Emerald
Springhaven
Myrtle View
Myrtle Hill
Knox Hill
Bluebonnet
Kentshire
Hidden Lake
Highland
Shady Lake
High Lake
East Baton Rouge Parish
Legend
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDATES-2010\REHAB\SOUTH\SOUTH MAPS\SGL-R-0002.MXD SGELPI 11/9/2010 11:20:34
Area Designated for
Physical Inspection
0 1,000 2,000 Feet
q
Staring Ln - Boone Dr.
SGL-R-0002
Project Vicinity Map
Figure 3-8

Issac Cline
Etta
Campus
Dean Lee
Princeton
Cornell
L S U
Lakeshore
Yale
Henry Adams
Ben Hur
Delgado
Tulane
Newcomb
Clara
Stanford
Highland
Ben Hur
Lakeshore
Nicholson
Lee
Burgin
Stuart
Bengal
Loyola
Carriage
Chalet
Lakeshore
Heritage
Ferndale
Bancroft
Marigold
Morning Glory
Floyd
Palm
Pickett
Cloverdale
Burbank
Nelson
Menlo
Wylie
Pollard
Tipperary
Boone
Perkins
Quail
Kenilworth
Louray
Rodney
Hood
Whitehaven
Aberdeen
Carl
Dubois
Sunset
Chandler
Balis
Orchid
Arrowhead
Mimosa
Sweetbriar
Woodstone
College
Tupello
Edinburgh
Woodgate
Dentation
Glasgow
Bennington
Columbine
Highland Park
Dahlia
Chippenham
Congress
Beckenham
Daventry
Leycester
Bromley
Guilford
Albert Hart
Stoneliegh
Trenton
Stratford
Moss Side
Baird
Maxine
Castle Kirk
Magnolia Wood
Peggy
Burden
Pikes
Kimbro
Seyburn
Hibiscus
Tarrytown
Orion
I-10
Irene
Staring
Cedardale
Forge
Cloverdale
Bourbon
Helvetia
Hood
Jolly
Mc Donald
Stephens
Leeward
University Highlands
College Hill
Menlo
Guava
Sassy
Rubin
Leeward
Hyacinth
Bennett
Ryan
Bluebell
Boone
Poplar
Knollwood
Woodruff
Boone
Brame
Bluebell
Millstone
Millgate
Kenilworth
Concord
Whitehaven
Fieldgate
Fieldgate
Whitlow
Jamestown
Pointer
Woodchase
Rothmer
Seyburn
Revere
Yorktown
Elmcrest
Brandywine
Lexington
Clematis
Palmetto
Saratoga
Monmouth
Potomac
Forsythia
Amesbury
Cardiff
Copperfield
Columbine
Chandler
Hammatt
Krista
Stokes
Quail Run
Palmetto
Blendon
Overton
Delaville
Menlo
Applewood
Walden
Harts Mill
Thoreau
Bella
East Baton Rouge Parish
Legend
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDATES-2010\REHAB\SOUTH\SOUTH MAPS\SGL-R-0003.MXD SGELPI 11/9/2010 11:23:44
Area Designated for
Physical Inspection
0 1,400 2,800 Feet
q
Kenilworth Blvd. - Boone Dr.
SGL-R-0003
Project Vicinity Map
Figure 3-9

Oakmoss
Maribel
Benson
Kilona
Lanier
Fernwood
Rome
Airway
Marydon
Courtland
Farrington
Monterrey
Redondo
Cora
Sunnybrook
Warren
Elmwood
Palermo
Aletha
Palisades
Sharp
Pasadena
Gum
Sam
Pin Oak
Tee
Hillmont
Dual
Bomer
Dan
Loring
Hartford
Clairmont
Atlanta
Percy
Davlin
Tioga
Greenwell
Phebus
Riffel
Charlene
El Scott
Astoria
Savoy
Bryant
Hanks
Dancy
Videt Polk
Ridgewood
Dickens
Ridgewood
Evan Brooks
Tree Trunk
Monet
Greenwell Spgs Rd Ra
Bon Marche
Industrial
Scobell
Lubbock
Exchange
Lobdell
Harry
Wooddale
Prescott
Greenwell Spgs
Beaumont
Dallas
Bishop Ott
Realtors
Reco
Oak View
Gerlando
Airline
Franwood
Lone Oak
Albert
Tom
Gladewood
Royalwood
Harry
Wooddale
Greenway
Landwood
Bern
Gay
Greentree
Athens
Madrid
Paris
Commerce
Berlin
Harry
Greenmoss
Airway
Dutsch
Oak Crest
Florline
Souter
Kiowa
Joor
Greenwell Springs
Oak Villa
Choctaw
Tracy
Great Smokey
Mammoth
Ventura
Cuyhanga
Elain
Olympic
Florida
Big Bend
Platt
Ridgemont
Edgemont
CortanaJoyce
Syble
Woodcrest
Chatawa
Woodglynn
Florida
Centerway
Crestaire
Alameda
Alameda
Kimberly
Fellsway
Vega
Delmar
Belcaro
San Lo
Swingalong
Redwood
Syble
Graham
El Cajon
Coronado
Tampa
Castlewood
Pomona
Westerly
Grand Teton
Mesa Verde
Havana
Jamaica
Manitou
Yosemite
Orlando
Byrd
Vega
Redondo
Chalma
Yellowstone
Meeker
Marilyn
Presidio
San Jauquin
Patio
Fiesta
Alpha
Beta
Gamma
Jo Anne
San Clemente
Perdue
Coronado
Tampa
Ballina
David
Karen
Cashel
Harvey
Florida
Nelwyn
Canyonland
Darryl
Gerald
Cletus
Tams
White Oak
Casa Grande
Acorn
Red Oak
Mc Gehee
Mollylea
East Baton Rouge Parish
Legend
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDATES-2010\REHAB\SOUTH\SOUTH MAPS\SGU-R-0001.MXD SGELPI 11/9/2010 11:25:18
Area Designated for
Physical Inspection
0 1,400 2,800 Feet
q
Oak Villa Blvd. - Choctaw St.
SGU-R-0001
Project Vicinity Map
Figure 3-10

Frances Harriet
Monterrey
Redondo
Carlsbad
Cora
Carolyn Sue
Palermo
Marilyn
Elizabeth
Brocade
Madras
Aletha
Woodhaven
Palisades
Lonita
Allyson
Broadmoor
Sharp
Gum
Sam
Pin Oak
Tee
Eileen
Sinclair
Bellridge
Stonegate
Vieux
Braeburn
Bellfort
Burgess
Sherwood Forest
Elbert
Little John
Mike
Harco
Hampton
Raton
Grand Teton
Mesa Verde
Great Smokey
Chalma
Yellowstone
Mammoth
Perdue
Dual
Richcroft
Meeker
Vega
Vega
Riveroaks
Van
Airline
Donna
Meredith
Parkview
Lindale
Redondo
Berkeley
Choctaw
Castlewood
Woodbine
Southmoor
Greenbriar
Cammy
El Cajon
Coronado
Tampa
Ventura
Havana
Jamaica
Pomona
Cottondale
Elite
Damuth
Van
Manitou
Cuyhanga
Broadmoor
Van
Judi
Sierra Vista
Damuth
Diane
East Baton Rouge Parish
Summit Ridge
Chateau
Madeline
Regency
Presidio
Coronado
San Jauquin
Patio
Capri
Woodhaven
Fiesta
Mollylea
Legend
Ballina
Cashel
San Clemente
Tampa
David
Karen
Barbara
White Oak
Tudor
Harvey
Allyson
Kenlee
Rhapsody
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDATES-2010\REHAB\SOUTH\SOUTH MAPS\SGU-R-0002.MXD SGELPI 11/9/2010 11:28:16
Woodhaven
Firelight
Gerald
Parkview
Grandeur
Cletus
Tams
Red Oak
Lynell
Browning
Elaine
Melanie
Classique
Acorn
Black Oak
Florida
Rondo
Mc Gehee
Shermoor
Heather
Area Designated for
Physical Inspection
Green Oak
Ranchwood
0 1,200 2,400 Feet
Heatherview
Hedgewood
Bellglade
Voorhies
q
Darryl
Green Oak
Florida
Major Oaks
Tinley
Catalpa
Robin Hood
Marlbrook
Tifton
Burton
Chalice
Oak
Marcia
Glenhaven
Charington
Silverton
Muriel
Gwen
Bellrose
Dartmoor
Darryl
Glenda
Ashbourne
Stan
Bard
Blackoak
Fairoak
Willow Oak
Florida
Sylvan
Parkwood
Rosedale
Dumont
Pamela
Archery
Robinhood
Fairhaven
Millburn
Sheraton
King Richard
Old Hammond
Shady Oaks
Twin Oak
Fair Oak
Nassau
Sherbrook
Westbrook
Vickers
Dabney
Kay
Erlanger
Shannon
Nile
Dawn
Tamari
Wilton
Havenwood
Warfield
Wingate
Goodwood
La Margie
Stacy
Cristy
Glenhaven
Stockton
Millburn
Warwick
Lorna
Cate
Shay
Parnell
Fairhaven
Sheraton
Brookshire
Queensbury
Buckingham
Beauverde
Tams
Boulevard de Province
La Annie
Shadydale
Robbie
Longbow
Montgomery
Lea Ann
Marque Ann
Duchess
King John
Arlingford
Lockhaven
Sherbrook
Pelham
Harco
Robinhood
Parnell
Parkwood
Bristol
Elva
Sharp Rd. - Florida Blvd.
SGU-R-0002
Project Vicinity Map
Figure 3-11
I-12

Aletha
Fiesta
Palisades
Lonita
Sharp
Gum
Edgemont
Sam
Tee
Acorn
Aubin
Lassen
Tinley
Green Ridge
Gwen
Sterling
Mike
Harco
Steffek
Millerville
Fountainbleau
Laurie Lynne
Boreas
Balsawood
Hammond Manor
O'Neal
Crossbow
Godfrey
Brillock
Triple B
Greenwell Springs
Cherryl
Winterset
Goodland
Mapleton
Parkin
Fryers
Frenchtown
Chanove
Maison
Bayonne
Lesage
Chambord
Chinon
Chaumont
Dry Creek
Bristle Cone
Thibodeaux
Morgan
Erin
Canterbury
Shamrock
Country
Planchet
Coral
Nelwyn
Rainier
Monticello
Kilkenny
Langer
Catalina
Langlois
Sarasota
Hillmont
Pasadena
Norwich
Flamingo
Platt
Elain
Perdue
Jo Anne
Cashel
Riveroaks
Woodhaven
Silverest
Allyson
Big Bend
Darryl
Cletus
Tams
Red Oak
Harvey
Kenlee
Browning
Tudor
Elaine
Heather
Old Hammond
Lebanon
Cedarcrest
Mc Gehee
Voorhies
Lava Bed
Dual
Sherwood Forest
Goodwood
Major Oaks
Braeburn
Ericson
Redlands
Chalice
Darius
Stan
Catalpa
Bellfort
Mead
Fort Meyers
Toulon
Richcroft
Bard
Glenda
Muriel
Ocala
Darryl
Archery
Mollylea
Catalina
Little John
Sylvan
Sheraton
Boardwalk
Florida
Pamela
Manorwood
Kay
Baylor
Auburn
Vickers
Dabney
Westbrook
King Richard
Merritt
Eastgate
Havenwood
Mendenhal
Warfield
Nile
Shay
Tamari
Wingate
Stockton
Choctaw
Arlingford
Robinhood
Millburn
Warwick
Lancelot
Britain
Ireland
La Margie
Buckingham
Province
Galahad
Tams
Elva
Woodland Ridge
Woodcliff
Windsor
Kirkley
Elwick
Trammell
Flannery
Allan
Holt
Sunnyhill
Rushmore
Darilyn
Ponderosa
Parwood
Tonya
Astolat
Mallory
Kimmeridge
Torrey Pine
Franbill
Damon
Katherine
Azalea Pk
Foxlane
Fairview
Florida
Lilac
Woodbrook
Holly
Mora
Birmingham
Breton
Avalon
Palmwood
Versailles
Choctaw
Bailey
Chimneywood
Firewood
Lily
Jester
Stonewood
General Prentiss
Terrell
Marjorie
Gloria
Rhonda
Aspenwood
Woodmoss
Monica
Lirocchi
Woodvale
O Neal
Hamilton
Hill
Frontage
Hewwood
London
Vermillion
Amite
Stevendale
Coliseum
Derby
Strain
Centurion
Caesar
Bristoe
Ellis
Harrells Ferry
Blouin
Riverview
Deer Lake
Lakepark
Hoyt
Riverside Park
Chariot
I-12
Pompey
Cicero
East Baton Rouge Parish
Legend
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDATES\REHAB\SOUTH\SGU-R-0003.MXD SGELPI 10/21/2009 12:57:32
Area Designated for
Physical Inspection
0 2,300 4,600 Feet
q
Flannery Rd. - Florida St.
SGU-R-0003
Project Vicinity Map
Figure 3-12

SECTION 3. SOUTH BASIN PROJECTS
3.2 South Gravity System Capacity Improvements Projects
3.2.1 SGU-C-0001 (Multiple PSs - Florida Blvd - Sherwood Forest Blvd)
The SGU-C-0001 (Multiple PSs – Florida Blvd – Sherwood Forest Blvd) project has been
combined with SGC-C-0001 (Airline Highway-Florida Blvd – PS 30 Improvements and New
Pump Station). The combined project has been designated SGC-C-0001 (Florida Blvd PS
Improvements) and is described in Section 3.2.6.
3.2.2 SGU-C-0002 (Airline Highway - Interstate 12)
The SGU-C-0002 (Airline Highway – Interstate 12) project has been combined with SGC-C-
0002 (Airline Highway-Jefferson Highway) and SGC-C-0003 (Essen Lane-Interstate 12)
projects. The combined project has been designated SGC-C-0002 (Airline Highway Pipeline
Improvements) project and is described in Section 3.2.7.
3.2.3 SGU-C-0003 (Sherwood Forest Blvd- Goodwood Blvd Pipeline
Improvements)
Project Description
Purpose of the Project / Project Background
The SGU-C-0003 (Sherwood Forest Blvd-Goodwood Blvd Pipeline Improvements) project
includes the upgrade of gravity sewers upstream of PS 13, PS 50, PS 21, PS 31, and PS 101 to
alleviate SSOs.
Location
The gravity sewer replacements that comprise this project are located near the intersections
of Florida Blvd and Sherwood Forest Drive, and are shown in Figure 3-13.
Gravity segment 050-00619 to 050-00682 starts on Sharp Lane near the Tams Drive
intersection. The gravity segment travels north and turns east at Tams Drive. The line
continues east until reaching 050-00682, located on Tams Drive between the Gum Street and
Pin Oak Street intersections.
Gravity segment 050-00480 to 050-00924 starts near the Elizabeth Drive and South Riveroaks
Drive intersection. The gravity segment travels east along a drainage to 050-00150, south
along a drainage to 050-00168, and east parallel to Riveroaks Drive to 050-00909 where it
then continues southeast along Sharp Road until reaching 050-00924.
Gravity segment 050-00400A to 050-00837 starts on Goodwood Blvd near Westbrook Drive.
The gravity line travels west along Goodwood Blvd until reaching 050-00837, located near
Sherwood Forest Drive and Goodwood Blvd intersection.
Gravity segment 050-00392 to 050-00280 starts on Pamela Drive. The gravity line travels
southwest until reaching 050-00390, northwest until reaching 050-00388, and west until
reaching 050-00280, located northwest of the Glenda Drive and Sherwood Forest Blvd
intersection.
Gravity segment 050-00280 to 050-00272 starts northwest of Glenda Drive and Sherwood
Forest Blvd intersection. The gravity line travels south until reaching 050-00272, located
northwest of the Florida Blvd and North Sherwood Forest Drive intersection.
GNV31031158547.DOCX/103440004 3-23 JANUARY 2011
REV. 5

SECTION 3. SOUTH BASIN PROJECTS
Gravity segment 013-00002 to 013-00001 starts north of the intersection of Elizabeth Drive
with River Oaks Drive. The gravity line travels west until reaching 013-00001, located near
PS 13.
Gravity segment 013-00049 to PS 13 starts near the Marilyn Drive and Mollylea Drive
intersection. The gravity segment travels south until reaching 013-00012 and then traveling
east until reaching PS 13. PS 13 will be upgraded as part of SGC-C-0001 (Florida Blvd PS
Projects).
Gravity segment 021-00009 to PS 21 starts southwest of the Warfield Avenue and Windsor
Drive intersection. The gravity segment travels southeast along Windsor Drive, crossing
Florida Blvd until reaching 021-00001F. The gravity line continues west parallel to Florida
Blvd until reaching PS 21, located near the Florida Blvd and Shelby Drive intersection.
Gravity segment 101-00024 to PS 101 starts south of the Darwin Avenue and South Flannery
Road intersection. The gravity segments travels west until reaching 101-00018, southeast
until reaching 101-00016, east until reaching 101-00014, and then southeast along Brinwood
Avenue until reaching PS 101. PS 101 is located northeast of the Goodwood Blvd and
Brinwood Avenue intersection.
Gravity segment 031-00035 to 031-00030 starts southwest of the Robinhood Drive and Little
John Drive intersection. The gravity segment travels east until reaching 031-00033 and then
southwest parallel to Little John Drive until reaching 031-00030. The segment ends
northwest of the Little John Drive and Mollyea Drive intersection.
Gravity segment 031-00030 to PS 31 starts northeast of Little John Drive and Mollyea Drive
intersection. The gravity segment travels southeast until reaching 031-00006 and then travels
south along the canal parallel to Westbrook Drive until reaching PS 31. PS 31 is located
southeast of the Goodwood Blvd and Westbrook Drive intersection.
Gravity segment 031-00378 to 031-00006 starts southwest of the East Glenhaven Drive and
Wilton Drive intersection. The gravity line travels southwest until reaching 031-00006,
located northeast of the Westbrook Drive and Mollylea Drive intersection.
Gravity segment 031-00442 to 031-00435 starts northwest of the Goodwood Blvd and
Brinwood Avenue intersection. The gravity line travels southwest until reaching 031-00435,
located northeast of the Goodwood Blvd and South Flannery Road intersection.
Gravity segment 031-00435 to 031-00237 starts northeast of South Flannery Road and
Goodwood Blvd. The gravity line travels west until reaching 031-00434, south until reaching
031-00433, and then northwest until reaching 031-00237, following Goodwood Blvd. The
segment ends northeast of the Goodwood Blvd and Trammell Drive intersection.
Gravity segment 031-00237 to 031-00132 starts northeast of the Trammell Drive and
Goodwood Blvd intersection. The gravity line travels northwest along Goodwood Blvd until
reaching 031-00132, located west of the Trammell Drive and Camelot Avenue intersection.
Gravity segment 031-00132 to 031-00112 is located west of the Trammell Drive and Camelot
Avenue intersection. The gravity line travels northwest until reaching 031-00131, north until
reaching 031-00129, and west until reaching 031-00112. The gravity segment ends southeast
of the Fairhaven Drive and Woodcliff Drive intersection.
GNV31031158547.DOCX/103440004 3-24 JANUARY 2011
REV. 5

SECTION 3. SOUTH BASIN PROJECTS
Gravity segment 031-00112 to PS 31 starts southeast of the Fairhaven Drive and Woodcliff
Drive intersection. The gravity line travels west until reaching 031-00102, south until
reaching 031-00102A, and then southwest until reaching PS 31. PS 31 is located southeast of
the Westbrook Drive and Goodwood Blvd intersection.
Gravity segment 031-00270 to 031-00112 starts northeast of the East Robinhood Drive and
Woodcliff Drive intersection. The gravity segment travels south until reaching 031-00112,
located southeast of the Fairhaven Drive and Woodcliff Drive intersection.
Gravity segment 031-00299 to 031-00289 starts southeast of the Arlingford Avenue and
Shelby Drive intersection The gravity line travels south until reaching 031-00289, located
northeast of the Archery Drive and Woodcliff Drive intersection.
Gravity segment 031-00330 to 031-00299 starts east of the Norma Court and Shelby Drive
intersection. The gravity line travels south until reaching 031-00299, located southeast of the
Arlingford Avenue and Shelby Drive intersection.
Gravity segment 031-00330A to 031-00330 starts southeast of the Shelby Drive and Florida
Blvd intersection. The gravity line travels south until reaching 031-00330, located east of the
Norma Court and Shelby Drive intersection.
Forcemain segment PS21FM to 031-00330A starts near Florida Boulevard. The forcemain
segment travels south until reaching 031-00330A, located southeast of the Shelby Drive and
Florida Blvd intersection.
Scope
The scope of this project is shown in Table 3-2. This project includes the construction of
approximately 8,400 feet of 15-inch, 21-inch, 24-inch, and 36-inch gravity sewer upstream of
PS 50, approximately 950 feet of 12-inch and 15-inch gravity sewer upstream of PS 13,
approximately 2,100 feet of 18-inch gravity sewer upstream of PS 21, approximately 2,000
feet of 10-inch gravity sewer upstream of PS 101, and approximately 13,800 feet of 10-inch,
12-inch, 15-inch, 18-inch, 21-inch, 24-inch, and 36-inch gravity sewer and forcemain
upstream of PS 31.
TABLE 3-2
SGU-C-0003 (Sherwood Forest Blvd-Goodwood Blvd Pipeline Improvements) – Pipeline Information
US Node
DS Node
Length
(ft)
Existing
Diameter
(in)
Proposed
Diameter
(in)
050-00619 050-00682 1,000 15 24
050-00480 050-00924 2,000 8 and 12 15
050-00400A 050-00837 2,800 18 36
050-00392 050-00280 2,400 12 21
050-00280 050-00272 1,200 15 or 18 24
013-00002 013-00001 150 8 12
Comments
013-00049 PS13 800 8 and 10 15 PS Replacement under SGC-C-0001
(Florida Blvd PS Improvements)
021-00009 PS21 2,100 12 and 15 18 Crosses Florida Blvd; PS will be
upgraded in SGC-C-0001 (Florida
Blvd PS Improvements)
GNV31031158547.DOCX/103440004 3-25 JANUARY 2011
REV. 5

SECTION 3. SOUTH BASIN PROJECTS
TABLE 3-2
SGU-C-0003 (Sherwood Forest Blvd-Goodwood Blvd Pipeline Improvements) – Pipeline Information
US Node
DS Node
Length
(ft)
Existing
Diameter
(in)
Proposed
Diameter
(in)
101-00024 PS101 2,000 8 10
031-00035 031-00030 1,100 8 15
Comments
031-00030 PS 31 2,600 8 to 12 21 PS upgraded in SGC-C-0001 (Florida
Blvd PS Improvements)
031-00378 031-00006 80 8 12 Crosses drainage canal
031-00442 031-00435 670 8 10
031-00435 031-00237 930 8 and 12 12
031-00237 031-00132 260 10 15
031-00132 031-00112 550 10 to 12 18
031-00112 PS31 3,400 21 36
031-00270 031-00112 2,600 18 24
031-00289 031-00270 740 8 18
031-00299 031-00289 320 15 18
031-00330 031-00299 670 15 18
031-00330A 031-00330 340 15 18
PS21FM 031-00330A 310 8 10 Forcemain
Note: The existing pipe sizes and lengths were obtained from the BTRSSO hydraulic model.
Total Construction Bid Amount is $11,200,000.
Scheduled Design Appropriation Year is 2010.
Scheduled Construction Appropriation Year is 2013.
Design and Construction Not Started.
GNV31031158547.DOCX/103440004 3-26 JANUARY 2011
REV. 5

Marilyn
Elizabeth
Brocade
Aletha
Madras
Sharp
Gum
Tinley
Gwen
Friar Tuck
Bellfort
Burgess
#
Harco
Harco
Big Bend
#
PS16
#
#
PS293
#
Sierra Vista
Capri
Mammoth
Perdue
050-00619
Darryl
Gerald
Cletus
!R !R
050-00682
Dual
Oak
PS359
#
Chalice
Tams
Catalpa
#
#
PS89
#
Tamari
Vickers
PS314
Mike
Stacy
La Annie
Warfield
Cristy
Choctaw
Lorna
#
!R
PS169
021-00009
Flannery
PS295
#
Rushmore
Orlando
Van
!R
#
#
!R!R!R
PS81
Ballina
013-00049
PS13
Riveroaks
!R
#
PS51AA
013-00001 050-00924
Woodhaven
Goodwood
Allyson
Firelight
East Baton Rouge Parish
Parkview
Kenlee
Browning
Ranchwood
#
PS370
Red Oak
Major Oaks
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Stonegate
Tifton
050-00272
Tinley
!R
!R
050-00837
!R
Bellrose
#
Muriel
050-00280
PS50
Sherwood Forest
Millburn
Sheraton
Archery
Robinhood
Manorwood
!R
#
!R
031-00030
050-00392
PS151
031-00035
Kay
#
#
!R
!R
!R
!R
!R
!R !R 031-00006
050-00203
!R
#
!R
!R
!R!R
Parkwood
PS31A
Dabney
Erlanger
Wilton
031-00378
PS87
Millburn
PS21FM
031-00330
031-00299
Robinhood
Parnell
Glenhaven
Mollylea
Parkwood
Sherbrook
Fairhaven
Warwick
Elva
!R
Woodcliff
PS21
031-00330A
031-00289
031-00270
031-00435
#
!R
!R
031-00442
031-00132 031-00237
Elwick
Parnell
#
PS227
#!R
!R
PS448
#
PS163
#
101-00024
§¨¦ I-12
Holt
PS101
#
Legend
Sherwood Forest Blvd. - Goodwood Blvd.
Proposed
Existing
#I
³
Pipeline Projects
New Pump
Exist. Gravity
Stations
Exist. Forcemain
SGU-C-0003
New Gravity Main
# Exist. Pump Station
New Force Main
!R Manholes\Nodes
Project Vicinity Map
") New Storage Facility Figure 3-13
0 1,000 2,000
Feet

SECTION 3. SOUTH BASIN PROJECTS
3.2.4 SGU-C-0004 (Goodwood Blvd - South Flannery Road)
The SGU-C-004 (Goodwood Blvd – South Flannery Road) project has been combined with
SGU-C-0003 (Florida Blvd-Sherwood Forest Blvd) from the October 2008 PDP. The
combined project has been designated SGC-C-0003 (Sherwood Forest Blvd-Goodwood Blvd
Pipeline Improvements) project and is described in Section 3.2.3.
3.2.5 SGU-C-0005 (Oak Villa Blvd - Monterey Blvd Sewer Area Upgrades)
Project Description
Purpose of the Project / Project Background
The SGU-C-0005 (Oak Villa Blvd – Monterey Blvd Sewer Area Upgrades) project includes
the upsizing of the gravity sewer upstream of PS 16, PS 50, and PS 51 and the forcemain
from PS 16, which is being upgraded as part of the SGC-C-0001 (Florida Blvd PS
Improvements) project.
Location
The gravity sewer replacements that comprise the SGU-C-0005 project are located northeast
of Airline Highway and Florida Blvd, and along Sherwood Forest Blvd, south of Florida
Boulevard Road, and are shown in Figure 3-14.
Gravity segment 051-00222 to 051-00196 starts southeast of the Kimberly Drive and
Kimberly Way intersection. The gravity segment travels east until reaching 051-00196,
located northwest of the Monterrey Drive and Great Smokey Avenue intersection.
Gravity segment 016-00002 to PS 16 starts southwest of the Jo Anne Drive and Big Bend
Avenue intersection. The gravity line travels south until reaching PS 16, located northeast of
the Jo Anne Drive and Great Smokey Avenue intersection.
Gravity segment 051-00467 to 051-00196 starts southeast of the Syble Drive and Monterrey
Drive intersection. The gravity line travels south until reaching 051-00196, located northwest
of the Great Smokey Avenue and Monterrey Drive intersection.
Gravity segment 051-00196 to 051-00169 starts northwest of the Great Smokey Avenue and
Monterrey Drive intersection. The gravity line travels south until reaching 051-00169,
located northwest of the Great Smokey Avenue and Monterrey Drive intersection.
Gravity segment 051-00169 to 051-00168 starts northwest of the Great Smokey Avenue and
Monterrey Drive intersection. The gravity line travels south until reaching 051-00168,
located northwest of the Mammoth Avenue and Monterrey Drive intersection.
Gravity segment 051-00168 to 051-00070 starts northwest of the Mammoth Avenue and
Monterrey Drive intersection. The gravity line travels south until reaching 051-00070, located
near Mammoth Avenue between its intersections with Monterrey Drive and Needham Drive.
Gravity segment 051-00070 to PS 51 starts near Mammoth Avenue between its intersections
with Monterrey Drive and Needham Drive. The gravity line travels east along the north side
of the drainage channel until reaching PS 51, located north of Cuyhanga Parkway and Sierra
Vista Drive intersection.
Gravity segment DS16 to 051-00169 starts at the intersection of Kings Canyon Drive and
Great Smokey Avenue. The segment travels south behind the row of houses on the south side
of Great Smokey Avenue, heading northeast behind four houses before it doubles back on
its same path and goes southwest and then straight west behind the houses south of Great
Smokey Avenue. It ends at manhole 051-00169 on Monterrey Drive, just northwest of its
intersection with Great Smokey Avenue.
GNV31031158547.DOCX/103440004 3-28 JANUARY 2011
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SECTION 3. SOUTH BASIN PROJECTS
Gravity segment 051-00364B to 051-00070 starts north of a drainage canal near Cortana
Place. The gravity segment travels southeast until reaching 051-00077, and then east until
reaching 051-00070. The gravity segment ends near Mammoth Avenue between its
intersection with Monterrey Drive and Needham Drive.
Gravity segment 051-00369 to 051-00364B starts above the drainage canal near Airway Drive.
The gravity segment travels east until reaching 051-00364B, located north of Cortana Place.
Gravity segment 050-00837 to 050-00300A starts near Sherwood Forest Blvd and Goodwood
Blvd intersection. The gravity line travels south along Sherwood Forest Blvd until reaching
051-00300, and then west until reaching 050-00300A. The segment ends northwest of the
Sherwood Forest Blvd and Major Oaks Drive intersection.
The SGU-C-0005 (Oak Villa Blvd – Monterey Blvd) project also includes the replacement of
the PS 16 forcemain. This forcemain is located along Great Smokey Drive near JoAnne
Drive. The forcemain travels southwest along Great Smokey Avenue until reaching DS16,
located near the King Canyon Drive and Great Smokey Avenue intersection.
Scope
This project includes construction of approximately 380 feet of 18-inch gravity sewer
upstream of PS 16, approximately 2,600 feet of 42-inch gravity sewer upstream of PS 50, and
approximately 16,700 feet of 18-inch, 21-inch, 24-inch, 30-inch, and 42-inch gravity sewer
upstream of PS 51. This project also includes approximately 950 feet of 8-inch forcemain
from PS 16. The full scope of this project is shown in Table 3-3.
TABLE 3-3
SGU-C-0005 (Oak Villa Blvd – Monterey Blvd Sewer Area Upgrades) – Pipeline Information
US Node DS Node
Length
(ft)
Existing
Diameter
(in)
Proposed
Diameter
(in)
Comments
051-00222 051-00196 1,400 12 18
016-00002 PS16 380 10 18 Influenced by the SGC-C-0001 (Florida Blvd PS
Improvements) project in which PS 16 will be
upgraded
051-00467 051-00196 1,500 12 18
051-00196 051-00169 260 15 21
051-00169 051-00168 680 15 24
051-00168 051-00070 3,300 15 30
051-00070 PS51 1,500 18 42 Crosses Choctaw Drive and the railway just north
of Choctaw Drive This segment will need to be
coordinated with the PS51 upgrade as part of the
NFW-C-0002 (Choctaw Storage and Pump
Station Facility) Project
DS16 051-00169 3,200 10 18
051-00364B 051-00070 3,300 15 24
051-00369 051-00364B 1,600 15 21
050-00837 050-00300A 2,600 24 42
PS16 DS16 950 6 8 Forcemain
Note: The existing pipe sizes and lengths were obtained from the BTRSSO hydraulic model.
Total Construction Bid Amount is $9,000,000.
Scheduled Design Appropriation Year is 2010.
Scheduled Construction Appropriation Year is 2013.
Design and Construction Not Started.
GNV31031158547.DOCX/103440004 3-29 JANUARY 2011
REV. 5

Rome
Airway
Oak Villa
Courtland
Vega
Cora
Marilyn
Elizabeth
Sharp
Gum
Tinley
Burgess
Greentree
Athens
Madrid
#
Paris
Tom
Harry
Airline
Dutsch
Oak Crest
Souter
!R
Joyce
Kiowa
Greenwell Springs
051-00369
Choctaw
051-00364B
!R
Cortana
Woodglynn
Crestaire
#
#
!R
!R !R
!R
Alameda
PS98
051-00222
Vega
Monterrey
!R
Redondo
PS18
#
051-00467
Grand Teton
051-00196
051-00169
Mammoth
051-00168
El Cajon
Coronado
Tampa
051-00070
!R !R
#
Havana
Jamaica
Big Bend
Orlando
PS51
Capri
#
#
DS16
!R
PS81
PS25
Perdue
Ballina
016-00002
#
!R PS16
!R #
#
Darryl
#
PS51AA
Elain
Dual
#
PS359
#
Gerald
Cletus
Chalice
Tams
Oak
Catalpa
Red Oak
#
PS293
Richcroft
#
PS89
Archery
Robinhood
#
Wynnewood
Mollylea
Donna
Woodbine
Bracewell
Airway
#
Tifton
Tinley
Airport
Colonial
Tara
#
PS323
Wakefield
Riveroaks
Riveroaks
Meredith
Parkview
Van
Goodwood
Southmoor
Greenbriar
Cammy
Damuth
Van
Parkview
Kenlee
Browning
#
PS370
Major Oaks
!R
!R #
050-00837
Millburn
Sheraton
PS50 050-00300A
#
East Baton Rouge Parish
Crescent
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP-UPDATE-SCOTT_BACKUP_060109.MXD SGELPI 6/17/2009 10:41:23
Diane
Judi
Firelight
Legend
Proposed
Existing
Oak Villa Blvd. - Monterrey Blvd.
#I
³
New Pump
Exist. Gravity
Stations
Exist. Forcemain
SGU-C-0005
New Gravity Main
# Exist. Pump Station
New Force Main
!R Manholes\Nodes
Project Vicinity Map
") New Storage Facility Figure 3-14
0 1,050 2,100
Feet

SECTION 3. SOUTH BASIN PROJECTS
3.2.6 SGC-C-0001 (Florida Blvd PS Improvements)
Project Description
Purpose of the Project / Project Background
The SGC-C-0001 (Florida Blvd PS Improvements) project includes those improvements that
were previously included in SGU-C-0001 (Multiple Pump Stations-Florida Blvd - Sherwood
Forest Blvd) and SGC-C-0001 (Airline Highway - Florida Blvd PS 30 Improvements and new
pump station). This combined project includes upgrades of PS 13, PS 16, PS 18, PS 21, PS 30,
PS 31, PS 50, and PS 66, and the construction of a new pump station (PS 5xx) to alleviate
SSOs in their upstream basins.
PS 51 was originally part of the SGU-C-0001 (Multiple PSs – Florida Blvd – Sherwood Forest
Blvd) project and was moved to the NFW-C-0002 (Choctaw Storage and Pump Station
Facility) project.
Location
The locations for the pump stations are presented in Table 3-4 and are shown in Figure 3-15.
Scope
The scope of this project is described in Table 3-4. PS 13, PS 16, PS 18, PS 21, PS 30, PS 31, PS 50,
and PS 66 will be replaced. The new pump station (PS 5xx) will be located at or near manhole 058-
01106, conveying all flow from the gravity system upstream directly to PS 58 through a new 30-
inch forcemain will be constructed as part of project SGC-C-0002 (Airline Highway Pipeline
Improvements) project. This new pump station and forcemain will be constructed to alleviate
peak wet weather flow exceedances in the gravity system downstream of the new pump station.
TABLE 3-4
SGC-C-0001 (Florida Blvd Pump Station Improvements) – Pump Station Information
Future Peak
Existing Max. Wet Weather
Capacity (GPM) Flow (GPM)
PS No.
PS 13
PS 16
PS 18
PS 21
PS 31
PS 50
PS 66
PS 30
New PS
(PS 5xx)
Location
Intersection of Elizabeth Drive and
River Oaks Drive
Intersection of Great Smokey
Avenue and JoAnne Drive
Intersection of Monterrey Avenue
and Swingalong Avenue
Near Florida Blvd. at intersection
of Shelby Drive
Goodwood Boulevard near
Havenwood Boulevard
Intersection Major Oaks Road and
Sherwood Forest Boulevard
Comal Drive, near intersection of
Erlanger Drive
Tom Drive near intersection of
Dallas Drive
North of Tara Boulevard and Old
Hammond Highway
Dry
Weather
Flow
1,042 1,389 158
972 1,249 187
625 777 44.4
1,389 2,249 619
2,083 7,500 1,330
7,291 21,375 4,190
833 1,937 556
624 1,096 273
Comments
New 19,543 3,145 Located at or near
MH 058-01106
Note: The existing maximum capacity for the existing pump stations was 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 $ 14,500,000.
Scheduled Design Appropriation Year is 2010.
Scheduled Construction Appropriation Year is 2012.
Design and Construction Not Started.
GNV31031158547.DOCX/103440004 3-31 JANUARY 2011
REV. 5

Lobdell
Cyril
Cora
Maribel
#
Lanier
Gerlando
#I
#
#
#
#
Reco
#
PS55
PS30
Wooddale
PS11
#
#
PS30
Independence
Rienzi
Goodwood
Oak
PS335
Prescott
Airport
#
Carter
PS83
Joor
Oak Villa
Cortana
#
#
#
#
BPS503 # PS454
#
# #
PS222
# # # #
PS281
PS18 #
#I
#
#
#
#
PS16
#I
#
PS16
PS293
# PS359
#
#
#
#
#
#
#
#I
#
#
PS81
#
#I
#
#
#
Wakefield
PS17
#
#I
#
PS116
PS5XX
PS5XX
Choctaw
Cuyhanga
Donald
PS288
PS13
#
#
Sharp
#
#I
#
PS50
#
#
Aubin
Toulon
PS328
Bard
Catalpa
Archery
#
#I
#
PS50
#I
#
Mike
PS31
#
PS66
Lancelot
Stacy
Langer
#
#
#
#
#
PS334
PS169
#
PS380
PS77
#
Flannery
PS227
PS121
#
#
#
#
#
PS21
PS163
§¨¦ I-12
#
#
PS448
PS156
PS270
#
#
#
#
#
East Baton Rouge Parish
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP-UPDATE-SCOTT_BACKUP_060109.MXD SGELPI 6/17/2009 10:41:23
Legend
#
Proposed
Existing
Florida Blvd. PS Projects
#I
³
New Pump
Exist. Gravity
Stations
Exist. Forcemain
SGC-C-0001
New Gravity Main
# Exist. Pump Station
New Force Main
!R Manholes\Nodes
Project Vicinity Map
") New Storage Facility Figure 3-15
0 2,000 4,000
Feet

SECTION 3. SOUTH BASIN PROJECTS
3.2.7 SGC-C-0002 (Airline Highway Pipeline Improvements)
Project Description
Purpose of the Project / Project Background
The SGC-C-0002 (Airline Highway Pipeline Improvements) project includes those segments
previously included in SGC-C-0003 (Essen Lane - Interstate-12) and SGU-C-0002 (Airline
Highway - Interstate 12) from the October 2008 PDP. The project includes the following:
Upsizing of the gravity sewer upstream of PS 58 to alleviate SSOs in the vicinity of the
gravity sewer and pump station.
Upsizing of the gravity sewers upstream of PS 50 and PS 66 and construction of new
forcemains at PS 66 and PS 50 to address upstream SSOs.
Construction of a new forcemain from the new pump station (PS 5xx), described in SGC-
C-0001 (Florida Blvd Pump Station Improvements project), to the manifold point with
the new forcemain from PS 50.
Construction of a new forcemain from the manifold point to PS 58.
Location
The gravity sewers to be replaced under the SGC-C-0002 project are located near the
intersection of Interstates 10 and 12, Old Hammond Highway, and north toward Airline
Highway, and are shown in Figure 3-16.
Gravity segment 058-00036 to 058-00015 starts northeast of the intersection of McCarroll
Drive and Claret Drive, north of Interstate 12. The gravity segment travels south crossing
Interstate 12 until reaching 058-00029. The gravity segment then travels southeast until
reaching 058-00021, and southwest along Essen Lane until reaching 058-00015, located
northeast of the North Essen Heights Court and Essen Lane Intersection.
Gravity segment 058-00586 to 058-00523 starts near the intersection of South Seracedar Street
and Cedarcrest Avenue and travels south on Cedarcrest Avenue until reaching 058-00523. The
gravity segment ends northeast of the Cedarcrest Avenue and Airline Highway intersection.
Section 058-00523 to 058-00501 starts northeast of the Cedarcrest Avenue and Airline
Highway intersection. The gravity segment travels southwest until reaching 058-00501,
located west of the Airline Highway and Cedarcrest Avenue intersection.
Section 058-00501 to 058-00479 starts west of the Airline Highway and Cedarcrest Avenue.
intersection. The gravity segment travels southwest until reaching 058-00430, south along
Bea Drive until reaching 058-00440 near Jefferson Highway, west until reaching 058-00446,
and south until reaching 058-00479, located east of the Idlewood Drive and Ridgely Road
intersection.
Gravity segment PS250DS to 058-00479 starts east of the Landsbury Avenue and Hackberry
Drive intersection. The gravity segment travels northwest until reaching 058-00479, located
east of the Idlewood Drive and Ridgely Road intersection.
Gravity segment 058-00479 to 058-00490 starts east of the Idlewood Drive and Ridgely Road
intersection. The gravity line travels northwest along a drainage canal until reaching 058-
00490, located south of the Inniswold Road and Jefferson Highway intersection.
Segment 058-00490 to 058-00017 starts south of the Inniswold Road and Jefferson Highway
intersection. The gravity line travels northwest crossing Bluebonnet Blvd and travels along
GNV31031158547.DOCX/103440004 3-33 JANUARY 2011
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SECTION 3. SOUTH BASIN PROJECTS
the canal. At 058-00499, the gravity segment travels southwest along Bluebonnet Road until
reaching 058-00219. At the intersection of Oliphant Road and Bluebonnet Road, the segment
travels west to the drainage canal west of Drusilla Drive. The segment then travels north
along the canal, crosses the canal, and ends at 058-00017 near the North Essen Heights Court
and East Essen Heights Court intersection.
Gravity segment 058-01316 to 058-01310 starts west of North Donmore Avenue between
intersections with Goya Avenue and Cezanne Avenue. The gravity segment travels south
along Donmore Avenue until reaching 058-01310 located on Donmore Avenue between
intersections with Rembrandt Avenue and Harry Avenue.
Gravity segment 058-01318 to 058-01316 starts west of North Donmore Avenue between
intersections with Renoir Avenue and Cezanne Avenue. The gravity segment travels south
along Donmore until reaching 058-01316, located on Donmore Avenue between
intersections with Goya Avenue and Cezanne Avenue.
Gravity segment 058-03110 to 058-03116 starts near the Wooddale Blvd and Tom Drive
intersection. The gravity segment travels southwest until reaching 058-03116, located east of
the Tom Drive and Lobdell Blvd intersection.
Gravity segment 058-03116 to 058-03117 starts east of the Tom Drive and Lobdell Blvd
intersection. The gravity segment travels northwest until reaching 058-03117.
Gravity segment 058-03117 to 058-03118 starts east of the Tom Drive and Lobdell Blvd
intersection. The gravity segment travels west until reaching 058-03118.
Gravity segment 058-03118 to 058-03124 starts at the Tom Drive and Lobdell Blvd
intersection. The gravity segment travels west until reaching 058-03124, located west of Tom
Drive and Lobdell Blvd intersection.
Gravity segment 058-04039 to 058-04041A starts near the cul-de-sac of W E Heck Court and
travels west through an industrial area to manhole 058-04041A, which is located near the
intersection of Cedarcrest Avenue and Airline Highway.
Gravity segment 058-00016E to 058-00011E starts at the end of the PS 66 forcemain and
travels south until reaching 058-00014E. The segment travels west until reaching 058-00011E,
located northeast of Sherwood Forest Blvd and North Harrells Ferry intersection.
Segment 058-00011E to 058-02653 starts east of Sherwood Forest Blvd. The gravity segment
travels west until reaching 058-00005E. The line travels north until reaching 058-00002E.The
line travels west to 058-00001E and north until reaching 058-02653, located west of the
Sherwood Forest Blvd and Old Hammond Highway intersection.
Gravity segment 058-01868 to 058-01862 starts northeast of Airline Highway (North) and
North Parkview Drive intersection. The gravity line travels southwest until reaching 058-
01866, southeast until reaching 058-01865, and southwest crossing Airline Highway (North)
until reaching 058-01864. The gravity line travels southeast until reaching 058-01862, located
near the Airline Highway (North) and South Parkview Drive intersection.
Gravity segment 058-02851 to 058-02833 starts northwest of the Parkview Drive and Cora
Drive intersection, traveling south, parallel to Cora Drive, until reaching 058-02833. Segment
058-02833 to 058-02677 starts northwest of Goodwood Blvd and Cora Drive. The gravity
segment travels south, parallel to Cora Drive, and then travels east until reaching 058-02701.
The line travels south until reaching 058-02677, located near the end of Carolyn Sue Drive.
GNV31031158547.DOCX/103440004 3-34 JANUARY 2011
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SECTION 3. SOUTH BASIN PROJECTS
Gravity segment 058-02478 to 058-02475 starts on Airline Highway near the Gwenadele
Avenue intersection. The gravity segment travels northwest along Airline Highway until
reaching 058-02475, located near Airline Highway and Commonwealth Blvd intersection.
Gravity segment 058-02571 to 058-01395 starts on Cedarcrest Avenue near Bronzebush
Avenue. The segment travels north up to 058-001495 north of the intersection of Cedarcrest
Avenue and Lebanon Drive and then turns west paralleling a drainage canal to manhole
058-01395 on Old Hammond Highway east of Silverest Avenue.
Gravity segment 058-01859 to 058-01851A starts on Airline Highway (North) between its
intersections with South Parkview Drive and Goodwood Blvd. The gravity line travels
southeast until reaching 058-1851A, located near Lindale Avenue and Airline Highway
intersection.
Gravity segment 058-01851A to 058-01850 starts near Lindale Avenue and Airline Highway
intersection. The gravity line travels southeast until reaching 058-01850, located near the
Delcourt Avenue and Airline Highway intersection.
Gravity segment 058-01850 to 058-01850A starts northeast of the Delcourt Avenue and
Airline Highway intersection. The gravity segment travels southeast, towards Delcourt Ave,
until reaching 058-01850A.
Gravity segment 058-01310 to 058-00935 starts at the Harry Drive and Donmoor Avenue
intersection and travels south along Donmoor Avenue until reaching 058-00935 The gravity
segment ends north of the Florida Blvd and Donmore Avenue intersection.
Gravity segment 058-01830 to 058-01826 starts on the west side of Fernwood Avenue. The
gravity line travels south along Fernwood Avenue until 058-01826, located near the Florida
Blvd and Fernwood Avenue intersection.
Gravity segment 058-01335 to 058-00890 starts north of Lils Court and Sevenoaks Avenue
intersection. The gravity line travels north past the end of Lils Court at 058-01337, then
travels southeast until reaching 058-00890, located near the north end of Carter Avenue.
Gravity segment 058-00890 to 058-01132 starts south of Thurman Drive, just north of the
drainage canal. The segment travels north on Thurman Drive until reaching 058-01132,
located south of the Thurman Drive and Goodwood Blvd intersection.
Gravity segment 058-05074 to 058-05006 starts on Murphy Drive north of the Murphy Drive
and Richards Drive intersection. The gravity line travels south until reaching 058-05005,
located south of the Murphy Drive and Richards Drive intersection.
Gravity segment 058-05006 to 058-00349 starts south of Murphy Drive and Richards Drive
intersection. The gravity line travels south until reaching 058-00349, located near the north
side of Interstate 12.
Gravity segment 058-00369 to 058-00004B starts northeast of the Marcel Avenue and Plaza
Drive intersection. The segment travels east down Marcel Avenue, and then southeast across a
golf course, terminating just east of Fairway Drive at 058-00004B.
Gravity segment 058-01171 to 058-01159 starts on Brentwood Drive at the edge of a golf
course. The gravity line travels east across a golf course and crossing Fairway Drive until
reaching 058-01157. The line continues north until reaching 058-01159.
GNV31031158547.DOCX/103440004 3-35 JANUARY 2011
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SECTION 3. SOUTH BASIN PROJECTS
Gravity segment 058-00497 to 058-00499 starts along Bluebonnet Road between intersections
with Jefferson Highway and French Village Avenue. The gravity line travels south along
Bluebonnet Road until reaching 058-00499.
Gravity segment 058-00481 to 058-00483 starts near the Floynell Drive and Ridgely Road
intersection. The gravity line travels north until reaching 058-00483 near the drainage canal.
Gravity segment 058-00172 to 058-00173 starts south of the Florida Blvd and Marquette
Avenue intersection. The gravity line travels west, parallel to Florida Blvd, until reaching
058-00173.
Gravity segment 058-00173 to 058-00940A starts southwest of the Florida Blvd and South
Carrollton Avenue intersection. The gravity line travels north, crossing Florida Blvd, until
reaching 058-00940A, located north of Florida Blvd between intersections with Marquette
Avenue and South Carrollton Avenue.
Gravity segment 250-00026 to PS250 starts on a drainage path southeast of the intersection
of Jefferson Highway and Auto Plex Drive, near an apartment complex. The segment then
parallels Jefferson Highway along the drainage path to PS 250, which is located just south of
the intersection of Jefferson Highway and Cal Road.
Gravity segment 066-00005 to PS 66 starts on the north side of Interstate 12, off of Harrells
Ferry Road and travels north along the right-of-way of the road leading to PS66 near the
Comal Drive and Erlanger Drive intersection. Gravity segment 066-00088 to PS 66 travels
west from Boulevard de Providence to PS 66.
Gravity segment 066-0087A to 066-00001A starts at Woodland Ridge Boulevard. The line
travels north, crossing Interstate 12, and then west to Blvd de Providence. Segment 066-
00088 to PS 66 travels west from Blvd de Providence to PS 66.
The PS 66 forcemain runs from the upgraded PS 66, described in the SGC-C-0001 (Florida
Blvd PS Improvements) project on Comal Drive travels westward to the termination of the
forcemain at manhole 058-00016E on Sherwood Meadow Drive.
This project includes the construction of a new forcemain from the upgraded PS 50,
upgraded as described in Project SGC-C-0001 (Florida Boulevard PS Improvements). The
segment of forcemain starts at the new location of PS 50 on Old Hammond Highway east of
the intersection of Sherwood Boulevard and Old Hammond Highway, and travels west on
Old Hammond Highway to the manifold point with the forcemain from PS 5XX on Old
Hammond Highway, east of Tara Boulevard.
The forcemain from the new pump station PS 5XX described in SGC-C-0001 (Florida
Boulevard PS Improvements) project starts east of the intersection of Tara Boulevard and
Old Hammond Highway at the BREC Park (PS 5XX location). The forcernain then manifolds
with the forcemain from PS 50 on the south side of Old Hammond Highway and runs south
down Fairway Drive to Interstate 12. The forcemain crosses Interstate 12 to Quarters Lake
Road and follows Quarter Lake Road till it reaches Essen Lane. The forcemain then crosses
Essen Lane and travels south down the ROW of Essen Lane to the wet well of PS58 on Essen
Lane.
The existing gravity line feeding into PS 50 will be relocated as part of this project to the
new location of PS 50 on Old Hammond Highway, east of the intersection of Old Hammond
Highway and Sherwood Boulevard.
GNV31031158547.DOCX/103440004 3-36 JANUARY 2011
REV. 5

SECTION 3. SOUTH BASIN PROJECTS
Scope
This project involves replacing 51,360 LF of 10-inch, 12-inch, 15-inch, 18-inch, 21-inch, 24-inch,
27-inch, 36-inch, 42-inch gravity sewer upstream of PS 58; approximately 2,500 LF of 15-inch
and 18-inch gravity sewer upstream of PS 66; approximately 880 LF of 12-inch gravity sewer
upstream of PS 250; approximately 1,860 LF of new 48-inch gravity sewer downstream of
existing location of PS 50; and establishment of 1,280 LF of new 12-inch forcemain from PS 66
to replace existing forcemain and approximately 23,720 LF of new 36-inch and 48-inch
forcemain from PS 50 and PS 5XX to PS 58 in the South Gravity Central Basin.
Additional project details are presented in Table 3-5.
TABLE 3-5
SGC-C-0002 (Airline Highway Pipeline Improvements) – Pipeline Information
US Node
DS Node
Length
(ft)
Existing
Diameter
(in)
Proposed
Diameter
(in)
Comments
058-00034 058-00015 6,300 18 24 Segment crosses
Interstate 12
058-00586 058-00523 1,900 12 18
058-00523 058-00501 640 12 and 15 21
058-00501 058-00479 2,700 15 27
PS250DS 058-00479 1,100 8 and 15 18
058-00479 058-00490 1,900 15 and 18 36
058-00490 058-00017 8,200 18 and 24 42 Segment has a canal
crossing near Drusilla
Drive
058-01316 058-01310 880 10 15
058-01318 058-01316 350 10 15
058-03110 058-03116 720 12 15
058-03116 058-03117 120 12 15
058-03117 058-03118 420 12 15
058-03118 058-03124 75 12 15
058-04039 058-04041A 550 12 15
058-00011E 058-02653 1,400 12 and 15 24
058-00016E 058-00011E 740 12 21
058-01868 058-01862 840 8 12
058-02851 058-02833 1,140 8 15
058-02833 058-02677 3,870 15 21
058-02478 058-02475 830 8 12
058-02571 058-01395 3,520 8 15
058-01850 058-01850A 80 15 18
058-01851A 058-01850 800 15 18
058-01859 058-01851A 2,230 15 18
058-01310 058-00935 2,000 10 18
058-01830 058-01826 530 10 and 15 21
058-01335 058-00890 460 8 and 10 15
GNV31031158547.DOCX/103440004 3-37 JANUARY 2011
REV. 5

SECTION 3. SOUTH BASIN PROJECTS
TABLE 3-5
SGC-C-0002 (Airline Highway Pipeline Improvements) – Pipeline Information
US Node
DS Node
Length
(ft)
Existing
Diameter
(in)
Proposed
Diameter
(in)
Comments
058-00890 058-01132 450 12 18 Includes a drainage
cancel crossing
058-05074 058-05006 370 8 15
058-05006 058-00349 270 12 18
058-00369 058-00004B 2,900 18 24 Portion of these gravity
segments go through a
golf course.
058-01171 058-01159 1,800 8 12
058-00497 058-00499 520 8 12
058-00481 058-00483 290 8 12
058-00172 058-00173 330 8 10
058-00173 058-00940A 130 8 12 Includes a crossing under
Florida Blvd
250-00026 PS250 880 10 12
066-00005 066-00002 730 8 15
066-00002 PS66 660 8,10 & 12 18
066-00087A 066-00001A 1,070 8,10 & 12 18
PS 66 066-00005 1,280 8 12 Forcemain Replacement
NEW FM (PS 50)
New PS – PS 5xx
(described in
SGC-C-0001
[Florida Blvd PS
Improvements])
Manifold Pt w/ new
FM from PS 50
Existing PS 50
Manifold Pt
w/ new PS
5xx
Manifold Pt
w/ new FM
from PS 50
10,600 New 36 New forcemain
100 New 36 Forcemain
PS58 13,020 New 48 Forcemain; Crosses both
Interstate 12 and
Interstate 10
New PS 50
location 1858 New 48
Extension of gravity line to
New PS 50 location.
Segment has a crossing
on Old Hammond
Highway
Note: The existing pipe sizes and lengths were obtained from the BTRSSO hydraulic model.
Total Construction Bid Amount is $35,200,000.
Scheduled Design Appropriation Year was 2009.
Scheduled Construction Appropriation Year is 2011.
Design is On-Going.
GNV31031158547.DOCX/103440004 3-38 JANUARY 2011
REV. 5

Whitter
Monet
Lobdell
Lanier
Cyril
Shawn
Airway
Bea
Aubin
Mike
#
Waverly
#
Michelli
#
Smiley
#
Elgin
Renoir
Conley
Goya
Victoria
!R
!R
Reco
Beaumont
#
PS30
Wooddale
Tom
#
Paris
Landwood
Berlin
Harry
PS83
Kiowa
Choctaw
Oak Villa
#
#
#
#
#
PS16
PS293
# Cuyhanga
#
Mammoth
PS81
Perdue
#
PS190
Darryl
#
Harvey
Cletus
Dual
PS359
Tams
Florida
#
Richcroft
#
#
Stan
Bard
Catalpa
Archery
#
#
PS314
Wilton
Stacy
Cristy
Harco
#
#
Woodcliff
PS169
Flannery
#
!R!R!R !R !R
!R !R !R !R
#
#
#
I-10
#
!R!R
#
PS267
Marion
Quail
Marquette
Jefferson
Corporate
PS119
#
Peggy
Orion
PS97
!R
# #
# # #
Kenilworth
Burden
Irene
Walden
Keed
Woodstock
Murphy
#
#
!R
!R
!R
#
#
#
!R
!R
!R !R #
PS335
!R
Pikes
Joliet
East Baton Rouge Parish
Ocean
Dijon
Rienzi
Perkins
Bocage
Boyce
Gilbert
Conway
Goodwood
PS58
PS58A
Essen
Picardy
Proposed
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\RFQ\SGC-C-0002._mpj120610
Airport
!R
#
Anselmo
New Gravity Main
New Force Main
!R
#
Wakefield
PS317
PS17
!R
Drusilla
Summa
!R
!R
!R
#
!R
#
Crescent
Carmen
Legend
³
#
!R
Gail
PS299
!R
!R!R
Hill
#
!R
Donna
#
!R
!R
Interline
Partridge
!R
!R
!R
Cal
#
Mollylea
Bluebonnet
#
#
#
#
#
!R
Sharp
#
!R
!R !R
Oliphant
Reitz
Judi
Existing
0 2,600 5,200
Feet
Hilltrace
Upton
Exist. Gravity
!R
#
#
#
!R
!R !R !R
!R
!R
!R !R
!R
Azrok
Exist. Forcemain
Exist. Pump Station
Manholes\Nodes
Allyson
Mayfair
!R
# # !R
Major Oaks
PS389
#
#
Tinley
Coursey
#
#
#
PS50
#
#
!R
!R !R !R!R !R
Toulon
PS328
PS171
#
#
#
#
#
#
#
I-12
#
#
#
PS134
#
#
Stumberg
#
PS77
PS217
#
##
#
#
#
#
PS147 #
# # PS379
#
#
# #
Airline Highway Pipeline
Improvements Projects
Siegen
King Richard
McCann
Baylor
Havenwood
Investor
Figure 3-16
Parkoaks
Elva
Pecue
Harrells Ferry
Deerpath
Braxton
SGC-C-0002
Project Vicinity Map

SECTION 3. SOUTH BASIN PROJECTS
3.2.8 SGC-C-0003 (Essen Lane - Interstate 12)
The SGC-C-0003 (Essen Lan – Interstate 12) project has been combined with SGC-C-0002
(Airline Highway - Jefferson Highway) project and SGU-C-0002 (Airline Highway -
Interstate 12) project from the October 2008 PDP. The combined project has been designated
SGC-C-0002 (Airline Highway Pipeline Improvements) project, and is described in Section
3.2.7.
3.2.9 SGC-C-PS58A (Pump Station 58 Replacement)
Project Description
Purpose of the Project/Project Background
The SGC-C-PS58A (Pump Station 58 Replacement) project includes the construction of a
new overflow pump station pump station (PS 58) that will handle the existing flow
conditions and the predicted future wet weather peak flow. The design of a single pump
station was selected as the best design option to meet the long-term needs of the C-P and the
sensitive environmental and aesthetic concerns of the surrounding area. (
The purpose of this project is to relieve SSOs at PS 58 as well as in the respective upstream
and downstream basins. This project is related to SGC-C-PS58FM-A (Staring Lane FM Phase
I – Burbank to Highland), SGC-C-PS58FM-B (Staring Lane FM - Phase II – Highland to
Perkins), and SGC-C-PS58FM-C (Staring Lane FM - Phase III – Perkins to PS58) which
involve the construction of the forcemain from PS 58 to the South WWTP.
Location
The project site and existing PS 58 are located at the entrance of the Louisiana State
University Burden Center. The location of PS 58 is shown in Table 3-6 and in Figure 3-17.
Scope
The current PS 58 will not have enough pumping capacity to handle the predicted future
wet weather peak flow. PS 58 shall be replaced with a pump station that will handle both
the existing flow conditions and future wet weather peak flow conditions. The pump station
will pump flow into the downstream gravity system when flows do not exceed 20,870 gpm.
When flows exceed 20,870 gpm, the pump station will pump the excess flow directly to the
South WWTP. The proposed scope is shown in Table 3-6.
TABLE 3-6
SGC-C-PS58A (Pump Station 58 Replacement) – Pump Station Information
Existing Max.
Capacity
PS No.
Location
(GPM)
Future Peak Wet
Weather Flow
(GPM)
Dry Weather
Flow
(GPM)
PS58 Intersection of Essen Lane and Essen Park New 61,107 208,700
Note: The future peak wet weather flow was obtained from the BTRSSO hydraulic model.
Total Construction Bid Amount is $15,800,000.
Scheduled Design Appropriation Year was 2009.
Construction Appropriation Year was 2010.
Design is On-Going
GNV31031158547.DOCX/103440004 3-40 JANUARY 2011
REV. 5

I-10
Essen Heights
Essen Heights
#I
PS58
One Calais
Essen Park
Franciscan
Margaret Ann
Essen
Hennessy
East Baton Rouge Parish
Legend
Proposed
Pump Station 58 Replacement
Existing
#I
³
New Pump
Exist. Gravity
Stations
Exist. Forcemain
SGC-C-PS58A
New Gravity Main
# Exist. Pump Station
New Force Main
Project Vicinity Map
!R Manholes\Nodes
") New Storage Facility Figure 3-17
0 275
550
Feet
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDATES\CAPACITY\SOUTH\SGC-C-PS58A_mpj120610

SECTION 3. SOUTH BASIN PROJECTS
3.2.10 SGC-C-PS58FM-A (Staring Lane FM - Phase I – Burbank Drive to Highland
Road)
Project Description
Purpose of the Project / Project Background
The SGC-C-PS58FM-A (Staring Lane FM-Phase I – Burbank Drive to Highland Road) project
includes the construction of a portion of the new forcemain from the PS 58 overflow pump
station to the South WWTP. The purpose of this project is to relieve SSOs at PS 58 as well as
in the respective upstream basins. The construction of the direct forcemain between PS 58
and the South WWTP alleviates the wet weather flows into existing downstream gravity
pipe, and allows the capacity needed for future flows in the Staring Lane area.
This portion of the new forcemain is being constructed as part of the Green Light Program
project for the Staring Lane Extension.
Location
This portion of the new forcemain runs along Staring Lane Extension from Burbank Drive to
Highland Road (to the South WWTP), connecting into Staring Lane forcemain.
Scope
The scope of this project is shown in Table 3-7 and in Figure 3-18.
TABLE 3-7
SGC-C-PS58FM-A (Staring Lane FM - Phase I - Burbank Drive to Highland Road) – Pipeline Information
US Node
DS Node
Length
(ft)
Existing
Diameter
(in)
Proposed
Diameter
(in)
Comments
Highland Road Burbank Road 2,960 New 64 To be constructed
under Green Light
Program
Note: The pipe lengths were obtained from the BTRSSO hydraulic model.
Total Construction Bid Amount is$4,616,000.
Scheduled Design Appropriation Year was 2008.
Scheduled Construction Appropriation Year was 2009.
Construction Functionally Complete 2 nd Quarter 2010.
GNV31031158547.DOCX/103440004 3-42 JANUARY 2011
REV. 5

Burbank
PS58_n6
!R
Lochness
Clover Ridge
Summer Grove
#
PS321
Meadow Bend
Stoney Creek
Bonarbridge
Staring Lane P
Highland Creek
Kilt Place
Highland
Heatherwood
Hadley
PS261
#
!R
PS58_n7
Fox Run
John Henry
Fountain View
#
PS279
Gardere
PS58_n8
!R
Bayou Fountain
Governor
Burbank Drive (Segment 1) A
Proposed
#I
New Pump
Stations
New Gravity Main
New Force Main
Green Light Project
Legend
³
#
!R
Existing
Exist. Gravity
Exist. Forcemain
Exist. Pump Station
Manholes\Nodes
Staring Ln. FM - Phase I - Highland Rd.
to Burbank Dr.
SGC-C-PS58FM-A
Project Vicinity Map
Figure 3-18
East Baton Rouge Parish
0 300
600
Feet
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP-UPDATE-SCOTT_BACKUP_060109.MXD SGELPI 6/17/2009 10:41:23

SECTION 3. SOUTH BASIN PROJECTS
3.2.11 SGC-C-PS58FM-B (Staring Lane FM-Phase II – Highland Road to Perkins
Road)
Project Description
Purpose of the Project / Project Background
The SGC-C-PS58FM-B (Staring Lane FM-Phase II – Highland Road – Perkins Road) project
includes the construction of a portion of the new forcemain from PS 58 to the South WWTP.
The purpose of this project is to relieve SSOs at PS 58 as well as in the respective upstream
and downstream basins. The construction of the direct forcemain between PS 58 and the
South WWTP alleviates the wet weather flows into existing downstream gravity pipe, and
allows the capacity needed for future flows in the Staring Lane area.
This portion of the new forcemain will be constructed as part of the Green Light Program
project for improvements to Staring Lane. The project also includes the construction of a
new 36-inch forcemain exiting PS 57 at Dawson Creek.
Location
This portion of the new forcemain from PS 58 to the South WWTP runs along Staring Lane
from Dawson Creek to Highland Road. The new 36-inch forcemain runs along Staring Lane
from Dawson Creek to Chandler Drive.
Scope
The scope of the project is shown in Table 3-8 and in Figure 3-19. The forcemain from PS 58
increases in size at Boone Drive due to the addition of flow at this point from a new
overflow pump station at PS 53, described in the SGL-C-0002 (Multiple Pump Stations –
Highland Road – Kenilworth Parkway) project.
TABLE 3-8
SGC-C-PS58FM-B (Staring Lane FM-Phase II - Highland Road to Perkins Road) – Pipeline Information
US Node
DS Node
Length
(ft)
Existing
Diameter
(in)
Proposed
Diameter
(in)
Comments
Boone Drive Highland Road 3,200 New 64 Constructed under Green
Light Program
Dawson Creek Boone Drive 4,900 New 60 Constructed under Green
Light Program
Dawson Creek Chandler Drive 2,200 36 36 Constructed under Green
Light Program
Note: The pipe lengths were obtained from the BTRSSO hydraulic model.
Total Construction Bid Amount is$10,700,000.
Design was appropriated in 2008 with the SGC-C-PS58FM-A (Staring Lane FM Phase I –
Burbank Drive to Highland Road) project.
Construction Appropriation Year was 2010.
Construction is On-Going.
GNV31031158547.DOCX/103440004 3-44 JANUARY 2011
REV. 5

#
Pollard
Picardy
Blair
Summa
#
PS317
Irene
Seyburn
Chandler
#
#
PS267
Shrensbury
#
PS214
#
Kenilworth
PS178
Walden
Camelia Trace
Ryder
Silverside
Alberta
!R
Essen
Bles
Mancuso
Granada
Pet
Corsica
Bermuda
Tasmania
Anselmo
#
Wylie
Menlo
Highland Park
Amesbury
Copperfield
Beckenham
Boone
Chippenham
Leycester
Stoneliegh
Daventry
Rodney
Bromley
Watford
Cardiff
Coventry
Sheringham
Louray
Albert Hart
Aries
Maxine
Delaville
Baird
Applewood
Harts Mill
Castle Kirk
!R
Staring
#
#
PS40
Theron
Leonard
Elysian
Avis
Arcadia
Flora
#
PS114
Thayer
Hyacinth
Sabine
Roundhill
Samoa
Vienna
Chanadia
Perkins
PS1010
#
PS300
Bluebonnet
#
Burbank
Hadley
Meadow Bend
#
PS321
Magnolia Wood
Highland
#
PS261
PS279
Kimbro
!R
Highpoint
Kingcrest
Kevel
#
#
PS412
PS257
#
Legend
#
Proposed
Existing
Staring Lane FM Phase II
#I
³
New Pump
Exist. Gravity
Stations
SGC-C-PS58FM-Ph II
Exist. Forcemain
New Gravity Main
# Exist. Pump Station
New Force Main
Project Vicinity Map
!R Manholes\Nodes
") New Storage Facility Figure 3-19
Gardere
Nolen
Worth
Kimbro
Sharynwood
Town South
Cedar Lake
Southlawn
Mayfair Hill
Kings Hill
Bellonia
Gurlie
Emmaline
Balboa
Rhine
Macedonia
Myrtle Grove
John Henry
East Baton Rouge Parish
Menlo
Lochness
Misty Creek
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDATES2010\CAPACITY\SOUTH\SGC-C-PS58FM-B_mpj120610
Onter
Halfway Tree
Renee
Rainford
Wild Valley
Windward
0 1,400
2,800
Feet
PS131
Lake Donna
#
Myrtle Hill
Mohawk
Blakemore
Windingway
Glenstone
Myrtlelake
PS301
#
High Lake
High Plains
Thistlewood
Shady Lake

SECTION 3. SOUTH BASIN PROJECTS
3.2.12 SGC-C-PS58FM-C (Staring Lane FM-Phase III – Perkins Road to PS 58)
Project Description
Purpose of the Project/Project Background
The SGC-C-PS58FM-C (Staring Lane FM-Phase III – Perkins Road to PS 58) project involves
the construction of a portion of the new forcemain from the PS 58 to the South WWTP. The
purpose of this project is to relieve SSOs at PS 58 as well as in the respective upstream and
downstream basins. The construction of the direct forcemain between PS 58 and the South
WWTP alleviates the wet weather flows into existing downstream gravity pipe, and allows
the capacity needed for future flows in the Staring Lane area.
The project includes replacing an existing 36-inch aerial forcemain crossing of Ward’s Creek
from PS 58. The purpose is to replace the aerial crossing with a subsurface crossing due to
the condition of the forcemain.
Location
This portion of the new 60-inch forcemain starts approximately at the intersection of Essen
Lane and Essen Park and proceeds in a southerly direction crossing Ward’s Creek. The
forcemain then proceeds in an easterly direction along Ward’s Creek. The forcemain turns
south and follows Mancuso Lane, crossing a Kansas City Southern Railroad at the
intersection of Anselmo Lane. The forcemain continues south along Granada Drive until
reaching Dawson’s Creek. At Dawson’s Creek, the forcemain turns in a westerly direction
and continues to the intersection of Dawson’s Creek and Staring Lane near PS57.
The 36-inch forcemain starts approximately at the intersection of Essen Lane and Essen Park
and proceeds in a southerly direction crossing Ward’s Creek. The new forcemain will be
connected to the existing forcemain on the south side of Ward’s Creek.
Scope
The scope of this project is shown in Table 3-9 and in Figure 3-20.
TABLE 3-9
SGC-C-PS58FM-C (Staring Lane FM-Phase III – Perkins Road to PS 58) – Pipeline Information
US Node
DS Node
Length
(ft)
Existing
Diameter
(in)
Proposed
Diameter
(in)
Comments
PS58 Dawson Creek 9,490 New 60
PS58
South Side of
Ward’s Creek
300 36 36
Note: The pipe lengths were obtained from the BTRSSO hydraulic model.
Total Construction Bid Amount is $9,600,000.
Scheduled Design Appropriation Year was 2009.
Construction Appropriation Year was 2010.
Design is On-Going.
GNV31031158547.DOCX/103440004 3-46 JANUARY 2011
REV. 5

Samoa
PS58A
PS58
#
Essen Park
One Calais
Cypress Point
I-10
Margaret Ann
Dijon
O'Donovan
Didesse
Brittany
Flanders
Hennessy
Essen
#
PS193
Summa
Keswick
Pennth
Perkins Place
Payne
Camelia Trace
Mancuso
Picardy
Pet
Everett
Blair
Butter Creek
#
Sasanqua
Silverside
Anselmo
Camelia Way
Southpointe
Alberta
Staring
Corsica
Bermuda
Ryder
Bles
Granada
Tasmania
Town South
Kings Hill
Lake Calais
Perkins
Clear Lake
PS57
#
Macedonia
Cedar Lake
Vienna
Theron
Thayer
Leonard
Madeira
East Baton Rouge Parish
Legend
Proposed
Existing
Staring Lane FM Phase III
#I
³
New Pump
Exist. Gravity
Stations
SGC-C-PS58FM-Ph III
Exist. Forcemain
New Gravity Main
# Exist. Pump Station
New Force Main
Project Vicinity Map
!R Manholes\Nodes
") New Storage Facility Figure 3-20
0 750
1,500
Feet
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDATES2010\CAPACITY\SOUTH\SGC-C-PS58FM-C_mpj120610

SECTION 3. SOUTH BASIN PROJECTS
3.2.13 SGC-C-PS119 (Citiplace/Essen Area PS 119 and Forcemain Improvements)
Project Description
Purpose of the Project/Project Background
The SGC-C-PS119 (Citiplace/Essen Area PS 119 and Forcemain Improvements) project
includes the construction of both 8,100 feet of new 16-inch forcemain from PS 119 to PS 58
and the upgrade of PS 119 due to the longer forcemain and the predicted increase in future
peak wet weather flow.
Location
Figure 3-21 shows the scope of this project. PS 119 is located on the north side of Highway I-
10 on the western side of the creek near the movie theater and Citiplace Drive.
A new 16-inch forcemain will replace the existing 12-inch forcemain extending from PS 119
to MH 058-00194T. From MH 058-00194T, an existing 16-inch forcemain will be utilized. The
existing forcemain follows Ward’s Creek to MH 058-00129T. At MH 058-00129T, a new 16-
inch forcemain will be connected to the existing forcemain and continue to follow Ward’s
Creek until nearing the intersection of Essen Lane and Ward’s Creek. At this point, the
forcemain will turn in a northerly direction and connect to PS 58.
Scope
The scope of the project is shown in Tables 3-10 (pump station scope) and 3-11 (forcemain
scope).
TABLE 3-10
SGC-C-PS119 (Citiplace/Essen Area PS 119 and Forcemain Improvements) – Pump Station Information
PS No.
Location
Existing Max.
Capacity
(GPM)
Future Peak Wet
Weather Flow
(GPM)
Dry
Weather
(GPM)
PS 119 Citiplace Drive near the Movie Theater 2,430 2,700 594
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.
TABLE 3-11
SGC-C-PS119 (Citiplace/Essen Area PS 119 and Forcemain Improvements) – Pipeline Information
US
Node
DS Node
Length
(ft)
Existing
Diameter
(in)
Proposed
Diameter
(in)
Comments
PS 119 PS58 8,100 New 16 New forcemain segments (PS 119 to
058-00194T and 058-00129T to PS 58)
Note: The pipe lengths were obtained from the BTRSSO hydraulic model.
Total Construction Bid Amount is $2,800,000.
Scheduled Design Appropriation Year was 2008.
Construction Appropriation Year was 2010.
Construction is On-Going.
GNV31031158547.DOCX/103440004 3-48 JANUARY 2011
REV. 5

Corporate
Woodstock
Moniteau
Bocage
Brandon
Nouvelle
Boyce
#I
#
PS119
PS119
Murphy
Torrance
Svendson
Fritchie
Mc Connell
Gilbert
Conway
Mc Carroll
Peebles
Palm Park
Owen
#
PS28
Trenton
#
PS97
#
PS335
Valley Forge
Bennington
Tarrytown
Georgetown
§¨¦ I-12
Sholar
Rainbow
Stratford
Guilford
Peggy
Overton
Burden
Moss Side
Quail Oak
Quail Run
Quail
Orion
East Baton Rouge Parish
Perkins
Pikes
Dijon
Didesse
Hennessy
Legend
Proposed
Existing Citi Place - Essen Area PS119 and FM
#I
³
New Pump
Exist. Gravity
Stations
Exist. Forcemain
SGC-C-PS119
New Gravity Main
# Exist. Pump Station
New Force Main
!R Manholes\Nodes
Project Vicinity Map
") New Storage Facility Figure 3-21
0 500
1,000
Feet
PS58
#
Essen
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP-UPDATE-SCOTT_BACKUP_060109.MXD SGELPI 6/17/2009 10:41:23

SECTION 3. SOUTH BASIN PROJECTS
3.2.14 SGL-C-0001 (Essen/Staring Area PS 57 Improvements)
Project Description
This project has been deleted from the PDP.
3.2.15 SGL-C-0002 (Multiple PSs – Highland Road – Kenilworth Parkway)
Project Description
Purpose of the Project / Project Background
The SGL-C-0002 (Multiple Pump Stations – Highland Road – Kenilworth Parkway) project
includes the replacement of PS 120, PS 329, PS 40, PS 56, PS 68, PS 102, PS 27, PS 74, and PS
302, and the construction of a new PS 53A (overflow for the existing PS 53) and a new LSU PS.
The new pump stations will work in conjunction with forcemain upgrades in other south
lower basin projects to alleviate SSOs at and near the pump stations and in their respective
upstream basins. The BTRSSO hydraulic model also predicts that these pump stations will
exceed their existing capacities at the predicted future peak wet weather flows. PS 102 was
originally slated as a master plan pump station but was added to this PDP project. PS 27, PS
74, and PS 302 have been added to this project since the October 2008 PDP.
Location
The locations of the pump stations are shown in Table 3-12 and in Figure 3-22.
Scope
The scope of the project is shown in Table 3-12. All pump stations except PS 53A are
replacements of existing pump stations. PS 53A is a new overflow pump station for PS 53,
which will alleviate upstream overflows and not require PS 53 to be upsized. PS 53A will have
a dedicated forcemain, described in the SGL-C-0003 (Highland Road Pipeline Improvements)
project, through which it will pump to the manifold with the new forcemain from PS 58A,
described in the SGC-C-PS58FM-B (Staring Lane FM-Phase II – Highland Road to Perkins
Road) project.
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 120
PS 329
PS 40
PS 53A
PS 56
PS 68
PS 102
Helvetia Drive, near the intersection of
Bancroft Way
Kenilworth Parkway, near the intersection
of Burbank Drive
Southlawn Drive, near the intersection of
Arcadia Drive
Boone Avenue, near the intersection of
Chippenham Drive
Chandler Drive, near the intersection of
Highland Park Drive
Burbank Drive, near the intersection of
Jennifer Jean Drive
GSRI Avenue, near the intersection of
Jasper Avenue
200 511 92
450 1,224 196
400 802 117
6,041 9,716 N/A
600 4,740 573
350 1,136 385
430 897 356
GNV31031158547.DOCX/103440004 3-50 JANUARY 2011
REV. 5

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
REV. 5

Dalrymple
Campus
Line
Boyd
#
#
Doris
Campus Lake
Stadium
Parker
Jennifer Jean
PS439
Brightside
Dean Lee
Amherst
#
Ben Hur
#
Cornell
L S U
#
Lakeshore
PS401
Yale
#
#I
PS68
#
PS68
Henry Adams
Etta
PS305
BPS505
Delgado
BPS505A
Tulane
Clara
Plant Pth-Crp Phys
East Baton Rouge Parish
#
PS1013 PS1014
PS6
Loyola
Highland
#
Carriage
Ben Hur
#
Nicholson
Bella
Stanford
Cloverdale
Forge
PS120
PS120
# #
#I
Bourbon
Bancroft
Lee
PS387
Cloverdale
Floyd
Burgin
River
Hood
Whitehaven
Aberdeen
Boston
Carl
Stuart
Menlo
College Hill
Leeward
Guava
#
PS70
Sunset
Pickett
Bennett
Dubois
PS1009
Leeward
#
Burbank
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP-2009UPDATE-SCOTT_102009.MXD SGELPI 10/20/2009 12:37:09
Rubin
Ryan
Palm
Hyacinth
Nelson
#
#
PS158
PS34
PS82
PS329
#I
#
Lila
Bluebell
Orchid
Arrowhead
Mimosa
Boone
Sweetbriar
Knollwood
Woodruff
Woodstone
Gulf South
Tupello
Glasgow
Brame
Bluebell
PS329
#
Millstone
Millgate
Woodgate
Dentation
PS Glasgow
#
#
#
#
PS56
PS245
#
#I
PS56
PS214
# #
#
# PS267
PS37
#
Whitlow
#I
#
PS53A PS53
Keel
Pointer
Woodchase
Fieldgate
Rothmer
Seyburn
Kenilworth
Helm
Starwood
#
Pollard
Wylie
Menlo
PS446
Port
Skysail
#
Concord
Columbine
Seyburn
PS376
PS294
PS61
Leake
Hibiscus
Dahlia
Highland Park
Palmetto
Copperfield
Mast
Mariner
Moss Point
Ned
Starboard
Columbine
Chandler
Amesbury
PS91
PS375
Chippenham
Rush
Potomac
Forsythia
Daventry
Bromley
Boone
Hammatt
Hadley
G S R I
Gardere
Quail
Stoneliegh
Albert Hart
#
Meadow Bend
General Lee
Pascagoula
Krista
Stratford
Brent
Stokes
Quail Run
Shrensbury
Menlo
Stoney Creek
PRIVATEPS
Louray
Maxine
Rodney
Magnolia Wood
PS321
#
#
#I
PS102
# #
Seabord
Old Hermitage
#
Peggy
Overton
Moss Side
Orion
Baird
PS261
PS279
Bayou Fountain
Gen Ewell
Aries
Coy
Jasper
PS237
Kimbro
Fountain
Burden
Irene
Kenilworth
PS178
Applewood
Fox Run
Highland Creek
Harts Mill
St Croix
Staring
#
Elvin
Castle Kirk
Pikes
Walden
Thoreau
Chandler
PS142
Pecan Tree
#
#
#
PS40
#I
PS40
# #
#
Highpoint
Kingcrest
Parkway
Kevel
PS74
Dijon
Ryder
Worthington Lake
Renee
Perkins Place
Camelia Trace
Lake Calais
Westhaven
Springlake
Springbrook
Springdale
Perkins
#
#
PS27
PS324
Alberta
Charleston
Rickshire
Didesse
Picardy
PS57
Brittany
Chanadia
PS412
PS257
Hilltree
I-10
Hennessy
Bles
Kings Hill
Theron
Avis
Arcadia
Southlawn
Hillglen
Lake Donna
Raintree
Sabine
Myrtle Hill
Knox Hill
Flora
PS131
#
Essen
PS58
#
PS302
#
PS58A
#
PS304
PS386
# PS374 #
#
#
Legend
Proposed
Existing Multiple PS - Highland Rd. - Kenilworth Dr.
#I
³
New Pump
Exist. Gravity
Stations
SGL-C-0002
Exist. Forcemain
New Gravity Main
# Exist. Pump Station
New Force Main
!R Manholes\Nodes
Project Vicinity Map
") New Storage Facility Figure 3-22
0 2,375 4,750
Feet
Anselmo
Balboa
Sabine
End
Granada
Thayer
PS193
Hyacinth
PS114
Roundhill
Bluebonnet
Vienna
Windingway
#
#

SECTION 3. SOUTH BASIN PROJECTS
3.2.16 SGL-C-0003 (Highland Road Pipeline Improvements)
Project Description
Purpose of the Project/Project Background
The SGL-C-0003 (Highland Road Pipeline Improvements) project was originally called the
SGL-C-0003 (Essen Lane-Highland Road) project in the October 2008 PDP, and has been
combined with segments previously included in the SGL-C-0004 (Highland Road-Lee
Drive) project also from the October 2008 PDP. The combined project is designated the SGL-
C-0003 (Highland Road Pipeline Improvements) project and is described in this section.
The following is a summary of the project: upsizing of gravity sewers upstream of PS 57, PS
61, PS 302, PS 329, and PS 40; upsizing of the forcemain from PS 329; construction of a new
forcemain from PS 53A, described in the SGL-C-0002 (Multiple Pump Stations – Highland
Road – Kenilworth Parkway) project, to the manifold point with the new PS 58A forcemain,
described in SGC-C-PS58FM-B (Staring Lane FM-Phase II – Highland Rd to Perkins Rd)
projects; upsizing of gravity sewers upstream of PS 53, which will assist with alleviating
upstream SSOs; and upsizing of the forcemain from PS 56 to alleviate overflows. PS 56 is
described in the SGL-C-0002 (Multiple Pump Stations – Highland Road – Kenilworth
Parkway) project.
Location
The SGL-C-0003 project is roughly bound by I-10 in the north, Nicholson Drive in the south,
Winterhue Drive in the east, and Wylie Drive in the west. It also includes upgrades of
gravity sewers near Highland Road between Bromley Road in the east and Delgado Drive in
the west. Project specifics are presented in Table 3-17 and are shown in Figure 3-23.
Gravity segment 057-00117 to 057-00080 starts south of the Thoreau Drive and Baird Drive
intersection, and goes north along Baird Drive and back over the water channel. This
segment bends east along the water channel, then travels north, parallel to Walden Road.
Gravity segment 057-00080 to 057-00003 starts southeast of the intersection of Walden Road
and Applewood Road and travels in an easterly direction over a drainage canal toward
Lake Calais Court. The gravity segment then runs parallel to Clear Lake Avenue south of
the houses on that street and next travels in an easterly direction to the west side of Staring
Lane. Segment 057-00003 to 057-00001 runs northerly along Staring Lane to PS 57.
Gravity segment 057-00330 to 057-05069 starts east of Madeira Drive between Perkins Road
and Vienna Avenue. The gravity segment travels southeast to the back of nearby houses
that are along Madeira Drive. The segment then turns southwest and ends just north of
Perkins Road. Segment 057-05069 to 057-00367 starts north of Perkins Road and travels
southwest to the southern side of Perkins Road. Gravity segment 057-00367 to 057-00368 runs
northwest from Perkins Road on the north side of a drainage canal. Gravity segments 057-
00368 to 057-00495, 057-00495 to 057-00371D, 057-00371D to 057-00371E, and 057-00371E to
057-00003 follow the northern side of the drainage canal west and north to Staring Lane.
Gravity segment 040-00012 to PS 40 is located west of Elysian Drive and goes in a
southwesterly direction past Southlawn Drive until reaching 040-00002. The segment then
travels southeast to PS 40, located southwest of Southlawn Drive and Arcadia Drive
intersection.
GNV31031158547.DOCX/103440004 3-53 JANUARY 2011
REV. 5

SECTION 3. SOUTH BASIN PROJECTS
Gravity segments 329-00016 to 329-00008 and 329-00008 to PS 329 are located in a wooded
area off GSRI Avenue. 329-00016 to 329-00008 runs northerly from Tracy Lee Drive. Segment
329-00008 to PS 329 runs northerly to PS 329.
Gravity segment PS102DS to 061-00364 is located along GSRI Road, starting at Seaboard
Drive and running northwesterly past Gardere Lane.
Gravity segment 302-05073 to 302-05052 runs down Lakeview Drive and heads in a
southeasterly direction to the corner of Lakeview Drive and Oak Hills Parkway. Segment
302-05052 to 302-05031 starts at Lakeview Drive and Oak Hills Parkway and heads in a
southerly direction down Oak Hills Parkway, cutting southwesterly to Pastureview Drive.
The segment continues southeasterly past Pastureview Drive to Willow End Drive, which it
follows easterly to Mossy Oak Avenue. It then turns southerly and ends at Highland Road.
Segment 302-05031 to 302-05010 goes westerly along Highland Road to manhole 302-05010,
which is halfway between Huntington Drive and Grand Lakes Drive. Segment 302-05010 to
302-05007A runs along Highland Road to the intersection of highland Road and Rue de
Laplace. Segment 302-05007A to 302-05004 starts at Rue de Laplace and heads up Highland
Road westerly to Shady Lake Place. Segment 302-05004 to 302-05002 runs along Highland
Road between Shady Lake Place and Bluebonnet Boulevard.
Gravity segment 061-00102 to 061-00407 is located on Boone Avenue between the first
manhole southeast of Daventry Drive and Staring Lane.
Gravity segment 061-00351 to 061-00302 starts south of the cul-de-sac of Southlawn Drive
and heads westward to Staring Lane.
Gravity segment PS56DS to 053-00003 is located between Wylie Drive and Highland Park
Drive. The northern boundary of this line is Chandler Avenue and the southern boundary is
Boone Avenue.
Gravity segments 053-00177 to 053-00168 and 053-00168 to 053-00144 start near the
intersection of Leycster Drive and Kenilworth Parkway and run southwest behind houses
between Kenilworth Parkway and Chippenham Drive to Boone Avenue.
Gravity segment 053-00410 to 053-00407 starts on Highland Road between Lee Drive and
Duplantier Boulevard and runs in a southeasterly direction down Highland Road to
manhole 053-00407, which is just past Lee Drive. Segment 053-00407 to 053-00316 starts on
Highland Road just past Lee Drive and runs in a southeasterly direction to Burgin Avenue.
At Burgin Avenue, this segment goes in a northeasterly direction. At Boston Street, it turns
southeasterly again. At McDonald Avenue, the line turns to go northeasterly, then turns
again southeasterly onto Menlo Drive. The segment goes down Menlo Drive to manhole
053-00316, which is halfway between Leeward Drive and Sunset Boulevard.
Gravity segments 053-00316 to 053-00016 and gravity segment 053-00016 to 053-00014 starts
on Menlo Drive halfway between Leeward Drive and Sunset Blvd and travels southeasterly
along Menlo Drive past the intersection of Nelson Drive with Menlo Drive. The segment
continues past the end of Menlo Drive behind a line of houses, and then the segment turns
northerly to manhole 053-00014, which is northwest of Woodstone Drive.
GNV31031158547.DOCX/103440004 3-54 JANUARY 2011
REV. 5

SECTION 3. SOUTH BASIN PROJECTS
Gravity segment 053-00010A to 053-00003 starts northwest of the Woodgate Blvd and North
Woodgate Court intersection and travels southeasterly direction along a drainage canal
between Woodgate Court and Millgate Place to manhole 053-00003, which is located on
Boone Avenue halfway between Wylie Drive and Highland Park Drive.
Gravity segment 053-00429 to 053-00410 runs parallel to Bancroft Way, set off southeasterly
half a block. The segment starts northeast of Timbercove Street and ends at Highland Road.
Gravity segment 068-00050 to PS 68 begins near the cul-de-sac on the northern end of
Jennifer Jean Drive and follows a servitude east in between Highland Road and Burbank
Drive to PS 68, which is located just south of the intersection of Highland Road and Delgado
Drive
The forcemain from PS 56 begins at PS 56, which is roughly located at the intersection of
Highland Park Drive with Chandler Drive, and continues along Highland Park Drive for
approximately 540 feet.
The PS 329 forcemain will be replaced under this project. This forcemain starts at PS 329,
which is located in a wooded area in a northerly direction from GSRI Avenue, then runs
south to GSRI Avenue, and turns easterly on GSRI Avenue to Gulf South Parkway.
The PS 53A forcemain is a new forcemain from PS 53 to the manifold with the new PS 58A
forcemain, as described above. This forcemain begins at PS 53A, which will be located near
the intersection of Boone Avenue and Chippenham Drive, and runs southeasterly along
Boone Avenue to Staring Lane.
Scope
This project includes construction of the following: approximately 6,800 feet of 15-inch, 18-
inch, 21-inch, 27-inch, 30-inch, 36-inch, and 42-inch gravity sewer upstream of PS 57;
approximately 1,200 feet of 15-inch gravity sewer upstream of PS 40; approximately 2,000
feet of 15-inch and 18-inch gravity sewer upstream of PS 329; approximately 7,800 feet of 12-
inch, 15-inch, 18-inch, 24-inch, and 27-inch gravity sewer upstream of PS 302; approximately
2,400 feet of 15-inch and 18-inch gravity sewer upstream of PS 61; approximately 18,300 feet
of 18-inch, 21-inch, 24-inch, 27-inch, 30-inch, and 36-inch gravity sewer upstream of PS 53;
approximately 1,200 feet of 18-inch gravity sewer upstream of PS 68; approximately 4,300
feet of 10-inch forcemain from PS 329 to replace the existing forcemain; approximately 6,200
feet of new 24-inch forcemain from PS 53A; and approximately 540 feet of 18-inch forcemain
from PS 56 to replace the existing forcemain.
Table 3-13 shows the detailed scope of this project.
GNV31031158547.DOCX/103440004 3-55 JANUARY 2011
REV. 5

SECTION 3. SOUTH BASIN PROJECTS
TABLE 3-13
SGL-C-0003 (Highland Road Pipeline Improvements) – Pipeline Information
US Node
DS Node
Length
(ft)
Existing
Diameter
(in)
Proposed
Diameter
(in)
Comments
057-00117 057-00080 710 10 and 12 18 This segment goes underneath a
water channel.
057-00080 057-00003 2,200 12 21
057-00003 057-00001 180 24 42 Segment includes crossing of a
drainage canal.
057-00330 057-05069 460 8 15
057-05069 057-00367 170 10 15
057-00367 057-00368 190 10 18
057-00368 057-00495 700 10 21
057-00495 057-00371D 1,345 12 27
057-00371D 057-00371E 230 12 30
057-00371E 057-00003 665 12 36
040-00012 PS 40 1,200 8 15 PS 40 will be upgraded under SGL-C-
0002 (Multiple PS – Highland Road –
Kenilworth Parkway)
329-00016 329-00008 1,700 10 15
329-00008 PS 329 300 10 18 PS 329 will be upgraded under SGL-
C-0002 (Multiple PS – Highland Road
– Kenilworth Parkway) – forcemain
replacement described below.
302-05073 302-05052 660 8 12
302-05052 302-05031 1,700 8 15
302-05031 302-05010 1,800 15 to 18 18
302-05010 302-05007A 950 18 24
302-05007A 302-05004 1,200 18 24
302-05004 302-05002 1,500 18 27
PS102DS 061-00364 930 8 15
061-00351 061-00302 1,500 12 18
PS56DS 053-00003 2,900 18 24 This segment includes a canal
crossing.
053-00177 053-00168 325 10 18
053-00168 053-00144 1,600 10 21
053-00410 053-00407 715 12 18
053-00407 053-00316 3,500 12 or 18 24
053-00316 053-00016 1,800 18 27
053-00016 053-00014 470 18 30
GNV31031158547.DOCX/103440004 3-56 JANUARY 2011
REV. 5

SECTION 3. SOUTH BASIN PROJECTS
TABLE 3-13
SGL-C-0003 (Highland Road Pipeline Improvements) – Pipeline Information
US Node
DS Node
Length
(ft)
Existing
Diameter
(in)
Proposed
Diameter
(in)
Comments
053-00010A 053-00003 2,400 24 36 This segment includes a canal
crossing.
053-00429 053-00410 1,800 12 18
068-00050 PS68 1,200 10 18
PS 329 PS329DS 4,300 8 10 Forcemain – PS 329 replacement is
described in SGL-C-0002 (Multiple PS
– Highland Road – Kenilworth
Parkway)
PS 53A
Manifold point
with Staring
Lane FM (PS
58A FM)
6,220 New 24 New forcemain from new PS 53A,
which is described in SGL-C-0002
(Multiple PS – Highland Road –
Kenilworth Parkway)
PS56FM PS56DS 540 12 18 Forcemain from PS 56 (see Project
SGL-C-0002 (Multiple PS – Highland
Road – Kenilworth Parkway) for PS
description)
Note: The existing pipe sizes and lengths and new pipe lengths were obtained from the BTRSSO hydraulic model.
Total Construction Bid Amount is $17,800,000.
Scheduled Design Appropriation Year is 2010.
Scheduled Construction Appropriation Year is 2012.
Design and Construction has not Started.
GNV31031158547.DOCX/103440004 3-57 JANUARY 2011
REV. 5

#
#
Stadium
!R
PS439
Ben Hur
#
#
#!R
#
Lakeshore
!R
PS68
PS68
#
#
PS2
PS6
#
#
#
!R
!R
!R
!R
!R !R
PS120
# PS70
053-00429
PS305053-00407 053-00343
Lee
Lakeshore
Stanford
068-00050
053-00421
Ben Hur
Bella
Forge
Burgin
Hood
Carl
#
!R
River
Dubois
053-00410
053-00321
053-00016
#
# #
#
Stuart
Chandler
!R
!R
Nelson
#
Burbank
PS2005
!R
#
Balis
#
#
#
#!R
!R
Nicholson
Bluebell
053-00316
!R
!R
PS329
College
053-00014
Menlo
PS329
329-00008
329-00016
#
#
#
#
PS245
PS56 PS56FM
# # # #
PS56DS #!R
#
!R
053-00010A
PS329DS
Helm
!R
#
PS61
#!R
Port
PS446
#
#
Gardere
Seyburn
053-00003
Highland
Mast
!R !R
G S R I
Ned
Dahlia
PS53WWDS
PS267
#
#
PS261 #
#
!R
Quail
Maxine
Louray
Rodney
Albert Hart
!R # #
#
#
#
Peggy
Orion
Baird
Elvin
Kimbro
PS97
Kenilworth
#
Burden
Irene
PS178
Staring
!R
!R
Castle Kirk
Magnolia Wood
Pikes
Walden
057-00117
053-00177
053-00168
Hadley
PS58_n5
061-00364
PS102DS
Glerma
PS374
!R
!R
Worth
PS142
PS27
#
#
Dijon
#!R
!R
Highpoint
PS40
!R
#!R
#
#
#
#
#
#
Didesse
057-00080
Springlake
!R !R
!R
#
PS335
PS58
PS58A
#
#
#
!R !R
!R
!R
PS301
#
#
#
#
#
302-00003
PS302 !R 302-05002
PS417
I-10
Hennessy
Bluebonnet
Hilltree
Flanders
057-00003
Essen
Picardy
057-00371E
Hyacinth
040-00012
061-00351
Anselmo
057-00495
Perkins
Myrtlelake
#
#
#
#
!R
!R
302-05073
!R
!R !R
302-05007A
!R
PS409 !R
302-05004
057-00330
057-00368
PS437
PS317
PS1010
I-12
Drusilla
Summa
Paulet
Houston
PS300
Obrien
Villa
Fleet
Sharlane
302-05010
Hill
Gail
PS299
PS223
#
#
#
Oakdale
302-05052
302-05031
#
East Baton Rouge Parish
Legend
Proposed
Highland Rd. Pipeline Improvements
Existing
#I
³
New Pump
Exist. Gravity
Stations
SGL-C-0003
Exist. Forcemain
New Gravity Main
# Exist. Pump Station
New Force Main
Project Vicinity Map
!R Manholes\Nodes
") New Storage Facility Figure 3-23
0 3,625
7,250
Feet
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDATES2010\CAPACITY\SOUTH\SGL-C-0003_mpj120510

SECTION 3. SOUTH BASIN PROJECTS
3.2.17 SGL-C-0004 (Highland Road – Lee Drive)
This project has been combined with the SGL-C-0003 (Essen Lane-Highland Road) from the
October 2008 PDP. The combined project has been designated the SGL-C-0003 (Highland
Pipeline Improvements) project and is found in Section 3.2.16.
3.2.18 SGL-C-0005 (Bayou Duplantier Area Sewer Upgrades)
Project Description
Purpose of the Project / Project Background
The SGL-C-0005 (Bayou Duplantier Area Sewer Upgrades) project was originally
designated SGL-C-0005 (Perkins Road – Dahlia Street) project in the October 2008 PDP. This
project includes the upsizing of gravity sewer and forcemain upstream of PS 56 and PS 91 to
alleviate upstream SSOs.
Location
The SGL-C-0005 project includes gravity sewer and forcemain replacements in the area of
Perkins Road and Bayou Duplantier, and is shown in Figure 3-24.
Gravity segment 056-00133H to 056-00153 is located in a wooded area, starting south of
Belvedere Drive and progressing in an easterly direction through the woods south of
Elmcrest Drive and Pollard Parkway.
Gravity segment 056-00208 to 056-00133H starts at Lee Drive south of Bennett Drive. The
segment travels in a northeasterly direction, then goes easterly on Bluebell Drive. This
segment continues easterly beyond the end of Bluebell Drive through a wooded area to
manhole 056-00133H, which is south of Belvedere Drive.
Gravity segment 056-00148 to PS 56 starts in the wooded area north of Chandler Drive and
heads in a southeasterly direction to PS 56, which is located off Chandler Drive west of its
intersection with Highland Park Drive. Gravity segment 056-00153 to 056-00148 starts south
of the Christian Life Academy off Quail Drive and continues in a southwesterly direction to
manhole 056-00148 in a wooded area.
Gravity segment PS70DS to 056-00208 is located along Lee Drive north of the drainage canal
north of PS 70.
Gravity segment 091-00004 to 091-00001 is located along Concord Avenue between
Yorktown Drive and Brandywine Drive. Segment 091-00074 to 091-00006 begins on Valley
Creek Drive and continues southeasterly through a wooded area to the intersection of
Concord Avenue and Congress Boulevard.
Forcemain segment PS70 to 056-00208 starts south of Bayou Duplantier on Lee Drive. The
segment travels in a northwesterly direction crossing Bayou Duplantier to 056-00208.
Scope
This project includes the construction of approximately 10,500 feet of 18-inch, 21-inch,
24-inch, 30-inch, and 36-inch gravity sewer upstream of PS 56 and approximately 2,000 feet
of 15-inch and 18-inch gravity sewer upstream of PS 91. Table 3-14 shows the detailed scope
of this project.
GNV31031158547.DOCX/103440004 3-59 JANUARY 2011
REV. 5

SECTION 3. SOUTH BASIN PROJECTS
TABLE 3-14
SGL-C-0005 (Bayou Duplantier Area Sewer Upgrades) – Pipeline Information
US Node DS Node Length (ft)
Existing
Diameter
(in)
Proposed
Diameter
(in)
Comments
056-00133H 056-00153 3,800 15 24
056-00208 056-00133H 4,200 12 to 15 21 Includes a crossing of a
drainage canal
056-00148 PS56 970 18 36 PS 56 will be upgraded in the
SGL-C-0002 (Multiple PS –
Highland –Kenilworth) project
056-00153 056-00148 700 15 or 18 30
PS70DS 056-00208 790 12 18
091-00004 091-00001 700 12 18
091-00074 091-00006 1,300 10 15
PS70 PS70DS 645 8 8 Forcemain segment was
lengthened
Note: The existing pipe sizes and lengths were obtained from the BTRSSO hydraulic model.
Total Estimated Construction is $4,400,000.
Scheduled Design Appropriation Year was 2009.
Scheduled Construction Appropriation Year is 2011.
Design is on-going.
GNV31031158547.DOCX/103440004 3-60 JANUARY 2011
REV. 5

Mimosa
Orchid
Poplar
Tupello
Perkins
!R
091-00074
Revere
Congress
Yorktown
091-00006
Brandywine
Lexington
Saratoga
Bennington
Hood
Carl
Anglo
Palm
Rubin
Arrowhead
#
PS Glasgow
!R !R
091-00004
!R
#
PS91
091-00001
Ross
Hyacinth
Mimosa
Boone
Stephens
Floyd
Aberdeen
Stuart
PS70DS
056-00208
#
!R
Whitehaven
PS70
!R
Cypress
Pickett
Lee
Bennett
PS34
#
Knollwood
Brame
Bluebell
Sweetbriar
Whitehaven
Belvedere
Meadow Lea
Woodchase
Pointer
#
Pollard
Columbine
PS375
#
Hibiscus
Clematis
Columbine
Tamarix
Hyacinth
!R
056-00133H
Elmcrest
Dahlia
Quail
Burgin
#
PS1009
College Hill
Menlo
Leeward
Dubois
Guava
Leeward
Boone
Sunset
Chandler
PS82
#
Woodruff
#
PS245
056-00148
Seyburn
!R
Chandler
Wylie
!R
!R #
056-00153
PS56
#
PS267
East Baton Rouge Parish
Legend
Proposed
Bayou Duplantier Area Sewer Upgrades
Existing
#I
³
New Pump
Exist. Gravity
Stations
SGL-C-0005
Exist. Forcemain
New Gravity Main
# Exist. Pump Station
New Force Main
!R Manholes\Nodes
Project Vicinity Map
") New Storage Facility Figure 3-24
0 750
1,500
Feet
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP-UPDATE-SCOTT_BACKUP_060109.MXD SGELPI 6/17/2009 10:41:23

SECTION 3. SOUTH BASIN PROJECTS
This page intentionally left blank.
GNV31031158547.DOCX/103440004 3-62 JANUARY 2011
REV. 5

SECTION 3. SOUTH BASIN PROJECTS
3.3 South Forced System Comprehensive Rehabilitation
Projects
3.3.1 SFL-R-0001, SFL-R-0002, SFL-R-0003, AND SFU-R-0001
Project Description
The sanitary sewer system comprehensive rehabilitation projects consist of improvements to
various components of the sewer collection system to reduce the amount of rainwater and
groundwater that leak into the system.
Purpose
The purpose of the comprehensive sewer rehabilitation is to correct defects in the system
such as offset pipe joints, collapsed pipe sections, leaking manholes, and direct inflow
sources. The water that enters the system through the defects can contribute to sanitary
sewer overflows. Comprehensive rehabilitation of the collection system will contribute to
alleviating sanitary sewer overflows by reducing I/I.
Location
There are four (4) projects located primarily within the South Forced Basin. The locations of
the projects are shown on the attached maps, Figures 3-25 to 3-28.
Scope of Project
The first phase of comprehensive rehabilitation projects will be the physical inspection of
the pipes and manholes including closed circuit television inspection of all pipes. Smoke
testing may also be included in the physical inspection phase.
The data collected by the physical inspection contractor will be analyzed and based on that
analysis, a listing of recommended repairs with associated construction costs will be
generated.
An engineering firm will then complete detailed design and preparation of construction
documents for project bidding.
The construction of rehabilitation projects will include the following components:
Replacement of pipes
Point repair of pipes
Rehabilitation of pipes by cured in place liners
Rehabilitation or replacement of sewer manholes
Repair of sewer laterals to the property line
Cost
The estimated construction cost for each project is presented in Table 3-15. These costs are
based on preliminary estimates of the amounts of each component of the system that will
require repair or replacement. During the physical inspection phase, the actual condition of
the components will be assessed and appropriate methods recommended. At that time, the
cost estimate for each project will be revised. For those projects under construction, the bid
amounts were included as construction costs in Table 3-15.
GNV31031158547.DOCX/103440004 3-63 JANUARY 2011
REV. 5

SECTION 3. SOUTH BASIN PROJECTS
TABLE 3-15
Estimated Construction Costs for South Forced System Comprehensive Rehabilitation Projects
Project Description
Construction
Cost
Scheduled Design
Appropriation Year
Scheduled
Construction
Appropriation Year
Status
SFU-R-0001-Antioch
Road-Chadsford Drive
SFL-R-0001-Jefferson
Highway-Hoo Shoo
Too Road
SFL-R-0002-Jones
Creek Road-Tiger
Road
SFL-R-0003-Siegen
Lane-Interstate 10
$7,700,000 2010* 2011 Not Started
$1,770,000 2008* 2008* Functionally
Complete
$5,200,000 2011 2011 Not Started
$6,100,000 2011 2012 Not Started
*Appropriations already made for these projects (design and/or construction, as marked).
GNV31031158547.DOCX/103440004 3-64 JANUARY 2011
REV. 5

Sassafras
Antioch
Shady Grove
Vignes
Alder
La Louisiane
Crepemyrtle
Round Oak
Smoke Rock
Airline
Castle Ridge
Highland
Kindletree
Waterleaf
Wenwood
Shady Arbor
Glen Forest
Glen Knoll
Preston
Barrett
Elliot
Green Willow
Poujeaux
Vouvray
Margeaux
Beaujolaes
Vignes
Thad Cain
Airline
Umbehagen
Brookfield
Nine Oaks
Morsewood
Sugar Mill
Beckfield
Chasefield
Dawnwood
Jefferson Ridge
Glen Park
Glen Club
Hoo Shoo Too
Lake Camellia
Lake Tulip
Old World
Vignes Lake
Bryans Crossing
Benjamins
Kaitlyn
Breman
Paladin
Diversion
La Grange
Bainbridge
Bevan
Brunswick
Jefferson
Moultrie
Blanton
Lake Myrtle
Lake Orchid
Garden Oaks
Lake Azalea
Cherry Oak
Lake Terrace
Lakefield
Lake Indigo
Lake Iris
Bellerive
Talton
Macon
Arcadian Shores
Airline
Manchac Landing
Spyglass Hill
Cape Hart
Santa Maria
Ferncrost
East Baton Rouge Parish
Legend
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDATES-2010\REHAB\SOUTH\SOUTH MAPS\SFL-R-0001.MXD SGELPI 11/9/2010 10:48:33
Area Designated for
Physical Inspection
0 910 1,820 Feet
q
Jefferson Hwy - Hoo Shoo Too Rd.
SFL-R-0001
Project Vicinity Map
Figure 3-25

Bea
Arnold
American
Plaza Tower
Parkhurst
O'Neal
Antioch
Daradele
Floynell
Bunting
Mint
Cedarlane
Cal
Hillyard
Groner
Mullen
Potwin
Neil
I-12
Ridgely
Kinglet
Peck
Potwin
Seracedar
Oliphant
Cedarcrest
Aubin
Oakline
Siegen
Mead
Stanley Aubin
Landsbury
Andrea
Meadowpark
Metairie
Woodleigh
Southland
Michel Delving
Gentilly
Orleans
Magellan
E Heck
Alco
Woodland Oak
Brookhollow
Southpark
Toulon
Cloverland
Industriplex
Honore
Reiger
Mall
Baylor
I-10
Coursey
Sherwood Forest
Cedar Park
St Alban's
Jean Lafitte
Highland Oaks
Paddock
Baronne
Telesmar
Corsair
Westfork
Pennywood
Campden
Pecue
Langley
Complex
Claiborne
Eastgate
Justice
Newcastle
Exchequer
Lancelot
Parkforest
Perkins
Galahad
Parkmeadow
Pecue
Highland
Harris
Parkhaven
Tartan
Stumberg
Woodland Ridge
Doral
Rose
Briarwood
Old Perkins
Five Oaks
Country Hill
Tollway
Saint Clare
Airline
Hickory Ridge
Tennyson
Kimbleton
Castille
Buckley
Buzbee
Highlandia
Harrells Ferry
Sessions
Director
Boulevard Louisiane
Snowden
Jones Creek
Board
Barringer
Barringer Foreman
Terrell
George Oneal
Profit
Chairman
Lirocchi
Ferrell
Shenandoah
Debit
Parkview Church
Fulwar Skipwith
Highland Bluff
Reiger
George Cain
Pecan Meadow
Philip Hickey
Highland Crossing
Lake Sherwood
Parkciel
Pecue
Deerpath
Hollyhill
Mourning Dove
Quinn
Crossing
Eaglewood
Millwood
Braxton
Bayridge
Pinehurst
Lilian
Cypress Ridge
Dale
Canterdale
Chaucer
Herridge
Barringer
Perkins
Heidis
Sotile
Petroleum
Allegheny
Amen Corner
Seven Pines
Cocodrie
Antler
Jefferson
Yorkfield
Roster
Spyglass Hill
Santa Maria
Chadsford
Haynes Bluff
Malvern Hill
Confederate
La Louisiane
Alder
Castle Ridge
Point O' Woods
Berryhill
Thad Cain
Morel
Doyle
Silver Sand
Appomattox
Round Oak
Umbehagen
Gray Moss
Miller
Pine Hill
Stonewall
Pine Moss
Kaitlyn
Talton
Rapidan
Monitor
Culps Bluff
General Forrest
Wildflower
Amaryliss
Belle Helene
Hendrick
Airline
Elliot
Lake Azalea
Moultrie
Achord
Barrett
Palmer
Shadow Creek
Bull Run
Grand Couteau
Harness
Hagerstown
Woodlake
Wildlife Way
Green Willow
Lake Harbour
Bay Ridge
Vouvray
Babin
Tiger Bend
Vignes
Hoo Shoo Too
Lake Iris
Westwind
Lost Oak
South Shore
East Baton Rouge Parish
Legend
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDATES\REHAB\SOUTH\SFL-R-0002.MXD SGELPI 10/21/2009 12:46:55
Area Designated for
Physical Inspection
0 2,500 5,000 Feet
q
Jones Creek Rd. - Tiger Bend Rd.
SFL-R-0002
Project Vicinity Map
Figure 3-26

Inniswold
Idlewood
Parkbriar
Cypress Point
Summa
Fleet
Norfolk
Sharlane
Field
Houston
Hill
Cal
Gail
Upton
Floynell
Hillyard
Ridgely
Oliphant
Tanwood
Hackberry
Danbury
Oakline
Airline Hwy Service Road
McCann
Parkforest
Anselmo
Bluebonnet
Paulet
Rue Crozat
Oakdale
Oak Hills
Pastureview
Barkley
Highland
I-10
Azrok
Mint
Neil
Kinglet
Peck
Mall
Siegen
Industriplex
Honore
Cloverland
Jefferson
Parkmeadow
Shady Lake
Myrtle Grove
Corby
Patrick
Obrien
Picardy
Field
Bluebonnet
Oliphant
Blue Cross
Cottage Hill
Dwyerwood
Barry
Landsbury
Copperleaf
Pinebrook
Oak Bend
Oakley Trace
Telesmar
Cozumel
Sherwood Forest
Galeria
Parkview Church
Superior
Parkknoll
High Plains
Thistlewood
Gatewood
Rue de Laplace
Rue de Tonti
Rue Desiree
Court
Rod Laver
Great Oak
Ridgeland
Lake Estates
Wimbledon
Verdun
Lakeview
Grand Lakes
Don Budge
John Newcombe
Chester
Oakcliff
Wyatt
Lazy K
Reitz
Oakbrook
Briarrose
Groner
Mullen
Thrush
Denver
Stafford
Briarridge
Bullrush
Bunting
Potwin
Amiss
Twisted Oak
King James
Mc Quaid
Natchez
Lombard
Meadowpark
Woodleigh
Metairie
Kathleen
Southland
Orleans
Brookhollow
Poydras
Cedar Park
Reiger
St Alban's
Fieldstone
Pecue
Lew Hoad
Oakwilde
Towering Oaks
Rossmore
Willows End
Mirkwood
Oak Creek
Winterhue
Carnforth
Glen Cove
Kentmere
Tanglebriar
Briarhurst
Glen View
Troutbeck Ymca Plaza
Briar Hollow
Westwood
Autoplex
Capital
Diron
Grand Lakes
Greenbriar Hollow
Rue Baton
Roy Emerson
Oak Manor
White Cross
Dunn
Kimble
Glen Arbor
Tanager
Honey
Peck
Potwin
Fernbrook
Andrea
Meadowbrook
Honey
Kenner
Michel Delving
Woodview
Woodmont
Broad
Conti
Highland Oaks
Gravier
Baronne
Paddington
Shadow Oak
Fieldstone
Clarendon
Highland
Lichester
Campden
Hollyfield
Boylan
Benefit
Sun Belt
Dunlay
Exchequer
Airline
Revenue
Reiger
Old Perkins
Perkins
Lakeland Park
George Cain
Hickory Knoll
Pecue
Pecue
East Baton Rouge Parish
Legend
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDATES\REHAB\SOUTH\SFL-R-0003.MXD SGELPI 10/21/2009 12:34:40
Area Designated for
Physical Inspection
0 1,500 3,000 Feet
q
Siegen Ln. - Interstate 10
SFL-R-0003
Project Vicinity Map
Figure 3-27

Millerville
Mesbury
O'Neal
Antioch
Cully
Palmwood
Sprucewood
Firewood
Elderwood
Godfrey
Bristoe
Abshire
Patton
Ellis
Bonham
Hoyt
Woodbrook
Stonewood
Shadowbrook
Lirocchi
Addington
Bahin
Sessions
President Davis
Millbrook
Valentine
Terrell
Merritt Anne
James Victor
Windsong
King Bradford
Yorkfield
Harrells Ferry
Silver Sand
Plantation Key
White Shadows
Palmer
Ferry Lane
Lake Harbour
Buckley
Coursey
Springwood
Antler
George Oneal
Bankers
White Oak Trace
Monitor
Brookcrest
Gray Moss
Woodlake
Williamsburg
Hickory Ridge
Ridgemore
Tennyson
Shakespeare
Eastridge
Shenandoah
Chaucer
Herridge
Snowden
Heidis
Jones Creek
Ferrell
Seven Pines
Sleepy Hollow
Vicksburg
Bluewater
Wilderness
Chadsford
Hogenville
Malvern Hill
Confederate
Chantilly
Antietam
Kennesaw
Antioch
Port Hudson
Mobile
Pine Hill
Front Royal
Bay Ridge
Beaconwoods
Creek Round
Overlook Point
Spotsylvania
Rapidan
Chippendale
Fern Ridge
Canterdale
Courtshire
Celestial
Macbeth
Altus
Springwater
Memphis
Carnifix
Haynes Bluff
Chattanooga
Merrimac
Harpers Ferry
Fort Pulaski
Ticonderoga
Dahlgren
Rock Bridge
Stonewall
Appomattox
Tullahama
Fleetwood
Sweet Olive
Sharpsburg
Holly Springs
Round Forrest
Amaryliss
Lantana
Culps Bluff
Wildflower
Chancellorsville
General Forrest
Creek Hollow
Achord
Harness
Bull Run
Piney Point
Hagerstown
Weatherwood
Little Poplar
Wildlife Way
Summer Lake
Lost Oak
North Shore
Feather Nest
Double Tree
Deer Park
Indian Ridge
Babin
Kimbleton
Jefferson
Commission
Proxie
Board
Charter
East Baton Rouge Parish
Currency
Director
Barringer
Cocodrie
President
Quorum
Chairman
Vice President
Debit
Legend
Members
Treasurer
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDATES\REHAB\SOUTH\SFU-R-0001.MXD SGELPI 10/21/2009 12:44:46
Profit
Council
Woodlawn Acres
Somersby
Beekman
Doyle
Area Designated for
Physical Inspection
0 1,500 3,000 Feet
Morel
Batavia
Polo
qO'Neal
Belle Helene
Hendrick
Elliot
Tiger Bend
Phillips
Antioch Rd. - Chadsford Dr.
SFU-R-0001
Project Vicinity Map
Figure 3-28

SECTION 3. SOUTH BASIN PROJECTS
3.4 South Forced System Capacity Improvements Projects
3.4.1 SFL-C-0001 (Multiple PSs – Nicholson Drive – Brightside Drive)
Project Description
Purpose of the Project / Project Background
The project includes replacement of PS 236, PS 336, PS 311, PS 107, Booster Pump Station
(BPS) 505, and construction of new PS 503A and PS 236A. The new pump stations will work
in conjunction with forcemain upgrades in other South Forced Lower Basin projects to
alleviate chronic SSOs at and near these pump stations.
The upgrades will also allow the pump stations to handle future peak wet weather flows that
are predicted by the model to exceed the existing maximum capacities.
Location
The locations of the pump stations are shown in Table 3-16 and in Figure 3-29.
Scope
This project includes construction of the pump stations shown in Table 3-16. BPS 505 and PS
505A are related, in that PS 505A is an overflow pump station for BPS 505. BPS 505 is an existing
in-line booster pump station that will be converted to a wet well pump station, PS 505. Since
BPS 505 will be converted to a wet well, it is possible that rather than building two new pump
stations, PS 505 and PS 505A could share a divided wet well and pump in two directions, with
one piped to the existing forcemain (BPS 505) and one piped to the new forcemain that will
intersect with the PS 42 forcemain (PS 505A). The PS 42 forcemain is described in the Central
Consolidation PS 42 Forcemain Project, as described in Section 4 of this plan.
PS 236 and PS 236A will also share a divided wet well and pump in two direction, with one
piped to the existing forcemain from PS 236 (dry weather) and one piped to the new PS 236A
(wet weather).
TABLE 3-16
SFL-C-0001 (Multiple Pump Stations – Nicholson Drive – Brightside Drive) – Pump Station Information
Existing Max. Future Peak Wet Dry
Capacity Weather Flow Weather
(GPM)
(GPM) (GPM)
PS No.
PS 236
PS 336
PS 311
PS 107
BPS 505
PS 505A
PS 236A
Location
Brightside Road, near
Riverbend Road
Nicholson Road, near
Riverbend Road
Twelve Oaks Road, near
Riverbend Road
Brightside Road, near Earl
Gross
Intersection of Oleson Road
and Brightside Road
Intersection of Oleson Road
and Brightside Road
Brightside Road near
Riverbend Road
625 4,361 609
417 978 153
556 2,115 152
833 965 375
Comments
5,000 5,782 2,014 Will be converted from
in-line to wet well.
New 2,761 0 Overflow PS for BPS
505
New 699 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 flow was obtained from the BTRSSO hydraulic model.
Total Construction Bid Amount is $6,100,000.
Scheduled Design Appropriation Year was 2009.
Scheduled Construction Appropriation Year is 2011.
Design is on-going.
GNV31031158547.DOCX/103440004 3-69 JANUARY 2011
REV. 5

Gourrier
Janet
Line
Swire
Highland
L S U
Delgado
Nicholson
River
Parker
Paula
Boyd
Jennifer Jean
Clara
Burbank
Bob Pettit
Brightside
Landing
Tezcucco
Belle Fountaine
Dakin
Valcour Aime
Belle Cherie
#I PS236A
Harwich
Moorstone
Tigerland
Y A Tittle
Sharlo
Alvin Dark
Earl Gros
#I
PS107
Doris
Ward
Oleson
BPS505
Etta
#I#I
Lee
BPS505A
Ben Hur
Westervelt
Riverbend Lakes
Riverine
Destrehan
#I
Belle Grove
PS336
Robillard
Riverbend
#I
Nottaway
Ormand
Sarpy
Calanne
Three Oaks
PS311
Twelve Oaks
Laurel Lakes
Ben Hur
Dean Lee
East Baton Rouge Parish
Legend
Proposed
Multiple PS - Nicholson Dr. - Brightside Dr.
Existing
#I
³
New Pump
Exist. Gravity
Stations
SFL-C-0001
Exist. Forcemain
New Gravity Main
# Exist. Pump Station
New Force Main
Project Vicinity Map
!R Manholes\Nodes
") New Storage Facility Figure 3-29
0 1,200 2,400
Feet
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDATES2010\CAPACITY\SOUTH\SFL-C-0001_mpj120510

SECTION 3. SOUTH BASIN PROJECTS
3.4.2 SFL-C-0002 (Perkins/Old Perkins Area BPS 514 Improvements)
Project Description
Purpose of the Project / Project Background
The purpose of this project is to upgrade BPS514 to handle revised flow and head
requirements. The existing BPS 514 has a capacity that is less than the predicted future peak
wet weather flow.
Location
The location of BPS 514 is given in Table 3-17 and shown in Figure 3-30.
Scope
The scope of the project is noted in Table 3-17. BPS 514 will be converted from an in-line
booster pump station to a wet well pump station as part of this project.
TABLE 3-17
SFL-C-0002 (Perkins/Old Perkins Area BSP 514 Improvements) – Pump Station Information
PS No.
Location
Existing Max.
Capacity
(GPM)
Future Peak Wet
Weather Flow
(GPM)
Dry
Weather
(GPM)
Comments
BPS 514
Intersection of Pecue
Lane and Old Perkins
Road
24,000 50,830 9,476 Will be converted
from in-line to
wet well.
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.
Total Construction Bid Amount is $10,400,000.
Scheduled Design Appropriation Year was 2009.
Construction Appropriation Year was 2010.
Design is on-going.
GNV31031158547.DOCX/103440004 3-71 JANUARY 2011
REV. 5

§¨¦ I-10
St Alban's
Pecue
BPS514
#I
#
Old Perkins
Pecue
Perkins
#
PS394
#
PS416
Highland
East Baton Rouge Parish
Legend
Proposed
Perkins - Old Perkins Area BPS514
Existing
#I
³
New Pump
Exist. Gravity
Stations
SFL-C-0002
Exist. Forcemain
New Gravity Main
# Exist. Pump Station
New Force Main
!R Manholes\Nodes
Project Vicinity Map
") New Storage Facility Figure 3-30
0 400
800
Feet
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP-UPDATE-SCOTT_BACKUP_060109.MXD SGELPI 6/17/2009 10:41:23

SECTION 3. SOUTH BASIN PROJECTS
3.4.3 SFL-C-0003 (Multiple PSs - Burbank Drive – Siegen Lane)
Project Description
Purpose of the Project/Project Background
The following pump stations will be replaced in this project: PS 118, PS 221, PS 358, BPS 999,
PS 239, and PS 229. The new pump stations will work in conjunction with forcemain
upgrades in other South Forced Lower Basin projects to alleviate chronic SSOs at and near
these pump stations.
The upgrades will also allow the pump stations to handle future peak wet weather flows that
are predicted by the model to exceed the existing maximum capacities.
Location
The locations of the pump stations are shown in Table 3-18 and in Figure 3-31.
Scope
The scope of the pump station replacements is shown in Table 3-18. BPS 999 will be
converted from an in-line booster pump station to a wet well pump station.
TABLE 3-18
SFL-C-0003 (Multiple Pump Stations - Burbank Drive - Siegen Lane) – Pump Station Information
PS No.
Location
Existing Max.
Capacity
(GPM)
Future Peak Wet
Weather Flow
(GPM)
Dry
Weather
(GPM)
Comments
PS 118
Near Rue Crozat and Rue
Desiree
417 909 171
PS 221 Near Barkley and Mirkwood 694 1,058 232
PS 358
BPS 999
PS 239
PS 229
Old Perkins Road, near
Oakbrook Road
Siegen Road, near Quail
Ridge
Near Neil Avenue and
Highland Knoll Court
Near intersection of
Rendale Avenue and
Brookhollow Drive
208 235 29
6,250 8,855 1,962 Will be converted
from in-line to wet
well.
69 168 48
278 694 202
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.
Total Construction Bid Amount is $4,100,000.
Scheduled Design Appropriation Year is 2011.
Scheduled Construction Appropriation Year is 2012.
Design and Construction has not started.
GNV31031158547.DOCX/103440004 3-73 JANUARY 2011
REV. 5

#
#
#
Corby
PS300
PS90
Obrien
Lakeside Oak
Court
Rod Laver
Greenbriar Hollow
Great Oak
#
PS118
#I
#
Oak Hills
Amiens
Don Budge
Wimbledon
#
#
Lew Hoad
PS117
Oak Haven
Towering Oaks
PS180
Oakwilde
Oakshire
Chester
Highland
Oakcliff
Barkley
PS447
#
#
PS381
PS358
#I
#
#I
# PS221
#
Wyatt
Winterhue
#
PS330
#
#
#
#
BPS999
#I
##
Plantation Ridge
Oakbrook
Carnforth
Briarrose
#
Amiss
Mint
PS182
Perkins
Siegen
Troutbeck Ymca Plaza
Highland Trace
PS12
Mullen
Lombard
#
Briarridge
Siegen
Honey
Bullrush
Denver
Highland
#
#
Potwin
PS411
PS262
Neil
Kinglet
Peck
Stafford
BPS944
#
#
PS239
#I
PS99
# #
#I
# PS229
#
PS108
Gamwich
#
PS235
Hobbiton
Woodview
PS333
Orleans
Broad
Oaks
Mall
Gravier
Poydras
Paddington
Reiger
§¨¦ I-10
Baronne
Bayswater
Shadow Oak
Mall
Burbank
East Baton Rouge Parish
#
Legend
Proposed
Multiple PS - Burbank - Siegen
Existing
#I
³
New Pump
Exist. Gravity
Stations
SFL-C-0003
Exist. Forcemain
New Gravity Main
# Exist. Pump Station
New Force Main
!R Manholes\Nodes
Project Vicinity Map
") New Storage Facility Figure 3-31
0 1,000
2,000
Feet
Jean Lafitte
Corsair
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP-UPDATE-SCOTT_BACKUP_060109.MXD SGELPI 6/17/2009 10:41:23

SECTION 3. SOUTH BASIN PROJECTS
3.4.4 SFL-C-0004 (Group Project 2 – Old Perkins – Highland Road Area Sewer
Upgrades)
Project Description
Purpose of the Project/Project Background
The following pump stations will be replaced in this project: PS 182, PS 223, PS 327, PS 353,
PS 278, PS 372, and PS 365. The new pump stations will work in conjunction with forcemain
upgrades in other South Forced Lower Basin projects to alleviate chronic SSOs at and near
these pump stations.
The upgrades will also allow the pump stations to handle future peak wet weather flows that
are predicted by the model to exceed the existing maximum capacities.
Location
Table 3-19 and Figure 3-32 show the locations of the pump stations in this project. These
pump stations are generally located in the area of Jefferson Highway and Highland Road.
Scope
Table 3-19 shows the detailed scope of this project.
TABLE 3-19
SFL-C-0004 (Group Project 2 – Old Perkins – Highland Road Area Sewer Upgrades) – Pump Station Information
PS No.
Location
Existing Max.
Capacity
(GPM)
Future Peak
Wet Weather
Flow (GPM)
Dry
Weather
(GPM)
PS 182 Near YMCA Plaza Drive 208 417 148
Comments
PS 223
PS 327
PS 353
Intersection of Don Budge
Avenue and Backcourt Drive
Intersection of Alder Drive and
Crepe Myrtle Drive
Intersection of Azalea Lakes
Avenue and Lake Iris Avenue
278 795 168
278 369 44
486 537 49
PS 278 Near Bainbridge Avenue 347 764 174
PS 372
PS 365
Intersection of West Lake
Terrace Drive and Lake Tulip
Avenue
Intersection of Sugar Mill
Avenue and Umbehagen Lane
278 544 314
1,528 4,155 762
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.
Total Construction Bid Amount is $3,476,000.
Scheduled Design Appropriation Year was 2008.
Scheduled Construction Appropriation Year was 2009.
Construction is on-going.
GNV31031158547.DOCX/103440004 3-75 JANUARY 2011
REV. 5

Bea
Arnold
Hickory Ridge
O'Neal
Antioch
Elliot
#
#
Shirley
#
#
#
PS300
#
# #
#
PS5XX PS404
#
# #
#
PS156
PS77
PS174
PS337 PS154
PS380 #
PS162 #
# #
#
#
PS402
PS17
PS168
BPS889 PS283
#
#
#
#
PS143
PS392 PS427 PS442 PS391
PS328 # PS136
PS270 PS173
PS403
#
# # #
# #
# PS135 # # PS346
PS390
PS134
#
#
PS216
#
PS396 #
PS217
PS258
#
PS384
#
# #
PS256
#
#
PS95 PS171
#
# #
# #
PS428
PS36
#
PS115
PS177
## PS148
BPS777 PS308
#
PS296
PS250
#
#
PS251
PS434 PS219 PS172
PS85
#
##
# #
PS88 PS423
PS338
PS339
#
#
#
# #
PS307
PS232
PS247 #
#
#
#
PS299
PS395
PS379 PS1003
PS112
# #
#
#
PS389
PS252 PS147
PS274
PS201
PS111 #
PS213
# # # # # # # PS438 PS410
#
#
PS355
PRIVATEPS
PS287
BPS507
PS170
# #
#
#
#
#I
PRIVATEPS PRIVATEPS
PS266
PS223
PS184
# # #
#
#
PS157
#
#
#I
PS332
PS182
PS447
#
PS1005
# #
PS248
#
#
PS411
#
#
PS117
PS331
BPS944
# PS358
#
PS108
#
#
#I
PS435
PS327
PS118
PS393
#
#
#
PS259
#
PS221
#
PS309
PS1002
PS254#
# # # # PS431
PS330
PS441
PS12
PS367
#
# #
PS159
PS180
PS99
PS400
#
#
PS239
BPS514
PS405
PS161
# # #
# #
#
PS365 #
#I
PS229
#I
#
#
PS372
PS385 PS383
PS394 PS416
# PS235
#
# #
PS378
PS399
PS333
#
PS413 #
#
#I #I
#
# PS353
PS366
PS398
PS260
#
#
#
PS382 PS278
# #
PS344
PS436
#
PS356
#
PS388
#
#
# #
PS343
PS350
PS349
Fleet
Summa
Paulet
Obrien
PS90
Rue Crozat
PS409
Burbank
Tradition
Fairway
Drusilla
Strand
Maiden
Great Oak
Chelsea
Gail
Oakdale
Hill
I-12
Baker
Pine Park
Pastureview
Lake Estates
Field
Oakcliff
Chester
Brookline
Interline
Purvis
Oliphant
Barkley
Jefferson
Reitz
Upton
Carnforth
Sundance
Plaza Americana
Bluebonnet
Floynell
Cal
Tanglebriar
Azrok
Amiss
Cedarlane
Daradele
Cedarcrest
Ridgely
Hillyard
Mullen
Neil
Potwin
Oakline
Fernbrook
Peck
Perkins
Caroljack
Woodleigh
Siegen
Aubin
Mead
Ericson
E Heck
Southpark
Industriplex
Mall
Toulon
Honore
Reiger
Poydras
Broad
Brookhollow
Jean Lafitte
Highland Oaks
Paddock
Telesmar
I-10
Baylor
Sherwood Forest
Cloverland
St Alban's
Corsair
Campden
Claiborne
Brakley
Newcastle
Exchequer
Lancelot
Wentling
Sun Belt
Parkmeadow
Parkforest
Parkhaven
British
Galahad
Harris
Pecue
George Cain
Coursey
Pecue
Woodland Ridge
Stumberg
Mourning Dove
Rose
La Crete
Five Oaks
Country Hill
Millwood
Quinn
Crossing
Gentry
Airline
Briarwood
Saint Clare
Westridge
Kimbleton
Greens
Buckley
Pinehurst
Mission Hill
Buzbee
Highlandia
Augusta
Sessions
Herridge
Snowden
Old Perkins
Harrells Ferry
Jones Creek
Barringer
Terrell
Board
Director
Barringer Foreman
Highland
Elmhurst
George Oneal
Ferrell
Profit
Perkins
Muirfield
Windsong
Debit
Jefferson
Malvern Hill
Shenandoah
Confederate
Spyglass Hill
Santa Maria
Silver Sand
Chantilly
Morel
Doyle
Round Oak
Gray Moss
Chadsford
Appomattox
Miller
Paladin
Monitor
Culps Bluff
General Forrest
Achord
Amaryliss
Belle Helene
Hendrick
Barrett
Hoo Shoo Too
Palmer
Hagerstown
Harness
Vignes
Woodlake
Piney Point
Wildlife Way
Green Willow
Beaujolaes
PS316
PS211
PS360
PS347
Babin
Bengal
Phillips
Tiger Bend
1
2
4
5
107 6
8
12 11
9
3
East Baton Rouge Parish
Proposed
#I
")
New Pump
Stations
New Gravity Main
New Force Main
New Storage Facility
Legend
³
#
!R
0 0.5 1
Miles
Existing
Exist. Gravity
Exist. Forcemain
Exist. Pump Station
Manholes\Nodes
Figure 3-32
Group Project 2
SFL-C-0004
Project Vicinity Map
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDATES\CAPACITY\SOUTH\SFL-C-0004.MXD SGELPI 10/22/2009 08:40:06

SECTION 3. SOUTH BASIN PROJECTS
3.4.5 SFL-C-0005 (Highland Road – Burbank Drive Capacity Improvements)
Project Description
Purpose of the Project / Project Background
The SFL-C-0005 (Highland Road – Burbank Drive Capacity Improvements) project consists of
forcemain upgrades in the South Forced Lower Basin. This project includes the upsizing of
forcemain in an area that extends north to the intersection of Jefferson Highway and Tiger
Bend Road and continues south to the Staring Lane extension and Burbank Drive intersection.
The upgrades are designed to alleviate chronic SSOs at the pump stations and increase the
forcemain capacity. The upgrades range in size from 48-inch to 60-inch diameter.
Location
The first segment of forcemain from node BPS 507 to BPS 514 begins at BPS 507 near the
intersection of Kimbleton Avenue and Jefferson Highway. Upon leaving the pump station the
forcemain travels south through a servitude along the east edge of the Briarwood Golf Club
for approximately 2,800 feet before turning slightly east. At this point, the forcemain crosses
the golf club for approximately 1,300 feet before crossing Airline Highway. After crossing
Airline Highway, the forcemain continues south parallel to Pecue Lane. Approximately 1,200
feet passed the Airline Hwy, new 48-inch forcemain connects to an existing 42-inch PCCP
forcemain and 3,000 LF of existing forcemain is used for this alignment. Before I-10, the
existing 42-inch PCCP forcemain crossing connects to a new 48-inch forcemain that then
crosses I-10, Ward Creek, and the railroad, and continues south to BPS 514.The forcemain
resumes downstream of BPS 514 and continues south to Highland Road, crosses, and follows
the Entergy right-of-way to Buccaneer Avenue, then to Burbank Drive. It then follows
Burbank Drive to the intersection of Burbank Drive and Staring Lane extension.
Scope
SFL-C-0005 (Highland Road – Burbank Drive Capacity Improvements) includes
construction of approximately 12,600 feet of 48-inch forcemain, approximately 23,800 feet of
54-inch forcemain, and approximately 6,200 feet of 60-inch forcemain downstream of BPS
507 and BPS 514. Table 3-20 and Figure 3-33 shows the detailed scope of this project.
TABLE 3-20
SFL-C-0005 (Highland Road - Burbank Drive Capacity Improvements) – Pipeline Information
US Node
DS Node
Length
(ft)
Existing Diameter
(in)
BPS 507 SS340 6,610 42 48
SS340 SS364 3,780 42 48
SS369 BPS514 2,200 42 48
BPS514
15,000 48 54
Burbank Drive
Intersection
Bluebonnet Blvd
Intersection
Burbank Dr
Intersection
Bluebonnet Blvd
Intersection
Staring Lane
Extension
Proposed Diameter
(in)
8,800 48 54
6,200 48 60
Note: The existing pipe sizes and lengths were obtained from the BTRSSO hydraulic model.
Comments
Total Construction Bid Amount is $20,700,000.
Scheduled Design Appropriation Year was 2008.
Construction Appropriation Year was 2010.
Construction is on-going.
GNV31031158547.DOCX/103440004 3-77 JANUARY 2011
REV. 5

Bea
# #
#
#
#
# ##
# #
#
#
PS446
#
G S R I
Port
#
#
Gardere
Ned
Quail
#
#
#
PS267
Orion
PS97
# #
Burden
Irene
Walden
Pikes
#
#
# #
PS40
#
#
#
#
# #
SS381
!R
# PS27 #
#
# #
# !R
#
Highland
PS374
Staring
Springlake
#
Hilltree
PS417
I-12
PS58
PS58A
#
Picardy
Essen
PS301
#
#
PS302
SS98
#
#
#
#
#
PS437
PS317
Anselmo
PS409
#
#
#
#
#
#
Drusilla
Summa
PS300
Obrien
Villa
#
#
# #
#
#
Burbank
Gail
PS299
PS223
#
Hill
#
Cal
#
#
PS447
Reitz
Azrok
Upton
# # #
#
# #
#
#
PS355
#
#
PS411 #
#
#
#
#
#
# #
#
#
#
#
PS235 #
Amiss
Siegen
PS389
#
#
#
PS108
#
Highland Oaks
PS260
#
Honore
Reiger
Mall
Corsair
PS171
PS331
#
#
#
#
#
Dunlay
#
#
Reiger
!R #
PS416
#
PS134
#
#
!R
#
PS147
George Cain
#
BPS514
Perkins
British
Fulwar Skipwith
Pecue
Stumberg
#
##
#
#
# PS379
#
!R
Pecue
!R
PS435
#
SS369
Rose
Old Perkins
Colony
#
SS271
SS340
#
Airline
#
#
PS259
PS378
Westridge
PS270
#
PS201
#
#
PS1002
#
Coursey
Buzbee
PS184
I-10
#
Nicholson
#
PS444
Pentagon
Tradition
PS356
#
#
PS350
#
PS344
#
#
River
University Club
#
PS408
East Baton Rouge Parish
Legend
Proposed
Existing
Highland Rd. - Burbank Dr.
New Pump
Exist. Gravity
#I Stations
Exist. Forcemain
SFL-C-0005
New Gravity Main
# Exist. Pump Station
New Force Main
Project Vicinity Map
!R Manholes\Nodes
") New Storage Facility Figure 3-33
0 0.4 0.8
³Miles
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDATES_2010\CAPACITY\SOUTH\SFL-C -0005_mpj111610.MXD

SECTION 3. SOUTH BASIN PROJECTS
3.4.6 SFL-C-0006 (Nicholson Drive – Highland Road – Perkins Road Capacity
Improvements)
Project Description
Purpose of the Project / Project Background
The SFL-C-0006 (Nicholson Drive – Highland Road –Perkins Road Capacity Improvements)
project consists of forcemain and gravity upgrades in the South Forced Lower Basin. The
project has been divided into two phases during construction for ease of execution: Phase A
- Willow Grove Capacity Improvements and Phase B – Nicholson Drive – Highland Road –
Perkins Road Capacity Improvements.
The Phase A (Willow Grove Capacity Improvements) project consists of forcemain and
gravity upgrades in the South Forced Lower Basin. This project includes the upsizing of
forcemain and gravity mains in an area that extends east to the intersection of Siegen Lane
and South Mall Drive and also to south to Perkins Road. The upgrades are designed to
alleviate chronic SSOs at the pump stations and increase the gravity main capacity. The
upgrades range in size from 8 inches to 18 inches in diameter.
The Phase B (Nicholson Drive – Highland Road – Perkins Road Capacity Improvements)
project consists of forcemain and gravity upgrades in the South Forced Lower Basin. This
project includes the upsizing of forcemain and gravity mains in an area that extends north
to the intersection of Jefferson Highway and Tiger Bend Road and continues south to the
South WWTP on Gardere Lane. The upgrades are designed to alleviate chronic SSOs at the
pump stations and increase the gravity main capacity. The upgrades range in size from 6
inches to 24 inches in diameter.
Location – Phase A
The Phase A (Willow Grove Capacity Improvements) project involves the replacement of
portions of the South Forced Lower forcemain and gravity systems as shown in Figures 3-
34A. The majority of the contributing flows are from residential areas. The upgrades can be
broken into the following segments.
Forcemain segment PS 223 to SS312 starts at PS 223, which is at the intersection of Roy
Emerson Drive and Don Budge Avenue, and travels overland to node SS312, which is on the
corner of Lew Hoad Avenue.
Forcemain segment Willow Grove added to the PDP at the request of the DPW. Forcemain
starts from Willow Grove forcemain connection to existing 10-inch forcemain at the north
side of KCS railroad. New 12-inch forcemain follows KCS railroad easterly direction
approximately 1,600 LF and then crosses to the north side of Ward Creek. Approximately
600 LF runs parallels to Ward Creek and extends all the way to PS944. Crosses at south side
of the Ward Creek near Siegen Lane overpass and connects to existing 18-inch forcemain.
The existing 14-inch crossing will be abandoned.
Gravity segment 944-01006 to PS 944 begins near the intersection of Mint Drive and
Buttercup Drive and runs east along a drainage path to PS 944, located near the intersection
of Andrea Drive and South Mall Drive.
GNV31031158547.DOCX/103440004 3-79 JANUARY 2011
REV. 5

SECTION 3. SOUTH BASIN PROJECTS
Gravity segment 108-00047 to 108-00008 starts at manhole 108-00047, which is at the corner
of Meadowbrook Avenue and Meadowmere Drive, and travels in a southerly direction
along Meadowbrook Avenue to the corner of Meadowbrook and Meadowlane Drive. The
gravity line turns westerly along Meadowlane Drive to manhole 108-00008, which is
between Meadowlane Drive and Perkins Road.
Forcemain segment SS371 to SS385 begins at node SS371, which is at corner of Twisted Oak
Lane and Oak Hills Parkway, and travels along Oak Hills Parkway to node SS385, which is
at Siegen Lane.
Location – Phase B
The Phase B (Nicholson – Highland – Perkins Capacity Improvements) project involves the
replacement of portions of the South Forced Lower forcemain and gravity systems as shown
in Figures 3-34B and 3-34C. A majority of the contributing flows are from residential areas.
The upgrades can be broken into the following segments.
Forcemain segment PS 259 to SS340 starts at PS 435, near the intersection of Thistle Ridge
Drive and Martin Ridge Drive. From PS 259, the forcemain continues in a northwesterly
direction through the subdivision and through empty lots, following a servitude/drainage
path to Pecue Lane, where node SS340 is located.
Forcemain segment PS278FM to SS459 starts at the intersection of Brunswick Avenue and
Macon Drive. The forcemain continues in a generally northeasterly direction through the
subdivision to Jefferson Highway, intersecting with Jefferson Highway near Pecan Creek
Lane. At Jefferson Highway, the forcemain follows the highway in a northwesterly direction
to node SS459, which is on Jefferson Highway between Lake Iris Road and Lake Azalea
Drive.
Gravity segment 365-01007 to 365-00001Z starts at manhole 365-01007, which is on Jefferson
Highway between Chasefield Avenue and Nine Oaks Avenue, and travels in a southerly
direction between Beckfield Avenue and Sugar Mill Avenue to manhole 365-00001Z, which
is next to PS365.
Forcemain segment PS 365FM to SS 471 starts at PS 365, which is on Umbehagen Lane near
Sugar Mill Avenue, follows Umbehagen Lane for approximately 600 feet, crosses Airline
Highway, and continues in a southwesterly direction to node SS449. From node SS449, the
forcemain travels in a southwesterly direction parallel to Highland Road to node SS471,
which is north of a drainage path that is south of Bellerive Court.
Forcemain segment PS 398 to SS502 starts at the cul-de-sac on Arcadian Shores Drive and
continues in a southwesterly direction along Arcadian Shores Drive and Spyglass Hill Drive
to node SS502, which is roughly located near the end of Spyglass Hill drive, near a drainage
path.
Forcemain segment SS502 to SS489 starts at SS502, which is at the intersection of Santa Marie
Avenue and Trent Jones Drive. The forcemain continues in a northwesterly direction
following Trent Jones Drive and paralleling Perkins Road to a servitude near Petroleum
Drive connects to SS489.
Forcemain segment PS378 to Old Perkins starts at PS378, which is between La Create Lane
and 5 Oaks Drive at the south side of Perkins Road. The forcemain travels west to La Crete
Lane and turn north to La Crete Lane. connects to Old Perkins road new alignment.
GNV31031158547.DOCX/103440004 3-80 JANUARY 2011
REV. 5

SECTION 3. SOUTH BASIN PROJECTS
Forcemain segment SS451A to Old Perkins starts at SS451A, which is between La Create
Lane and Pecue Lane at the north side of Perkins Road. The forcemain trowels south from
wooded area to old Perkins Road connects to new alignment.
Forcemain segment SS489 to BPS514 starts at SS489, which is near Petroleum Drive goes
west parallel to KCS railroad crosses Highland Road and follows Old Perkins Road Crosses
Barringer Foreman Road. KCS railroad and I-10 stays at south sides of Old Perkins and
connect to BPS514.
Forcemain segment PS 253 to SS370 starts on Round Oak Drive, north of its intersection with
Shady Grove Avenue. The forcemain travels southwest until reaching SS370, located
northwest of Highland Road and Jefferson Highway.
Forcemain segment PS 229FM to SS400 begins at PS 229, which is at the end of Brookhollow
Drive and travels in a northwesterly direction to node SS400, which is at the end of Scotland
Court.
Forcemain segment PS 336 to PS 311 begins at PS 336, which is at intersection of Bon Sejour
Avenue and Destrehan Drive travels east at Bon Sejour Avenue. turns south at Belle Grove
Avenue turns east at 12 Oaks Avenue and connects with PS 311
Forcemain segment PS 311 to 236-00085A begins at PS 311, which is at south side of 12 Oaks
Avenue Between Durander Drive and Riverbend Blvd. travels east to Entergy Transmission
OW. Turns north and connects to new gravity manhole 236-00085A.
Gravity segment 236-00085A to 236-00073A starts at manhole 365-01007, which is on
Jefferson Highway between Chasefield Avenue and Nine Oaks Avenue, and travels in a
southerly direction between Beckfield Avenue and Sugar Mill Avenue to manhole 365-
00001Z, which is next to PS365.
Gravity segment 236-00002 to PS 236 starts southwest of the PS236. The gravity line travels
northeast until reaching PS 236, which is between Brightside Drive and Valcour Aime
Avenue.
Gravity segment 236-00055 to 236-00002 starts east of Duncan Kenner Drive at inside GSU
servitude and travels north until reaching 236-00002, located southeast of Dakin Avenue
cul-de-sac.
Gravity segment 236-00073A to 236-00055 starts at manhole 236-00073A east of Duncan
Kenner Drive at inside GSU servitude and travels north until reaching 236-00055.
Gravity segment 236-00085A to 236-00073A starts at manhole 236-00085A east of Duncan
Kenner Drive at inside GSU servitude and travels north until reaching 236-00073A.
Forcemain segment PS 236 to PS 505A begins at PS 236, which is between Brightside Drive
and Valcour Aime Avenue. travels southeast at GSU ROW. to Dean Lee Drive until reaching
PS505A and connects to junction box right before PS505A.
Forcemain segment PS 505 to PS 505A begins at PS 505, which is at intersection of Nicholson
Drive and Dean Lee Drive travels west at Dean Lee Drive and connects to PS 505A.
Forcemain segment PS 505A to PS 505 begins at PS 505A, which is at Deen Lee drive travels
east at Dean Lee Drive and connects to PS 505 at intersection of Nicholson Drive and Dean
Lee Drive.
GNV31031158547.DOCX/103440004 3-81 JANUARY 2011
REV. 5

SECTION 3. SOUTH BASIN PROJECTS
Scope – Phase A
The Phase A (Willow Lane Capacity Improvements) project includes construction of
approximately 1,800 feet of 8-inch forcemain upstream of PS223, 1,900 feet of 10-inch gravity
sewer upstream of PS 944, approximately 1,600 feet of 12-inch, 256 feet of 14-inch, 2,358 feet
of 16-inch and 280 feet of 18-inch forcemain upstream of PS944, approximately 1,600 feet of
12-inch gravity sewer upstream of PS 108 and approximately 1,953 feet of 12-inch forcemain
upstream of SS385 in the South Forced Lower Basin. Table 3-21 shows the detailed scope of
this project.
TABLE 3-21A
Sfl-C-0006 (Phase A - Willow Lane Capacity Improvements)
US Node
DS Node
Length
(ft)
Existing
Diameter
(in)
Proposed
Diameter
(in)
Comments
108-00047 108-00001 50 8 12 Gravity sewer
108-00001 108-00003 510 8 12 Gravity sewer
108-00003 108-00005 560 8 12 Gravity sewer
108-00005 108-00008 440 8 12 Gravity sewer
PS 223 SS312 1,800 6 8
SS371 SS385 1,953 10 12
944-01006 PS 944 1,920 8 10 Gravity sewer
Willow Grove SS327 1,654 12
SS327 SS323A 256 14
SS323A 944FM 2,358 16
944FM SS335 280 18
Note: The existing pipe sizes and lengths were obtained from the BTRSSO hydraulic model.
Scope – Phase B
The Phase B (Nicholson – Highland – Perkins Capacity Improvements) project includes
construction of approximately 945 feet of 18-inch gravity sewer upstream of PS 236,
approximately 1,980 feet of 21-inch and 2,200 feet of 24-inch gravity sewer upstream of PS
365. The project also includes the construction of approximately 5,470 feet of 8-inch, 5,277
feet of 10-inch, 4,611 feet of 12-inch, 50 feet of 14-inch, 11,827 feet of 16-inch, 860 feet of 20-
inch and 11,400 feet of 24-inch forcemain in the South Forced Lower Basin. Table 3-21B
shows the detailed scope of this project.
GNV31031158547.DOCX/103440004 3-82 JANUARY 2011
REV. 5

SECTION 3. SOUTH BASIN PROJECTS
TABLE 3-21B
SFL-C-0006 (Phase B - Nicholson Drive – Highland Road – Perkins Road Capacity Improvements) –
Pipeline Information
US Node
DS Node
Length
(ft)
Existing
Diameter
(in)
Proposed
Diameter
(in)
PS 259 SS340 1,650 6 8
PS 278FM SS459 2,600 5 8
Comments
365-01007 365-00001Z 2,200 18 24 Gravity sewer
PS 365FM SS444 50 10 14
SS444 SS471 4,700 14 16
PS 398 SS502 3,100 8 10
SS502 SS489 1,900 8 12
PS378 Old Perkins 1,850 6
SS451A Old Perkins 750 6
SS489 BPS514 11,400 24
PS 253 SS370 4000 6 8
PS 229FM SS400 1,700 6 8
PS336 PS311 2,177 10
PS311 236-00085A 2,711 12
236-00002 PS 236 260 12 21 Gravity sewer
236-00055 236-00002 510 12 21 Gravity sewer
236-00055 236-00073A 1,210 21 Gravity sewer
236-00073A 236-00085A 945 18 Gravity sewer
PS236 PS505A 7,127 16
PS505 PS505A 469 20
PS505A 50504 391 20
Note: The existing pipe sizes and lengths were obtained from the BTRSSO hydraulic model.
Total Construction Bid Amount (Phase A and B) is $11,400,000.
Scheduled Design Appropriation Year was 2009.
Scheduled Construction Appropriation Year is 2011.
Design is on-going.
GNV31031158547.DOCX/103440004 3-83 JANUARY 2011
REV. 5

!R #
PS223
!R
SS312
#
PS203
Kinglet
Buttercup
I-10
Don Budge
John Newcombe
Fred Perry
Roy Emerson
Lew Hoad
#
PS447
Mint
Hawthorne
Thrush
Bunting
Mall
Rod Laver
Jack Kramer
Wimbledon
Oak Manor
Oakchase
#
PS381
#
PS182
!R
944-01006
Andrea
!R #
Mall
PS944
Oak Shadow
Great Oak
Ridgeland
PS118
#
Rue Crozat
Plantation Oak
Rue Desiree
Oak Hills
Amiens
Lakeview
#
PS117
Towering Oaks
Verdun
Lakeview
Oak Haven
Rossmore
East Baton Rouge Parish
Oakferd
Oakwilde
Oakshire
!R
Chester
Beacon Tree
Oakdale
Oak Point
Manor Oak
SS371
Oakcliff
Mirkwood
Twisted Oak
Barkley
Pastureview
Oak Creek
#
PS221
#
Shireburk
Masterson
Thornberry
PS358
Perkins
Wyatt
Suffolk
#
PS393
#
PS254
Wordsworth
PS330
PS159
Oakbrook
Carnforth
King James
Magnolia Chase
#
#!R
Kentmere
Troutbeck Ymca Plaza
Wheatsheaf
Legend
#
Phase A
Proposed
Existing
³
(Willow Grove Capacity Improvements) !R
New Pump
Exist. Gravity
#I Stations
Exist. Forcemain
SFL-C-0006
New Gravity Main
# Exist. Pump Station
New Force Main
Project Vicinity Map
!R Manholes\Nodes
") New Storage Facility
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDATES\CAPACITY\SOUTH\SFL-C-0006_3_34A_mpj111910.MXD
SS385
0 1,000
2,000
Feet
Siegen
Natchez
Briargrove
Mc Quaid
Lombard
#
Mullen
PS12
Denver
!R
#
Meadowpark
Honey
Potwin
PS411
Meadowview
Stafford
Meadowbrook
108-00008
Figure 3-34A
Honey
Peck
!R #
Metairie
Gamwich
108-00047
Michel Delving
Kenner
Hobbiton
Southland

Antioch
#
#
PS287
#
Exchequer
#
PS332
#
PS147
Pecue
#
#
PS379
#
PS201
Kimbleton
Pennhill
Tiger Bend
#
PS184
Proxie
Board
#
#
#
PS274
Barringer
PS111
Cocodrie
Quorum
Profit
#
#
Debit
#
PS266
#
#
PS438
Woodlawn Acres
Doyle
Morel
Batavia
O'Neal
Miller
#
Achord
PS157
Sweet Olive
Hendrick
#
#
PS1005
Elliot
PS410
#
#
#
Reiger
#
!R
SS426
BPS514
PS394
PS416
#
Perkins
Pecue
Old Perkins
British
!R
SS340
PS435
Rose
#
Briarlake
!R #
PS1002
#
PS309
#
PS431
#
#
!R
Airline
#!R SS471
# !R
PS378
PS413 !R
#
278-00029
!R
#!R
!R
PS398
#
SS502 !R #
!R
Five Oaks
SS458
Lilian
PS259
Castille
Greens
Buzbee
Highlandia
Perkins
Barringer
Highland
Barringer Foreman
Sotile
Jefferson
SS370
#
Umbehagen
Round Oak
PS365FM
PS426
!R #
!R #
PS253FM
Nine Oaks
!R
365-00001Z
Breman
Paladin
Airline
Talton
Preston
365-01007
Moultrie
#
Vignes
Barrett
#
PS405
Green Willow
PS367
#
SS459
Lake Iris
PS400
#
278-00028
PS278FM
#
PS353
#
Highland Crossing
PS356
#
PS350
#
#
PS344
#
#
I-10
Amen Corner
Lakeway
Elmhurst
Muirfield
#
Trent Jones
PS343
#
PS382
#
PS436
East Baton Rouge Parish
Legend
Phase B1
Proposed
Existing (Nicholson Dr. - Highland Rd. - Perkins Rd.)
#I
³
New Pump
Exist. Gravity
Capacity Improvements
Stations
Exist. Forcemain
New Gravity Main
# SFL-C-0006
Exist. Pump Station
New Force Main
!R Manholes\Nodes
Project Vicinity Map
") New Storage Facility Figure 3-34B
0 2,900
5,800
Feet
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDATES\CAPACITY\SOUTH\SFL-C-0006_3_34B_mpj111910.MXD

Bob Pettit
#
PS107
Brightside
Tigerland
Y A Tittle
Alvin Dark
#
Earl Gros
PS305
#
#
PS373
Landing
Belle Fountaine
Dakin
Valcour Aime
PS236 PS236A
#
!R
!R
236-00002
#
PS303
#
#
PS445
Harwich
PS140
Moorstone
Sharlo
#
#!R
PS310
PS292
SS286
#
PS1011
PS439
#
Nicholson
Ward
Oleson
BPS505A
Etta
#
Lee
Tezcucco
Belle Cherie
Destrehan
Westervelt
#
Belle Grove
!R
Robillard
Riverbend
236-00032
Durande
!R #
Nottaway
!R
Sarpy
Calanne
Three Oaks
Rene Beauregard
PS311FM
Twelve Oaks
Ormand
PS311DS
!R
236-00091
Laurel Plantation
Laurel Lakes
PS1008 PS415
#
Dean Lee
Ben Hur
East Baton Rouge Parish
Legend
Phase B2
Proposed
Existing
³
(Nicholson Dr.-Highland Rd.-Perkins Rd.)
New Pump
Exist. Gravity
#I Stations
Capacity Improvements
Exist. Forcemain
New Gravity Main
#
SFL-C-0006
Exist. Pump Station
New Force Main
!R Manholes\Nodes
Project Vicinity Map
") New Storage Facility Figure 3-34C
0 1,000 2,000
Feet
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDATES\CAPACITY\SOUTH\SFL-C-0006_3_34C_mpj_111710.MXD

SECTION 3. SOUTH BASIN PROJECTS
3.4.7 SFU-C-0001 (Multiple PSs – Jefferson Highway – Park Forest Drive)
Project Description
Purpose of the Project/Project Background
The pump stations to be replaced in this project consist of the following: PS 111, PS 115, PS
338, PS 379, PS 201, and the Woman’s Hospital PS. The upgrades will work in conjunction
with forcemain upgrades in other South Forced Upper Basin projects to alleviate chronic
SSOs at and near these pump stations.
The upgrades will also allow the pump stations to handle future peak wet weather flows that
are predicted by the model to exceed the existing maximum capacities.
Location
The location of each PS is shown in Table 3-22 and in Figure 3-35.
Scope
Table 3-22 shows the detailed scope of this project, which includes the replacement of six
pump stations in the South Forced Upper basin.
TABLE 3-22
SFU-C-0001 (Multiple PSs - Jefferson Highway - Park Forest Drive) – Pump Station Information
PS No.
Location
Existing Max.
Capacity
(GPM)
Future Peak
Wet Weather Flow
(GPM)
Dry
Weather
(GPM)
Comments
PS 115
PS 338
PS 379
PS 201
PS 111
Women’s
Hospital PS
Parkmeadow Avenue,
near Parkhollow Drive
Near intersection of
Quail Meadow Drive
and Golden Pheasant
Court
Jefferson Highway, near
intersection of Tiger
Bend
Near the intersection of
Tiger Bend and
Jefferson Highway
Near intersection of
Tiger Bend Road and
Green Trails Road
Near intersection of
Pecue Lane and Airline
Highway
556 556 58
764 1,315 551
208 361 39
556 1,386 248
1,575 2,323 241 Will be converted
from in-line
booster to wet well
pump station
New 4,800 Pump Station for
new Women’s
Hospital
development
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.
Total Construction Bid Amount is $2,600,000.
Scheduled Design Appropriation Year was 2009.
Construction Appropriation Year was 2010.
Design is on-going.
GNV31031158547.DOCX/103440004 3-87 JANUARY 2011
REV. 5

Parkside
Parkbriar
Millwood
Antioch
Sherwood Forest
#
Newcastle
#
#
Wentling
Investor
#
PS135
PS252
PS287
Exchequer
Superior
Cloverland
Benefit
Sun Belt
Parkridge
Parkmount
Parkbrook
Market Place
Galeria
Lake Laberge
#
PS332
#
PS115
#I
#
PS115
#
#
Parkhill
PS143
#
Industriplex
Lake la Dare
Parkoaks
George Cain
Parkforest
PS134
Shadeland
PS148
Parkknoll
Parklake
Parkvale
Parkciel
Parkvilla
Parkrill
Parktrail
PRIVATEPS
#
#
PS136
Stumberg
#
#
PS270
PS434 PS338
##I
# PS338
#
#
PS379
#I
PS232
PS1003
PS379
#
# PS201
#I
PS274 PS111
#
#I
PS147
# # PS201
#
BPS507
Pecue
Pecue
Southwind
Tartan
Cyndal
Stutgart
Woodlyn
Doral
Oxley
Airline
Country Hill
Quail Meadow
Mourning Dove
WH
#I
PS
Country Way
Tollway
Angleton
Legacy
Braxton
Gentry
Westridge
Bayridge
Elm Ridge
Foxridge
Short Ridge
Ridgeview
Kimbleton
Dale
Buckley
Ridgemore
Tiger Bend
#
Tennyson
PS173
#
Shakespeare
PS184
Chippendale
Jefferson
Sessions
#
Coursey
Snowden
Greenshire
Chaucer
Millbrook
Canterdale
Courtshire
Celestial
Herridge
Proxie
Trents
Commission
Board
#
#
Currency
PS428
Heidis
Jones Creek
Director
#
PS403
Shenandoah
Seven Pines
President
Barringer
Allegheny
Profit
#
#
BPS777
PS258
George Oneal
Cocodrie
Point Chenier
Quorum
Altus
Barremore
Vice President
Windsong
PS308
#
#
Debit
#
Ferrell
PS172
Vicksburg
Jefferson Park
Antler
PS111
PS346
Roster
O'Neal
Treasurer
Bluewater
Members
Bankers
Halls Ferry
#
Wilderness
Confederate
Council
#
Overlook Point
Chadsford
Chantilly
Haynes Bluff
Hogenville
Malvern Hill
Chickamauga
Antietam
PS266
Morel
Petersburg
Batavia
Somersby
Doyle
#
PS438
#
#
Reiger
East Baton Rouge Parish
Legend
Multiple PS - Jefferson Hwy
Proposed
Existing
#I
³
Park Forest Dr
New Pump
Exist. Gravity
Stations
Exist. Forcemain
SFU-C-0001
New Gravity Main
# Exist. Pump Station
New Force Main
Project Vicinity Map
!R Manholes\Nodes
") New Storage Facility Figure 3-35
0 1,900
3,800
Feet
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDATES2010\CAPACITY\SOUTH\SFU-C-0001_mpj120910

SECTION 3. SOUTH BASIN PROJECTS
3.4.8 SFU-C-0002a (O’Neal Lane Pump Stations Group A)
Project Description
Purpose of the Project / Project Background
The SFU-C-0002a (O’Neal Lane Pump Station Group A project includes segments
previously included in SFU-C-0002 (Multiple Pump Stations - Jones Creek Road - Tiger
Bend Road), SFU-C-0003 (Multiple Pump Stations - O’Neal Lane) project, and SFU-C-0004
(Multiple Pump Stations - O’Neal - S. Harrell’s Ferry) project. The combined project has
then been split into two projects, Group A and Group B, since the November 2009 PDP.
The project involves the upgrade of PS 112, PS 148, PS 157, PS 170, PS 172, PS 211, PS 232, PS
247, PS 253, PS 274, PS 296, PS 316, PS 391, PS 428 and BPS 777. The upgrades will work in
conjunction with forcemain upgrades in the SFU-C-0005 (O’Neal Lane Pipeline
Improvements) project to alleviate chronic SSOs at and near these pump stations. The
upgrades will also allow the pump stations to handle future peak wet weather flows that
modeling predicts will exceed the existing maximum capacities.
Location
The locations of the pump stations included in this project are given in Table 3-23A and
shown in Figure 3-36A.
Scope
Table 3-23A shows the detailed scope of this project, which includes replacing 15 pump
stations; including converting BPS 777 from an in-line booster station to a wet well pump station.
TABLE 3-23A
O’Neal Lane Pump Stations Group A – Pump Station Information
PS ID
Existing Maximum
Pump Station Capacity
(gpm)
Future Average Dry
Weather Flow
(gpm)
Peak Future Wet
Weather Design Flow
(gpm)
Estimated TDH
(ft)
PS 112 350 505 1,430 48
PS 148 198 305 527 58
PS 157 278 155 541 167
PS 170 146 833 4,789 90
PS 172 125 104 396 116
PS 211 350 416 2,249 12
PS 232 150 215 1,083 26
PS 247 407 208 1,506 143
PS 253 145 69 472 81
PS 274 403 62 861 102
PS 296 250 215 1,173 72
PS 316 390 382 2,478 97
PS 391 85 139 430 78
PS 428 unknown 111 160 138
PS 777 14,616 4,650 21,930 105
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.
Total Construction Bid Amount is $12,226,000.
Scheduled Design Appropriation Year is 2010.
Scheduled Construction Appropriation Year is 2012.
Design is on-going.
GNV31031158547.DOCX/103440004 3-89 JANUARY 2011
REV. 5

O'Neal
Antioch
#
#
#
PS143
#
#
Coursey
#
Parkoaks
#I
#
George Cain
PS134
#
PS147
I-10
#
#
#
PS148
Pecue
Pecue
Stumberg
PS77
Deerpath
#
#
#
#
PS379
#
#
#
PS435
Rose
PS217
Briarlake
Quinn
East Baton Rouge Parish
#
#
Tollway
Braxton
PS338
Westridge
Lilian
PS156
PS270
Bayridge
PS259
#
#
#
PS201
Kimbleton
Castille
#
PS173
Tiger Bend
Buzbee
PS1002
#
#
#
PS403
#
#
PS174
#
#
PS346
PS258
#
#
PS396
PS428
#
#I
#
BPS777 #
#I
PS172
#
#
#I
#
#
PS232
#I
#
#I
#
#I
# PS112
#
PS274
#
PS438
#
#
#I
PS170
#
PS266
#
#I
#
PS157
#
#
PS184
Sessions
Jefferson
Snowden
PS309
PS162
Barringer Foreman
Terrell
Airline
Debit
Profit
#
Antietam
Confederate
Doyle
#
#
#
PS253
#I
#
#
PS391
#I
#
#I
PS316 #
#I
PS256 #
#
PS211
PS296
#I
#
PS247
#I
#
Legend
#
Proposed
Existing
O'Neal Ln. Group A PS Projects
#I
³
New Pump
Exist. Gravity
Stations
SFU-C-0002A
Exist. Forcemain
New Gravity Main
# Exist. Pump Station
Project Vicinity Map
New Force Main
!R Manholes\Nodes
") New Storage Facility
0 0.5
1
Miles
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDATES-2010\CAPACITY\SOUTH\SOUTH MAPS\SFU-C-0002A.MXD SGELPI 11/15/2010 10:55:07
Seven Pines
Highland
PS402
PS392
Antioch
Batavia
George Oneal
Mobile
#
PS442
PS427
#
Sweet Olive
PS1005
Coffee
Elliot
PS390
Monitor
Achord
PS410
Preston
Barrett
#
PS367
Harrells Ferry
#
Green Willow
Figure 3-36A
PS441
#
PS360
Vignes
#
#
Babin
Bengal

SECTION 3. SOUTH BASIN PROJECTS
3.4.9 SFU-C-0002b (O’Neal Lane Pump Stations Group B)
Project Description
Purpose of the Project / Project Background
The SFU-C-0002b (O’Neal Lane Pump Station Group B) project includes segments
previously included in SFU-C-0002 (Multiple Pump Stations - Jones Creek Road - Tiger
Bend Road) project, SFU-C-0003 (Multiple Pump Stations - O’Neal Lane) project, and SFU-
C-0004 (Multiple Pump Stations - O’Neal - S. Harrell’s Ferry) project. The combined project
has then been split into two projects, Group A and Group B, since the November 2009 PDP.
The project involves the upgrade of PS 41, PS 77, PS101A, PS 139, PS 149, PS 153, PS 162, PS
174, PS 175, PS 189, PS 191, PS 224, PS 227, PS 326, PS 345, and BPS 889. The upgrades will
work in conjunction with forcemain upgrades in the SFU-C-0005 (O’Neal Lane Pipeline
Improvements) project to alleviate chronic SSOs at and near these pump stations. The
upgrades will also allow the pump stations to handle future peak wet weather flows that
modeling predicts will exceed the existing maximum capacities.
Location
The locations of the pump stations included in this project are given in Table 3-23B and
shown in Figure 3-36B.
Scope
Table 3-23B shows the detailed scope of this project, which includes replacing 27 pump
stations; including converting BPS 889 from an in-line booster station to a wet well pump
station. BPS 100A will be decommissioned after this project and the O’Neal Lane Pipeline
project are completed.
TABLE 3-23B
O’Neal Lane Pump Stations Group B – Pump Station Information
PS ID
Existing Maximum
Pump Station Capacity
(gpm)
Future Average Dry
Weather Flow
(gpm)
Peak Future Wet
Weather Design Flow
(gpm)
Estimated TDH
(ft)
PS 41 504 125 504 31
PS 77 350 167 590 90
PS 101A 174 125 465 145
PS 139 209 104 305 143
PS 149 485 153 722 85
PS 153 88 118 618 63
PS 162 310 333 888 81
PS 174 353 118 353 29
PS 175 236 250 965 92
PS 189 360 139 1,103 121
PS 191 367 111 1,298 96
PS 224 770 458 1,663 44
PS 227 165 132 361 46
PS 326 215 118 382 110
PS 345 390 257 403 45
PS 889 11,569 3,616 17,815 81
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.
Total Construction Bid Amount is $9,800,000.
Scheduled Design Appropriation Year is 2010.
Scheduled Construction Appropriation Year is 2012.
Design is on-going.
GNV31031158547.DOCX/103440004 3-91 JANUARY 2011
REV. 5

Harco
Harco
Dena Lynn
Ponderosa
Millerville
Chalfont
Bolivar
Boreas
Amir
O'Neal
Godfrey
Fawn Lake
#
PS169
Choctaw
Windsor
Chene
#
PS295
Rushmore
Sunnyhill
Bywood
Silverthorn
Choctaw
Elmbridge
PS41
#
BPS508
#I
#
#I
#
Woodvale
Florida
Park
PS153
#
#
Woodcliff
Glenhaven
Mollylea
Parkwood
Sherbrook
Goodwood
Millburn
Elva
#
#
Elwick
PS380
PS77
PS21
Kirkley
Trammell
Deerpath
Todd
#
Flannery
#
PS227
#I
#
Torrey Pine
Harrells Ferry
PS448
#
Damon
Woodland Ridge
Holt
PS175 #
#I
#
Darilyn
Lafitte
Azalea Pk
#
PS215
#
Holly
Firethorn
Locust
Acacia
Mora
#
PS226
#
PS451
#
#
Florida
PS62
PS319
Bailey
Stoneberg
Avalon
Palmwood
#I
#
PS162
PS101A
#I
#
#
#
#
PS104
#
PS189
#I
#
#
PS224
#
#I #I #
PS139
PS407
Colonel Allen
Old Hammond
Munal
Lily
Lakemont
Jester
Terrell
Gloria
PS315
Schafer
#
PS174
#I
#
BPS889 PS402
#
#
#
Jones Creek
Lirocchi
Woodway
#I
O Neal
Frontage
Strain
Coliseum
Brutus
BPS100A
Stevendale
Caesar
#I
PS377
Bristoe
Abshire
Ellis
Bonham
PS326
#I
#
#I
# PS191
PS345
#
PS149
#I
#
Patton
PS392
Deer Lake
Centurion
Hoyt
Cicero
I-12
Chariot
Pompey
East Baton Rouge Parish
Legend
#
Proposed
Existing
O'Neal Ln. Group B PS Projects
#I
³
New Pump
Exist. Gravity
Stations
SFU-C-0002B
Exist. Forcemain
New Gravity Main
# Exist. Pump Station
Project Vicinity Map
New Force Main
!R Manholes\Nodes
") New Storage Facility
0 2,000
4,000
Feet
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDATES-2010\CAPACITY\SOUTH\SOUTH MAPS\SFU-C-0002B.MXD SGELPI 11/15/2010 10:47:53
Figure 3-36B

SECTION 3. SOUTH BASIN PROJECTS
3.4.10 SFU-C-0003 (Multiple PSs – O’Neal Lane – Interstate 12)
The SFU-C-0003 (Multiple PSs – O’Neal Lane – Interstate 12) project has been combined
with SFU-C-0002 (Multiple Pump Stations - Jones Creek Road - Tiger Bend Road) and SFU-
C-0004 (Multiple Pump Station - O’Neal Lane-S. Harrell’s Ferry Road) from the October
2008 PDP. The combined project has been designated SFU-C-0002 (O’Neal Lane PS Projects)
and is described in Section 3.4.8.
3.4.11 SFU-C-0004 (Multiple Pump Stations – O’Neal Lane – South Harrell’s Ferry
Road)
The SFU-C-0004 (Multiple Pump Stations –O’Neal Lane – South Harrell’s Ferry Road)
project has been combined with SFU-C-0002 (Multiple Pump Station - Jones Creek Road -
Tiger Bend Road) and SFU-C-0003 (Multiple Pump Station - O’Neal) from the October 2008
PDP. The combined project has been designated SFU-C-0002 (O’Neal Lane Pump Station
Improvements) project and is described in Section 3.4.8.
3.4.12 SFU-C-0005 (O’Neal Lane Pipeline Improvements)
Project Description
Purpose of the Project / Project Background
The SFU-C-0005 (O’Neal Lane Pipeline Improvements) project includes segments
previously included in SFU-C-0005 (O’Neal Lane - Tiger Bend Road) and SFU-C-0006
(O’Neal Lane - Jones Creek Road).
The project involves upsizing of gravity main in an area that extends north of Florida Blvd
to the Monticello Subdivision and continues south to include the Shenandoah and Old
Jefferson areas of East Baton Rouge Parish. The upgrades are developed to alleviate chronic
SSOs at pump stations and increase the gravity main capacity. The forcemain upgrades are
in an area that extends north of Florida Blvd to the Monticello Subdivision and continues
south to include the Shenandoah and Old Jefferson areas of East Baton Rouge Parish. The
upgrades are developed to alleviate chronic SSOs at the pump stations and increase the
forcemain capacity.
Location
This project involves the replacement of portions of the South Forced Upper gravity main
and forcemain systems and is shown in Figure 3-37. A majority of the contributing flows are
from residential areas.
The gravity main upgrades are divided into the following segments.
Gravity segment 189-00022 to PS 189 starts north of Rhonda Avenue at manhole 189-00022
and travels west in a servitude that parallels Rhonda Avenue to PS 189, which is located
north of Rhonda Avenue near Outrigger Avenue.
Gravity segment 224-00091 to PS 224 starts at manhole 224-00091 and continues
approximately 500 feet east to PS 224. This main is located west of the cul-de-sacs for
Banyanwood Avenue and Westwood Court.
Gravity segment 211-00048 to 211-00001 starts at manhole 211-00048, which is located near
the intersection of Burnt Oak Drive and Woodlake Drive. From this location, the gravity
main travels generally north before reaching manhole 211-00001. This gravity main acts as
an overflow line to the existing gravity main.
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SECTION 3. SOUTH BASIN PROJECTS
Gravity segment 177-00180 to 177-00010 starts at manhole 177-00180. From this location, it
continues northerly along Kennesaw Drive, replacing existing gravity pipe, to Missionary
Ridge Court, then northeast along Missionary Ridge Court to manhole 177-00010.
Gravity segment 112-00013 to PS 112 starts southwest of the Antioch Blvd and Antietam
Avenue intersection. The gravity line travels southwest until reaching PS 112, located
northeast of the Confederate Avenue and Chattanooga Drive intersection.
Gravity segment 110-00088 to 110-000001 starts at the intersection of Confederate Avenue
and Tiger Bend Road. The gravity line travels west along Tiger Bend Road until reaching PS
111, located at the intersection of Tiger Bend Road and Green Trails Boulevard.
Gravity segment 170-00022 to 170-00015 begins at manhole 170-00022, which is located on
the north side of Tiger Bend Road west of Jones Creek Road. From there, it continues west
for approximately 1,100 feet to manhole 170-00015.
Gravity segment 170-00015 to 170-00001 begins at manhole 170-00015, which is located near
the south end of Chaucer Street. From there, it continues south for approximately 1,300 feet
and crosses Tiger Bend Road before turning east near Kimbleton Avenue. After turning east,
the gravity main travels approximately 1,550 feet east and south to manhole 170-00001 near
PS 170.
Gravity segment 170-00167 to 170-00001 begins at manhole 170-00167 near the north end of
Board Road. From there, it continues approximately 750 feet north and east to node 170-
00001 near PS 170.
Gravity segment 170-00110 to PS 170 begins at manhole 170-00110 near the intersection of
Vice President and Profit Avenue and continues west to 170-00023A. This gravity main acts
as an overflow line to the existing gravity main. The gravity main from 170-00023A to PS
170 will be replaced.
Gravity segment 148-00037 to 148-00034 begins at manhole 148-00037. The gravity segment
travels west to Parkforest Drive, then south to manhole 148-00034, which feeds into PS 148
near the intersection of Parklawn Avenue and Parkforest Drive.
The forcemain upgrades consist of the following segments.
Forcemain segment PS 153 to SS11 starts outside the property boundary of PS 153. Upon
leaving the pump station, the forcemain travels southwest for approximately 800 feet along
Woodvale Drive to the intersection of Woodvale Drive and Mockingbird Lane where it then
travels 545 feet to the west, where it enters a manifold intersection with an existing 12-inch
forcemain at node SS11.
Forcemain segment PS 101A to SS32 starts outside the property boundary of PS 101A. Upon
leaving the pump station, the forcemain travels southeast until reaching SS32, located at Old
Hammond Highway and O’Neal Lane.
Forcemain segment SS24 to SS36 starts west of South Choctaw Drive, above Florida
Boulevard. The forcemain travels southwest, crossing Florida Blvd near O’Neal Lane
intersection and crossing O’Neal Lane. The forcemain segment ends at SS36 and is located
near the O’Neal Lane and Strain Road intersection.
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SECTION 3. SOUTH BASIN PROJECTS
Forcemain segment PS 104 to SS64 starts outside the property boundary of PS 104. Upon
leaving the pump station, the forcemain travels south for approximately 200 feet to node
SS68 and enters a servitude where it turns east and follows the servitude for approximately
3,800 feet to node SS64, where it intersects a manifold forcemain at O’Neal Lane.
Forcemain segment PS 224 to SS96 begins outside the property boundary of PS 224. Upon
leaving PS 224, the forcemain travels south for approximately 900 feet before reaching
Firewood Drive. At Firewood Drive, the forcemain turns east and follows the ROW for
approximately 2,300 feet to the intersection of O’Neal Lane where it manifolds with node
SS96.
Forcemain segment PS 173 to PS 173DS starts outside the property boundary of PS 173, east
of Sessions Drive. The forcemain travels west to PS 173FM, then north until reaching PS
173DS, located southwest of Colonel Allen Court and General Prentiss Avenue intersection.
Forcemain segment PS 162 to SS109 starts at PS 162, which is located at the intersection of
General Prentiss Avenue and President Davis Drive. Upon leaving PS 162, the forcemain
travels generally north for approximately 2,800 feet before reaching node SS130 where it
continues approximately 300 feet north to PS 162. The forcemain upsize continues north of
PS 162 and travels approximately 1500 feet north to the intersection of Harrell’s Ferry Road
where it manifolds with node SS109.
Forcemain segment PS 211 to 316-00001 starts outside the property boundary of PS 211.
Upon leaving PS 211, the forcemain travels approximately 1,100 feet north along Woodlake
Drive to manhole 316-00001 near PS 316.
Forcemain segment PS 316 to SS147 outside the northern property boundary of PS 316.
Upon leaving PS 316, the forcemain travels north along Woodlake Drive for approximately
2,000 feet to node SS 173 and the intersection of South Harrell’s Ferry Road. At South Harrell’s
Ferry Road, the forcemain turns west and continues for approximately 5,600 feet to node
SS147 where it ties into a larger forcemain, which continues along South Harrell’s Ferry
Road.
Forcemain segment PS 296 to 211-00051 starts outside the property boundary of PS 296.
Upon leaving PS 296, the forcemain travels approximately 400 feet north and east where it
crosses West Piney Point Avenue. It then continues west along West Piney Point Avenue,
then north along Burnt Oak Avenue, the east along Woodlake Drive to manhole 211-00048.
Forcemain segment PS 347 to 247-00001 starts outside the property boundary of PS 347.
Upon leaving PS 347, the forcemain travels approximately 500 feet west between South
Shore Drive and Double Tree Drive and into a servitude. At this point, the forcemain
continues approximately 500 feet along the servitude and then heads southwest toward the
intersection of Double Tree Drive and Feather Nest Lane. The forcemain continues
approximately 400 feet into another servitude located between Double Tree Drive and
Wildlife Way Drive and then turns northwest. The forcemain follows the servitude for
approximately 450 feet to a point located between Hagerstown Drive and Double Tree
Drive. The forcemain then continues west in a servitude, crossing Hagerstown Drive, for
approximately 2,400 feet to manhole 247-00001, which then ties into PS 247.
Forcemain segment PS 247 to SS274 continues outside the property boundary of PS 247.
Upon leaving PS 247, the forcemain travels approximately 800 feet west in a servitude to
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SECTION 3. SOUTH BASIN PROJECTS
East Achord Road. At East Achord Road, the forcemain turns south and travels
approximately 2,100 feet to node SS274 where it ties into a larger manifolded forcemain,
which continues along Tiger Bend Road.
Forcemain segment PS 213 to SS274 begins outside the property boundary of PS 213. Upon
leaving PS 213, the forcemain travels approximately 250 feet south to Tiger Bend Road
where it then turns west and continues approximately 1,200 feet to node SS274.
Forcemain segment SS274 to SS248 begins at node SS274 and continues west along Tiger
Bend Road for approximately 1,500 feet to node SS282 where it receives flow from a 4-inch
forcemain and increases in size. From node SS282, the forcemain continues west along Tiger
Bend Road for approximately 6,200 feet to the intersection of Antioch Road where it turns
south and then continues approximately 250 feet to node SS275. From SS275, the forcemain
turns west again and continues approximately 1,800 feet in a servitude to node SS265 where
it receives flow from a 10-inch forcemain and increases in size. From SS265 the forcemain
continues approximately 1,900 feet west to node SS248 near PS 274.
Forcemain segment PS 112 to 110-00088 begins at PS 112 and continues north to Antioch
Boulevard before turning west and south along Confederate Avenue to Tiger Bend Road at
manhole 10-00088.
Forcemain segment SS196 to SS243 begins at node SS196 located at George O‘Neal Road and
approximately 170 feet east of the intersection of Cumberland Cove Drive. The forcemain
continues west for approximately 650 feet before turning south into a servitude. The
forcemain then continues south for approximately 1,500 feet before entering the property
boundary of BPS777. The forcemain continues along Sleepy Hollow Drive, then west along
Ferrell Avenue to Jones Creek Road where it manifolds into the existing forcemain.
Forcemain segment PS 258 to SS192 begins outside the property boundary of PS 258. Upon
leaving the pump station, the forcemain travels along White Tail Court for approximately
1,200 feet to node SS192 where it intersects a manifold forcemain at the corner of White Tail
Court and Antler Drive.
Forcemain segment PS 172 to PS 172DS begins outside the boundary of PS 172. Upon
leaving the pump station, the forcemain travels west along Altus Avenue then north along
Estelle Drive to PS 172DS where it joins a forcemain.
Forcemain segment PS 170 to SS268 begins outside the property boundary of PS 170. Upon
leaving the pump station, the forcemain travels west along Kimbleton Avenue until
reaching SS268, located near the intersection of Kimbleton Avenue and Jefferson Highway.
Forcemain segment PS 148FM to 147-00057A begins outside the boundary of PS 148 at node
PS 148FM, east of the intersection of Parkview Church Road and Superior Drive. From that
location, the forcemain travels approximately 1,500 feet south and east to node 147-00057A
where it joins a manifold forcemain.
Forcemain segment PS 147 to SS268 includes a forcemain that begins outside the property
boundary of PS 147. Upon leaving the pump station, the forcemain travels approximately
3,000 feet south and west to node SS268 where it joins a manifold forcemain near Jefferson
Highway.
PS 77 forcemain begins at PS 77, located northeast of the intersection of Deerpath Way and
Woodland Ridge Blvd, and continues west along an existing servitude to Woodland Ridge
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SECTION 3. SOUTH BASIN PROJECTS
Blvd, where it then parallels Woodland Ridge Blvd north to SS102A, located near the
intersection of South Harrells Ferry Road.
PS 379 forcemain begins at PS 379, located near the intersection of Jefferson Highway and
Tiger Bend Road and parallels Tiger Bend Road east to 201-00009, located east of the
intersection of Tiger Bend road and Quinn Road. PS 139 forcemain begins at PS 139, located
near the intersection of Firewood Drive and Stonewood Drive, and parallels Firewood Drive
east, then turning north to 224-00001, located near the intersection of Balsawood Drive and
Banyanwood Avenue.
PS 189 forcemain begins at PS 189, located south of the intersection of Jester Avenue and
Boreas Drive, and parallels Jester Avenue before turning north then east to intersection BPS
100A.
PS 191 forcemain begins at PS 191, located south of the intersection of Catline Drive and
Caesar Avenue, and continues west within an Entergy transmission servitude to node SS60
where it joins a manifold forcemain along O’Neal Lane.
Scope
This project includes construction of approximately 850 feet of 15-inchgravity sewer
upstream of PS 62; approximately 210 feet of 18-inch gravity sewer upstream of PS 189;
approximately 945 feet of 18-inch gravity sewer upstream of PS 224; approximately 2,400
feet of 12-inch gravity sewer upstream of PS 211; approximately 1,000 feet of 12-inch gravity
sewer upstream of PS 177; approximately 1,030 feet of 18-inch gravity sewer upstream of PS
112; approximately 310 feet of 15-inch and 24-inch gravity sewer upstream of PS 110;
approximately 6,710 feet of 12-inch, 15-inch, and 18-inchgravity sewer upstream of PS 170;
approximately 600 feet of 8-inch sewer upstream of PS 148; and approximately 80,000 feet of
6-inch, 8-inch, 10-inch, 12-inch, 14-inch, 16-inch, 18-inch, 20-inch, 24-inch, 30-inch, 36-inch,
and 42-inch forcemain in the South Forced Upper Basin.
Table 3-24 shows the detailed scope of this project.
TABLE 3-24
SFU-C-0005 (O’Neal Lane Pipeline Improvements) – Pipeline Information
Existing
US Node DS Node
Length
(ft)
Diameter
(in)
Proposed
Diameter
(in)
062-00048 062-00014 850 New 15
189-00022 PS189 210 8 18
224-00091 224-00057 500 8 12
224-00057 224-00001 445 8 12
211-00048 211-00001 2,400 New 12
177-00180 177-00010 1,000 New 12
112-00013 112-00002 830 10 18
112-00002 PS112 200 10 18
110-00088 110-00001 240 10 15
110-00001 PS111 70 10 24
170-00022 170-00015 1,100 10 12
170-00015 170-00005 2,100 10 15
170-00005 170-00001 750 10 15
170-00167 170-00001 600 10 18
170-00110 170-00023A 1,900 New 12
Comments
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SECTION 3. SOUTH BASIN PROJECTS
TABLE 3-24
SFU-C-0005 (O’Neal Lane Pipeline Improvements) – Pipeline Information
Existing
US Node DS Node
Length
(ft)
Diameter
(in)
Proposed
Diameter
(in)
170-00023A 170-00001 200 10 21
170-00001 PS170 60 15 21
148-00037 148-00034 600 New 8
PS 153 SS11 1,300 4 6
PS 101A SS32 1,700 6 8
SS24 SS32 3,220 14 18
SS32 SS36 1,300 16 20
PS 104 SS69 220 10 16
SS69 SS64 3,800 16 24
PS 224 SS96 3,300 10 12
PS173 PS173DS 3,100 4 6
PS162 SS109 1,500 6 8
PS 211 316-00001 1,100 6 14
PS 316 SS173 1,300 8 14
SS173 SS147 6,300 10 14
PS 296 211-00048 2,200 6 8
PS 347 SS222 3,100 4 8
SS222 247-00001 1,100 6 8
PS 247 SS274 3,100 8 12
PS 213 SS274 1,400 4 6
SS274 SS282 1,600 10 12
SS282 SS265 7,300 12 16
SS265 SS248 1,900 16 24
PS 112 110-00088 4,400 6 10
SS196 BPS 777 2,100 30 36
BPS 777 SS522 2,100 30 36
PS 258 SS192 1,200 4 6
PS 172 PS172DS 500 4 6
PS 170 SS268 4,800 New 20
PS148FM 147-00057A 1,500 4 6
PS 147 SS268 3,000 8 10
PS 77 PS77DS 1,200 New 10
PS 379 201-00009 1,500 4 6
PS 139 224-00001 1,900 New 4
PS 189 BPS 100A 3,000 New 8
PS 191 SS60 3,000 8 10
Note: The existing pipe sizes and lengths were obtained from the BTRSSO hydraulic model.
Total Construction Bid Amount is $14,100,000.
Scheduled Design Appropriation Year was 2009.
Scheduled Construction Appropriation Year is 2011.
Design is On-Going.
Comments
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REV. 5

Mike
O'Neal
Elliot
#
#
#
Toulon
#
Richcroft
#
#
Stan
Bard
Catalpa
Archery
PS50
#
PS171
McCann
#
#
#
#
Baylor
Havenwood
Investor
PS314
Wilton
Stacy
Airline
#
Choctaw
Elva
#
#
#
#!R
#
Pecue
Woodcliff
PS169
#
SS102A
Stumberg
Chene
PS77
Flannery
#
Torrey Pine
#
#
#
PS295
#
#
#
#
#
#
!R
#!R
!R
#
#!R
#!R
#!R
!R!R !R
!R
#
#
062-00002 PS62
#
062-00048
!R
#!R
!R
#
#
#
#
#
SS11 #!R
SS24
191-00065 191-00001
104-00050
PS104
SS69 SS64 !R !R
# #
!R
SS75 # PS191
#!R!R
146-00018
BPS100A
!R 189-00022 PS189
PS448
PS156
Tollway
Westridge
Sunnyhill
Katherine
PS215
Florida
Choctaw
146-00031
146-00015
224-00001 PS224
224-00057
SS109
PS173DS PS162
Coursey
PS162
Canterdale
Lily
Terrell
Jones Creek
BPS508
PS41
224-00060
Lirocchi
!R
!R
!R
Park
SS32
SS36
PS225
#
SS96
BPS889 SS148
Antietam
Strain
Centurion
PS377 PS345
#
# #
#
PS402
PS392
Deer Lake
#
PS173
# # PS442
#
#
#
# #!R
#
PS427
SS173
PS270
PS346
!R
PS403
PS390
#
#
PS211DS PS316
PS134
#!R
#
#
PS258
SS192
#
#
#
211-00001 PS211
PS217
PS256
!R !R
#
!R
#
PS396 #
SS196
211-00038 211-00037
# # !R
#
!R !R #
#
!R !R !R !R!R!R
148-00038
177-00021
PS148
BPS777 SS207 !R 177-00025
PS296
!R
177-00179
#
!R #!R
148-00034
!R!R
PS172 !R
!R!R
177-00180
147-00057A # #
#
#!R
PS360
!R
274-00009
#
#
PS347
SS222
274-00005
112-00013 247-00001 PS247 #!R
#!R!R
#
!R
#
!R # !R !R !R
!R
!R
PS347
274-00002
110-00107
112-00002
!R !R PS112
!R
SS241 !R #!R
PS147 PS147
SS248
# # #
!R
110-00113
#
# !R
SS268
!R!R SS265
PS213
SS243#
!R!R
#!R
!R
!R
170-00008 SS291 PS111
# # SS282
# #
!R
!R
!R #
!R !R !R
170-00001
!R
!R PS170 170-00110 PS438
SS274
!R!R !R
170-00002
170-00037
170-00039 #
#
PS157
#
#
Legend
Proposed
O'Neal Ln. Pipeline Improvements
Existing
#I
³
New Pump
Exist. Gravity
Stations
SFU-C-0005
Exist. Forcemain
New Gravity Main
# Exist. Pump Station
New Force Main
Project Vicinity Map
!R Manholes\Nodes
") New Storage Facility Figure 3-37
East Baton Rouge Parish
!R
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP-2010_mpj112310
0 2,750 5,500
Feet
George Oneal
Hoyt
!R
#
I-12
PS149
PS326
SS147
Monitor
Achord
PS391
Tiger Bend
Deer Park
Babin

SECTION 3. SOUTH BASIN PROJECTS
3.4.13 SFU-C-0006 (O’Neal Lane – Tiger Bend Road)
The SFU-C-0006 (O’Neal Lane – Tiger Bend Road) project has been combined with SFU-C-
0005 (O’Neal Lane - Jones Creek Road) from the October 2008 PDP. The combined project
has been designated SFU-C-0005 (O’Neal Lane Pipeline Improvements) project and is
described in Section 3.4.11.
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SECTION 3. SOUTH BASIN PROJECTS
3.5 South WWTP Projects
3.5.1 STP-C-0001 South WWTP – Phase 1
Project Description
Purpose of the Project/Background Information
The existing unit processes at the South WWTP have been designed and constructed to
process a peak hydraulic capacity of 119 million gallons per day (MGD). Based on the 2-yr
12-hr design storm, the predicted future peak hydraulic flow to this facility after
improvements to collection and conveyance infrastructure is 273 MGD. The C-P is also
going to consolidate the Central WWTP and the South WWTP, with all flow being diverted
to the South WWTP for treatment. The predicted future peak wet weather flow from the
Central WWTP is 93 MGD. Therefore, the total predicted wet weather peak flow to the
South WWTP after the Central Consolidation is 366 MGD. To accept and treat this flow,
several wet weather improvements must be constructed at the South WWTP. These
improvements will be achieved in two projects, specifically the STP-C-0001 (South WWTP –
Phase 1) project and the STP-C-0002 (South WWTP – Phase 2) project.
Location
The South WWTP is located at 2850 South Gardere Lane, and its outfall is located at
geographical coordinates of latitude 30° 20’ 27” north and longitude 91° 08’ 52” west.
Scope
The South WWTP will be upgraded to process wet-weather flows up to 366 mgd. Influent
flows will be equalized to allow not more than a 200 mgd maximum flow to the treatment
facilities. Sixty-six (66) million gallons (MG)of equalization storage will be provided for this
purpose.
The existing gravity pump station at the South WWTP will be modified as part of this
project to pump to a new preliminary treatment facility. An additional new raw
wastewater/equalization pump station will also be constructed to convey flows from the
forcemain system (existing South Suburban Transportation Network [STN]; new Pump
Station 58A; and Central Consolidation). This pump station will have the capability to pump
either to the preliminary treatment facility or to the storage facilities. This pump station will
also accept flow from the storage facilities when flow is returned after a wet weather storage
event. Raw sewage pumped from the modified gravity pump station and the new forcemain
pump station to the process train will be directed into a new preliminary treatment facility
sized to process 200 MGD. Both of the existing preliminary treatment facilities will be
demolished and replaced by this single system. The proposed preliminary treatment facility
will screen and degrit the influent wastewater.
This project also includes odor control facilities for the influent pump stations, storage
facilities, and preliminary treatment facility. A new electrical substation is also included in
this project. The remainder of the South WWTP improvements are described in STP-C-0002
(South WWTP – Phase 2). All of the proposed Phase 1 improvements are shown on the
process flow diagram presented as Figure 3-38. Principal Phase 1 project elements are:
Modify existing gravity pump station to pump 62 MGD to new headworks
Construct a new raw wastewater (138 MGD)/equalization (166 mgd) pump station and
force main system
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SECTION 3. SOUTH BASIN PROJECTS
Below-grade concrete dry well/wet well-type structure. No building.
Dry-pit submersible pumps with variable frequency drives (VFDs)
Electrical building to house electrical systems and controls
Facility includes discharge flow meters
Facility is covered and includes odor control provisions
Construct covered storage for flows in excess of 200 mgd
Circular lined above-ground tanks (3 at 20 MG and 1 at 6 MG)
Return line with control valve and flowmeter to convey return flow to forcemain
system raw wastewater pump station
Mixers are provided for 6 MG tank that will receive initial flows. Hydrants will be
provided for cleaning.
Odor control facilities included
Construct 200 MGD preliminary treatment facility
Elevated facility, constructed of cast in place concrete
Facility contains both screening and grit removal equipment
Six screening channels
Six gravity vortex grit units
Odor control facilities included.
A splitter box is constructed on the end of the facility to split plant flow between the
dry-weather and wet-weather process trains during wet-weather events. Splitter box
conveys 120 MGD to dry-weather train, and 80 MGD to wet-weather train.
Construct new electrical substation and electrical building.
Yard piping
Site work
Demolition
Total Construction Bid Amount is $108,200,000.
Scheduled Design Appropriation Year was 2008.
Scheduled Construction Appropriation Year was 2009.
Construction is On-Going.
GNV31031158547.DOCX/103440004 3-102 JANUARY 2011
REV. 5

N
Feet
0 50 100 150 200
Legend
IAP
Phase 1
Phase 2
Preliminary
Treatment
Facility
Screenings/Grit
i i
Building
Odor
Control
Units
Force Main
RW/EQ
Pump Station
Standby
Generators
Staring Staring Lane Lane Extension Extension
Odor
Control
Main Electrical
Building
Utility
Substation
Ferric Storage
Thickened Sludge
Mixing Tanks
Flow Equalization Tanks
Final
l
Settling
Tanks
9-12
GBT Building
Dewatering Building
RSS/WSS
Pump
Station
Odor Control
Polymer Storage
Flow Splitter Structure
Anaerobic Digesters
Solids Contact
Basins
RSS PS
Blower-Electrical
Sodium Hypochlorite
Building
Day Tank Facility
Odor
Control
Trickling Filter
Pump Station
Electrical
Building
Polymer
Storage
Gravity
Influent
Pump
Station
GIPS
Electrical/
Control
Building
Administration
m
Building
d
Laboratory
o
Building
d
Chlorine Contact Basin
Sodium Hypochlorite Storage Facility
Effluent Pump Station
FIGURE 3-38
SWWTP IMPROVEMENT PROJECTS
WBG110310211718GNV Fig3-38_dn00c503_350589_Rev11-04-10-01 LED

SECTION 3. SOUTH BASIN PROJECTS
3.5.2 STP-C-0002 South WWTP – Phase 2
Project Description
Purpose of the Project/Background Information
Existing unit processes at the South WWTP have been designed and constructed to process
a peak hydraulic capacity of 119 MGD. Based on the 2-yr 12-hr design storm, the predicted
future peak hydraulic flow to this facility after improvements to collection and conveyance
infrastructure is 273 MGD. The C-P is also going to consolidate the Central WWTP and the
South WWTP, with all flow being diverted to the South WWTP for treatment. The predicted
future peak wet weather flow from the Central WWTP is 93 MGD. Therefore, the total
predicted wet weather peak flow to the South WWTP after the Central consolidation is 366
MGD. To accept and treat and this flow , several wet weather improvements must be
constructed at the South WWTP. These improvements will be achieved in two projects,
specifically the STP-C-0001 (South WWTP – Phase 1) project and STP-C-0002 (South WWTP
– Phase 2) project.
Location
The South WWTP is located at 2850 South Gardere Lane, and its outfall is located at
geographical coordinates of latitude 30° 20’ 27” north and longitude 91° 08’ 52” west.
Scope
The South WWTP will be upgraded to process wet-weather flows up to 366 MGD. The STP-
C-0001 South WWTP Phase 1 project includes influent pumping, equalization storage, a
preliminary treatment facility. This project begins downstream of the preliminary treatment
facility and includes additional wet weather treatment improvements at the South WWTP.
Some of the project improvements are required due to wet weather and some are required
from the Draft Wastewater Master Plan (CH2M HILL, May 2008).
Wet Weather Improvements
From the preliminary treatment facility, wastewater up to 120 MGD will flow by gravity to
the existing primary clarifiers. Flows in excess of 120 MGD (up to 80 MGD) will flow from
the preliminary treatment facility to new solids contact basins (SCBs). Under this scenario,
up to 120 MGD of preliminary treated wastewater will flow from the preliminary treatment
facility through the existing primary clarifiers and the existing trickling filters (TFs). The
upgraded secondary treatment process will contain both TFs and SCBs. Normally, flows up
to 120 MGD will be pumped into the TFs and then be pumped into the SCBs. Trickling Filter
recirculation is part of the ongoing IAP projects at the plant
Additional final settling tanks must also be provided to manage the 200 MGD wet-weather
flow condition. The existing disinfection system will be converted from gaseous chlorination
to hypochlorite disinfection for excess flows above 120 MGD. A new effluent pump station
and outfall piping will be added. These improvements are shown also on Figure 3-38.
Principal project elements include the following:
Construct Solids Contact Basins Return secondary and waste secondary sludge pump
stations for sludge return from the final settling tanks to the solids contact basins, and
for sludge wasting to the gravity belt thickeners
GNV31031158547.DOCX/103440004 3-105 JANUARY 2011
REV. 5

SECTION 3. SOUTH BASIN PROJECTS
A splitter box is constructed on the end of the solids contact basins to distribute the
flow between the existing and proposed final settling tanks
Construct four additional final clarifiers at 134-foot diameter each
Conversion of chlorine gas disinfection to hypochlorite disinfection and construction of
an additional chlorine contact basin
Construction of a new effluent PS (200 MGD)
Existing PS will be abandoned
New PS will consist of vertical turbine pumps mounted on a concrete slab. Discharge
piping and flow metering will be above grade.
Construction of parallel effluent pipeline and river outfall structure
Construction of odor control for the primary clarifiers effluent weirs and the existing
solids processing building.
Yard piping
Site work
Demolition
Methane storage/power conversion facilities
Miscellaneous yard piping and electrical
Preliminary Master Plan Improvements
Several Master Plan improvements were outlined in the Draft Wastewater Master Plan
(CH2M HILL, May 2008). The following are the principal project elements as modified
during the project design.
Secondary electrical source consisting of on-site engine/generators
Improvements to the existing solids thickening and dewatering facilities including new
thickened sludge mixing tanks
Repair and improvements to existing anaerobic digesters including a new sludge
heating system utilizing digester gas and hot water boilers
Rehabilitation of existing buildings
Construction of a plant SCADA system
Construction of new laboratory and administration buildings
Total Construction Bid Amount for the Wet Weather Improvements is $92,200,000.
Total Construction Bid Amount for the Preliminary Master Plan Improvements is
$15,000,000.
Total Construction Bid Amount for the entire project is $107,200,000.
Scheduled Design Appropriation Year was 2009.
Scheduled Construction Appropriation Year is 2011.
Design is On-Going.
GNV31031158547.DOCX/103440004 3-106 JANUARY 2011
REV. 5

SECTION 3. SOUTH BASIN PROJECTS
3.5.3 South WWTP Immediate Action Projects
Project Description
Purpose of the Project/Project Background
The South WWTP is under consent decree due to NPDES Permit violations related to total
suspended solids (TSS) and biochemical oxygen demand (BOD). The WWTP is presently
required to meet a 30-MG TSS/L and 30-MG BOD/L monthly average and 45-MG TSS/L
and 45-MG BOD/L weekly average discharge standard.
A number of improvement projects will be implemented to assist the plant in complying
with its effluent permit limits. These improvements will be implemented early in the
program to bring the plant into compliance as soon as possible under dry weather
conditions.
The screenings improvements project that was formerly in this project has been moved to
STP-C-0001 (South WWTP Phase 1). The effluent pumping station stabilization project has
been completed.
Location
The South WWTP is located at 2850 South Gardere Lane.
Scope
The improvement projects have been grouped together for their implementation. A
description of each group of projects follows.
Primary Treatment Improvements
Primary treatment improvements will be implemented to improve the reliability of the
primary settling tanks and consistently meet BOD and TSS effluent limits.
The first project element includes the addition of ferric chloride and polymer injection
systems for enhanced BOD/TSS removal. This element includes installation of chemical
storage and feed systems on both the gravity and forcemain trains of the plant.
The second project element includes various improvements to the primary settling tanks to
improve their mechanical reliability. There are six existing tanks. Several of these tanks
currently experience significant down time due to issues with mechanical reliability. DPW
operations staff also experience difficulty in removing sludge from the clarifiers, which
could be associated with issues such as improper collector mechanism speed, pump
capacities, pump cycle times, or a combination thereof. The following improvements have
been identified for enhanced operational reliability:
Repair/Replace clarifier mechanisms and components. Improvements include
replacement of boards, wear strips, sprockets, drives, and expansion joints. Some
clarifiers will require new chain.
Replace existing sludge pumps. The current piston pumps have significant
maintenance problems. New pumps will be installed to ensure sludge removal design
criteria are met.
The third project element includes the addition of flow control/flow measurement devices
at several splitter boxes. The plant has several structures designed to split the flow between
process trains, and between discrete basins. These flow splits occur by gravity flow over
GNV31031158547.DOCX/103440004 3-107 JANUARY 2011
REV. 5

SECTION 3. SOUTH BASIN PROJECTS
weir gates. Currently, there is no means to monitor or control the flow splits, or determine
proper distribution to downstream facilities. To improve this, weir gate electric actuators
and level (flow) elements will be installed at splitter boxes No. 1 and 2.
Trickling Filter Improvements
The secondary treatment process consists of two separate trickling filter, final settling tank,
and effluent PS trains. An upstream splitter box receives flow from the primary clarifiers,
and splits it to the two secondary trains. The following improvements will assist in
achieving permit compliance.
Construction of a new Trickling Filter Pump Station. This includes two independent
sides, the Trickling Filter Recirculation Pump Station and the Trickling Filter Effluent
Pump Station. The Recirculation Pump Station is needed to maintain proper wetting
rates on the trickling filters.
Construction of new Electrical Building.
Construction of new flow splitting structure to divide the pump station effluent flow
among existing clarifiers.
Construction of new piping, valves, flow meters, pipe supports, concrete structures,
piping tie-ins, and other work to deliver primary effluent flow to the new station, to
pump primary effluent to the existing trickling filter splitter boxes at a controlled rate, to
deliver return flow from the trickling filters to the new pump station, and to deliver
trickling filter effluent at a controlled rate to the flow splitting structure and form there
to the existing clarifiers.
Sludge Handling Improvements
Improvements to the sludge handling systems are as follows:
Gravity Thickeners and Thickened Sludge Pump Station Rehabilitation. The gravity
thickener complex has not been in service for many years. The complex will be
rehabilitated so that primary and secondary sludge can be evacuated in a timely manner
from process facilities, and allow for thickening prior to anaerobic digestion. The
thickened sludge will enhance the digestion unit process. Improvements include
replacing gravity thickeners, and rehabilitating/replacing sludge pump station
components.
Final Settling Tank Sludge Withdrawal Improvements. Sludge pumps from each
settling tank complex discharge through a common header and do not provide adequate
withdrawal. A new larger diameter pump discharge manifold will be installed to
increase pumping capacity.
Total Construction Bid Amount is $25,632,000.
Construction is On-Going.
GNV31031158547.DOCX/103440004 3-108 JANUARY 2011
REV. 5

SECTION 4
Central Basin Projects
Section 4 presents summaries of the Central Gravity System Comprehensive Rehabilitation
Projects, the Central Gravity System Capacity Improvement Projects, and the Central
Consolidation Projects. These projects are shown on Figures 4-1 and 4-2. As of October 30,
2010, there are approximately six projects under construction and eight projects under
design in the Central Basin.
The project summaries presented herein represent the information available during this
annual update period. The PDP will be revisited on an annual basis and revised, as
necessary, based on results of additional hydraulic wastewater modeling, immediate needs,
DPW and public input, and other factors.
GNV31031158548.DOCX/103440008 4-1 JANUARY 2011
REV. 5

SECTION 4. CENTRAL BASIN PROJECTS
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GNV31031158548.DOCX/103440008 4-2 JANUARY 2011
REV. 5

3rd
Lupine
9th
15th
15th
17th
18th
19th
22nd
25th
26th
31st
32nd
35th
West
39th
39th
East
47th
48th
49th
Elm
Topaz
Garnet
Waverly
Bank
Whitter
Juban
Alello
Monet
³
Rivermeadow
Riverbend
Dakin
River
Garfield
3rd
Stadium
Gourrier
Lafayette
St Philip
Emma
Emma
Haig
Chimes
Dort
St Louis
4th
Iowa
6th
South
Aster
5th
Europe
Mayflower
Iris
St Ferdinand
Oklahoma
Wyoming
Irby C Nichols
Eiland
Miller
Capitol Lake
4th
Laurel
North
Garner
Johnson
Alaska
Neosho
State Capitol
Lakeland
5th
Terrace
Grant
St Charles
Royal
Napoleon
Taylor
7th
France
Veta
Chatsworth
Iowa
Azalea
St Joseph
Van Buren
Maximillian
Nicholson
Sorrel
§¨¦I-110
Mc Kinley
Arbutus
8th
Tyler
Field House
Tigerland
Roosevelt
Manda
Pittsburg
Joplin
De Queen
Mansfield
Lakeridge
Margaret
Mary
Polk
Y A Tittle
Campus
Alvin Dark
Alice
10th
Julia
Terrace
Swart
Kansas
Highway
Howard
Nebraska
Harding
Bob Pettit
11th
Thomas H Delpit
Taft
Grant
State
Scenic Hwy. - Spanish Town Rd. Sharlo PHASE 1
Harwich
Harrison
Riverwood
7th
8th
8th
Rehabilitation Projects
3Wastewater Treatment Plant
Project Name
Foster Dr. - Government St.
Acadian Thrwy. - Perkins Rd.
Stanford Ave. - Morning Glory Rd.
Acadian Thrwy. - Claycut Rd.
Highland Rd. - Washington St.
7th
8th
8th
9th
Dot
Brightside View
11th
Infirmary
Milford
Hart
13th
Tower
12th
Boyd
Brightside
Lockwood
Beaumont
Dooley
12th
America
Louisiana
East
10th
Louise
Scenic Hwy. - Spanish Town Rd. PHASE 2
East Blvd. - Government St.
Central Basins
Iris
12th
Gsu
17th
16th
18th
Parker
Cedar
19th
Bay
Foss
Spanish Town Road
Eddie Robinson Sr
14th
Braddock
13th
Mc Calop
Georgia
Chimes
Janet
Jennifer Jean
14th
14th
Grant
Vicaro
Iberville
15th
Washington
14th
Kentucky
Doris
15th
Linwood
Smith
Louise
Harrison
Georgia
15th
Marcellious
Fig
Maryland
Ivanhoe
Campus Lake
16th
North
Swire
16th
Oleson
Ontario
17th
Gracie
Gayosa
Convention
Missouri
16th
Brice
Park
Dalrymple
Alamoster
Lobelia
Scenic
Olive
Pocahontas
Burbank
Hiawatha
23rd
Wisteria
Oleander
Lehmann
June
Amherst
17th
18th
Fig
Dean Lee
17th
Etta
L S U
20th
Galvez
Farrar
Louisiana
Cherokee
Tulip
May
Lakeshore
Pontiac
21st
Tecumseh
Kleinert
Iberia
Uncas
America
Delgado
Navajo
Osceola
Birch Birch
Cherry
April
Cornell
Cable
Gordon
Adams
March
Issac Cline
Yale
Baton Rouge
Weller
Tuscarora
Calumet
Pawnee
Shawnee
City Park
Henry Adams
19th
Navajo
Erie
Monroe
20th
Spain
Seminole
Magnolia
Willow
Canonicus
Iroquois
Myrtle
Highland
Stanford
Dayton
Plank
Brady
Chippewa
Newton
Fuqua
Gracie
Belmont
Ben Hur
Alliquippa
Spain
Virgil
Tulane
Clara
Beech
Winbourne
Huron
24th
Pocasset
Adella
Fiero
Geronimo
Duke
Lula
Topeka
Bogan
26th
27th
Drehr
Ovid
Morning Glory
St Rose
Hillsdale
Loyola
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDATES-2010\FIG4-1_PDP2010.MXD SGELPI 11/15/2010 12:39:57
Elissalde
Christian
Carriage
29th
28th
Keokuk
Ozark
Huron
Erie
30th
Atkinson
Gottlieb
Letitia
Ogden
Lee
Progress
Acadian
Main
Broussard
Lydia
Ferndale
Bancroft
Cedardale
Glendale
Eugene
Byron
Winnebago
Myrtledale
Kernan
Floyd
Ontario
Burgin
Charles
Seneca
Cherrydale
Beech
Central Basin Rehabilitation Projects
Lakeshore
23rd
Lake Hills
Douglas
Sherwood
Monroe
Adams
26th
Lavinia
Baywood
Bengal
Chalet
25th
Heritage
Longfellow
Pluskat
28th
Madison
Jackson
Jefferson
28th
Arlington
Zeeland
Hollydale
Forge
Bourbon
Eugene
30th
30th
30th
Connell
Anna
Bedford
Hearthstone
Kenmore
Reymond
Tyrone
33rd
Lynn
Oswego
Ozark
Dalton
Zion
Wilshire
Goldenrod
Greenwood
Cloverdale
Linden
31st
Parker
Marigold
Hood
Jolly
Cloverdale
Ross
Mc Donald
36th
Hood
37th
Stuart
Menlo
Maple
Cain
Carl
Aberdeen
Tunica
Wyandotte
Monroe
Madison
Jackson
Saguaro
Boone
Phillips
Carol
Marwede
Guava
Iroquois
Westmoreland
Main
38th
40th
Wabash
Bernardo
Cole
Ira
Sherwood
Sunset
Clay Cut
Steele
Webb
Mohican
Washington
41st
Odell
Hundred Oaks
Honeysuckle
Delaware
Barrow
Bawell
Palm
Pickett
Dubois
Leeward
Gus Young
Billops
Lofaso
Richland
Churchill
Rubin
Hyacinth
Bennett
Ryan
Live Oak
Jasmine
Delaware
Adams
Edison
Nelson
Glenmore
Bartlett
Sycamore
Shelley
Clayton
Mission
Eaton
Wiltz
Valley
Whitehaven
Wayne
Yaun
Monroe
Belfair
Noah
Tuscaloosa
Edison
Chatfield
Richland
Ramsey
Tyrone
Eugene
Bluebell
Leo
Yazoo
Rhodes
Hanson
44th
Ingleside
Nairn
Orchid
Arrowhead
Mimosa
43rd
Sweetbriar
Chandler
Boone
Eaton
Beck
Beechwood
Dayton
46th
Evangeline
Frey
Florida
North
Glasgow
Jean
Madison
Fairfields
Capital Heights
Woodside
Poplar
Winnebago
Woodstone
Cleo
Woodruff
Martin
Odell
Beck
Knollwood
Longwood
Ferrett
Balis
Harelson
Mouton
Woodgate
Levera
Fairwoods
Country Club
Wells
Balis
Tupello
Brame
Dentation
Moore
Bluebell
Millgate
Urban
Conrad
Ritterman
Silliman
Rabey
Millstone
Foster
Linden
Laurel
Foster
Osborne
Avondale
Eleanor
Charles
Convention
Caddo
Barber
Concord
Whitlow
Voss
Kincaid
Adams
Dougherty
Linden
Jackson
Hermitage
Parlange
Leighton
Greenside
Abelia
Wylie
Greenwell Springs
Afton
Melrose
Westdale
Ormandy
Bazaar
Valcour
Acadia
Fairfax
Bankers
Constitution
Jamestown
Pointer
Woodchase
Fieldgate
Rothmer
Byron
Wyandotte
Choctaw
Rebel
Yorktown
Annette
Howell Park
Holloway
Bootsie
Bennington
Boone
Brookstown
Pollard
Seyburn
Hilton
Columbine
Byron
Bel Air
Cloud
Ardenwood
College
Corporate
§¨¦I-10
Dahlia
Highland Park
Victory
Clayton
Cyrus
Franklin
Leycester
Brookstown
Michelli
Congress
Bennington
Hibiscus
Beckenham
Heidel
Llanfair
Castile
Ridge
Clematis
Potomac
Pino
Forsythia
Daventry
Williamson
Azam
Glenwood
Eastwood
George
Palmetto
Saratoga
Columbine
Chandler
Howell
Timbercreek
Arden
Evans
Prescott
Hendricks
Government
Citiplace
Coventry
Goodwood
Guilford
Marion
Quail
Stoneliegh
Sheldon
Jefferson
Louray
Hanks
Airline
Winbourne
Elgin
Esplanade
Trenton
Clinton
Executive Park
Tarrytown
Marquette
Stratford
Krista
Brent
Stokes
Barford
Quail Run
Smiley
Carrollton
Aries
Carrollton
Rodney
Bicentennial
Renoir
Rodin
Moss Side
Harry
Audubon
Lasalle
Peggy
Orion
Anita
Nellie
Industrial
Sheffield
Gates
Ozark
Choctaw
Goya
Titian
Overton
Kenwood
Perkins
Victoria
Lobdell
Cezanne
Van Gogh
Sevenoaks
Burden
Irene
Baird
Donmoor
Kenilworth
Applewood
Harts Mill
Conley
Melon
Alden
Walden
Keed
Joliet
Annabelle
Murphy
Torrance
Pikes
Thoreau
0 0.25 0.5 1
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Victoria
Bon Marche
Croydon
Woodstock
Boyce
Chandler

3rd
Lupine
9th
15th
15th
16th
17th
22nd
25th
26th
31st
32nd
35th
West
39th
39th
East
47th
48th
49th
Topaz
Garnet
Waverly
Whitter
Juban
Alello
Monet
³
Rivermeadow
Riverbend
Dakin
Belle Cherie
Ormand
#*
#*
#*
River
#*
#*
Garfield
3rd
Stadium
Gourrier
Lafayette
St Philip
Emma
Chimes
Emma
#*
Dort
#*
St Louis
4th
#*
#*
#*
§¨¦I-110
#*
#*
Terrace
Swart
Central WWTP
Iowa
6th
South
Aster
5th
Europe
Mayflower
Iris
St Ferdinand
Oklahoma
Wyoming
Irby C Nichols
Eiland
Miller
Capitol Lake
4th
North
Garner
Grant
Alaska
Neosho
State Capitol
Lakeland
5th
Terrace
St Charles
Van Buren
Johnson
Royal
Napoleon
7th
France
Veta
Chatsworth
Azalea
Maximillian
Minnesota
Mc Kinley
Field House
Tigerland
St Joseph
Arbutus
Roosevelt
Sorrel
Manda
Pittsburg
Joplin
De Queen
Mansfield
Lakeridge
Margaret
Harwich
8th
Mary
Arizona
Y A Tittle
Campus
Alvin Dark
Alice
10th
#*
#*
#* #*
Kansas
Highway
Bob Pettit
Sharlo
Riverwood
7th
8th
7th
8th
8th
Laurel
9th
Dot
Howard
Brightside View
11th
11th
12th
Grant
State
Tower
Julia
Thomas H Delpit
Boyd
#*
#*
#*
Brightside
Gsu
17th
Parker
18th
19th
Bay
Foss
Spanish Town Road
Buchanan
Johnson
Infirmary
Milford
Lockwood
Beaumont
Dooley
12th
Louisiana
East
10th
10th
Louise
Capacity Improvement Projects
¬ Waste Water Treatment Plant
PDP Projects - Central Basin
#*
WWTP
Force Main
Gravity Main
PDP PS Projects
Project Area
Existing Force Main
Existing Gravity Main
#* Existing Pump Stations
13th
Iris
Eddie Robinson Sr
14th
Braddock
14th
13th
Mc Calop
Georgia
Vicaro
Georgia
Chimes
Janet
Jennifer Jean
Iberville
14th
Kentucky
Doris
15th
15th
Marcellious
Linwood
Smith
Louise
16th
Fig
Ivanhoe
Campus Lake
16th
Swire
16th
17th
Oleson
Cedar
Gayosa
Convention
16th
Polk
18th
Brice
#*#*
Dalrymple
#*
Park
#*
#*
#*
Scenic
Olive
Burbank
Nicholson
Pocahontas
Hiawatha
23rd
Wisteria
Oleander
Lehmann
Carolina
June
Amherst
Dean Lee
17th
Etta
20th
Lobelia
L S U
20th
Louisiana
Cherokee
Tulip
May
Kleinert
#*
Lakeshore
21st
20th
Pontiac
Tecumseh
Uncas
America
Delgado
Navajo
Osceola
Birch Birch
Cherry
March
April
Issac Cline
Cornell
Alamoster
Gordon
Baton Rouge
Yale
Weller
Cable
Tuscarora
Calumet
Pawnee
Shawnee
Seminole
Gracie
Spain
Navajo
Magnolia
City Park
Henry Adams
Willow
Lakeshore
#*
#*
Canonicus
Iroquois
Myrtle
#*
Highland
#*
#*#*
Stanford
#*
Evangeline
Plank
#*
Dayton
Brady
Chippewa
Newton
Fuqua
Gracie
Belmont
Ben Hur
Alliquippa
Spain
Virgil
Tulane
Clara
Osceola
24th
Pocasset
Adella
Lake Hills
23rd
24th
26th
Fiero
Geronimo
Duke
Lula
Topeka
Bogan
26th
27th
Drehr
Ovid
Morning Glory
St Rose
Hillsdale
Loyola
Alliquippa
Lavinia
Christian
29th
28th
Keokuk
Ozark
Erie
30th
Atkinson
Gottlieb
Baywood
Elissalde
Bengal
Carriage
Chalet
25th
28th
Heritage
Pluskat
Huron
Madison
Arlington
Letitia
Ogden
#*
Lee
Progress
Zeeland
Winnebago
Ontario
Acadian
Main
Broussard
Lydia
Hollydale
Forge
Ferndale
Bourbon
30th
Bancroft
Connell
Bedford
Kenmore
Cedardale
Linden
Anna
Glendale
Myrtledale
Kernan
Hearthstone
Reymond
Tyrone
33rd
Floyd
Eugene
Burgin
Charles
Seneca
Cherrydale
Lynn
Oswego
Ozark
Wilshire
Goldenrod
Greenwood
Parker
Marigold
Hood
Jolly
Cloverdale
Ross
Mc Donald
Dalton
36th
37th
#* #*
Hood
Stuart
Maple
Cain
Carl
Aberdeen
Tunica
Wyandotte
Monroe
Saguaro
Phillips
Carol
Marwede
Westmoreland
38th
#*
College Hill
40th
Cole
#*
Steele
#*
#*#*
Sherwood
Sunset
Webb
Mohican
#*
Noah
Washington
Odell
Clay Cut
Hundred Oaks
Guava
Wabash
Bernardo
Ira
Honeysuckle
Menlo
Iroquois
Delaware
Barrow
41st
Bawell
Palm
Pickett
Dubois
Leeward
Glenmore
#*
Nelson
Bartlett
Shelley
Clayton
Eaton
#*
Gus Young
Billops
Richland
Churchill
Rubin
Lofaso
Hyacinth
Bennett
Ryan
Live Oak
Jasmine
Delaware
Adams
Edison
Valley
Whitehaven
Wayne
Yaun
Monroe
Belfair
Tuscaloosa
Chatfield
Ramsey
Tyrone
Valley
Edison
Bluebell
Leo
Yazoo
#*
Wiltz
Rhodes
#*
44th
Ingleside
Mission
Nairn
Orchid
Arrowhead
Mimosa
Sweetbriar
Chandler
Boone
43rd
Hanson
Beck
Beechwood
46th
Frey
#*
Florida
North
Glasgow
Jean
#*
#*
Madison
Fairfields
Capital Heights
Woodside
Poplar
Woodstone
Winnebago
Woodruff
Martin
Knollwood
Longwood
Ferrett
Balis
Cleo
Harelson
Mouton
Woodgate
Country Club
Wells
Balis
Tupello
Brame
Dentation
Levera
Fairwoods
Menlo
Moore
Bluebell
Millgate
Linden
Urban
Conrad
Ritterman
Foster
#*
Silliman
Rabey
Millstone
Laurel
Elm
Osborne
Avondale
Eleanor
Caddo
Barber
Concord
Voss
Kincaid
Adams
Dougherty
Linden
Jackson
Hermitage
Parlange
Leighton
Greenside
Abelia
#*
#*
#*
#*
#*
#*
#*
#*
#*
#*
#*
#* #*
#* #* #*
#*
Whitlow
Eleanor
Choctaw
Convention
Wylie
#*
Greenwell Springs
Afton
Melrose
Westdale
Ormandy
Bazaar
Valcour
Acadia
Fairfax
Pollard
Daventry
Cloud
Ardenwood
Government
Bankers
Constitution
Jamestown
Pointer
Woodchase
Fieldgate
Rothmer
Seyburn
Rebel
Holloway
Shelley
Central Basin Capacity Improvement Projects
12th
12th
14th
14th
Ontario
North
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDATES-2010\FIG4-2_PDP2010.MXD SGELPI 11/15/2010 14:48:28
17th
18th
Fig
19th
Erie
Huron
Monroe
Adams
Sherwood
Jefferson
28th
Jackson
Eugene
Cloverdale
Madison
Leeward
Main
0 0.25 0.5 1
30th
30th
31st
37th
Richland
Eaton
Dayton
Odell
Beck
Foster
Charles
Clayton
Yorktown
Bootsie
Bennington
Brookstown
Seyburn
Hilton
Columbine
Bel Air
Dahlia
Highland Park
Boone
Cyrus
Heidel
Brookstown
College
Corporate
§¨¦I-10
Congress
Chippenham
Leycester
Victory
Ridge
Bromley
Michelli
Bennington
Hibiscus
Clematis
Clayton
Franklin
Llanfair
Castile
Potomac
Pino
Forsythia
Williamson
Azam
Glenwood
Eastwood
George
Saratoga
Columbine
Chandler
Howell
Timbercreek
Arden
Evans
Hendricks
Winn
Citiplace
Guilford
Prescott
Winbourne
Marion
Sevenoaks
Quail
Stoneliegh
Sheldon
Jefferson
Louray
Elgin
Esplanade
Trenton
Clinton
Executive Park
Marquette
Stratford
Krista
Brent
Stokes
Barford
Carrollton
Rodney
Moss Side
Baird
Airline
Harry
Goodwood
Tarrytown
Quail Run
Albert Hart
Smiley
Carrollton
Aries
Gates
Rodin
Audubon
Lasalle
Peggy
Orion
Maxine
Bicentennial
Ozark
Anita
Nellie
Industrial
Choctaw
Titian
Overton
Perkins
Lobdell
Renoir
Cezanne
Goya
Van Gogh
Kenwood
Conley
Burden
Irene
Donmoor
Kenilworth
Applewood
Harts Mill
Conley
Victoria
Melon
Alden
Keed
Joliet
Murphy
Pikes
Walden
Thoreau
Magnolia Wood
Victoria
Woodstock
Miles Figure 4-2
Torrance
Castle Kirk

SECTION 4. CENTRAL BASIN PROJECTS
4.1 Central Gravity System Comprehensive Rehabilitation
Projects
4.1.1 CGS-R-0001, CGS-R-0002, CGS-R-0003, CGS-R-0004, CGS-R-0005, CGN-R-
0001a, CGN-R-0001b, and CGN-R-0002
Project Description
The sanitary sewer system comprehensive rehabilitation projects consist of improvements to
various components of the collection system to reduce the amount of infiltration and inflow
that enter the system.
Purpose
The purpose of comprehensive rehabilitation is to correct defects in the system such as offset
pipe joints, collapsed pipe sections, leaking manholes, and direct inflow sources. The water
that enters the system through the defects is a major contributor to SSOs. Comprehensive
rehabilitation of the collection system will contribute to alleviating SSOs.
Location
There are eight rehabilitation projects located within the Central Gravity Basin. The
locations of the projects are shown in Figures 4-3 to 4-9.
Scope of Project
The first phase of comprehensive rehabilitation projects will consist of the physical
inspection of the pipes and manholes including CCTV inspection. Smoke testing may also
be included in the physical inspection phase.
The data collected by the physical inspection contractor will be analyzed and, based on that
analysis, a listing of recommended repairs with associated construction costs will be generated.
An engineering firm will then complete detailed design and preparation of construction
documents for project bidding.
The construction of comprehensive rehabilitation projects will typically include the
following components::
Replacement of pipes
Point repair of pipes
Rehabilitation of pipes by cured in place pipe liners
Rehabilitation or replacement of manholes
Repair of sewer laterals to the property line
Cost
The estimated construction cost for each project is presented in Table 4-1. These costs are
based on preliminary estimates of the amounts for each component of the system that will
require repair or replacement. During the physical inspection phase, the actual condition of
the components will be assessed and appropriate methods recommended. At that time, the
cost estimate for each project will be revised. For those projects under construction, the bid
amounts were included as construction costs in Table 4-1.
GNV31031158548.DOCX/103440008 4-7 JANUARY 2011
REV. 5

SECTION 4. CENTRAL BASIN PROJECTS
TABLE 4-1
Estimated Construction Costs for Central Gravity System Comprehensive Rehabilitation Projects
Project Description
Construction
Cost
Scheduled
Design
Appropriation
Year
Scheduled
Construction
Appropriation
Year
Status
CGS-R-0001-Foster
Drive-Government
Street Phase A and B
CGS-R-0002-Highland
Road-Washington
Street
CGS-R-0003-Stanford
Avenue-Morning Glory
Road
CGS-R-0004-Acadian
Thruway-Claycut Road
CGS-R-0005-Acadian
Thruway-Perkins Road
CGN-R-0001a-Scenic
Highway-Spanish Town
Road Phase I
CGN-R-0001b-Scenic
Highway-Spanish Town
Road Phase II
CGN-R-0002- East
Boulevard-Government
Street
$7,683,000 2009* 2009* Construction
On-Going
$8,000,000 2010* 2011 Not Started
$6,900,000 2010* 2010* Design On-
Going
$7,500,000 2010* 2011 Design On-
Going
$3,900,000 2010* 2010* Design On-
Going
$8,600,000 2011 2012 Not Started
$8,600,000 2011 2012 Not Started
$9,600,000 2012 2013 Not Started
*Appropriations already made for these projects (design and/or construction, as marked)
GNV31031158548.DOCX/103440008 4-8 JANUARY 2011
REV. 5

East
47th
48th
49th
Whitter
Alello
Audubon
Rembrandt
39th
40th
44th
Jonah
46th
Parlange
Valcour
Timbercreek
Columbus Dunn
North
Melrose
Afton
Waverly
Leighton
Azam
Villa Ashley
Carrollton
Harry
Titian
Van Gogh
Ardenwood
49th
Bernardo
Lofaso
Live Oak
Roselawn
Tuscaloosa
Beck
48th
Laurel
Fairfax
Asphodel
Florida Blvd Service Road
Florida
Convention
Steele
Live Oak
Richland
Edison
Blanchard
Edison
Leo
Hatcher
Hanson
Keen
Wiltz
Capital Heights
Longwood
BeckLongwood
Clay Cut
Mouton
North
Hebert
Moore
Convention
Bienville
Garig
Government
Greenside
Caddo
St Tammany
Acadia
Foster
St Landry
Concordia
Fairfax
Cloud
George
Franklin
Pershing
Rapides
Ardenwood
Waverly
Castile
Convention
Burgundy
Glenwood
Eastwood
Arden
Evans
Winn
Goodwood
Marion
Marion
Marquette
Marion
Marquette
Apartment Court
Marquette
Carrollton
Esplanade
Bellewood
Sheffield
Carrollton
Kenwood
Sevenoaks
Donmoor
Winthrop
Alden
Sheffield
Richland
Glenmore
Jefferson
Joliet
Broussard
Westdale
Lasalle
Ingleside
Rosemont
Ridge
Berkshire
Cameron
Silliman
Avondale
Country Club
Hundred Oaks
Ormandy
Marshall
College
Longwood
Hillside
Churchill
Acadian
Chatfield
Bawell
Delta
Ramsey
Yazoo
Wells
Yazoo
Nairn
Valley
Woodside
Wells
Woodland
Perth
Balis
Abelia
Brownlee
Barber
Bardwell
Holloway
Bankers
Corporate
East Baton Rouge Parish
Legend
Area Designated for
Physical Inspection
0 880 1,760 Feet
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q
Foster Dr. - Government St.
Phase A and B
CGS-R-0001
Project Vicinity Map
Figure 4-3

10th
Emma
Brickyard
Aztec
Gila
St Philip
Terrace
Monrovia
Oklahoma
Duane
St Charles
South
Royal
Ellwood
Veta
Margaret
St Joseph
Napoleon
Maximillian
10th
Dot
Burns
Cotton
I-110
11th
12th
14th
15th
Julia
Terrace
Swart
Burns
Mc Calop
Pecan
Smith
Orange
Apple
Louise
Myrtle
Bruce
16th
17th
Lehmann
18th
Park
Olive
Perkins
River
Indiana
Emma
Garner
Haig
Illinois
Irby C Nichols
Nicholson
Iris
Violet
Iowa
Iowa
Aster
Geranium
Chatsworth
Van Buren
Duncan
Taylor
Vermont
Minnesota
Roosevelt
Tyler
Mary
Polk
Alice
Johnson
Mc Kinley
Grant
Garfield
Washington
Alaska
Infirmary Lake
Cypress
Stadium
Field House
Gov Claiborne
Kansas
Colorado
Nebraska
Arizona
Howard
Education
Lettsworth
Harding
Taft
Buchanan
Thomas H Delpit
Highland
State
Tower
Utah
Matilda
Magnolia
Coolidge
Wyoming
Aswell
Easton
Galvez
Marigny
Oregon
Azalea
Sonora
Jeff Davis
California
Tinga
Louise
16th
Olive
Orange
17th
18th
Daniel Webster
Chimes
Grant
Garfield
Wyoming
Johnson
Garfield
Alice
Harrison
Howard
Buchanan
Donahue
Harding
Tinga
Polk
Johnson
Tennessee
Vicaro
I-10
Braddock
Fig
Georgia
Mc Kinley
Grant
Garfield
Roosevelt
Tula
Fraternity
Willard
Virginia
Maryland
Kentucky
Chimes
Raphael Semmes
Campus
Eddie Robinson Sr
Pear
Harrison
Johnson
Fig
Virginia
Carlotta
Missouri
Missouri
Carolina
Fig
Lakeshore
Arkansas
Harrison
July
April
June
Issac Cline
Dalrymple
March
City Park
Lakeshore
May
East Baton Rouge Parish
Legend
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDATES\REHAB\CENTRAL\CGS-R-0002.MXD SGELPI 10/26/2009 11:38:24
Area Designated for
Physical Inspection
0 500 1,000 Feet
q
Highland Rd. - Washington St.
CGS-R-0002
Project Vicinity Map
Figure 4-4

14th
Arialo
Trinity
Twelve Oaks
Westervelt
Destrehan
Belle Grove
Riverway
Tezcucco
Riverbend
Durande
Sarpy
Calanne
River
Stadium
Gourrier
Dakin
Ormand
Garfield
Emma
Haig
Chimes
Valcour Aime
Irby C Nichols
Terrace
Oklahoma
Garner
Johnson
Grant
Chatsworth
Iowa
Iowa
Iris
Aster
Azalea
Taylor
Alaska
Harwich
Royal
Minnesota
Alice
Mc Kinley
Julia
Roosevelt
Campus
St Joseph
Napoleon
Polk
Bob Pettit
Y A Tittle
Alvin Dark
Sharlo
Riverwood
Nebraska
Brightside View
Terrace
Swart
Washington
Kansas
Infirmary
Thomas H Delpit
Grant
Milford
Taft
State
Tower
11th
Utah
Iris
I-10
Georgia
Chimes
Janet
Boyd
Jennifer Jean
Brightside
15th
Orange
Louise
Harrison
Vicaro
Kentucky
Dean Lee
Fig
Johnson
Grant
Doris
Ivanhoe
Line
Virginia
Parker
Oleson
17th
Fig
Carolina
July
Dalrymple
Park
Issac Cline
Amherst
Etta
Magnolia
June
L S U
May
Lakeshore
Cornell
Ben Hur
City Park
Yale
Delgado
Kleinert
Lakeshore
Myrtle
Belmont
Virgil
Tulane
Clara
Fiero
Bengal
Glendale
Stanford
Highland
Ben Hur
Nicholson
Drehr
Ovid
Elissalde
Broussard
St Rose
Hillsdale
Carriage
Christian
Lakeshore
Loyola
Letitia
Elissalde
Lydia
Ferndale
Forge
Bancroft
Lee
Gladden
Hundred Oaks
Reymond
Greenwood
Cedardale
Cloverdale
Eugene
Cherrydale
Floyd
Tyrone
Marigold
Jolly
Helvetia
Thalia
Parker
Burgin
Cloverdale
Perkins
Hood
Carl
Aberdeen
Boone
Honeysuckle
Stuart
Acadian
Menlo
Guava
Burbank
Steele
Churchill
Sassy
Sunset
Rubin
Richland
Hyacinth
Pickett
Dubois
Leeward
Bawell
Bennett
Ryan
Palm
Nelson
Glenmore
Yazoo
Eugene
Valley
Whitehaven
Bluebell
Ramsey
Ingleside
Nairn
Mimosa
Woodstone
Balis
Tupello
Orchid
Bluebell
Chandler
Boone
Woodgate
Longwood
Edinburgh
Glasgow
Woodruff
College
Plantation
Laurel Lakes
East Baton Rouge Parish
Legend
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDATES\REHAB\CENTRAL\CGS-R-0003.MXD SGELPI 10/22/2009 08:21:41
Area Designated for
Physical Inspection
0 1,800 3,600 Feet
q
Stanford Ave. - Morning Glory Rd.
CGS-R-0003
Project Vicinity Map
Figure 4-5

21st
22nd
West
East
47th
48th
49th
Gracie
Hurst
20th
Convention
Scenic
Gayosa
Fuqua
23rd
24th
Adella
23rd
24th
Gracie
Boyd
Edgewood
25th
25th
26th
26th
Laurel
26th
25th
27th
28th
29th
Eugene
Fuqua
30th
31st
Gebelin
Progress
Fuqua
Gayosa
30th
Fuqua
Gracie
Boyd
Atkinson
Gottlieb
Greta
Kernan
Connell
32nd
Main
Jonah
35th
Laurel
36th
Saguaro
Phillips
Zion
37th
Ruth
Main
Maywood
Peachtree
38th
Wabash
Wabash
39th
Bernardo
40th
North
Live Oak
Jasmine
Lofaso
North
Live Oak
Roselawn
Tuscaloosa
Convention
44th
Beck
Beck
Columbus Dunn
Jonah
46th
48th
Florida
49th
Laurel
Convention
Foster
Parlange
Leighton
Afton
Melrose
Leo
19th
20th
21st
Wisteria
Cherokee
Tulip
Olive
Baxter
24th
Spain
America
Oleander
Louisiana
Cedar
22nd
Baxter
23rd
Spain
Drehr
Evergreen
St Rose
Myrtle
Lavinia
Belleview
St Rose
Cork
Rittner
Eugene
Arlington
Ogden
Kenmore
Bedford
Hearthstone
Hearthstone
Beverly
Acadian
Wilshire
Government
Carol
Carol Marie
Lovers
Terry
Westmoreland
Steele
Cole
Ira
Florence
Blanchard
Richland
Richland
Edison
Edison
Glenmore
Hanson
Keen
Hatcher
Wiltz
Capital Heights
Longwood
Mouton
Clay Cut
Moore
Hebert
Bienville
Rebel
Greenside
Caddo
St Tammany
Hearthstone
Marwede
Kleinert
Camelia
Parker
Park
Terrace
Magnolia
Broussard
Westdale
Dalrymple
Dalrymple
City Park
Lakeshore
Blouin
I-10
Belmont
Drehr
Eola
Lake Hills
Virgil
Horace
Hillsdale
Fairmont
Homer
Pericles
Ovid
Dogwood
Baywood
St Rose
Letitia
Zeeland
Perkins
Arlington
Lydia
Eastland
Edward
Kenmore
Reymond
Gladden
Tyrone
Eugene
Daggett
Goldenrod
Moreland
Eliza Beaumont
Orpine
Hundred Oaks
Hillside
Churchill
Chatfield
Woodside
Bawell
Delta
Ramsey
Malmaison
Yazoo
Ingleside
Wells
Yazoo
Nairn
Valley
Longwood
Country Club
Wells
Woodland
Perth
Silliman
Balis
Avondale
Abelia
Brownlee
Barber
Rosemont
Ormandy
Bardwell
Marshall
College
Bankers
East Baton Rouge Parish
Legend
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Area Designated for
Physical Inspection
0 850 1,700 Feet
q
Acadian Thruway - Claycut Rd.
CGS-R-0004
Project Vicinity Map
Figure 4-6

10th
10th
12th
15th
21st
Arlington
West
East
Florida
East
10th
Nebraska
Kansas
Alice
11th
France
Howard
America
I-110
Thomas H Delpit
Burbank
Polk
Tower
Julia
Washington
Taft
Mc Kinley
Grant
Roosevelt
Infirmary
Hart
State
Nicholson
Gourrier
12th
12th
Tennessee
Eddie Robinson Sr
Highland
14th
Iberville
Smith
Swart
Braddock
Mc Calop
Georgia
Buchanan
Garfield
Vicaro
13th
Janet
14th
Chimes
Boyd
Louise
Harrison
Mc Kinley
Kentucky
Campus
15th
Convention
North
16th
Parker
July
Park
Dalrymple
19th
Wisteria
Oleander
Pruyn
Cherokee
Tulip
South
Fig
Missouri
Stadium
Ag Center
Swire
Wisteria
15th
Ivanhoe
Campus Lake
15th
Virginia
17th
Lehmann
16th
17th
Fig
Carolina
Lakeshore
Arkansas
Brice
Amherst
17th
18th
June
Olive
L S U
20th
March
April
Issac Cline
18th
Cornell
Spain
Magnolia
May
Lakeshore
Yale
Henry Adams
21st
Camelia
City Park
Delgado
22nd
Louisiana
Spain
Virgil
Tulane
Newcomb
Clara
23rd
Cedar
22nd
Lake Hills
Drehr
Drehr
St Rose
Myrtle
Terrace
Hillsdale
Fiero
Stanford
25th
Ovid
Elissalde
Lavinia
Belleview
Pericles
Baywood
Bengal
Loyola
St Rose
Carriage
Chalet
Rittner
Christian
Lakeshore
Lakeshore
Eugene
Eugene
Letitia
Gottlieb
Ogden
Arlington
Kleinert
Belmont
Zeeland
Lydia
Hollydale
Forge
Ferndale
Bourbon
Kenmore
Edward
Wilshire
Reymond
Kalurah
Hearthstone
Eugene
Cedardale
Glendale
Floyd
Acadian
Government
Gladden
Greenwood
Cloverdale
Greta
Tyrone
Marigold
Morning Glory
Helvetia
Hearthstone
Hood
Phillips
Kernan
Jolly
Goldenrod
Parker
Cloverdale
Carl
Stuart
Hood
Whitehaven
Stephens
Carol Marie
Marwede
Moreland
Rhododendron
Aberdeen
Westmoreland
Lee
Steele
Cole
Richland
Edison
Glenmore
Pickett
Broussard
Hundred Oaks
Honeysuckle
Wabash
Florence
Ramsey
Mimosa
Rubin
Jasmine
Richland
Blanchard
Chatfield
Bawell
Delta
Sassy
Palm
Churchill
Hyacinth
Bennett
Convention
Edison
Mississippi
Valley
Wiltz
Clay Cut
Ingleside
Nairn
Orchid
Arrowhead
Leo
Yazoo
Para
Tyrone
Eugene
Balis
Bluebell
Mimosa
Hanson
Keen
Longwood
Capital Heights
Woodside
Poplar
Beck
Wells
Sweetbriar
Yazoo
Ferrett
Knollwood
Country Club
Wells
Balis
Tupello
Edinburgh
Brame
Moore
Rabey
Glasgow
Bluebell
Woodland
Perth
Silliman
Aldrich
Barber
Perkins
Avondale
Foster
Greenside
Abelia
Bennington
Concord
Whitehaven
Caddo
Rosemont
Bazaar
Westdale
Ormandy
Bardwell
Acadia
College
Constitution
Pointer
Woodchase
St Tammany
Holloway
Trust
Yorktown
Congress
St Landry
Bankers
Corporate
Hilton
Jamestown
Brandywine
Pollard
Columbine
Fairfax
I-10
Moss Side
Franklin
Hibiscus
Cloud
George
Lexington
Ridge
Clematis
Dahlia
Jefferson
Castile
Bunker Hill
Energy
Ardenwood
Waverly
Burgundy
Saratoga
Sandalwood
Potomac
Forsythia
Columbine
East Baton Rouge Parish
Legend
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Area Designated for
Physical Inspection
0 1,300 2,600 Feet
q
Acadian Thruway - Perkins Rd.
CGS-R-0005
Project Vicinity Map
Figure 4-7

I-110
28th
Brookstown
Topaz
Garnet
Greenwell
Amarillo
Comish
Saurage
Comish
Alexander
Denham
Douglas
Henderson
Henagen
Hollywood
Greenwell
Vaughn
Lakewood
Quivera
Lemonwood
Dutton
Robertson
Wood
Hollywood
Woodlawn
Lancaster
Winchester
Airline
Greenwell
St Dorothy
Breckenridge
Gsu
Cedar
Riley
Lobelia
Scenic
Alamoster
Powhatan
Ontario
Kelvin
Lorraine
Iberia
Shelley
Cable
Sherwood
Gordon
Pontiac
Galvez
Nokomis
Farrar
Tecumseh
Hiawatha
Osceola
Uncas
Navajo Navajo
Calumet
Baton Rouge
Winbourne
Tuscarora
Baton Rouge
Osceola
Beech
Sherman
Huron
Erie Erie
Osage
Wenonah
Cable
Wenonah
Alliquippa
Pocasset
Alliquippa
Canonicus
Douglas
Weller
Geronimo
Erie
Iroquois
Duke
Keokuk
Beech
Sherwood
Topeka
Dayton
Wyandotte
Plank
Huron
Brady
Dalton
Longfellow
Pluskat
Pawtucket
Ozark
Midway
Erie
Chippewa
31st
Riley
Kelvin
Lorraine
Beech
Byron
Clayton
Myrtlelawn
Roppolo
Weller
Anna
Spedale
Calumet
Linden
Wyandotte
Oswego
30th
33rd
Accardo
Lynn
38th
Maple
Delaware
Winnebago
Wyandotte
Charles
Oswego
Ozark
Ontario
Seneca
Tunica
Wildwood
Webb
St Katherine
Mohican
Wayne
Mission
Eaton
Bartlett
Yaun
St Gerard
Sycamore
Shelley
Mohican-Prescott Crossover
Delaware
Wildwood
Iroquois
Delaware
Lorraine
Lemonwood
Eaton
Addison
Beechwood
Dayton
Winnebago
Wyandotte
Joseph
Evangeline
Frey
Levera
Hazelwood
Fairwoods
Bradley
Onter
Wilmot
Jean
Foster
Linden
Eleanor
Conrad
Ritterman
Choctaw
Sherwood
Cleo
Charles
Eleanor
Byron
Wyandotte
Bradley
Wilmot
Elm
Underwood
Osborne
McClelland
Mc Clelland
Prescott
Dougherty
Linden
Winbourne
Voss
Bootsie
Kincaid
Blackwell
Annette
Annette
Howell Park
St Gerard
Beech
Enterprise
Broadway
Victory
Cyrus
Heidel
28th
Pocahontas
19th
Monroe
20th
Pawnee
Monroe
Adams
East Baton Rouge Parish
26th
Legend
30th
Monroe
Adams
Madison
Acadian
37th
Area Designated for
Physical Inspection
PHASE I
Monroe
0 880 1,760 Feet
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDATES-2010\REHAB\CENTRAL\CENTRAL MAPS\CGN-R-0001A.MXD SGELPI 11/15/2010 11:43:09
39th
q
Adams
Barrow
Monroe
Belfair
Belfair
Rice
Rhodes
Mission
Martin
Harelson
Fairfields
Jackson
Foster
Adams
Madison
Bahm
Paulson
Washington
Scenic Hwy. - Spanish Town Rd.
Phase I
Figure 4-8a
CGN-R-0001A
Project Vicinity Map
Sobers

3rd
Lupine
9th
11th
15th
16th
17th
18th
18th
19th
I-110
Hiawatha
21st
22nd
26th
West
East
River
Lafayette
Dort
Woodrow
Spain
3rd
St James
Eiland
South
4th
Miller
St Philip
St Ferdinand
Spanish Town Road
St Louis
Capitol Lake
State Capitol
Lakeland
St Philip
4th
University
5th
5th
6th
North
France
East Baton Rouge Parish
St Charles
7th
Europe
Daisy
Ted Dunham
Napoleon
7th
Mayflower
Arbutus
8th
7th
Ontario
8th
America
8th
St Joseph
8th
Sorrel 10th
Manda
Neosho
Maximillian
Phlox
Pittsburg
Joplin
De Queen
Lakeridge
8th
Mansfield
9th
Highway
Capitol Access
East
Canal
Louisiana
10th
Legend
11th
11th
10th
11th
12th
12th
Beaumont
Dooley
12th
12th
11th
11th
South
13th
13th
Spain
Peach
13th
14th
Eddie Robinson Sr
Purslane
Iberville
15th
15th
14th
Lockwood
Bay
17th
Gracie
14th
Gayosa
15th
15th
Pimpernel
Marcellious
Linwood
16th
Frisco
16th
17th
North
Spain
Area Designated for
Physical Inspection
PHASE II
0 980 1,960 Feet
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16th
17th
18th
Foss
Laurel
Cedar
Jessamine
19th
Convention
17th
17th
Ontario
Brice
Chestnut
Scenic
Plank
Pocahontas
Florida
Louisiana
Wisteria
Blanche
Pruyn
Bynum
Lobelia
Monroe
Mulberry
Birch
Ellerslie
19th
18th
Walnut
Park
Erie
Adams
18th
q
20th
21st
Hiawatha
Cherry
Gracie
20th
Spain
Baton Rouge
Cherokee
Tecumseh
Pawnee
Shawnee
Seminole
Osceola
Winbourne
Huron
Erie
Seneca
23rd
America
Oleander
Osceola
Tulip
Wenonah
Monroe
Adams
Birch
Willow
Irene
24th
Inez
Madison
Iroquois
Duke
Lula
Bogan
Boyd
Edgewood
Adella
23rd
24th
24th
Cedar
24th
23rd
Delphine
Canonicus
Spain
Drehr
Alliquippa
Osage
25th
Gracie
24th
25th
St Rose
Wyandotte
Navajo
26th
26th
25th
Lavinia
Geronimo
Adams
Fuqua
27th
St Rose
Belleview
Midway
Chippewa
29th
28th
Brady
Dalton
Washington
Eugene
St Rose
28th
29th
30th
Ozark
Huron
Erie
Monroe
Jackson
Jefferson
Newton
Atkinson
Eugene
Mc Grath
28th
Gayosa
Calumet
Progress
Gottlieb
Wyandotte
Oswego
Ogden
Kenmore
Arlington
30th
30th
Laurel
Slate
30th
31st
Gebelin
Bedford
33rd
31st
Fairfields
Bond
32nd
Connell
Acadian
Greta
Hearthstone
Wyandotte
Main
Kernan
Charles
Oswego
Ozark
Winbourne
Ontario
Seneca
Monroe
37th
Jackson
Cain
Jonah
North
Laurel
Wilshire
Government
35th
36th
Saguaro
Phillips
Carol
Choctaw
Zion
37th
Ruth
Main
Peachtree
Iroquois
Terry
Washington
Jefferson
Noah
38th
Wabash
Wabash
40th
39th
Steele
Cole
Capital Heights
Ira
Delaware
Monroe
Barrow
41st
Marie
Clay Cut
39th
Webb
Gus Young
Billops
Provost
Bernardo
Odell
Jasmine
Lofaso
Blanchard
Delaware
Roselawn
Belfair
Rice
42nd
Live Oak
Richland
Scenic Hwy. - Spanish Town Rd.
Phase II
Figure 4-8b
CGN-R-0001B
Richland
Amos
Edison
Project Vicinity Map

9th
10th
15th
17th
18th
19th
21st
22nd
River
Lafayette
St Philip
3rd
Spain
Emma
Aztec
Gila
Emma
Wyoming
Capitol Lake
State Capitol
Peabody
Nicholson
4th
St Philip
Garner
Spanish Town Road
St Ferdinand
5th
6th
7th
North
Spain
Government
France
St Charles
Oklahoma
Duane
5th
Lakeland
University
St James
St Louis
Royal
Brickyard
Terrace
Monrovia
Oregon
St Charles
State Capitol
6th
Royal
Europe
South
Royal
Napoleon
Highland
7th
St Joseph
Mayflower
Veta
Minnesota
Sonora
America
Napoleon
7th
7th
8th
8th
Beauregard
Van Buren
8th
8th
8th
Louise
Howard
Mary
8th
I-110
13th
9th
Maximillian
East
10th
Alice
California
Dot
10th
Florida
Convention
Cotton
Highway
Capitol Access
Howard
Washington
Arizona
Canal
Louisiana
Education
Tinga
Nebraska
11th
Canal
11th
10th
11th
Terrace
Swart
Colorado
11th
Thomas H Delpit
Kansas
12th
11th
12th
11th
Hart
Utah
Alabama
Peach
14th
14th
13th
Dooley
12th
12th
13th
14th
12th
11th
Larkins
Eddie Robinson Sr
Iberville
12th
15th
Mc Calop
Braddock
Fig
I-10
14th
17th
Julia
Smith
Orange
Pecan
Tennessee
Georgia
Gracie
Kentucky
15th
Marcellious
Apple
Louise
Pear
Fig
16th
Laurel
Myrtle
Bruce
Frisco
Foss
Brice
Pruyn
Lehmann
Park
18th
19th
Louisiana
Spain
Wisteria
Dalrymple
20th
Plank
Olive
Perkins
Scenic
21st
Inez
Fuqua
Cherokee
Tulip
Camelia
America
24th
Oleander
Kleinert
Boyd
Spain
Belmont
Blouin
Virgil
26th
26th
Belleview
Eugene
27th
Main
Matilda
Broussard
Arkansas
Hurst
Edgewood
Bridge
Gayosa
Adella
15th
14th
15th
Wisteria
North
16th
North
Virginia
15th
Missouri
17th
16th
Spain
St Vincent de Paul
17th
Brice
18th
Blanche
16th
17th
Bynum
Olive
17th
17th
Fig
18th
18th
Gracie
Gass
20th
City Park
Lakeshore
23rd
24th
25th
23rd
Baxter
Cedar
23rd
Drehr
Delphine
Evergreen
26th
25th
Ovid
Pericles
Lavinia
22nd
Rittner
Eola
24th
Drehr
Laurel
24th
25th
Horace
Gracie
Fairmont
Homer
St Rose
St Rose
Cork
St Rose
East Baton Rouge Parish
Legend
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Area Designated for
Physical Inspection
0 800 1,600 Feet
q
East Blvd. - Government St.
CGN-R-0002
Project Vicinity Map
Figure 4-9

SECTION 4. CENTRAL BASIN PROJECTS
4.2 Central Gravity System Capacity Improvements Projects
4.2.1 CGN-C-0001 (Capital Lake Drive – Gayosa Street Area Capacity
Improvements)
Project Description
Purpose of the Project/Background Information
The purpose of this project is to re-route flow from PS 15 and PS 19 so that they directly
pump through a common forcemain and manifold with the forcemain from PS 60 to
increase the capacity of the system. The forcemain then discharges wastewater into the
gravity system at the existing manhole (MH# 059-05885) located at the intersection of River
Road and Capital Drive. The October 2009 version of the PDP add the construction of those
gravity segments originating at the intersection of North Acadian Thruway and Ontario
Street, and the intersection of Washington Avenue and West Belfair Drive, both terminating
at PS 15, that were originally part of CGN-C-0002 (25 th Street-North Acadian) project to
improve constructability and scheduling issues. Information about those segments has been
included in this section.
Location
The locations of forcemains and gravity sewers in this project are shown in Figure 4-10.
Forcemain segment PS 15FM to PS 15DS (manifold point of PS19 and PS15 forcemain) starts
south of the Washington Ave and West Belfair Drive intersection. The forcemain travels
west until reaching North Acadian Thruway. The forcemain then turns in a northerly
direction until reaching the intersection of North Acadian Thruway West and Madison
Avenue where the forcemain turns in a westerly direction, and continues until reaching
Eiland Street. On Eiland Street, the PS 15 forcemain will be manifolded at PS 15DS with the
forcemain exiting PS 19.
Forcemain segment PS 15DS to PS 60 travels west along Eiland Street until reaching 3 rd
Street and then travels south to PS 60 along River Road where it is manifolded with the PS60
forcemain at PS60DS
Forcemain segment PS 60DS to 059-05885 travels south from PS 60 on River Road to
manhole 059-05885, which is located on River Road at the intersection of State Capitol Drive
and River Road.
Gravity segment 060-07642 to 060-07619 starts at the North Acadian Thruway West and
Ontario Street intersection. The gravity segment travels south until reaching 060-07619, near
the North Acadian Thruway West and Baron Street intersection.
Gravity segment 060-07619 to 060-07544 travels south until reaching 060-07544 located near
the North Acadian Thruway West and Fairfields Avenue intersection.
Gravity segment 060-07544 to 060-07529 travels south until reaching 060-07529 located near
the North Acadian Thruway and Washington Avenue intersection. Gravity segment 060-
07529 to PS15 travels east until reaching PS15.
Gravity segment 060-07529 to PS 15 travels east along Washington Avenue until reaching PS
15, located south of the Washington Avenue and Belfair Drive intersection.
GNV31031158548.DOCX/103440008 4-17 JANUARY 2011
REV. 5

SECTION 4. CENTRAL BASIN PROJECTS
Gravity segment 015-05119 to PS 15 starts northwest of the Washington Avenue and Belfair
Drive intersection. The gravity segment travels southwest until reaching 015-05117. At 015-
05117, the gravity segment travels south east until reaching the intersection of Rice Drive
and Washington Avenue. The gravity segment then turns in an easterly direction until
reaching PS 15.
Scope
The entire CGN-C-0001 (Capital Lake Drive – Gayosa Street Area Capacity Improvements)
project consists of approximately 7,150 feet of 10-inch, 18-inch, 21-inch, and 24-inch gravity
sewer and approximately 19,340 feet of 18-inch, 20-inch, and 30-inch forcemain, as outlined
below in Table 4-2
TABLE 4-2
CGN-C-0001 (Capital Lake Drive – Gayosa Street Area Capacity Improvements) – Pipeline Information
US Node
DS Node
Length
(ft)
Existing
Diameter
(in)
Proposed
Diameter
(in)
PS15FM PS15DS 14,600 New 18
PS15DS PS60 3,600 New 20
PS 60FM 059-05885 1,140 24 30
060-07642 060-07619 950 10 to 12 18
060-07619 060-07544 2,100 12, 15, 18 21
060-07544 PS 15 3,600 18, New 24
015-05119 PS 15 500 18 10
Note: The existing pipe sizes and lengths were obtained from the BTRSSO hydraulic model.
Total Construction Bid Amount is $10,498,000.
Design was appropriated in 2007.
Scheduled Construction Appropriation Year was 2010.
Construction is On-Going.
GNV31031158548.DOCX/103440008 4-18 JANUARY 2011
REV. 5

4th
15th
22nd
28th
West
East
Wiltz
Lynn
Mohican
Scenic
#
Charles
Ozark
Oswego
Erie
38th
!R
060-07642
Brady
Mission
#
PS1012
Chippewa
#
Iroquois
060-07619
!R
Choctaw
Bartlett
Eaton
#
3rd
4th
#I
#!R
PS19
Joplin
Pittsburg
#
Mansfield
18th
060-07741
!R
060-07544
!R
015-05119
!R!R
#I!R
PS15
#I
!R #
PS60
River
3rd
6th
7th
10th
9th
17th
060-07729
!R
060-06953A 060-07931
!R
!R
060-07038
!R
060-06935 060-06987
!R !R
!R
060-07736
060-07735I 060-07735
!R !R !R
060-07735J !R 060-07734
Main
23rd
Fuqua
North
44th
Beck
#
Kernan
Steele
5th
Tunica
Eaton
Dort
17th
43rd
Capitol Lake
Highway
23rd
7th
North
Leo
Eugene
14th
16th
Richland
Hanson
059-06282
!R !R
059-06287
PS59
#
South
Kleinert
Myrtle
Clay Cut
Ingleside
Richland
#
Proposed Projects
Existing
!R Manholes
# Pump Stations
#I PumpStations Force Main
CGN-C-0001 "Capital lake Drive - Gayosa Street"
Gravity Main
¯
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\CGN_PROJECT_CONSOLIDATION_060909.MXD GBOQUIN 6/9/2009 14:06:40
CGN-C-0002 "25th Street - North Acadian Thruway"
To be constructed with:
CGN-C-0001
0 20 40
Miles
Capital Lake Drive - Gayosa Street
CGN-C-0001
Project Vicinity Map
Figure 4-10

SECTION 4. CENTRAL BASIN PROJECTS
4.2.2 CGN-C-0002 (25 th Street – North Acadian Thruway)
Project Description
Purpose of the Project/Background Information
The original purpose of the CGN-C-0002 (25th Street – North Acadian Thruway) project was
to increase the capacity of the gravity trunk sewer upstream of PS 60, PS 15, and PS 59 to
alleviate SSOs. This project now consists of designing approximately 9,500 linear feet of
gravity sanitary sewer pipeline replacement with pipelines ranging in diameter from 15 to
24 inches, and installing approximately 3,000 lf of new gravity sanitary sewer pipeline with
diameters of 21 to 24 inches.
For constructability and schedule alignment, those segments originating near North
Acadian Thruway to PS 15 will be constructed as project CGN-C-0001 (Capital Lake Drive-
Gayosa Street), while those segments originating north of I-110 near Memorial Stadium and
east of I-110 between Spanish Town Road and Main Street will be constructed in the vicinity
of project CGN-C-0003 (South Boulevard-St. Joseph Street). The location descriptions and
maps of those projects include the scope that is being designed under this project.
Total Estimated Design Cost is $521,000.
Scheduled Design Appropriation Year was 2009.
Design has been Completed.
GNV31031158548.DOCX/103440008 4-20 JANUARY 2011
REV. 5

SECTION 4. CENTRAL BASIN PROJECTS
4.2.3 CGN-C-0003 (South Boulevard – St. Joseph Street Sewer Area Upgrades)
Project Description
Purpose of the Project/Background Information
The purpose of this project is to increase the capacity of the gravity sewers upstream PS 59
and PS 60. Nearly 3,000 feet of gravity sewer and the forcemain from PS 10 were deleted
from this project due to hydraulic modeling updates. This October 2009 version of the PDP
also adds construction of gravity segments that were part of CGN-C-0002 (25 th Street - North
Acadian Thruway) to improve constructability and scheduling issues. This section includes
information about those segments.
Location
The locations of the gravity sewers in this project are shown in Figure 4-11. Gravity segment
059-06088 to new MH #C-3 starts at the intersection of St Philip Street and South Blvd. The
gravity segment travels west until reaching new MH #C-3 at the intersection of South
Boulevard and River Road
The gravity segment C-3 to C-1 travels in a southerly direction until reaching new MH#C-1.
Gravity segment 059-06445 to 059-06532 starts at the Camellia Avenue and Tulip Street
intersection. The gravity segment travels west, turning south at 059-06575A. The gravity
segment turns west at 059-06574, continuing until reaching 059-06532.
Gravity segment 059-06532 to 059-06045 starts at the South 15 th Street and South Street
intersection. The gravity segment travels west along South Street, crossing the KCS railroad
tracks and under I-110 ramps and overpass. The line travels north at the intersection of
South Street and Maximillian Street to 059-06613. The line travels north, turning west at 059-
06614. The line continues west until reaching 059-06045 located northwest of the St Joseph
Street and South Blvd intersection.
Gravity segment 059-06140 to 059-06236 starts near the North Blvd and N 6th Street
intersection. The gravity segment travels south until reaching 059-06139. The line travels
east until reaching 059-06229. The gravity segment travels south until reaching 059-06230.
The line travels east until reaching 059-06236, located near the America Street and St Joseph
Street intersection.
Gravity segment 059-6236 to 059-06128 starts at the America Street and St. Joseph Street
intersection. The gravity segment travels south until reaching 059-06128, located at the
Government Street and St. Joseph Street intersection.
Gravity segment 059-06128 to 059-06045 starts at the Government Street and St. Joseph
Street intersection. The gravity segment travels south until reaching 059-06045, located near
the South Boulevard and St. Joseph Street intersection.
Gravity segment 059-05878 to 059-05868 starts south of North St and River Road
intersection. The gravity segment travels south until reaching 059-05868, located near the
River Road and North Boulevard intersection.
Gravity segment 059-06287 to 059-06128 starts northwest of the Government Street and 11th
Street intersection. The gravity segment travels west, running parallel to Government Street,
until reaching 059-06128 near Government and St. Joseph Street.
GNV31031158548.DOCX/103440008 4-21 JANUARY 2011
REV. 5

SECTION 4. CENTRAL BASIN PROJECTS
Gravity segment 060-06987 to 060-06935 starts west of Main Street and N 12th Street
intersection. The gravity segment travels southwest until reaching 060-06935 located east of
the Main Street and North 11th Street intersection.
Gravity segment 060-07038 to 060-06953A starts north of North Street between Canal Street
and N 11th Street. The gravity segment travels north until reaching 060-06953A near
Spanish Town Road.
Gravity segment 060-7741 to 060-07736 starts west of Scenic Highway between Bay Street
and Ellerslie Drive. The gravity segment travels southeast until reaching 060-07737 near
Ellerslie Drive, where it then travels southwest along a drainage canal towards Foss Street to
060-07736. Gravity segment 060-07736 to 060-07735 travels southwest ending at 060-07735
near Foss Street.
Gravity segment 060-07735 to 060-07735I starts northeast of Foss Street and North 19th
Street intersection. The gravity segment travels southwest along Foss Street until reaching
060-07735I.
Gravity segment 060-07735I to 060-07735J travels west, parallel to Foss Street, until reaching
060-07735J, located at the intersection of Foss Street and North 19 th Street.
Gravity segment 060-07735J to 060-07734 travels southeast parallel to North 19 th Street until
reaching 060-07734, located northwest of the intersection of North 19th Street and North 17 th
Street.
Gravity segment 060-7734 to 060-07729 starts northwest of the intersection of North 19 th
Street and North 17 th Street and travels over land in a southwesterly direction near the
Memorial Stadium to 060-07739, which is west of the interchange of I-110 and North 19 th
Street.
Gravity segment 060-7729 to 060-07931 travels south from 060-07729, crosses I-110, and
parallels Frisco Street to 060-07931, which is located near the intersection of North 16 th Street
and Spanish Town Road.
Scope
The entire CGN-C-0003 (South Boulevard – St. Joseph Street Sewer Area Upgrades) project
consists of approximately 16,600 feet of gravity sewer upstream of PS 59 and PS 60. Table 4-
3 shows the scope of this project.
TABLE 4-3
CGN-C-0003 (South Boulevard – St. Joseph Street Sewer Area Upgrades) – Pipeline Information
US Node
DS Node
Length
(ft)
Existing
Diameter
(in)
Proposed
Diameter
(in)
Comments
059-06088 New MH #C-3 570 24 36
New MH #C-3 New MH #C-1 30 39 48
059-06445 059-06532 2,195 10 & 12 21
059-06532 059-06045 2,920 10 & 12 24
059-06140 059-06236 1,100 10 15
059-06236 059-06128 940 18 24
GNV31031158548.DOCX/103440008 4-22 JANUARY 2011
REV. 5

SECTION 4. CENTRAL BASIN PROJECTS
TABLE 4-3
CGN-C-0003 (South Boulevard – St. Joseph Street Sewer Area Upgrades) – Pipeline Information
US Node
DS Node
Length
(ft)
Existing
Diameter
(in)
Proposed
Diameter
(in)
Comments
059-06128 059-06045 1,330 15 & 21 27
059-05878 059-05868 1,961 8, 27, 30, & 36 42
059-06287 059-06128 1,530 10 15
060-06987 060-06935 280 10 15
060-07038 060-06953A 360 18 24
060-07741 060-07736 400 18 24
060-07736 060-07735 345 18 24
060-07735 060-07735I 80 18 24
060-07735I 060-07735J 70 18 24
060-07735J 060-07734 170 18 24
060-07734 060-07729 1,300 18 24
060-07729 060-07931 1,000 18 24
Note: The existing pipe sizes and lengths were obtained from the BTRSSO hydraulic model.
Total Construction Bid Amount is $17,970,000.
Scheduled Design Appropriation Year was 2008.
Scheduled Construction Appropriation Year was 2010.
Construction is On-Going.
GNV31031158548.DOCX/103440008 4-23 JANUARY 2011
REV. 5

3rd
5th
Royal
9th
15th
17th
18th
18th
19th
21st
22nd
4th
De Queen
#
Chestnut
Walnut
16th
19th
Dort
Mansfield
15th
Birch
Plank
Woodrow
PS60
#
Miller
Capitol Lake
Lakeridge
Sorrel
Capitol Access
Highway
Foss
Bay
060-07741
!R
!R 060-07736
060-07735I
!R !R !R 060-07735
060-07735J !R
060-07734
17th
Ellerslie
Fuqua
River
Lafayette
3rd
State Capitol
4th
!R
059-05878
059-05875
!R!R 059-05873
!R 059-05872
059-05872A !R
!R
059-05871
!R
059-05870
5th
Laurel
6th
7th
7th
6th
I-110
7th
Bungalow
8th
8th
!R
060-07038
059-06140
!R
!R 059-06236
8th
8th
10th
060-06953A
!R
Canal
060-06987
!R !R
060-06935
Florida
11th
10th
11th
11th
12th
12th
17th
12th
14th
13th
Bridge
13th
15th
12th
12th
13th
14th
14th
14th
Gracie
North
15th
!R
15th
16th
North
060-07931
16th
17th
16th
Main
17th
17th
Brice
18th
Gracie
19th
Hurst
Gayosa
20th
Convention
Gass
Meyer
18th
20th
21st
Scenic
Eddie Robinson Sr
St Louis
Royal
I-10
059-05858
#
059-05857
059-05864
059-06089
059-06088
!R !R
059-06128
059-06282
Royal
East
10th
South
Spain
059-06287
!R
059-06045
059-06532
!R !R
Hart
10th
12th
11th
Peach
Eddie Robinson Sr
Julia
Iberville
Marcellious
14th
15th
15th
Olive
Bruce
16th 16th
Oleander
17th
Brice
Myrtle
17th
18th
059-06445
!R
Dare
Park
Spain
Wisteria
Oleander
Olive
Kleinert
Tulip
East Baton Rouge Parish
Legend
Proposed
South Blvd - St. Joseph St.
Existing
#I
³
New Pump
Sewer Area Upgrades
Exist. Gravity
Stations
Exist. Forcemain
CGN-C-0003
New Gravity Main
# Exist. Pump Station
New Force Main
Project Vicinity Map
!R Manholes\Nodes
") New Storage Facility Figure 4-11
0 1,150
2,300
Feet
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDAT ES2010\CAPACITY\CENTRAL\CGN-C-0003_mpj012011.MXD

SECTION 4. CENTRAL BASIN PROJECTS
4.2.4 CGN-C-0004 (Downtown Area –PS 59 Improvements)
The CGN-C-0004 project has been combined with CGN-C-0005 (Downtown Area - PS 15, PS
19, PS 59, and PS 60 Improvements) from the October 2008 PDP. The combined project has
been designated CGN-C-0005 (Downtown Area Pump Station Improvements) and is
described in Section 4.2.5.
4.2.5 CGN-C-0005 (Downtown Area Pump Station Improvements)
Project Description
Purpose of the Project/Project Background
The CGN-C-0005 (Downtown Area Improvements) project includes the upgrade of PS 15, PS
19, and PS 59 to alleviate SSOs at and near the PSs as well as in their respective upstream
basins. This project is the combination of CGN-C-0005 (Downtown Area – PS515, PS519, and
PS 59 Improvements) and CGN-C-0004 (Downtown Area – PS 59 Improvements) from the
October 2008 PDP. The combined project has been designated CGN-C-005 (Downtown Area
Pump Stations) and is described in the rest of this section.
The BTRSSO hydraulic model also predicts a PS capacity exceedance for the future peak wet
weather flow. PS 15, PS 19, and the existing PS 60 will utilize the new forcemains outlined in
the project CGN-C-0001 (Capital Lake Drive – Gayosa Street). PS 59 was added to this
project in 2009 because of the similarity of the project and proximity to the other pump
stations included in this project. During design, it was discovered that PS 59 could be
rehabilitated by installing new pumps rather than completely replacing the entire pump
station.
Location
The locations of PS 15, PS 19, and PS 59 are given in Table 4-4 and in Figure 4-12.
Scope
The scope of this project is shown in Table 4-4.
TABLE 4-4
CGN-C-0005 (Downtown Area Pump Station Improvements) – Pump Station Information
Existing Max
Capacity
(GPM)
PS No.
PS 15
PS 19
PS 59
(rehab)
Location
Washington Street, near intersection of
West Belfair Drive
Eiland Drive, near intersection of 4th
Street
Near the intersection of River Road and
South Blvd.
Future Peak Wet
Weather Flow
(GPM)
Dry
Weather
(GPM)
694 4,014 799
417 1,493 193
7,777 26,665 4,570
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.
Total Construction Bid Amount is $4,841,000.
Scheduled Design Appropriation Year was 2008.
Scheduled Construction Appropriation Year was 2010.
Construction Underway.
GNV31031158548.DOCX/103440008 4-25 JANUARY 2011
REV. 5

3rd
9th
12th
22nd
28th
29th
West
East
Edison
46th
Mouton
PS1012
#
Chippewa
#
#I
#
#
#I
#
Birch
4th
Daisy
PS19
Pittsburg
Joplin
Phlox
Neosho
De Queen
Mansfield
Lockwood
Beaumont
Purslane
15th
16th
17th
18th
19th
Madison
Walnut
Bay
Erie
#
26th
Iroquois
29th
28th
Calumet
Ozark
Erie
Brady
Dalton
Monroe
Adams
Oswego
Ozark
Winbourne
Ontario
Seneca
Monroe
38th
37th
Choctaw
39th
39th
Barrow
Webb
Gus Young
Mission
Eaton
Bartlett
#
Monroe
Belfair
Eaton
Yaun
Martin
Mission
Bradley
Jean
Wilmot
Frey
Ritterman
Adams
Madison
Fairfields
PS15
Foster
Jackson
49th
Foster
#
Conrad
44th
Scenic
PS60
#
I-110
#
Sorrel 10th
25th
27th
Highway
43rd
Capitol Lake
17th
Foss
24th
Fuqua
36th
7th
11th
48th
3rd
Main
35th
Florida
6th
23rd
30th
6th
5th
8th
8th
19th
30th
Connell
Main
North
Beck
48th
49th
4th
Leo
Phillips
5th
7th
8th
North
8th
12th
PS59
#I
#
#
Terrace
South
11th
10th
10th
11th
14th
15th
16th
16th
17th
Tulip
Olive
Terrace
Myrtle
Acadian
Steele
Government
#
River
#
PS7A PS7
#
I-10
#
PS10
#
PS3
#
#
Perkins
Kleinert
Eugene
Clay Cut
Broussard
Parker
Richland
Glenmore
Edison
Wiltz
Nicholson
Alice
Dalrymple
Lakeshore
Ingleside
Valley
Longwood
Wells
Bawell
Balis
Avondale
St Rose
Letitia
Eugene
Ogden
Lovers
Cole
Richland
Hanson
Moore
Hebert
Westdale
Emma
Haig
East Baton Rouge Parish
Iowa
Mary
Polk
Harding
Fig
Fig
July
June
Hillsdale
Greenwood
Legend
Proposed
Existing
Downtown Area PS Improvements
#I
³
New Pump
Exist. Gravity
Stations
Exist. Forcemain
CGN-C-0005
New Gravity Main
# Exist. Pump Station
New Force Main
Project Vicinity Map
!R Manholes\Nodes
") New Storage Facility Figure 4-12
0 0.5
1
Miles
Goldenrod
Delta
Yazoo
17th
Country Club
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDATES-2010\CAPACITY\CENTRAL\CENTRAL MAPS\CGN-C-0005.MXD SGELPI 11/9/2010 09:49:50

SECTION 4. CENTRAL BASIN PROJECTS
4.2.6 CGS-C-0001 (Roosevelt Street Area – PS 1 Improvements)
Project Description
This project was deleted due to the Central Consolidation, as PS 1 no longer required
improvements due to consolidation.
4.2.7 CGS-C-0002 (University Lake Area – PS2, PS5, and PS6 Improvements)
Project Description
This project was deleted due to the Central Consolidation. PS 2, PS 5, and PS 6 will all be
part of the CC-EAST-PS (Central Consolidated Pump Station) project.
4.2.8 CGS-C-0003 (Acadian/Claycut Area – PS3 and PS4 Improvements)
Project Description
This project was deleted due to the Central Consolidation. PS 3 and PS 4 will be part of the
CC-EAST-PS (Central Consolidated Pump Station) project.
4.2.9 CGS-C-0004 (Highland Road – Buchanan Street Area Sewer Upgrades)
Project Description
Purpose of the Project/Project Background
The purpose of this project is to upgrade gravity sewers upstream of PS 1, PS 2, and PS 5to
alleviate SSOs in the Central Gravity South basin. The project also includes new forcemain
from PS 6, PS 91, and the new Glasgow PS, which will all be constructed as part of the
Central Consolidated Pump Stations project. The original project from the January 2008 PDP
had several hundred feet of gravity sewer deleted from it with several hundred feet of
forcemain added to it due to Central Consolidation, and was combined with the CGS-C-
0005 (Stanford Avenue – Ferndale Avenue) project. The combined project has been
designated the CGS-C-0004 (Highland Road – Buchanan Street Area Sewer Upgrades) and is
described in this section.
Location
The forcemains and gravity segments in this project are shown in Figure 4-13.
Gravity segment 001-00425A to 001-00425 starts on East Polk Street between Colorado Street
and Nebraska Street. The gravity segment travels west until reaching 001-00425 located on
East Polk Street between Nebraska Street and Highland Road.
Gravity segment 001-00425 to 001-00293 starts on East Polk Street between Nebraska Street
and Highland Road. The gravity segment travels west on Polk Street, then southeasterly
along Highland Road, ending at Johnson Street.
Gravity segment 002-01393 to 002-01390 starts northeast of the Stanford Avenue and West
Lakeshore Drive intersection. The gravity segment travels northeast until reaching 002-
01391. The line travels north until reaching 002-01390 near the Stanford Avenue and South
Lakeshore Drive intersection.
Gravity segment 002-01390 to 002-01361 starts near the Stanford Avenue and South
Lakeshore Drive intersection. The gravity segment travels northeast along Stanford Ave
until reaching 002-01361, located southwest of the Stanford Avenue and East Lakeshore
Drive intersection.
GNV31031158548.DOCX/103440008 4-27 JANUARY 2011
REV. 5

SECTION 4. CENTRAL BASIN PROJECTS
Gravity segment 005-03915 to 005-03914 starts southwest of the Eugene Street and Valley
Street intersection. The gravity segment travels southeast until reaching 005-03914, located
near the railroad crossing at Valley Street.
Gravity segment 005-03808 to JM001 starts at the Nairn Drive and Valley Street intersection.
The gravity segment travels southwest until reaching 005-03802. The line travels southeast
until reaching 005-03801. The gravity line travels southwest until reaching JM001 , located
near Valley St and Pump Station 5.
Gravity segment JM001 to 005-03800 will travel in a southwesterly direction until reaching
005-03800 near Valley Street and PS 5.
Gravity segment 006-04250 to PS 6 starts southeast of the West Lakeshore Drive and
Stanford Drive intersection. The gravity segment travels northwest until reaching PS 6.
The new forcemain segment PS 91 FM to DUM 001 will start from PS 91 located near the
intersection of Concord Avenue and Lexington Drive, and travels south then southwest
along Moss Side Lane until reaching the railroad right-of-way on the north side of the
railroad. The forcemain will then travel in a northwesterly direction within the railroad
right-of-way until it intersects (DUM 001) with a new forcemain near the intersection of
Glasgow Avenue and Perkins Road.
The new forcemain segment Glasgow PS to DUM 0001 will start near the intersection of
Tupelo Street and Glasgow Avenue, and follow Glasgow Avenue crossing Perkins Road
and the railroad to intersection (DUM 001) with the forcemain segment from PS 91.
The new forcemain segment DUM 001 to JM001 will begin at the intersection point of
segments PS 91 forcemain to DUM 001 and DUM DS to DUM 001. The forcemain will then
travel in a northwesterly direction mostly within the railroad right-of-way until reaching JM
001.
Forcemain segment PS6 to PS6DS starts southeast of West Lakeshore Drive and Stanford
Drive intersection. The forcemain travels northeast, parallel to Stanford Drive until reaching
PS6DS near the South Lakeshore Drive and Stanford Drive intersection.
Scope
Project CGS-C-0004 (Highland Road – Buchanan Street Area Sewer Upgrades) includes
approximately 1,100 feet of 10-inch and 15-inch gravity sewer upstream of PS 1,
approximately 2,000 feet of 21-inch and 24-inch gravity sewer upstream of PS 2,
approximately 1,100 feet of 12-inch, 18-inch, and 42-inch gravity sewer upstream of PS 5,
approximately 40 feet of 21-inch gravity sewer upstream of PS 6,approximately 1,400 feet of
12-inch forcemain downstream of PS 6, and approximately 7,000 feet of 10-inch, 12-inch, and
15-inch forcemain downstream of PS 91 and Glasgow PS, as shown in Table 4-5.
GNV31031158548.DOCX/103440008 4-28 JANUARY 2011
REV. 5

SECTION 4. CENTRAL BASIN PROJECTS
TABLE 4-5
CGS-C-0004 (Highland Road – Buchanan Street Area Sewer Upgrades) – Pipeline Information
US Node
DS Node
Length
(ft)
Existing
Diameter
(in)
Proposed
Diameter
(in)
001-00425A 001-00425 15 8 10
Comments
001-00425 001-00293 1,100 8 & 10 15
002-01393 002-01390 1,200 15 & 18 21
002-01390 002-01361 800 18 24
005-03915 005-03914 400 8 12
005-03808 JM 0001 560 10 18
JM 001 005-03800 110 New 42
PS 91 FM DUM 001 2,750 New 12 Forcemain
Glasgow PS DUM 001 960 New 10 Forcemain
DUM 001 JM 001 3,280 New 15 Forcemain
006-04250 PS6 40 10 21
PS6 PS6DS 1,400 8 12 Forcemain
Note: The existing pipe sizes and lengths were obtained from the BTRSSO hydraulic model.
Total Construction Bid Amount is $4,326,000.
Scheduled Design Appropriation Year was 2008.
Scheduled Construction Appropriation Year was 2009.
Construction is On-Going.
GNV31031158548.DOCX/103440008 4-29 JANUARY 2011
REV. 5

South
§¨¦ I-110
Terrace
Myrtle
Clay Cut
Steele
Richland
Greenside
Foster
Westdale
Castile
College
Avondale
Silliman
Fig
17th
Parker
Longwood
Ingleside
Glenmore
Woodside
001-00425
Alaska
!R!R
!R
001-00425A
001-00293
Dalrymple
May
Hillsdale
Christian
Hollydale
Bawell
!R
!R
!R!R
005-03915
005-03800
Nairn
005-03808
Balis
Balis
Bankers
Hilton
§¨¦ I-10
002-01390
!R
!R
002-01361
Hood
Carl
Hood
Mimosa
Yorktown
Campus
Nicholson
Gourrier
Tower
Stadium
Lakeshore
002-01393
!R !R
PS6DS
!R
Stanford
006-04250
Forge
Aberdeen
Stuart
Bluebell
Sweetbriar
Hyacinth
Perkins
Y A Tittle
Earl Gros
Parker
East Baton Rouge Parish
Jennifer Jean
Nicholson
Boyd
Burbank
Proposed
#I
")
New Pump
Stations
New Gravity Main
New Force Main
New Storage Facility
Highland
Legend
³
Ben Hur
#
Lee
0 2,000
4,000
Feet
!R
Existing
Burgin
Dubois
Leeward
Sunset
Exist. Gravity
Exist. Forcemain
Exist. Pump Station
Manholes\Nodes
Nelson
Chandler
Woodstone
Woodgate
Elmcrest
Wylie
Seyburn
Dahlia
Pollard
Chandler
CGS-C-0004
Project Vicinity Map
Figure 4-14
Quail
Highland Rd. - Buchanan St.
Sewer Area Updates
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP-UPDATE-SCOTT_060909.MXD SGELPI 10/19/2009 11:10:59

SECTION 4. CENTRAL BASIN PROJECTS
4.2.10 CGS-C-0005 (Stanford Avenue – Ferndale Avenue)
Project Description
This project was combined with project CGS-C-0004 (Highland Road – Buchanan Street) due
to deletion of large gravity sewer because of the Central Consolidation projects and has been
designated CGS-C-0004 (Highland Road – Buchanan Street Area Sewer Upgrades) and is
described in Section 4.2.9
4.2.11 CGS-C-0006 (Government Street – South Acadian Thruway Sewer Area
Upgrades)
Project Description
Purpose of the Project/Project Background
Project CGS-C-0006 (Government Street – South Acadian Thruway Sewer Area Upgrades)
includes the upgrade of gravity sewers upstream of PS 3 and PS 4 to alleviate SSOs in the
vicinity. Sections of gravity sewer that were to be upgraded as part of this project in the
January 2008 PDP have been deleted due to hydraulic modeling improvements.
Location
The gravity segments in this project are shown in Figure 4-14.
The project begins near the intersection of Westdale Drive and College Drive. The new
gravity line follows College Drive until reaching Ward’s Creek. The gravity line turns
northwest, paralleling Wards Creek along the edge of Webb Golf Course (BREC) and
continues to Claycut Drive. The gravity line turns northeast and continues along Claycut
Drive to PS 4.
Segment 2 begins north of Government Street and parallels the eastside of Ward’s Creek for
approximately 300 feet. The gravity line crosses Government Street, and follows along
Mouton Street to Capital Heights Ave. The line then turns east along Capital Heights until
the intersection with Hebert Street. The line turns south following Hebert Street and then
paralleling Ward’s Creek. The gravity line crosses Ward’s Creek and terminates at PS 4.
Segment 3 starts near Florida Blvd and Kernan Avenue intersection. The gravity line travels
south along Beverly Drive, crosses Government Street and routes through the
Westmoreland Shopping Center. The line then crosses Dawson’s Creek and parallels
Dawson’s Creek along the east side of Catholic High School. The line crosses Dawson’s
Creek on the north side of Claycut Drive and terminates on the east side of the creek.
Segment 4 starts near the Government Street and Beverly Drive intersection. The gravity
line travels west east along Government Street terminating at the intersection of
Westmoreland Drive and Government Street.
Segment 5 starts north of the Myrtle Avenue and Marwede Avenue intersection. The gravity
line travels north until reaching Claycut Drive. The gravity line travels east tying into
Segment 3.
Scope
The project includes approximately 12,000 feet of new gravity sewer pipe ranging in
diameter from 8 inches to 27 inches.
GNV31031158548.DOCX/103440008 4-31 JANUARY 2011
REV. 5

SECTION 4. CENTRAL BASIN PROJECTS
Project CGS-C-0006 (Government St – South Acadian Thruway Sewer Area Upgrades)
includes approximately 5,800 feet of 21-inch, 24-inch, and 27-inch gravity sewer construction
upstream of PS 4 and approximately 5,200 feet of 12-inch, 15-inch, 18-inch, 24-inch, and 27-
inch gravity sewer construction upstream of PS 3, as shown in Table 4-6.
TABLE 4-6
CGS-C-0006 (Government Street – South Acadian Thruway Sewer Area Upgrades) – Pipeline Information
US Node
DS Node
Length
(ft)
Proposed
Diameter
(in)
004-03027 004-02967A 1,210 21
004-02967D 004-03004 20 15
004-02967A 004-02951 1,230 24
004-02951 004-02950 110 27
004-3201 004-02980B 3,730 24
003-02286 003-02203 2,240 15
003-02203 003-02039 340 18
003-02039 003-01927B 1,410 21
003-01927B 003-01927A 90 24
003-01929 003-01927B 300 12
003-02203B 003-02235 700 15
Note: The pipe lengths were obtained from the BTRSSO hydraulic model.
Comments
Total Construction Bid Amount is $4,700,000.
Scheduled Design Appropriation Year was 2009.
Scheduled Construction Appropriation Year is 2011.
Design is On-Going.
GNV31031158548.DOCX/103440008 4-32 JANUARY 2011
REV. 5

West
East
46th
49th
Columbus Dunn
36th
38th
44th
Parlange
47th
31st
32nd
40th
29th
35th
30th
30th
37th
Ruth
39th
48th
North
Melrose
Afton
Leighton
Waverly
48th
Main
49th
Roselawn
Main
Maywood
Laurel
Asphodel
Live Oak
Beck
Gottlieb
Ogden
Gebelin
Convention
Bedford
Connell
Kernan
!R
Hearthstone Greta
Beverly
Acadian
003-02286
Phillips
Peachtree
Lovers
North
Steele
Lofaso
Florida
Richland
Tuscaloosa
Fairfax
Wabash
Wabash
Park Hills
Edison
Leo
Convention
Ray
004-03027
Beck
Beck
Hatcher
!R
Convention
Fairfax
Cloud
Waverly
Ardenwood
Rebel
003-02084
!R !R
!R
003-02203
!R
003-02039
003-02203B
004-03006
Wiltz
!R
Government
Mouton
Moore
Hebert
Bienville
Caddo
St Tammany
Acadia
St Landry
Concordia
Franklin
Rapides
Jefferson
Eugene
Arlington
Kenmore
Myrtle
Kleinert
003-01928
003-01929
!R
!R!R
!R
003-02035
003-01927
Blanchard
Edison
PS4
PS4
#!R !R
004-02951
004-03279
Greenside
Foster
Castile
Glenmore
Westmoreland
Ira
Longwood
Burgundy
Foch
Eugene
Arlington
Kenmore
Belmont
Parker
Broussard
Goldenrod
Moreland
Silliman
Avondale
Rosemont
!R
!R
!R
004-03269 004-03199
Westdale
004-03201
#
PS22
Country Club
Longwood
Ormandy
Ridge
Ingleside
College
Ramsey
Zeeland
Chatfield
Lydia
Edward
Reymond
#
PS3
Churchill
Ramsey
Yazoo
Woodside
Wells
Wells
Balis
Abelia
Bardwell
Perth
East Baton Rouge Parish
# Legend
Government St. - South Acadian Thrwy.
Proposed
Existing
#I
³
Sewer Upgrades
New Pump
Exist. Gravity
Stations
Exist. Forcemain
CGS-C-0006
New Gravity Main
# Exist. Pump Station
New Force Main
!R Manholes\Nodes
Project Vicinity Map
") New Storage Facility Figure 4-14
0 1,125
2,250
Feet
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDATES2010\CAPACITY\CENTRAL\C GS-C-0006_mpj120810

SECTION 4. CENTRAL BASIN PROJECTS
4.2.12 CGS-C-0007 (Central Storage/Equalization)
Project Description
This project has been deleted from the PDP due to the Central Consolidation. The storage at
the Central WWTP is no longer needed, although the storage volume required at the South
WWTP has been increased due to the consolidation of the Central WWTP with the South
WWTP operations.
4.2.13 CC-WWTP-PS (PS 42)
Project Description
Purpose of the Project/Project Background
The CC-WWTP-PS (PS 42) Project includes the design and construction of one 48 MGD
(33,300 gal/min) pump station facility (PS 42), vapor phase biotower-type odor control, and
associated yard piping and valves to pump the flow from PS 1, PS 59, and the LSU pump
station to the South WWTP. The Central WWTP pump station will be located near the
current site of the Central WWTP, and will pump through the new forcemain described in
the project entitled CC-WWTP-PS (PS 42 FM). Once this project is completed, the Central
WWTP will be decommissioned and demolished.
Location
The Central Pump Station Project is located adjacent to the existing Central WWTP property
at 2443 River Road, south of the downtown Baton Rouge area. The proposed location of the
pump station is on existing property owned by the C-P and is shown in Figure 4-15.
Scope
The scope of this project is shown in Table 4-7.
TABLE 4-7
CC-WWTP-PS (PS 42) – Pump Station Information
Existing Max
Capacity
PS NO.
LOCATION
(GPM)
Future Peak Wet
Weather Flow
(GPM)
Dry Weather
(GPM)
PS 42 2443 River Bend New 40,000 6,144
Note: The future peak wet weather flow was obtained from the BTRSSO hydraulic model.
Total Construction Bid Amount is $6,700,000.
Scheduled Design Appropriation Year was 2009.
Scheduled Construction Appropriation Year was 2010.
Design is On-Going.
GNV31031158548.DOCX/103440008 4-34 JANUARY 2011
REV. 5

River
Central WWTP
3Q
Johnson
Mc Kinley
#I
PS42
PS42
Grant
Nicholson
Indiana
Illinois
Garfield
Garfield
Roosevelt
Wyoming
Daniel Webster
East Baton Rouge Parish
Legend
Proposed Existing
PS 42
³
New Pump
Exist. Gravity
Stations
Exist. Forcemain
New Gravity Main
# Exist. Pump Station
New Force Main
Project Vicinity Map
!R Manholes\Nodes
Wastewater Treatment Plant
Figure 4-15
#I
") WTP
0 170
340
Feet
CC-WWTP-PS
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP-2009UPDATE-SCOTT_102009.MXD SGELPI 10/20/2009 12:37:09

SECTION 4. CENTRAL BASIN PROJECTS
4.2.14 CC-EAST-PS (Central Consolidated PSs)
Project Description
Purpose of the Project/Project Background
The CC-EAST-PS (Central Consolidated Pump Stations) Project involves the design and
construction of nine pump stations (PS 2, PS 3, PS 4, PS 5, PS 6, PS 7, PS 10, PS 91, and the
Glasgow Pump Station). Three pump stations (PS 2, PS 7, and PS 10) are to be interconnected
in a network that will discharge into PS 5. PS 5 will pump directly to the South WWTP via a
new large forcemain following completion of construction of the South WWTP – Phase I
project, which is currently in the design phase. PS 3, PS 91, and the Glasgow Pump Station
will each pump independently to PS 5 through two separate new forcemains. PS 4 pumps to
PS 3 through an existing forcemain. PS 6 will pump through a new 12–inch forcemain that
will replace the existing forcemain from PS 6 along Stanford Avenue northeast to node PS 6DS
(MH 002-01393), located near the intersection of South Lakeshore Drive and Stanford Avenue.
The forcemains from PS 2, PS 3, PS 5, PS 7, and PS 10 will be constructed as part of the
CC-EAST-FM (Central Consolidated Forcemains) project. The forcemains from PS 6, PS 91,
and the Glasgow Pump Station will be constructed as part of the CGS-C-0004 (Highland
Road – Buchanan Street Sewer Area Upgrades) project.
Location
The CC-EAST-PS (Consolidated Pump Stations) project is primarily located in the Central
Baton Rouge area. Detailed location descriptions of the required capacity improvements are
presented in Table 4-10and are shown in Figure 4-16.
Scope
The scope of this project is shown in Table 4-8.
TABLE 4-8
CC-EAST-PS (Central Consolidated PSs) – Pump Station Information
PS No.
Location
Existing Max
Capacity
(GPM)
Future Peak Wet
Weather Flow
(GPM)
Dry Weather
(GPM)
PS 2 Claycut Bayou 3,819 6,458 1,481
PS 3 Acadian Thruway, near Bawell Street 3,958 16,436 2,094
PS 4
Claycut Road near the intersection at
3,819 8,055 1,042
Bienville Street
PS 5 Valley Street and Perkins Road 903 29,720 5,589
PS 6 Stanford Ave and Lakeshore Drive 347 1,805 351
PS 7
Dalrymple Drive, near the intersection at E 720 1,180 140
Washington Street
PS10
East Lakeshore Drive, near southeastern 500 1,479 92
corner of City Park
PS 91
Concord Drive near the intersection with
500 1,517 294
Lexington Drive
Southdowns
Pump Station
Glasgow Avenue near the intersection with
Tupelo Drive
New 1,800 N/A
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.
Total Construction Bid Amount is $16,600,000.
Scheduled Design Appropriation Year was 2009.
Scheduled Construction Appropriation Year was 2010.
Design is On-Going.
GNV31031158548.DOCX/103440008 4-36 JANUARY 2011
REV. 5

15th
Park
20th
Arlington
West
East
Whitter
14th
14th
Pear
Chimes
15th
Virginia
16th
State
Stadium
Ag Center
Swire
Burbank
15th
17th
16th
17th
Parker
#I
#
July
17th
March
June
Dalrymple
#
#
Olive
PS7
PS68
Kleinert
Terrace
#I
#
May
Lakeshore
L S U
Delgado
East Baton Rouge Parish
21st
Tulip
Lakeshore
#
#I
#
#I
#
Clara
Highland
Spain
Blouin
PS10
Fiero
Hillsdale
Carriage
Elissalde
PS2
Stanford
Ursuline
Christian
#
PS6
St Rose
Letitia
Lydia
Hollydale
PS1014
PS1013
Forge
Bourbon
Barrosa
Ogden
Myrtle
Ferndale
#
Broussard
Reymond
Tyrone
Eugene
Greenwood
Bedford
Cedardale
Cloverdale
Floyd
Glendale
PS120
Beverly
Clay Cut
Myrtledale
Hood
Jolly
Goldenrod
#I
#
#
Lee
Parker
Stephens
Acadian
Perkins
Aberdeen
Lovers
PS3
Ross
Burgin
Carl
Stuart
Hood
#
Cole
Palm
Hyacinth
Florence
Mimosa
PS70
#
Pickett
PS1009
Steele
Churchill
Rubin
Richland
Bawell
Delta
Bennett
Richland
Edison
Edison
#I
#
Bluebell
PS34
Glenmore
Yazoo
Tupello
Orchid
Hanson
Poplar
Whitehaven
#
Glasgow
Wiltz
Ingleside
Wells
Valley
PS5
Yazoo
Mimosa
Longwood
Balis
Mouton
Country Club
Wells
Moore
#I
#
Balis
PS Southdowns
Bluebell
Rabey
#I
Sweetbriar
Silliman
Hebert
Avondale
Abelia
Barber
Concord
Whitehaven
Caddo
PS4
Greenside
Rosemont
Government
Foster
Westdale
Ormandy
Bardwell
Bazaar
Pointer
Trust
Revere
Acadia
College
PS375
#
Bankers
Pollard
Franklin
Hilton
#
#
PS22
#I
#
Bunker Hill
Dahlia
Jefferson
Castile
Berkshire
Energy
Corporate
I-10
Evans
Winn
Congress
Valley Forge
Stratford
Esplanade
Marion
PS91
Legend
Proposed
Central Consolidated Pump Stations
Existing
#I
³
New Pump
Exist. Gravity
Stations
CC-EAST-PS
Exist. Forcemain
New Gravity Main
# Exist. Pump Station
New Force Main
Project Vicinity Map
!R Manholes\Nodes
") New Storage Facility Figure 4-16
0 1,600 3,200
Feet
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDATES-2010\CAPACITY\CENTRAL\CENTRAL MAPS\CC-EAST-PS.MXD SGELPI 11/9/2010 09:51:52
Krista
#
Quail
Marion
PS119
Marion
#
Trenton
Peggy

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 Plan 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

Aster
#
Stadium
Iowa
Iowa
#
PS1
State
July
May
#
#
#
PS2
Christian
Hollydale
# #
Hood
Carl
#
Stuart
Balis
Balis
College
#
Barber
Concord
Perkins
Bankers
Hilton
Corporate
I-10
PS119
#
#
#
Lakeshore
Campus
#
#
PS165
PS373
#
Westervelt
River
#
#
Sarpy
Gourrier
#
#
PS140
#
# # #
PS445
#
PS236
Tigerland
Bob Pettit
Alvin Dark
Parker
PS292
Boyd
PS1011
#
#
Brightside
PS439
Etta
#
#
#
#
PS68
PS305
#
Ben Hur
Stanford
PS6
#
Highland
Forge
#
Lee
# 2N-1
!R
PS120
Burgin
#
PS70
#
Dubois
Chandler
Nelson
#
Burbank
#
Bluebell
#
Menlo
#
#
#
PS245
#
PS56#
# # #
#
#
Seyburn
Dahlia
Pollard
PS267
Rodney
Quail
Baird
Maxine
Louray
Albert Hart
#
PS1008
Laurel Lakes
PS415
PS329
#
!R
PS2N_2
Bella
Ben Hur
#
PS446
Hadley
#
#
#
PS261
Nicholson
Helm
Port
Mast
#
G S R I
Ned
#
Seabord
River
PS61
Gardere
#
#
#
East Baton Rouge Parish
Legend
Proposed
Existing
PS 42 Forcemain
#I
³
New Pump
Exist. Gravity
Stations
CC-WWTP-FM
Exist. Forcemain
New Gravity Main
# Exist. Pump Station
New Force Main
Project Vicinity Map
!R Manholes\Nodes
") New Storage Facility Figure 4-17
0 3,250
6,500
Feet
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDATES2010\CAPACITY\CENTRAL\C C-WWTP-FM_mpj120810

SECTION 4. CENTRAL BASIN PROJECTS
4.2.16 CC-EAST-FM (Central Consolidated FM)
Project Description
Purpose of the Project/Project Background
The CC-EAST-FM (Central Consolidated Forcemain) project will work in conjunction with
the CC-EAST-PS (Central Consolidated Pump Stations) project which includes design and
construction of nine new pump stations (PS 2, PS 3, PS 4, PS 5, PS 6, PS 7, PS 10, PS 91, and
Glasgow). This project includes the design and construction of a manifolded forcemain to
convey flow to PS 5 from PS 2, PS 7, and PS 10. The project also includes a new individual
forcemain separate from the aforementioned manifolded forcemain to convey flow from PS
3 directly to PS 5. In addition, a forcemain will be constructed to convey flow from PS 5 to a
new manifolded forcemain that will be constructed as part of the CC-WWTP-FM (PS 42 FM)
project.
The project purpose is to redirect flows within the Central Basin to the South WWTP
following completion of construction of the South WWTP Wet Weather Improvements
Project, Phase I, which is currently in the design phase.
Location
Figure 4-18 shows the location of the gravity sewer and forcemain in this project.
Gravity segment 010-04925 to PS 10 begins near the intersection of Hillsdale Drive and
Cottonwood Avenue, and terminates at PS 10, which is located on East Lakeshore Drive,
near Dalrymple Drive.
The project begins at PS 7, where the 8-inch forcemain runs east, crossing Dalrymple Drive
and the City Park Golf Course (BREC). At Lakeshore Drive, the 12-inch forcemain from PS
10 ties into the 8 inch forcemain and the forcemain becomes a 14-inch pipe. The line
continues east along Hillsdale Drive, turns south on Ebony Avenue, and east on Baywood
Avenue. The line continues along Baywood Avenue and turns south on Elissalde Street,
where it crosses Interstate 10. The forcemain continues down Elissalde Street and turns east
on Morning Glory Avenue. The line continues down Morning Glory Avenue, where it picks
up the 16-inch forcemain from PS 2 at the intersection with Christian Street. At this junction,
the line increases to 24 inches and continues down Morning Glory Avenue. The line crosses
Stanford Avenue, turns north on Cloverdale Avenue, crosses Perkins Road and continues
until it terminates at PS 5.
Segment 2 begins at PS 3 where the 36-inch forcemain follows South Acadian Thruway to
Bawell Street, turns east on Bawell Street, then south on Delta Street. The forcemain turns
east on Malmaison Drive and continues until it turns north on Valley Street. The line turns
east on Aldrich Drive and south on Nairn Drive, where it crosses Interstate 10 and
terminates at a manhole just north of PS 5.
Segment 3 begins as a 42-inch forcemain leaving PS 5 and following the railroad tracks to
Balis Drive. The line follows Balis Drive and crosses Perkins Road, turns east on Poplar Street
and south on Pickett to Lee High School. At Lee High School, the pipeline turns east to Lee
Drive, turns south on Lee Drive and runs to the tie-in with PS 42 FM near Burbank Drive.
Scope
The scope of this project is shown in Table 4-10.
GNV31031158548.DOCX/103440008 4-41 JANUARY 2011
REV. 5

SECTION 4. CENTRAL BASIN PROJECTS
TABLE 4-10
CC-EAST-FM (Central Consolidated FM ) – Pipeline Information
US Node
DS Node
Length
(ft)
Existing
Diameter
(in)
Proposed
Diameter
(in)
Comments
010-04925 PS 10 520 10 18 Gravity sewer
PS 7 PS10DS 1,900 New 8
PS 10DS PS2DS 3,500 New 12 Includes 500 feet of
tunneling under I-10
PS 2 PS2DS 3,400 New 16
PS 2DS PS3DS 1,800 New 24
PS 3 PS3DS 3,500 New 36 Includes 500 feet of
tunneling under I-10
PS 3DS PS5US 1,800 New 42
PS 5US 2N-1 13,000 New 42
Note: The pipe lengths were obtained from the BTRSSO hydraulic model.
Total Construction Bid Amount is $10,600,000.
Scheduled Design Appropriation Year was 2009.
Scheduled Construction Appropriation Year was 2010.
Design is On-Going.
GNV31031158548.DOCX/103440008 4-42 JANUARY 2011
REV. 5

Kansas
Steele
#
#
Grant
Garfield
Roosevelt
Alvin Dark
PS1
Harding
#
Taft
State
Tower
Nicholson
Gourrier
Bob Pettit
Earl Gros
Alabama
Paula
PS107
Braddock
Fig
Boyd
#
Georgia
Vicaro
Jennifer Jean
Nicholson
PS7DS1
Chimes
Janet
Kentucky
Campus
Ag Center
Maryland
Swire
East Baton Rouge Parish
Virginia
Stadium
Parker
Fig
#!R
#
#
#
PS7FM
!R
PS10FM
July
Amherst
Dalrymple
Etta
March
June
PS68
Burbank
PS305
May
!R
#!R
!R
Lakeshore
L S U
Delgado
Lakeshore
PS2FM
Clara
Blouin
Fiero
#
PS10DS1
Hillsdale
010-04925
#!R
Stanford
PS6
Polytech
Elissalde
Ursuline
PS2
#
PS8
Christian
PS2FM
#
Highland
Ben Hur
Carriage
PS387
#
!R
Letitia
PS1014
PS1013
Bancroft
Hollydale
Forge
Bourbon
Barrosa
Lydia
Ferndale
#
2N-1
Reymond
Lee
Tyrone
Eugene
Greenwood
Cedardale
Cloverdale
Floyd
Glendale
PS120
Thalia
Parker
Myrtledale
Hood
Jolly
Goldenrod
Mc Donald
Cherrydale
Ross
Stephens
PS3
#!R
Aberdeen
Leeward
Orpine
Burgin
Carl
Stuart
Acadian
PS3FM
Hood
#
Guava
#
Mimosa
Palm
PS70
#
Sunset
Rubin
Cypress
Pickett
PS1009
Dubois
Leeward
Boone
Bennett
Menlo
Bawell
Delta
PS5
Richland
!R #
Bluebell
Nelson
Yazoo
Tupello
Orchid
PS34
PS82
PS5FM
Hyacinth
Whitehaven
Boone
Ramsey
Poplar
#
Glasgow
Chandler
#
Ingleside
Wells
Yazoo
Valley
Mimosa
Longwood
Nairn
I-10
Bluebell
Woodruff
Woodstone
Balis
Country Club
Wells
Brame
Millgate
Balis
Rabey
Perkins
#
Sweetbriar
Perth
Silliman
#
PS37
PS Southdowns
PS245
#
Abelia
Barber
Concord
Whitehaven
Meadow Lea
Woodchase
Fieldgate
Ormandy
Bardwell
Bazaar
Pointer
Congress
College
Corporate
Bankers
Legend
PS50504
Proposed
Existing
PS505FM
Central Consolidated Forcemain
#I
³
New Pump
Exist. Gravity
Stations
CC-EAST-FM
Exist. Forcemain
New Gravity Main
# Exist. Pump Station
New Force Main
Project Vicinity Map
!R Manholes\Nodes
") New Storage Facility Figure 4-18
0 1,600
3,200
Feet
Trust
Revere
Yorktown
#
Pollard
Hilton
Seyburn
Wylie
#
Glenmore
Avondale
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDATES\CAPACITY\CENTRAL\CC-EAST-FM_mpj120810

SECTION 4. CENTRAL BASIN PROJECTS
This page intentionally left blank.
GNV31031158548.DOCX/103440008 4-44 JANUARY 2011
REV. 5

SECTION 5
North Basin Projects
Section 5 presents summaries of the North Gravity System Comprehensive Rehabilitation
Projects, the North Gravity System Capacity Improvements, the North Forced System
Rehabilitations Projects, and the North Forced Capacity Improvement Projects. These
projects are shown on Figures 5-1 and 5-2. As of October 2010, there are approximately two
projects functionally completed, 11 projects under construction, and eight projects under
design in the North Basin.
The project summaries presented herein represent the information available during this
annual update period. The PDP will be revisited on an annual basis and revised as
necessary based on results of additional hydraulic wastewater modeling, immediate needs,
DPW and public input, and other factors.
GNV31031158552.DOCX/103470004 5-1 JANUARY 2011
REV. 5

SECTION 5. NORTH BASIN PROJECTS
This page intentionally left blank.
GNV31031158552.DOCX/103470004 5-2 JANUARY 2011
REV. 5

F
3rd
3rd
6th
Lupine
9th
15th
Acadian
Alba
East
Sunshine
Waverly
Whitter
McHost
Juban
Charlton
Carter
Shawn
Monterrey
Cora
Marilyn
Blackwater
Aletha
Sharp
Acres
Sam
Black
Aubin
Tinley
Burrel
Devall
Hubbs
Anderson
Sullivan
Reames
Millerville
Hunt
O'Neal
North Basin Rehabilitation Projects
Lemon
Cook
Scott Barr
Robinson
Lemon B
Port Hudson Plains
Ligon
Brian
Shellmire
Pony
Munson
Vernon
Zachary-Slaughter
Graves
Jacock
Port Hudson-Pride
Zeb Chaney
Mills
Della
Tucker
Jackson
Edwards
Williams
Tom Drehr
Liberty
McKee
Flonacher
Mount Pleasant Zachary
Barnett
Carney
Job
Zimmerman
Old Scenic
Martin
Par
Heck Young
Fennwood
Meadow Glen
Newell
July
Faith
Rollins
Rita
Church
Wisdom
Cedar
Maple
Old Baker Zachary
39th
40th
Pope
Shaffett
David
Baker
Ada
Scotlandville-Zachary
Lee
Avenue K
New Weis
Hillcrest
Mae
Old Slaughter
McHugh
Park
Main
Angus
Lower Zachary
Eric
J Wicker
Jodie
Watson
Buck Horn
Wagner
Arleen
Fawn
Peairs
Greenwell Spg Pt Hudson
Pinta
Neff
Joor
Chaney
Lavell
Milldale
Liberty
Alphonse Forbes
Samuels
Springfield
McCastle
Dotson
Edgar
Barge Canal
³
Glynn
Groom
Thomas
North WWTP
K
E
I
H
Rehabilitation Projects
Hovey
Harding
River
Nicholson
Chamberlain
Swan
Mengel
Day
New Rafe Meyer
St John
Merganzer
Wastewater Treatment Plant
3
Project Name
Oak Villa Blvd. - Choctaw St.
Flannery Rd. - Florida St.
Scotland Ave. - Progress Rd.
4th
Central
Chippewa
Sorrel
Convention
France
Landry
Leisure
Magnolia
Stilt
Capitol Lake
Elm Grove Garden Rd. - Harding Blvd.
Julia
Scotland
10th
Main
79th
72nd
68th
Terrace
§¨¦I-110
Central WWTP
Highland
Cypress
Rosenwald
Mason
Gsu
17th
Gayosa
Scenic
Fuqua
18th
D
Fairchild
13th
Brookstown Rd. - Evangeline St. PHASE 1
Brookstown Rd. - Evangeline St. PHASE 2
Silverleaf Rd. - Ford St.
Interstate 110 - Hollywood St.
North Basin
Texas
June
Polk
Epperson
Gibbens
Palmyra
Pryce
Wilbur
77th
22nd
23rd
Gore
North
Baker
Jefferson
Dayton
Ozark
Gibbens
Blount
Sycamore
28th
Shelley
Myrtle
Broussard
Lakeshore
Wimbish
Hollywood
Iberia
Farrar
Olive
Daniels
Winnebago
Madison
21st
Myrtle
Lavey
Progress
Erie
29th
Edwin
Eugene
Lavey
31st
Ferndale
Ashland
Husband
Algoa
Mohican
Winbourne
Brady
Parker
36th
38th
Sinbad
Chuck Yeager
Greenwell
Kernan
Middlewood
Scott
Cannon
Choctaw
Perkins
Plank
Ford
Glen Oaks
Greenwell
Evangeline
Fairfields
Steele
44th
Clark
Beech
Sherwood
Leo
Eaton
Ingleside
Bawell
Dutton
Frey
49th
Bentley
Peerless
Charles
Foster
College
Rolling Acres
Elm
Ellen
Osborne
Adams
Myrtle
Greenwell Springs
Ardenwood
Government
Clay Cut
Brookstown
§¨¦I-10
Comite
Celia
St Ann
Corlett
San Juan
Bank
Westdale
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDATES-2010\FIG5-1_PDP2010.MXD SGELPI 11/15/2010 12:26:12
Moon
Arena
Chemin
Hollier
Beck
Troy
Chipley
Holden
Hope
White
Furr
Stoneview
Guynell
Maplewood
Ruby
Kent
Silverleaf
Sumrall
Rio
Callahan
Ruston
Jupiter
Hanks
Renoir
Harry
Donmoor
Prescott
Lobdell
Hall
North Ridge
Landis
Airline
Pettit
Lanier
Wooddale
Tom
Goodwood
Sevenoaks
Lasalle
Murphy
Flag
Baja
Corporate
Boyce
Dalark
Richards
Cline
Price
Breeden
Wright
Reco
Rienzi
Meadow
Phebus
Ocean
Waters Edge
Anderson
Foster
Watts
Cody
Oak View
Paris
Airway
Airport
Brown
Mickens
Colonial
Bliss
Cortana
Brentwood
Joyce
Vail
Loudon
Tara
Fairway
Woodcrest
Ardoon
Oak Villa
Airline
Wartelle
Drusilla
Dyer
Shady Bluff
Tracy
Choctaw
Riveroaks
Carmel
El Scott
Dancy
Crescent
Carney
Ventura
Vega
Mollylea
Interline
Smith
Judi
Old Settlement
Tallowwood
Beta
Elain
Ida
Darryl
Tams
Red Oak
Parkview
Kenlee
0 1 2 4
Oak Forest
Capri
Daradele
Tudor
Bramble
Cook
Lovett
Lassen
Sherwood Forest
Dual
Core
Gurney
Landfair
Hillmont
Rondo
Sherry
Browning
Brillock
Mc Gehee
Joor
McCullough
Tinley
Bellfort
Pecos
Toulon
Sarasota
Little John
Monticello
Archery
Sylvan
Shoe Creek
Frontier
Lariat
Richcroft
Dabney
Baylor
Triple B
Erin
Catalina
Warfield
Shay
Elva
Cherryl
Flannery
Arlingford
Millburn
Warwick
Newcastle
Oak Berry
Dorset
Britain
La Margie
Justice
Parnell
Woodcliff
Elwick
Woodland Ridge
Hubbs Acres
Hooper
Florida
Fairview
Pinewood
Forest View
Huntley
Roundsaville
Kohler
Sage
Brent
Trey
Mapleton
Sunnyhill
Holt
Ponderosa
Glenn
Russett
Denham
Beaver
Silverthorn
Damon
Breton
Crystal
Libra
Brookside
Firewood
Shetland
Paint
Wax
Chanove
Stevendale
Old Hammond
Jester
Alford
Boreas
Terrell
Chaumont
Stonewood
El Ranchitos
Pernecia
Droze
Hill
Fir
Magnolia Bridge
Donnybrook
Woodvale
Norway Pine
Four Oaks
Hewwood
J L Fairchild
Thibodeaux
Hamilton
Frenchtown
Strain
Centurion
Bristoe
Ellis
Durmast
Blouin
§¨¦I-12
Hoyt
Ashford
Ronson
Will
Magnolia Bend
Landmor
Riverview
Deer Lake
Cicero
Ednie
Beachview
Keystone
Morgan
Planchet
Harrells Ferry
Miles Figure 5-1

F
3rd
3rd
Lupine
Truth
Alba
East
Sunshine
Elm
Waverly
Whitter
McHost
Juban
Cora
Marilyn
Blackwater
Aletha
Sharp
Bea
Acres
Sam
Black
Aubin
Little John
Burrel
Devall
Hubbs
Anderson
Sullivan
Reames
Millerville
Hunt
O'Neal
North Basin Capacity Improvement Projects
Lemon
Cook
Scott Barr
Robinson
Lemon B
Portwood
Sunnyside
Port Hudson Plains
Ligon
Brian
Shellmire
Pony
Munson
Vernon
Zachary-Slaughter
Graves
Jacock
Port Hudson-Pride
Zeb Chaney
Mills
Della
Tucker
Jackson
Edwards
Williams
Tom Drehr
Liberty
Chaney
Irene
Barnett
McKee
Old Scenic
Red Mud Lakes 20 MG
Samuels
Flonacher
Mount Pleasant Zachary
Irene
Barnett
Carney
Springfield
Zimmerman
McCastle
Dotson
Scenic
Heck Young
River
Groom
Glynn
Thomas
Elmer
K
E
Tee
Woodpecker
I
H
Blount
Harding
Mengel
Nicholson
Hovey
Swan
6th
Day
New Rafe Meyer
Lafayette
Martin
Fennwood
Merganzer
Newell
Lake Pointe
Meadow Glen
Hillcrest
Magnolia
St John
³
Capacity Improvement Project
Waste Water Treatment Plant
¬
")
New Storage Facilities
PDP Projects
WWTP
- North Basin
Force Main
Gravity Main
PDP PS Projects
#*
Project Area
Existing Force Main
#*
Existing Gravity Main
Existing Pump Stations
St Philip
Stadium
Emma
Royal
4th
Alaska
Rollins
Central
Stilt
Sorrel
9th
Church
Main
72nd
Convention
North
10th
July
Julia
Rita
Faith
Landry
Scotland
Progress
Rosenwald
13th
Highland
Gsu
39th
79th
68th
22nd
Gore
77th
§¨¦I-110
Chippewa
Terrace
Dalrymple
Tower
Cedar
Twin Oaks
Texas
Snipe
11th
Pimpernel
Mason
17th
Gayosa
Pope
Beech
Fuqua
18th
South
Maple
Old Baker Zachary
Allen
Epperson
D
Wilbur
Washington
Polk
40th
Baker
Palmyra
Pryce
Scotlandville-Zachary
23rd
Lee
Stanford
Baker
Jefferson
Dayton
Ozark
Olive
Wimbish
Daniels
Gibbens
Hollywood
Sycamore
28th
Shelley
Winnebago
Madison
Oleander
May
Lavey
Gibbens
Progress
Erie
29th
Edwin
Ada
Acadian
Myrtle
Broussard
Fiero
Avenue K
31st
Mohican
38th
McHugh
Winbourne
Brady
Fairfields
Parker
36th
Sinbad
Steele
Paige
Plank
Greenwell
Foster
Ford
Glen Oaks
Evangeline
44th
Comite
Hooper Storage Tank Facility 10 MG
Greenwell Springs
Government
Clay Cut
Dyer
Goodwood
§¨¦I-10
0 1.25 2.5 5
Hood
Mae
New Weis
Ovid
Ashland
Husband
Lavey
Algoa
Glendale
Wedgewood
Devall
Ronnie
Old Slaughter
Scott
Stuart
Clark
Chuck Yeager
Choctaw
Lee
Arena
Crown
Sherwood
Leo
Eaton
Ingleside
Bawell
Dutton
Palm
Chemin
Hollier
North
Orchid
Chipley
College
Bentley
Frey
Rolling Acres
Ellen
Adams
Ormandy
Park
Myrtle
Hope
Brookstown
Ardenwood
Perkins
Lower Zachary
Celia
St Ann
Kent
Stoneview
San Juan
Maplewood
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDATES-2010\FIG5-2_PDP2010.MXD SGELPI 11/15/2010 14:58:04
Troy
Furr
Bank
Ruby
Silverleaf
Sumrall
Rio
Callahan
Hanks
Renoir
Harry
Donmoor
Main
Angus
Ruston
Jupiter
Charlton
Foster
Prescott
Victoria
Lobdell
Pettit
Lanier
Wooddale
Sevenoaks
Corporate
Burden
Hall
North Ridge
Landis
Baja
Boyce
Dalark
Richards
Cline
Price
Wright
Tom
J Wicker
Meadow
Phebus
Annabelle
Murphy
Flag
Ocean
Waters Edge
Anderson
Cody
Oak View
Reco
Rienzi
Lasalle
Sholar
Airway
Lils
Essen
Brown
Mickens
Peairs
Choctaw Storage Tank Facility 26 GM
Airport
Cortana
Brentwood
Cypress
Choctaw
Oak Villa
Tara
Fairway
Watson
Vail
Loudon
Monhegan
Riveroaks
Wartelle
Buck Horn
Carney
Shady Bluff
Monterrey
Drusilla
Airline
Fleet
Arleen
Carmel
El Scott
Dancy
Tracy
Redbud
Mollylea
Interline
Fawn
Ventura
Old Settlement
Lonita
Woodhaven
Tallowwood
Elain
Darryl
Daradele
Allyson
Tams
Tudor
Cedarcrest
Ida
Greenwell Spg Pt Hudson
Cook
Lassen
Red Oak
Core
Gurney
Landfair
Hillmont
Voorhies
Joor
McCullough
Tinley
Toulon
Alco
Explorer
Neff
Pecos
Collins
Major Oaks
Muriel
Cherryhill
Stan
Sylvan
Shoe Creek
Lovett
Frontier
Lariat
Coral
Dabney
Baylor
Joor
Triple B
Erin
Catalina
Warfield
Shay
Archery
Millburn
Warwick
Justice
Elva
Cherryl
Woodcliff
Elwick
Woodland Ridge
Newcastle
Oak Berry
Dorset
Langer
Britain
Hooper
Flannery
Coursey
Wyndy
Hubbs Acres
Pinewood
Forest View
Huntley
Florida
Dena Lynn
Roundsaville
Kohler
Holt
Sage
Brent
Trey
Mapleton
Ponderosa
Buckley
Glenn
Russett
Denham
Beaver
Bywood
Breton
Firewood
Sessions
Crystal
Brookside
Shetland
Paint
Wax
Chanove
Frenchtown
Stevendale
Old Hammond
Jester
Jones Creek
Aspenwood
Alford
Boreas
Terrell
El Ranchitos
Chivre
Choctaw
Geraldine
Pernecia
Droze
Fir
Roble
Magnolia Bridge
Donnybrook
Four Oaks
Hamilton
Black
Thibodeaux
Strain
Bristoe
Ellis
George Oneal
Lavell
Lawnside
Morgan
Blouin
Riverview
Centurion
§¨¦I-12
Hoyt
Milldale
Ashford
Deer Lake
Will
Gottlieb
Cicero
Liberty
Landmor
Planchet
Harrells Ferry
Monitor
Jon Michelle
Beachview
Miles Figure 5-2

SECTION 5. NORTH BASIN PROJECTS
5.1 North Gravity System Comprehensive Rehabilitation
Projects
5.1.1 NGS-R-0001 and NGS-R-0002
Project Description
The comprehensive sewer rehabilitation projects consist of improvements to various
components of the sewer collection system to reduce the amount of rainwater and
groundwater that leak into the system.
Purpose
The purpose of the comprehensive sewer rehabilitation projects is to correct defects in the
system such as offset pipe joints, collapsed pipe sections, leaking manholes, and direct
inflow sources. The water that enters the system through the defects is a major contributor
to SSOs. Comprehensive rehabilitation of the collection system will alleviate SSOs.
Location
There are two projects located within the North Gravity Basin. The attached maps show the
project locations in Figures 5-3 to 5-4 in Figures 5-3 to 5-4.
Scope of Project
The first phase of comprehensive rehabilitation projects will be the physical inspection of
the pipes and manholes including CCTV inspection. Smoke testing may also included in the
physical inspection phase. The data collected by the physical inspection contractor will be
analyzed. Based on that analysis, a listing of recommended repairs with associated
construction costs will be generated. An engineering firm will then complete detailed design
and preparation of construction documents for project bidding. The construction of
rehabilitation projects will typically include the following components:
Replacement of pipes
Point repair of pipes
Rehabilitation of pipes by cured in place pipe liners
Rehabilitation or replacement of manholes
Repair of sewer laterals to the property line
Cost
The estimated construction costs for each project are presented in Table 5-1. The cost for NGS-
R-0001 is based on a preliminary estimate of the amounts of each component of the system
that will require repair or replacement. During the physical inspection phase, the actual
condition of the components will be assessed and appropriate methods recommended. At that
time, the cost estimate for each project will be revised. Since both of these projects have
already bid for construction, the construction costs in Table 5-1 are the bid amounts.
TABLE 5-1
Estimated Construction Costs for the North Gravity System Comprehensive Rehabilitation Projects
Construction
Project Description
Cost
NGS-R-0001 –Elm Grove Garden
Road-Harding Boulevard
NGS-R-0002 –Scotland Avenue-
Progress Road
*Appropriations already made for these projects (design and/or construction, as marked)
Scheduled Design Scheduled Construction
Appropriation Year Appropriation Year
Status
$12,989,000 2009* 2009* Construction
On-Going
$9,208,000 2009* 2009* Construction
On-Going
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REV. 5

Chinn
Helene
Sussex
Golden
Muse
Elmer
Egret
Flicker
Mills
Avocet
Bittern
Merganzer
Airline
Tallow
Almond
Livestock
Mengel
Bowman
Blount
Kitty
Bayberry
Kingfisher
Balsam
Mayhaw
Silverwood
Marsh
Lee
Southern
Lewis
Booker
East Baton Rouge Parish
Scotland
Oriole
Zerlee
Central
King
Wall
Jordan
Cardinal
Teal
Tern
Stilt
Scenic
Monte Sano
Snipe
Stanicola
Killdeer
Success
Robin
Swan
Sora
Fairchild
Helene
Sanchez
Thelma
Legend
Curtis
Burt
Kaufman
Rosenwald
Somerset
Sara
Snipe
Goudchaux
Rawlins
Progress
74th
78th
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Somerset
Somerset
73rd
Elm Grove Garden
77th
Goode
71st
79th
69th
Goudchaux
Midland
Jenkins
Jones
Bacon
Elm Grove
Sharon
Alamoster
Pembroke
Kaufman
Pryce
Crockett
D
Mason
Greenwell
Iberia
Area Designated for
Physical Inspection
Heath
Pembroke
Pembroke
Barksdale
Plover
Wilbur
Tanner
75th
68th
Casper
Amarillo
Riley
Beech
0 1,300 2,600 Feet
Kennedy
Middlesex
Baton Rouge
Lark
Badley
73rd
70th
Shada
Veterans Memorial
Hollywood
Breckenridge
Progress
Varsity
Wren
Jay
Nottingham
qNottingham
Dorrie Miller
B
Rosenwald
74th
Bourgeois
Saurage
Emile
Iris
Kerr
Edwin
Alexander
Emile
Cambridge
General Chennault
Douglas
Village
Liberty
Harriet Quimby
Sally Ride
Louis Wiles
Fritz Maizer
J D Hair Sr
Village
I-110
Longfellow
Jackie Cochran
Greenwell
Beech
Yancy
Gibbens
Monte Sano
I- 110 Serice
Henagen
Henderson
Riley
Kelvin
Lorraine
Ridgecrest
Smiley
Harding
72nd
Beech
Chuck Yeager
T B Hearndon
Mason
Harriet
St Dorothy
Cannon
Dawson
Denham
Greenwell
Quivera
Beachwood
Lemonwood
Dutton
Cadillac
Peerless
St Katherine
Lorraine
Sycamore
Hollier
Ford
Monarch
Glen Oaks
Beechwood
Blount
St Gerard
Velie
Plank
Blanche Noyes
Beechwood
Robique
Martin
Hooper
Stearns
Paige
Crown
Sumrall
Oaklan
Robertson
Vida
Hollywood
Elm Grove Rd. - Harding Blvd.
NGS-R-0001
Project Vicinity Map
Figure 5-3
Foster
Onter
Winchester
Stutz
Lancaster

F
E
Chinn
Helene
Goode
Palmyra
Sussex
Golden
Gibbens
Amerest
Ronaldson
Avenue M
Avenue K
Sapsucker
Bon Crest
Lakecrest
Rivercrest
Hillcrest
Avenue I
Woodcock
Woodpecker
Elmer
Mills Mills
College
Avenue G
I
Avenue E
Avenue F
K
Swan
D
C Harrison
St John
Dillard
Scenic
Avenue C
F
Coot
H
Farm
Avenue A
St Irma Lee
Bertha
Dove
Catherine
Almond
Williams
Merganzer
Harding
Pintail
Leisure
Bayberry
Kingfisher
Balsam
Mayhaw
Almond
Lewis
Lee
Rail
Southern
Oriole
Teal
Zerlee
Central
Stilt
Sora
Tern
King
Fairchild
Robin
Swan
79th
Scotland
Stanicola
Killdeer
Success
Allendale
Thelma
Curtis
78th
Thomas
Bradfield
Sparta
Cunard
Gore
Progress
Progress
Rosenwald
Sara
Snipe
Somerset
Jones
Brock
Elm Grove Garden
77th
Plantation
Elm Grove Sharon
Candace
Pryce
Leonidas
Crockett
Heath
Desoto
1st
Kennedy
Key
Wilbur
Hallmark
Queens
Dorrie Miller
Varsity
I-110
Badley
75th
Blount
Veterans Memorial
B
Plover
Fairchild
Turnley
Kingston
Layton
Emile
Jolson
Kingston
General Chennault
Liberty
Yancy
Jackie Cochran
Gibbens
Sachet
Hickory Wood
Ashworth
Devall
Middlewood
Wedgewood
Chuck Yeager
T B Hearndon
Engleswood
Clark
Plank
Pembroke
Hunt
East Baton Rouge Parish
Legend
Mengel
Monte Sano
Area Designated for
Physical Inspection
0 1,500 3,000 Feet
74th
Kaufman
Laramie
q
71st
69th
73rd
Goudchaux
Pembroke
68th
73rd
70th
Nottingham
Cambridge
Monte Sano
I- 110 Serice
72nd
Mason
Oaklan
Airline
Crown
Sumrall
Scotland Ave. - Progress Rd.
NGS-R-0002
Project Vicinity Map
Figure 5-4
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SECTION 5. NORTH BASIN PROJECTS
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GNV31031158552.DOCX/103470004 5-10 JANUARY 2011
REV. 5

SECTION 5. NORTH BASIN PROJECTS
5.2 North Gravity System Capacity Improvements Projects
5.2.1 NGS-C-0001 (Progress Road – Baton Rouge Metro Airport)
Project Description
Purpose of the Project / Background Information
This project has been deleted and consolidated with Group Project 1A and Group Project 1B,
which are described in the North Forced System section.
5.2.2 NGS-C-0002 (Plank Road – Kleinpeter Road Sewer Area Upgrades)
Project Description
Purpose of the Project/Background Information
The purpose of the NGS-C-0002 (Plank Road – Kleinpeter Road Sewer Area Upgrades) is to
upsize gravity sewers upstream of PS 45, PS 127, PS 44, and PS 244 as well as forcemains
exiting PS 38, PS 244, and PS 63, which will alleviate chronic SSOs in the gravity system.
Location
The locations of the gravity sewers and forcemains in this project are shown in Figure 5-5.
Gravity segment 045-00039 to 045-00026 begins on Kleinpeter Road between its intersections
with St. Peter Avenue and St. Claude Avenue and travels west along Kleinpeter Road to
045-00026, located near the intersection of Newsom Drive and Kleinpeter Road.
Gravity segment 045-00026 to PS 45 begins near the intersection of Newsom Drive and
Kleinpeter Road and travels west along Kleinpeter Road to its intersection with Nimitz
Street. The segment then turns south and follows Nimitz Street to its intersection with Clark
Street. The segment then turns west and follows Clark Street to PS 45, which is near the
intersection of Clark Street and Granberry Drive.
Gravity segment 045-00043 to 045-00020 begins at manhole 045-00043, located near the
intersection of Plank Road and Brownfields Drive, and follows Plank Road southwest to
manhole 045-00020, located near the intersection of Plank Road and Kleinpeter Road.
Gravity segment (044-00338 to 044-00156 and 044-00325 to 044-00156) starts at 044-00338 ,
located north of the intersection of 78 th Avenue and Pembroke Street, and connects west to
the existing 36-inch sewer line on Pembroke street (between manholes 044-00277 and 044-
00276). The next connection is located north of the intersection of 79 th Avenue and Pembroke
Street. The connection starts at manhole 044-00274 and connects west to the existing 36-inch
sewer line on Pembroke (between manholes 044-00276 and 044-00156). The third connection
is at the intersection of Pembroke Street and Harding Boulevard at manhole 044-00328 and
connects between manholes 044-00273 and 044-00156. On Harding Boulevard, the segment
begins at manhole 044-00325, located at the intersection of Nottingham Street and Harding
Boulevard, where it then follows Harding Boulevard west to manhole 044-00156, located
near the intersection of Harding Boulevard and Pembroke Street.
Gravity segment 244-00029 to 244-00004 begins at manhole 244-00029, located near the
intersection of Brig. Gen. Isaac Smith and Veterans Memorial Boulevard and follows Brig.
Gen. Isaac Smith (turns into Louis Wiles Ave.) east to General Chennault Drive. The
segment then runs south, along General Chennault Drive to manhole 244-00002. The
Segment then turns east and terminates in PS 244 located on General Chennault drive.
GNV31031158552.DOCX/103470004 5-11 JANUARY 2011
REV. 5

SECTION 5. NORTH BASIN PROJECTS
Gravity segment 080-00011 to PS 80 begins at Manhole 080-00011, which is located in a
drainage path north of Kleinpeter Road between its intersections with St. Peter Avenue and
St. Claude Avenue. The segment travels south to PS 80, which is on Kleinpeter Avenue.
Forcemain segment PS 38 to PS 38DS runs from PS 38, located at the south end of Constance
Street, in an easterly direction through a servitude that parallels Desoto Drive to manhole PS
38DS, located near the intersection of Rebecca Lynn Avenue and Hallmark Drive.
Forcemain segment PS 244FM to PS 244DS begins at PS 244, located on General Chennault
Drive, near the Baton Rouge Metropolitan Airport, and follows General Chennault Drive
south for approximately 1,195 feet. At this location, the forcemain turns west and runs
through an open field, crosses Veterans Memorial Blvd, and continues west through an open
field to Edwin Street. The force main runs south on Edwin Street until it is just south of North
Lark street where it runs west underneath I-110 and continues west midway between North
Lark Street and Lark Street crossing Wilbur street. At the end of Lark street the force main
turns south and crosses Scotlandville Lateral and continues along the south side of
Scotlandville lateral in a northwest direction until the west side of the Chevron gas pipeline
ROW. At the west side of the gas pipeline ROW the force main runs south for approximately
434 ft. The force main then turns west and terminates at manhole 044-00118, located near the
intersection of Jones Street and Robin Drive.
Forcemain segment PS 63FM to PS 63DS starts at PS 63, located on Georgia Street, in between
Groom Road and Harding Street, and runs south along Georgia Street for approximately 115
feet to its termination point at manhole PS 63DS.
Scope
This project includes approximately 9,400 feet of 12-inch, 24-inch, 27-inch, 30-inch, and 42-
inch gravity sewer upstream of PS 45, approximately 2,600 feet of 12-inch, 15-inch, and 21-
inch gravity sewer upstream of PS 127, approximately 2,300 feet of 12-inch, 18-inch, and 24-
inch gravity sewer upstream of PS 44, approximately 1,500 feet of 12-inch, and 15-inch
gravity sewer upstream of PS 244, and approximately 330 feet of 15-inch gravity sewer
upstream of PS 80. This project also includes replacement of forcemains from PS 38, PS 244,
and PS 63. Table 5-2 shows the detailed scope of this project.
TABLE 5-2
NGS-C-0002 (Plank Road – Kleinpeter Road Sewer Area Upgrades) – Pipeline Information
US Node
DS Node
Length
(ft)
Existing
Diameter
(in)
Proposed
Diameter
(in)
Comments
045-00039 045-0026 3,160 12 24
045-00026 045-00020 840 12 & 18 24
045-00020 045-00007 2,600 18 27
045-00007 045-00001 1,500 18 30
045-00001 PS 45 65 18 42
045-00043 045-00020 1,200 8 12
PS38DS 127-00020 100 8 12
127-00020 127-00015A 970 8 & 12 15
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REV. 5

SECTION 5. NORTH BASIN PROJECTS
TABLE 5-2
NGS-C-0002 (Plank Road – Kleinpeter Road Sewer Area Upgrades) – Pipeline Information
US Node
DS Node
Length
(ft)
Existing
Diameter
(in)
Proposed
Diameter
(in)
Comments
127-00015A PS 127 1,500 12 21
044-00342 044-00274 560 8 12
044-00274 044-00325 1,070 10 18
044-00325 044-00323 340 18 24
044-00323 044-00322 320 18 24
244-00029 244-00006 1,260 10 12
244-00006 244-00004 265 10 15
080-00011 PS 80 330 8 15
PS 38 PS38DS 1,700 6 8 Forcemain
PS244FM PS244DS 5,570 8 12 Forcemain
PS63FM PS63DS 115 18 24 Forcemain
Note: The existing pipe sizes and lengths were obtained from the BTRSSO hydraulic model.
Total Construction Bid Amount is $7,600,000.
Scheduled Design Appropriation Year was 2009.
Scheduled Construction Appropriation Year is 2011.
Design is On-Going.
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See Inset

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
REV. 5

F
Chinn
Golden
Sunshine
Troy
#
Avenue F
St John
Dillard
#
Thomas
Hovey
PS276
Blount
#
Magnolia
Leland
Ray Weiland
New Rafe Meyer
Leisure
Day
Landry
PRIVATEPS
Ronaldson
Scotland
#I
# PS64
Cypress
Main
Texas
#
PS109
BPS513
Jefferson
#I
PS63
#
#
#
#
#
#
#
#I
PS129
#
PS241
# #
#I
PS38
#
#I
PS127
#I
#
PS80
#
PS45
#
PS79
Ashworth
#
Devall Lane
PS210
#
#
PS126
#
#
Pryce
Gibbens
Baker
Gore
Liberty
Plaza
Debra
Patricia
Ector
Gibbens
Husband
Lavey
Alba
Amerest
Devall
Charles
Arena
Lavey
#
PS268
PS29
Clark
PS240
Groom
Plank
Myrtle
Ellen
Bentley
PS242
Comite
Felicity
Celia
Roman
Brownfields
Ruston
Colfax
Kent
PS312
PS141
Hall
PS105
PS150
#
PS291
#
Pettit
Greencrest
PS246
Anderson
Fieldcrest
#
Foster
Progress
Progress
#
I
K
Swan
D
E
H
#
Airline
Scenic
Central
Mengel
East Baton Rouge Parish
#I
PS44
#I
# # PS244
Monte Sano
Jones
75th
Mason
79th
74th
#I
#
PS75
Harding
72nd
PS78
#
# #
# #
#
Legend
Proposed
Existing
Plank Rd. PS Improvements
#I
³
New Pump
Exist. Gravity
Stations
NGS-C-0003
Exist. Forcemain
New Gravity Main
# Exist. Pump Station
New Force Main
Project Vicinity Map
!R Manholes\Nodes
") New Storage Facility Figure 5-6
Shada
Edwin
Monte Sano
0 0.5
1
Miles
Yancy
Chuck Yeager
Denham
Dutton
#
Martin
Crown
Foster
PS179
#
Ford
Sumrall
Mable
PS429
#
#
St Gabriel
Cadillac
Guynell
Buckeye
#
PS432
Gov Pleasant
#
PS433
Belvin
Carlene
PS92
#
#
#
Hooper
PS313
Dalark
#
Mickens
Wright
#
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDATES-2010\CAPACITY\NORTH\NORTH MAPS\NGS-C-0003.MXD SGELPI 11/9/2010 09:45:10

SECTION 5. NORTH BASIN PROJECTS
5.2.4 NGS-C-0004 (Multiple Pump Stations – Plank Road – Harding Boulevard)
The NGS-C-0004 (Multiple Pump Stations – Plank Road – Harding Boulevard) project was
combined with NGS-C-0003, (Multiple PS-Plank Road-Thomas Road) from the October 2008
PDP. The combined project has been designated NGS-C-0003 (Plank Road Pump Station
Improvements), and is described in Section 5.2.3.
GNV31031158552.DOCX/103470004 5-17 JANUARY 2011
REV. 5

SECTION 5. NORTH BASIN PROJECTS
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GNV31031158552.DOCX/103470004 5-18 JANUARY 2011
REV. 5

SECTION 5. NORTH BASIN PROJECTS
5.3 North Forced System Comprehensive Rehabilitation
Projects
5.3.1 NFW-R-0001, NFW-R-0002, and NFE-R-0001
Project Description
The sanitary sewer system comprehensive rehabilitation projects consist of improvements to
various components of the sewer collection system to reduce the amount of rainwater and
groundwater that leak into the system.
Purpose
The purpose of the comprehensive sewer rehabilitation is to correct defects in the system
such as offset pipe joints, collapsed pipe sections, leaking manholes, and direct inflow
sources. The water that enters the system through the defects is a major contributor to SSOs.
Comprehensive rehabilitation of the collection system will contribute to alleviating SSOs.
Location
There are four projects located within the North Forced Basin. The attached maps show the
locations of the projects, shown in Figure 5-7 to 5-9.
Scope of Project
The first phase of comprehensive rehabilitation projects will be the physical inspection of
the pipes and manholes including CCTV inspection of pipes. Smoke testing may also be
included in the physical inspection phase.
The data collected by the physical inspection contractor will be analyzed and based on that
analysis a listing of recommended repairs with associated construction costs will be generated.
An engineering firm will then complete detailed design and preparation of construction
documents for project bidding.
The construction of rehabilitation projects will typically include the following components.
Replacement of pipes
Point repair of pipes
Rehabilitation of pipes by cured in place pipe liners
Rehabilitation or replacement of manholes
Repair of sewer laterals to the property line
Cost
The estimated costs for each project are presented in Table 5-4. These costs are based on
preliminary estimates of the amounts of each component of the system that will require
repair or replacement. During the physical inspection phase, the actual condition of the
components will be assessed and appropriate methods recommended. At that time, the cost
estimate for each project will be revised. For those projects under construction, the actual
bid amounts are included as construction costs in Table 5-4.
GNV31031158552.DOCX/103470004 5-19 JANUARY 2011
REV. 5

SECTION 5. NORTH BASIN PROJECTS
TABLE 5-4
Estimated Construction Costs for North Forced System Comprehensive Rehabilitation Projects
Project Descriptions
Construction
Cost
Scheduled Design
Appropriation Year
Scheduled
Construction
Appropriation Year
Status
NFW-R-0001a-
Brookstown Road-
Evangeline Street,
Phase I
NFW-R-0001b-
Brookstown Road –
Evangeline Street,
Phase II
NFW-R-0002-Interstate
110-Hollywood Street
NFE-R-0001-Silverleaf
Road-Ford Street
$12,100.000 2009* 2010* Construction
On-Going
$11,000,000 2009* 2010* Design On-
Going
$6,000,000 2011 2012 Not Started
$10,500,000 2009* 2010* Design On-
Going
*Appropriations already made for these projects (design and/or construction, as marked)
GNV31031158552.DOCX/103470004 5-20 JANUARY 2011
REV. 5

F
3rd
Alba
Sunshine
Elm
McHost
Blackwater
Aletha
Acres
Black
Burrel
Anderson
Reames
Hunt
Chaney
Lea
Ligon
Brian
Shellmire
Pony
Zachary-Slaughter
Safer
Vernon
Rush
Lemon
Jacock
Port Hudson-Pride
Plank
Della
Edwards
Jackson
Tom Drehr
Riley
Mahoney
Carson
Zeb Chaney
Flonacher
Old Scenic
Dotson
Avenue M
Groom
Thomas
Elmer
K
I
H
Fennwood
Heck Young
Hovey
Merganzer
Newell
Lake Pointe
Meadow Glen
New Rafe Meyer
D
Magnolia
St John
Farm
Scotland
Blount
Mengel
Rollins
Harding
Church
Main
Chippewa
Sorrel
Rita
Faith
Landry
Day
Central
Stilt
Old Baker Zachary
39th
79th
70th
72nd
Mason
Scenic I-110
Gore
Shelley
17th
Wilbur
Foss
East Baton Rouge Parish
4th
Ash
Pope
Baker
Polk
Beech
Lee
Wimbish
Scotlandville-Zachary
Daniels
Lavey
Gibbens
Pryce
Liberty
Acadian
38th
McHugh
Baker Bentley
Gibbens
Hollywood
St Louis
Mae
Devall
Evangeline
Mohican
Winbourne
Brady
Hillcrest
Sinbad
Clark
Chuck Yeager
Monte Sano
Cannon
Eaton
Odell
Hollier
Lower Zachary
Rolling Acres
Chipley
Velie
Park
Ford
Pettit
Comite
Sumrall
Greenwell
Frey
Hope
Devore
Byron
Celia
St Ann
Hanks
Prescott
Greenwell Springs
Charlton
Kent
Stoneview
Mable
Laca
Corlett
Cyrus
Foster
Glen Oaks
Rio
Main
Lobdell
Hall
North Ridge
Caprice
Angus
Airline
Dyer
J Wicker
Cline
Mickens
Lanier
Cody
Paris
Tom
Tucker
Brown
Carney
Bliss
Harry
Legend
Area Designated for
Physical Inspection
Phase I
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Area Designated for
Physical Inspection
Phase II
0 1 2 Miles
Oak Villa
Airway
Watson
Vail
Loudon
Ardoon
Buck Horn
Shady Bluff
Arleen
Carmel
El Scott
Dancy
Tracy
Choctaw
Ventura
Pomona
q
Fawn
Elain
Darryl
Tams
Lovett
Peairs
Greenwell Spg Pt Hudson
Old Settlement
Smith
Ida
Red Oak
Core
Gurney
Tallowwood
Bramble
Joor
McCullough
Haven
Landfair
Lassen
Sherwood Forest
Neff
Shoe Creek
Pecos
Coral
Joor
Frontier
Devall Hubbs
Denham
Hooper
Catalina
Warfield
Triple B
Cherryl
Erin
Ireland
Florida
Hubbs Acres
Flannery
Sullivan
Pinewood
Huntley
Brent
Trey
Mapleton
Locust
Glenn
Roundsaville
Alamo
Crystal
Paint
Florida
Wax
Pernecia
Alford
Chanove
Choctaw
Four Oaks
Frenchtown
Norway Pine
Droze
Bristle Cone
Stevendale
Lavell
Fir
Milldale
Will
Magnolia Bridge
Blouin
Gottlieb
Morgan
Planchet
Liberty
Stubbs
Alphonse Forbes
Brookstown Rd. - Evangeline St.
Phase I and II
NFW-R-0001
Project Vicinity Map
Figure 5-7

Hiawatha
Mengel
Sanchez
Goudchaux
Kaufman
74th
Monte Sano
Rawlins
Somerset
Gsu
Midland
Goode
Bacon
73rd
71st
69th
Goudchaux
Kaufman
Laramie
Rhoderick
Mason
Amarillo
Alamoster
Pembroke
Pembroke
Pembroke
Greenwell
Riley
Kelvin
Iberia
Middlesex
68th
Ralph
Lorraine
74th
Casper
Comish
Saurage
Baton Rouge
Comish
Galvez
Farrar
73rd
70th
Bourgeois
Shada
Breckenridge
Nottingham
Beech
Cambridge
Kerr
Douglas
Alexander
Village
Bamboo
Village
Denham
Douglas
Beech
I-110
Longfellow
Airline
I- 110 Serice
Greenwell
Hollywood
Riley
Kelvin
Henagen
Henderson
Hilltop
Smiley
72nd
Plank
Lorraine
Beech
Byron
Vaughn
Evangeline
Monte Sano
Mason
Harriet
St Dorothy
Cannon
Denham
Lakewood
Wildwood
Quivera
Beachwood
Gurney
Dawson
Lemonwood
Dutton
Greenwell
St Katherine
Lorraine
Lemonwood
St Gerard
Sycamore
Shelley
Monarch
Beechwood
Beechwood
Robertson
Crown
Sumrall
Oaklan
Glen Oaks
Wood
Hollywood
Byron
Foster
Woodlawn
Greenwell
Onter
Winchester
Denham
Lancaster
Winchester
Winchester
Wildwood
Powhatan
Scenic
Pocahontas
Shelley
Cable
Sherwood
Gordon
Pontiac
Nokomis
Tuscarora
Baton Rouge
Tecumseh
Uncas
Sherman
Osceola
Cable
Wenonah
Pocasset
Sherwood
Alliquippa
Geronimo
Wyandotte
Huron
Topeka
Navajo
Keokuk
Dayton
Weller
Weller
Anna
Calumet
Huron
Pluskat
Pawtucket
Pampas
Calumet
Ozark
Midway
Myrtlelawn
Roppolo
Linden
Wyandotte
Oswego
Winnebago
33rd
Clayton
Sherwood
Accardo
Wyandotte
Lynn
38th
Maple
Delaware
Charles
Oswego
Ozark
Winbourne
Tunica
Webb
Prescott
Mohican-Prescott Crossover
Delaware
Mohican
Winnebago
Wyandotte
Cleo
Wayne
Yaun
Eaton
Charles
Eaton
Mission
Beechwood
Dayton
Joseph
Levera
Hazelwood
Fairwoods
Bradley
Jean
Linden
Eleanor
Conrad
Eleanor
Wyandotte
Bradley
Elm
Addison
Bartlett
East Baton Rouge Parish
Legend
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDATES\REHAB\NORTH\NFW-R-0002.MXD SGELPI 10/22/2009 08:13:14
Area Designated for
Physical Inspection
0 1,000 2,000 Feet
q
Interstate 110 - Hollywood St.
NFW-R-0002
Project Vicinity Map
Figure 5-8

F
E
Chinn
Golden
Alba
Sunshine
Foster
Buckeye
Lacey
Lanier
Old Scenic
Dotson
Cheatham
McCastle
Edgar
Scenic
Groom
New Rafe Meyer
Avenue M
Avenue K
Glynn
Sapsucker
I
Avenue F
Elmer
K
D
St John
Woodcock
Woodpecker
East Baton Rouge Parish
Greely
Dillard
Kingfisher
Mills
H
Farm
Hovey
Catherine
Egret
Merganzer
Airline
College
Blount
Almond
Livestock
Mengel
Legend
Magnolia
Leisure
Grebe
Leland
Ray Weiland
Day
Zerlee
Central
Oriole
Stilt
Swan
Landry
Center
Robin
Scotland
Success
King
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDATES-2010\REHAB\NORTH\NORTH MAPS\NFE-R-0001.MXD SGELPI 11/9/2010 10:08:46
Curtis
78th
Cypress
Main
Rosenwald
Thelma
Sora
South
Elm Grove Garden
74th
Texas
Camelia
Cunard
Snipe
Kaufman
Sanchez
Parkway
69th
79th
Mason
Midland
77th
71st
Alabama
Plantation
Jones
Allen
68th
Coolidge
Wilbur
Shada
Grant
Progress
D
Heath
Kelvin
Nichols
75th
70th
Iberia
Mc Vea
Van Buren
Hallmark
Jefferson
Daniels
Epperson
Veterans Memorial
Jay
Emile
Monte Sano
Area Designated for
Physical Inspection
0 0.5 1 Miles
Gibbens
73rd
Alexander
Galvez
Emile
Turnley
Gore
Village
Liberty
Ector
I-110
Hollywood
q
Yancy
Debra
Patricia
Rabel
Gibbens
Jackie Cochran
Lavey
Baker
Thomas
Harding
72nd
Amarillo
Riley
Lorraine
Husband
Morvant
McHugh
Fourchon
Algoa
Ridgecrest
Greenwell
Devall
Georgia
Sherron
Amerest
Middlewood
Sinbad
Sandra
Chuck Yeager
Monte Sano
Gurney
Cannon
Quivera
Dutton
St Gerard
Engleswood
Beech
Shilo
Shilo
Lavey
Arena
Hollier
Chemin
O'Callagham
Clark
Robique
Martin
Cadillac
Monarch
Sumrall
Ford
Paige
Plank
Glen Oaks
Denham
Sycamore
Troy
Troy
Chipley
Lancaster
Holden
Oak Bend
Balm
Bentley
Stearns
Greenwell
Byron
Hope
Oaklan
McClelland
Comite
Brownfields
Guice
Laredo
San Juan
Crown
Myrtle
Sharon Hills
Kleinpeter
Ellen
Blue Grass
Bank
Lake Mary
Furr
Stoneview
Guynell
Junelise
Byron
Corlett
Hooper
St Pius
Silverleaf
Felicity
Celia
D'Juanna
Grand
Brookstown
Roman
St Ann
Monarch
Rio
Ruston
Colfax
Kent
Juno
Jupiter
Perimeter
Myrtlewood
Juniper
Satinwood
Winter
Vineyard
Landis
Hall
St Francis
Flintwood
Gov Nichols
Belvin
North Park
Angles
Oakside
Matthews
Pettit
Foster
Caprice
Mickens
Maplewood
Astoria
Sutton
Atlanta
Dalark
Hanks
Lazy Oaks
Greencrest
Gov Davis
Davlin
Tioga
Pettit
Silverleaf Rd. - Ford St.
NFE-R-0001
Project Vicinity Map
Figure 5-9
Ingram

SECTION 5. NORTH BASIN PROJECTS
This page intentionally left blank.
GNV31031158552.DOCX/103470004 5-24 JANUARY 2011
REV. 5

SECTION 5. NORTH BASIN PROJECTS
5.4 North Forced System Capacity Improvements Projects
5.4.1 NFE-C-0001 (Gurney Road – Joor Road Sewer Area Upgrades)
Project Description
Purpose of the Project/ Project Background
The purpose of the NFE-C-0001 (Gurney Road – Joor Road Sewer Area Upgrades) project is
to replace PS176 to alleviate SSOs at and near the pump station. The forcemains exiting PS
176 and PS 284 will also be upsized. In addition, the future wet weather peak flow at PS 176
is predicted by the BTRSSO model to be greater than the existing maximum capacity of the
pump station.
Location
The location of PS 176 is described in Table 5-5 and shown along with the forcemain
locations in Figure 5-10.
Forcemain segment PS 176 to NS 6157 begins at PS 176, located on Tallowwood Avenue,
between Pheasantwood Drive and Partridgewood Drive, travels north on Partridgewood
Drive to Gurney Road, follows Gurney Road east, and terminates at node NS6157, near the
intersection of Gurney Road with Sullivan Road.
Gravity segment 176-00001 to PS 176 begins at manhole 176-00001, which is located near the
pump station, which is on Tallowwood Avenue between Pheasantwood Drive and
Partridgewood Drive, and travels to PS 176.
Forcemain segment PS 284 to NS6156 begins at PS 284, located at the cul-de-sac on Fairmead
Drive, travels down a servitude that parallels to the north of Arrowood Avenue, proceeds
up Joor Road and terminates at node NS 6156, which is located at the intersection of Joor
Road and Gurney Road.
Scope
This project includes replacement of one pump station as well as approximately 14,500 feet
of 8-inch, 10-inch, 12-inch, and 14-inch forcemain and approximately 100 feet of 15-inch
gravity sewer. Tables 5-5 and 5-6 show the detailed scope of the project.
TABLE 5-5
NFE-C-0001 (Gurney Road – Joor Road Sewer Area Upgrades) – Pump Station Information
PS No.
Location
Existing Max
Capacity
(GPM)
Future Peak
Wet Weather
Flow
(GPM)
Dry
Weather
(GPM)
Comment
s
PS 176 Tallowwood Ave, between the
417 1,187 79
intersection of Pheasantwood
Drive and Patridgewood Drive
Note: The existing maximum capacity for the pump station was 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 5-25 JANUARY 2011
REV. 5

SECTION 5. NORTH BASIN PROJECTS
TABLE 5-6
NFE-C-0001 (Gurney Road – Joor Road Sewer Area Upgrades) – Pipeline Information
US Node
DS Node
Length
(ft)
Existing
Diameter
(in)
Proposed
Diameter
(in)
Comments
PS 176 NS6172 1,800 6 10
NS6172 NS6158 75 8 10
NS6158 NS6156 3,400 10 12
NS6156 NS6157 2,500 10 14
176-00001 PS176 100 8 15 Gravity segment
PS 284 NS6156 6,700 6 8
Note: The existing pipe sizes and lengths were obtained from the BTRSSO hydraulic model.
Total Bid Amount is $1,550,000.
Design was appropriated in 2007.
Scheduled Construction Appropriation Year was 2008.
Construction was Functionally Completed in 4 th Quarter 2009.
GNV31031158552.DOCX/103470004 5-26 JANUARY 2011
REV. 5

Wild Rose
Core
Blackwater
Welcome Heights
Dorset
York
Virgil Jackson
#
PS125
Joor
Centerra
Gurney
NS6158
!R
!R
NS6156
!R
NS6157
Ouachita
Sullivan
Pheasantwood
BPS501
#!R
NS6172
Candletree
#I
!R PS176 PS176
!R # 176-00001
!R #
PS176
Ribbonwood
Tallowwood
Lancewood
Willowmore
PS284
PS284
Milstead
Arrowood
Wickwood
Morganfield
Morgan Hill
#
Shoe Creek
Glen Watts
Ida
PS406
#
Stoneway
PS103
#
#
#
PS86
Hooper
East Baton Rouge Parish
Gate Way
Morgan Meadow
Legend
Proposed
Existing
Gurney Rd. Sewer Area Upgrades
#I
³
New Pump
Exist. Gravity
Stations
NFE-C-0001
Exist. Forcemain
New Gravity Main
# Exist. Pump Station
New Force Main
Project Vicinity Map
!R Manholes\Nodes
") New Storage Facility Figure 5-10
0 1,000
2,000
Feet
Sagefield
#
PS230
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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

Sullivan
Shoe Creek
Lazy Lake
Hooper
Bon Dickey
Stoneway
!R
230-00009
#
PS103
#
PS167
Rifle
Marlin
Huntley
Central Woods
Forestgrove
#
PS271
Magnolia Blossom
Central Pine
Wax
Sagefield
!R
#I
PS230
!R #
PS230
PS230
PS230DS
Lawndale
Brent
Republic
Ridgeside
Jenson
Roanoke
Brookside
#
BPS601
Brookside
Cloudland
Banway
Trendale
#
PS231
Leeanne
Sully
Sparkle
NS6305
!R
#I
PS282
!R #
PS282
PS282
##
PS510AA
Lovett
Summers
#
PS450
Washington
#
Frontier
Prairie
!R
#I !R #
PS187
PS187
NS6402
PS187
Woodsedge
Woodlett
Trey
BPS510
Brett
#
Greenwell Springs
Alford
Shady Park
Greenmeadow
Lariat
Kohler
Chaparral
#
East Baton Rouge Parish
Triple B
PS113
#
Legend
Sullivan Rd. /Lovett Rd. /Wax Rd.
Proposed
Existing
#I
³
Sewer Area Upgrades
New Pump
Exist. Gravity
Stations
Exist. Forcemain
NFE-C-0002
New Gravity Main
# Exist. Pump Station
New Force Main
Project Vicinity Map
!R Manholes\Nodes
") New Storage Facility Figure 5-11
Triple B
0 1,500
3,000
Feet
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDATES\CAPACITY\NORTH\NF E-C-0002_mpj120610

SECTION 5. NORTH BASIN PROJECTS
5.4.3 NFE-C-0003 (Comite Road – Foster Road Sewer Area Upgrades - Phase I)
Project Description
Purpose of the Project/Project Background
The purpose of the NFE-C-0003 (Comite Road – Foster Road Sewer Area Upgrades - Phase
I) project is to replace PS 291, PS 246, and PS 94 to alleviate SSOs at and near the PS. The
forcemains exiting these pump stations will also be upsized. In addition, the future peak wet
weather flow at the pump stations is predicted by the BTRSSO model to exceed the existing
maximum capacity.
Location
The locations of the pump stations is given in Table 5-9 and shown along with the forcemain
locations in Figure 5-12.
Forcemain segment PS 291 to NS6393 begins at PS 291R, located on Comite Rd 953’ north of
Misty Oaks, and goes South 953’ to Misty Oaks; then East on Misty Oaks Avenue to Lazy
Oak Drive, where it then follows Laky Oak Drive south to its cul-de-sac, and then continues
south over-land to node NS6393, which is located just downstream of PS 246, located near
the intersection of Green Gate Drive and Holly Fern Avenue.
Forcemain segment NS6193 to NS6251 begins at node NS6193, located near the intersection
of Green Gate Drive and Holly Fern Avenue, runs southeast along Green Gate Drive to
Foster Road, where it then follows Foster Road south to its termination at node NS6251,
located at the intersection of North Park Ave and Foster Road.
Forcemain segment PS 94 to NS6193 begins at PS 94, located at the westerly cul-de-sac on
Anderson Drive and proceeds aligning Anderson to the easterly cul-de-sac, then runs
northerly overland to node NS6193.
Scope
This project includes the replacement of three pump stations and the upsizing of
approximately 12,000 feet of 6-inch and 8-inch forcemain. The detailed scope of the project is
presented in Tables 5-9 and 5-10.
TABLE 5-9
NFE-C-0003 (Comite Road – Foster Road Sewer Area Upgrades – Phase I) – Pump Station Information
PS No.
Location
Existing Max
Capacity
(GPM)
Future Peak Wet
Weather Flow
(GPM)
Dry
Weather
(GPM)
Comments
PS 291
PS 246
PS 94
Misty Oaks Ave, near the
intersection of Lazy Oak
Drive
Holly Fern Ave, near the
intersection of Green Gate
Drive
Fieldcrest Dr. near the
intersection of Meadow Ave
69 208 92
69 278 21
278 764 62
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 5-31 JANUARY 2011
REV. 5

SECTION 5. NORTH BASIN PROJECTS
TABLE 5-10
NFE-C-0003 (Comite Road – Foster Road Sewer Area Upgrades – Phase I) – Pipeline Information
US
Node
DS Node
Length
(ft)
Existing
Diameter
(in)
Proposed
Diameter
(in)
Comments
PS291 NS6193 3,340 4 8 New routing of existing
FM to PS 246
NS6193 NS6251 5,600 4 10
PS94 NS6193 3,140 6 8
Note: The existing pipe sizes and lengths were obtained from the BTRSSO hydraulic model.
Total Bid Amount is $1,925,000.
Design was appropriated in 2007.
Construction Appropriation Year was 2008.
Construction was Functionally Completed 2 nd Quarter 2010.
GNV31031158552.DOCX/103470004 5-32 JANUARY 2011
REV. 5

Comite
#I
!R #
PS291
Misty Oaks
Whispering Oaks
Comite
PS291
Lazy Oaks
Cline
Celia
Sleepy Oaks
Holly Fern
St Francis
Barbara Cohn
Green Gate
Oak Fern
#I
!R #
NS6193
PS246
St Mary
St Ann
Anderson
Northampton
Timberlane
North Park
North Ridge
Greencrest
Meadow
Fieldcrest
#I
!R #
PS94
PS94
#
PS150
Northdale
Willowood
Banbury
Foster
Tidecrest
Dawncrest
Malcolm
Price
NS6251
!R
Windcrest
East Baton Rouge Parish
Legend
Comite Dr. - Foster Rd.
Proposed
Existing
#I
³
Sewer Area Upgrades Phase I
New Pump
Exist. Gravity
Stations
Exist. Forcemain
NFE-C-0003
New Gravity Main
# Exist. Pump Station
New Force Main
!R Manholes\Nodes
Project Vicinity Map
") New Storage Facility Figure 5-12
0 1,000
2,000
Feet
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDATES-2010\CAPACITY\NORTH\NORTH MAPS\NFE-C-0003.MXD SGELPI 11/9/2010 09:48:51

SECTION 5. NORTH BASIN PROJECTS
5.4.4 NFE-C-0004 (Foster Road – Hooper Road Sewer Area Upgrades)
Project Description
Purpose of the Project/Background Information
The purpose of Project NFE-C-0004 (Foster Road – Hooper Road Sewer Area Upgrades) is to
increase the capacity of the STN forcemain system and the manifold forcemains along Foster
Road and Hooper Road to assist in transferring high flows to the main STN forcemain along
Hooper Road.
Location
The location of the forcemains in this project are shown in Figure 5-13.
Forcemain segment PS 255 to NS6289 begins at PS 255, which is located at the end of the culde-sac
at Loch Fyne Avenue, and goes east on Loch Fyne Avenue to Ardoon Drive, turns
north/northwest on Ardoon Drive to Monhegan Avenue, turns northeast on Monhegan
Avenue to Blackwater Road, turns south onto Blackwater Road and terminates at node
NS6289, located at the intersection of Blackwater Road and Hooper Road.
Forcemain segment PS 196 to NS 6281 begins at PS 196, which is located near the intersection
of Shady Bluff Drive and Shady Knoll Place, and goes north along Shady Bluff Drive to node
NS 6281, which is located at the intersection of Shady Bluff Dive and Hooper Road.
Forcemain segment BPS 509 to NS 6247 begins at BPS 509, located near the intersection of Hooper
Road and Lazy Lake Drive, and follows Hooper Road southwest until it reaches node NS 6247,
located approximately 600 feet east of the intersection of Hooper Road and Lovett Road.
Forcemain segment BPS 511 to NS6334 starts at BPS 511, located in between Hooper Road and
Blackwater Road, and travels west along Hooper Road to node NS 6334, located near the
intersection of Hooper Road and Foster Road.
Forcemain segment NS6306 to NS6334 starts at node NS 6306, located on Foster Road south of
its intersection with Summer Place Avenue and goes south along Foster Road to node NS6334,
located near the intersection of Hooper Road and Foster Road.
Scope
This project includes the construction of approximately 26,000 feet of 6-inch, 8-inch, 14-inch,
24-inch, and 36-inch forcemain in the North Forced Basin. The detailed scope of this project is
presented in Table 5-11.
TABLE 5-11
NFE-C-0004 (Foster Road – Hooper Road Sewer Area Upgrades) – Pipeline Information
US Node DS Node
Length
(ft)
Existing
Diameter (in)
Proposed
Diameter (in) Comments
PS 255 NS6289 7,600 6 8
PS 196 NS6281 5,200 4 6
BPS 509 NS6247 6,500 20 24
BPS 511 NS6326 2,700 24 36
NS6326 NS6334 3,000 30 36
NS6306 NS6334 1,200 12 14
Note: The existing pipe sizes and lengths were obtained from the BTRSSO hydraulic model.
Total Bid Amount is $8,762,000.
Design was appropriated in 2007.
Construction Appropriation Year was 2008.
Construction is On-Going.
GNV31031158552.DOCX/103470004 5-34 JANUARY 2011
REV. 5

Brown
Acres
Devall
#
Hubbs
Pettit
Core
Northeast
#
Denham
PS263
#
PS198
Crystal
#
# #
PS192
PS155
PS265
#
#
Foster
#
# # #
BPS509 PS509 #
PS246
!R #
#
PS94
PS255
!R #
NS6289
NS6306
# !R # NS6326
!R
PS313#
!R !R #
!R
PS511
NS6334
Carlene
PS291
Greencrest
Fieldcrest
Cline
Hickcock
#
PS130
Carney
Comite
Loudon
Blackwater
Monhegan
PS196
PS144
!R
Big Sur
Santa Monica
#
PS196
!R #
Pheasantwood
NS6247 #
!R
NS6281
PS69
#
Gurney
BPS501
PS418
#
PS125
#
Glen Watts
Joor
Lovett
PS284
Pecos
#
#
Sagefield
PS152
#
PS202
Hooper
Shoe Creek
#
#
#
PS231
Prairie
Sullivan
PS230
PS510AA
Dorset
PS103
#
#
PS187
PS234
#
#
PS167
Reed
#
Huntley
Sully
PS72
Roundsaville
Sage
Brent
#
#
NS6268a
PS282
!R !R #
NS6305
#
#
PS233
Republic
Summers
Brett
PS271
Brookside
PS450
BPS510
Paint
Bridlewood
Wax
Alford
#
Frontier
#
# #
#
Hanks
Dalark
PS39
#
Lanier
Wright
PS277
Greenwell
#
Dickens
PS11
East Baton Rouge Parish
Mickens
#
Prescott
PS453
PS116
Ridgewood
#
PS288
Suncrest
#
PS195
Lariat
PS138
#
Triple B
Langer
PS113
#
Greenwell Springs
Cherryl
#
PS121
PS1006
#
#
PS121 #
PS197
#
#
BPS503 # PS454
PS207
# #
#
# # # #
Legend
Foster Rd. - Hooper Rd.
Proposed
Existing
#I
³
Sewer Area Upgrades
New Pump
Exist. Gravity
Stations
Exist. Forcemain
New Gravity Main
NFE-C-0004
# Exist. Pump Station
New Force Main
!R Manholes\Nodes
Project Vicinity Map
") New Storage Facility Figure 5-13
0 0.5 1
Miles
Bayonne
Chanove
#
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDATES2010\CAPACITY\NORTH\NFE-C-0004_mpj120610

SECTION 5. NORTH BASIN PROJECTS
5.4.5 NFE-C-0005 (Hooper Road Pump Station Improvements)
Project Description
Purpose of the Project/Background Information
This project NFE-C-0005 (Hooper Road Pump Station Improvements) project is a combination
of NFE-C-0005 (Multiple PS – Hooper Road- Greenwell Springs Road) and NFE-C-0007
(Multiple BPS - Hooper Road - Lovett Road) from the October 2008 PDP. The combined
project has been designated NFE-C-0005 (Hooper Road Pump Station Improvements) project
and is described in this section. The purpose of the NFE-C-0005 (Hooper Road Pump Station
Improvements) project is the following:
Replace PS 113, PS 313, PS 144, PS 86, PS 234, PS 218, PS 271, PS 249, PS 164, PS 285, PS 196,
PS 231, PS 207, BPS 509, BPS 510 and BPS 511 to alleviate SSOs. BPS 510 will be replaced
with a new PS 510AA, located downstream of the existing BPS 510. The three in-line booster
pump stations being replaced in this project will be replaced with wet well pump stations.
Location
The locations of the pump stations are described in Table 5-12 and shown in Figure 5-14. PS
510AA will replace the existing BPS 510, which is currently located at the end of Lovett
Road east of Sullivan Road. The exact location of PS 510AA has not yet been determined.
Scope
The detailed scope of this project is given in Table 5-12.
TABLE 5-12
NFE-C-0005 (Hooper Road Pump Station Improvements) – Pump Station Information
Existing Max
Capacity
PS No.
Location
(GPM)
Future Peak Wet
Weather Flow
(GPM)
Dry
Weather
(GPM)
PS 313 Summer Place Avenue off Foster Road 58 109 4
PS 144 La Jolla Court off Carmel Drive 440 601 104
PS 86 Hooper Road between Lovett Road and Allena Drive 337 544 112
PS 234 Dorset Avenue off Farnham Avenue 101 489 65
PS 218 Weyanoke Drive off Solitude Lane 221 424 53
PS 271 Central Place Drive off Central Woods Avenue 244 482 129
PS 249 Durmast Drive off Way Road 612 1,124 247
PS 164 Stoneridge Drive off Donnybrook Avenue 261 685 88
PS 285 Bristle Cone Court off Evergreen Hills Avenue 84 399 52
PS 196 Shady Bluff Drive off Hooper Road 115 409 56
PS 231 Shoe Creek Drive off Morgan Creek Avenue 240 1,596 222
PS 207 Red Maple Drive off West Post Oak Court 101 394 136
PS 509 Hooper Road between Sullivan Road and Lazy Lake Drive 2,424 7,592 951
PS 511 Hooper Road between Hickcock Drive and Blackwater Road 1,781 20,404 2,970
PS 510AA To be determined 5,326 8,106 1,194
PS 113 13308 Triple B. Rd. Hgts. 190 596 42
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.
Total Construction Bid Amount is $11,900,000.
Scheduled Design Appropriation Year is 2010.
Scheduled Construction Appropriation Year is 2011.
Design is On-Going.
GNV31031158552.DOCX/103470004 5-36 JANUARY 2011
REV. 5

Maribel
Lanier
Charlton
Oak Villa
Brown
Blackwater
Acres
Devall
Hubbs
Rolling Acres
BPS513
#
Bentley
#
#
# #
#
PS129
Plank
Dyer
PS312
PS141
PS318
#
PS125
#
#I
# PS218 #
#
#I
#
#
#
#
PS234
# #
PS72
#
#
#
# # # #
#I
PS233
PS509 #
PS246
#
PS325
PS176 PS284
# #
#
#
#
##
# #
#
#I #I #I #I
PS79
PS249
# PS86 PS103
PS144
PS150
#
#
#
PS313
#
#
# # # #I
PS271
#I
PS255
# PS231
PS432
#I
# PS282
# # PS511
# # #
#I
#
#
#
#
PS130
#I
PS418
#
#
# #
PS280
#
##
PS272
PS510AA #
PS202
PS196
#I
# # #
#
# # #
#I#I
PS164
#
PS453
PS138
#
## # # # #
PS195
PS277
#
PS113
#
PS288
# PS285
#
#
#
# # PS160
PS116
#
#I
PS11
#
PS121 #
BPS503
# #
# #
##
# # # #
PS55
PS281
#
PS207
#
#
PS334
# #
# PS289
# PS16 PS359
#
#
#
#
PS314
PS169 PS295 PS41
# #
#
#
#
# #
#
#
#
#
#
#
# #
#
Legend
Proposed
Existing
Hooper Rd. PS Projects
#I
³
New Pump
Exist. Gravity
Stations
NFE-C-0005
Exist. Forcemain
New Gravity Main
# Exist. Pump Station
New Force Main
Project Vicinity Map
!R Manholes\Nodes
") New Storage Facility Figure 2-1
Comite
Brownfields
Victoria
Landis
Lobdell
Foster
Pettit
Choctaw
Airline
East Baton Rouge Parish
Dickens
Cline
Mickens
Greenwell
Ski Stone
Bliss
Prescott
Airway
Loudon
Carney
Gurney
Joor
Dual
McCullough
Core
Lovett
Richcroft
0 1
2
Miles
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDATES-2010\CAPACITY\NORTH\NORTH MAPS\NFE-C-0005.MXD SGELPI 11/9/2010 09:47:55
BPS500
Denham
Flannery
Sullivan
Pinewood
PS192
Sage
Brett
Choctaw
Florida
PS155
#
PS93
#
PS265
Paint
Four Oaks
Alford
BPS504
#
Hooper
Droze
Lavell
Liberty
Blouin
#
PS443
Will
Wax
Planchet
Frenchtown
Morgan

SECTION 5. NORTH BASIN PROJECTS
5.4.6 NFE-C-0006 (Lovett Road – Greenwell Springs Road Sewer Area Upgrades)
Project Description
Purpose of the Project / Background Information
The purpose of the NFE-C-0006 (Lovett Road – Greenwell Springs Road Sewer Area
Upgrades) project is to increase the capacity of the forcemain system in the North East
Forcemain Basin to assist in transferring peak flows to the main STN sewer along Hooper
Road and to increase the capacity of the gravity sewer systems upstream of PS 155, PS 195,
PS 200, and PS 231. The gravity sewer and forcemain upgrades will work to alleviate chronic
SSOs at the upstream or downstream locations of PS 69, 106, 113, 152, 155, 160, 164, 181, 195,
200, 207, 231, 233 234, 249, 285, and 510.
Location
The gravity sewers and forcemains in this project are shown in Figure 5-15.
Gravity segment 155-00037 to PS 155 begins at manhole 155-00037, located near the
intersection of Crystal Drive and Libra Avenue and heads north along Crystal Drive to its
termination point at PS 155, located near the intersection of Crystal Drive and Taurus
Avenue.
Gravity segment 195-00004 to PS 195 begins at manhole 195-00004, located east of the
intersection of Suncrest Avenue and Bretshire Drive, and heads generally east through a
servitude in a forested area to PS 195, which is located just south of the south end of
Stoneshire Drive.
Gravity segment 200-00011 to PS 200 starts at manhole 200-00011, located east of the
intersection of Keystone Avenue and Bridgeport Drive, and heads east along Keystone
Avenue to PS 200, located on Keystone Avenue, in between Teah Drive and Tarrora Drive.
Gravity segment 231-00015 to PS 231 begins at manhole 231-00015, located on Sagefield
Drive, in between Cornwood Avenue and Morgan Meadow Avenue, and heads south along
Sagefield Drive to PS 231, located near the intersection of Sagefield Avenue and Cornwood
Avenue.
Forcemain segment PS 181 to NS6088 starts at PS 181, located off of Pinewood Drive, in
between Arceneaux Avenue and Denham Avenue, and follows the access road from the
pump station to Pinewood Drive, and then follows Pinewood Drive south to node NS6088,
located near the intersection of Pinewood Drive and Denham Avenue.
Forcemain segment PS 155 to NS6103 begins at PS 155, located near the intersection of
Crystal Drive and Taurus Avenue, and follows Taurus Avenue west to node NS6103,
located near the intersection of Taurus Avenue and West Beaver Drive.
Forcemain segment PS 106 to NS6128 begins at PS 106, located near the intersection of
Palomino Drive and Paint Avenue, heads north along Palomino Drive, turns west on
Shetland Avenue, and terminates at node NS6128, which is located in an open area, just
south of the intersection of Libra Avenue and Crystal Drive.
Forcemain segment PS 233 to NS6189 begins at PS 233, located at the south end of Sage
Drive, heads north along Sage Drive and Cimmaron Drive, turns southwest at Hooper
Road, and terminates at node NS6189, located at the intersection of Hooper Road and
Sullivan Road.
GNV31031158552.DOCX/103470004 5-38 JANUARY 2011
REV. 5

SECTION 5. NORTH BASIN PROJECTS
Forcemain segment PS 234 to NS 6189 starts at PS 234, located at the intersection of Dorset
Avenue and York Road, heads west on Dorset Avenue, turns southeast on Sullivan Road,
and terminates at node NS6189, located at the intersection of Hooper Road and Sullivan
Road.
Forcemain segment PS 249 to NS 6239 starts at PS 249, located near the intersection of
Durmast Drive and Roble Avenue, heads south along Durmast Drive, turns west on Wax
Road, and terminates at node NS6239, located near the intersection of Wax Road and
Brookside Road.
Forcemain segment NS 6268A to NS 6393 begins at new node NS 6268A, located just
southwest of the intersection of Regent Avenue and Overwood Drive, and follows a
drainage path roughly south to node NS6393, located on Greenwell Springs Road, in
between Greenmeadow Drive and Sullivan Road.
Forcemain segment PS 200 to NS 6391 starts at PS 200, located on Keystone Avenue, in
between Teah Drive and Tarrora Drive, follows Gottlieb Road and a drainage path generally
northwest, turns southwest on Greenwell Springs Road, and follows Greenwell Springs
Road to NS6391, located on Greenwell Springs Road in between Greenmeadow Drive and
Sullivan Road.
Forcemain segment PS 285 to NS 6406 begins at PS 285, located on Bristlecone Court, just
north of its intersection with Evergreen Hills Avenue, and follows a servitude to the
northwest to PS 164, located at the eastern end of Stoneridge Drive. From PS 164, the
forcemain follows Stoneridge Drive west, turns north at Donnybrook Avenue, and
terminates at node NS6406, located near the intersection of Donnybrook Avenue and
Greenwell Springs Road.
Forcemain segment PS 113 to NS 6431 starts at PS 113, located near the intersection of Triple
B Road and Chapparal Place, heads east along Triple B Road, and terminates at node
NS6431, located near the intersection of Triple B Road and Sullivan Road.
Forcemain segment PS 160 to NS 6419, begins at PS 160, located near the intersection of
Chambord Drive and Chaumont Avenue, heads southwest along Chaumont Avenue, turns
northwest on Frenchtown Road, turns northeast on Greenwell Springs Road, and follows
Greenwell Springs Road to node NS6419, located near the drainage path that is in between
Sullivan Road and Greenmeadow Drive.
Forcemain segment PS 207 to NS 6489 begins at PS 207, located near the intersection of Red
Maple Place and Post Oak Court, heads north along Post Oak Court, turn east on Country
Road, turns northwest on Frenchtown Road, and terminates at node NS 6489, located near
the intersection of Frenchtown Road and Chaumont Road.
Forcemain segment PS 152 to NS 6377 starts at PS 152, located just southwest of the
intersection of Pecos Avenue and Prairie Drive, heads east to Prairie Drive, turns north on
Prairie Drive, and terminates at node NS 6377, located near the intersection of Prairie Drive
and Lovett Road.
Forcemain segment PS 231 to NS 6328 begins at PS 231, located near the intersection of
Sagefield Avenue and Cornwood Avenue, heads south through a wooded area, and
terminates at node NS 6328, located on Lovett Road, approximately 3,500 feet east of its
intersection with Joor Road. Forcemain segment PS 195 to NS 6308 begins at PS 195, located
GNV31031158552.DOCX/103470004 5-39 JANUARY 2011
REV. 5

SECTION 5. NORTH BASIN PROJECTS
just south of the south end of Stoneshire Drive, goes north along Stoneshire Road, turns
west on Landfair Road, turns north on Burtcliff Drive, turns west on Tynwood Avenue,
turns north on Joor Road, and terminates at node NS 6308, located at the intersection of Joor
Road and Lovett Road.
Forcemain segment PS 69 to NS 6257 starts at PS 69, located in between the eastern ends of
Tanglewood Drive and Rustling Oaks Drive, heads north on Tanglewood Road, and
terminates at node NS 6257, located near the intersection of Tanglewood Drive and Lovett
Road.
Forcemain segment BPS 510 to NS 6252 begins at BPS 510, which will be abandoned as part
of project NFE-C-0005 (Hooper Road Pump Station Projects), located near the intersection of
Sullivan Road and Lovett Road. From BPS 510, the forcemain follows Lovett Road west and
north to node NS 6252, located near the intersection of Lovett Road and Hooper Road.
Scope
This project includes construction of approximately 5,200 feet of 10-inch, 12-inch, and 15-
inch gravity sewer upstream of PS 155, PS 195, PS 200, and PS 231. This project also includes
construction of approximately 115,000 feet of 6-inch, 8-inch, 10-inch, 12-inch, 14-inch, 16-
inch, 18-inch, 24-inch, and 30-inch forcemain in the North Forced East Basin. The detailed
scope of the project is shown in Table 5-13.
TABLE 5-13
NFE-C-0006 (Lovett Road – Greenwell Springs Road Sewer Area Upgrades) – Pipeline Information
US Node
DS Node
Length
(ft)
Existing
Diameter
(in)
Proposed
Diameter
(in)
Comments
155-00037 155-00031 710 8 10 Gravity segment
155-00031 155-00013 1,230 8 12 Gravity segment
155-00013 PS155 420 10 15 Gravity segment
195-00004 PS 195 940 8 12 Gravity segment
200-00011 PS 200 370 8 12 Gravity segment
231-00015 231-00013 500 8 12 Gravity segment
231-00013 PS 231 1,040 8 15 Gravity segment
PS181 NS6088 1,840 6 10
PS155 NS6103 1,900 8 10
PS106 NS6134 2,460 6 10
NS6134 NS6128 3,100 8 10
PS233 NS6165 2,060 4 6
NS6165 NS6183 3,000 18 24
NS6183 NS6189 1,450 18 24
PS234 NS6150 3,400 4 8
NS6150 NS6157 2,320 10 16
NS6157 NS6189 3,040 14 24
PS249 NS6239 9,100 8 10
NS6268A NS6393 4,410 12 16
GNV31031158552.DOCX/103470004 5-40 JANUARY 2011
REV. 5

SECTION 5. NORTH BASIN PROJECTS
TABLE 5-13
NFE-C-0006 (Lovett Road – Greenwell Springs Road Sewer Area Upgrades) – Pipeline Information
US Node
DS Node
Length
(ft)
Existing
Diameter
(in)
Proposed
Diameter
(in)
Comments
PS200 NS6404 4,260 8 10
NS6404 NS6395 970 8 10
NS6395 NS6406 3,600 10 12
NS6406 NS6419 5,950 12 16
NS6419 NS6393 1,750 14 18
NS6393 NS6391 380 18 30
PS285 PS164 1,300 6 8
PS164 NS6406 3,960 6 8
PS113 NS6419 3,170 6 8
NS6419 NS6431 2,680 12 14
PS160 NS6489 2,510 6 10
NS6489 NS6472 2,540 8 12
NS6472 NS6419 6,110 10 14
PS207 NS6489 1,600 4 6
PS152 NS6381 500 4 6
NS6381 NS6377 500 4 6
PS231 NS6328 1,720 6 12
PS195 NS6575 7,840 8 14
NS6575 NS6308 2,920 8 14
PS69 NS6257 1,510 6 8
PS510 NS6402 4,280 10 30
NS6402 NS6351 4,890 20 30
NS6351 NS6328 2,200 20 30
NS6328 NS6308 2,930 20 30
NS6308 NS6257 4,340 24 30
NS6257 NS6252 600 24 30
Note: The existing pipe sizes and lengths were obtained from the BTRSSO hydraulic model.
Total Construction Bid Amount is $18,200,000.
Scheduled Design Appropriation Year is 2010.
Scheduled Construction Appropriation Year is 2012.
Design is On-Going.
GNV31031158552.DOCX/103470004 5-41 JANUARY 2011
REV. 5

Blackwater
Acres
Hubbs
Sullivan
Carney
#
PS263
!R # #
NS6088
!R
155-00013
#
PS155
!R !R !R #
!R
NS6128
# !R #
!R !R
NS6103 PS198
155-00031
PS265
NS6134
BPS504
PS234 PS234
!R #
NS6150 !R #
PS106
PS125 !R
#
NS6157 NS6165
!R
#
PS72 !R
NS6183 #
!R
# #
BPS509 !R #
#
NS6189 !R
PS176
PS233
PS284
PS325
# #
PS103
#
PS249
# PS271
# !R #
PS86
NS6239
#
!R
PS144 NS6252
NS6257
# !R #
!R #
#
!R !R
231-00015 PS230
PS69
!R
PS231
231-00013
NS6268a
NS6308 !R #
PS282
!R
!R #
!R
NS6328 PS510AA NS6351
#
NS6575 PS418 !R #
!R # PS152
PS196
!R
#
# !R
NS6391 NS6393
NS6395
PS202 NS6381
PS280
#
!R!R #
!R
!R #
PS187
PS510
NS6406
NS6404
#
# NS6419
!R !R
NS6402
!R
#
PS200
NS6431
# !R !R #
195-00004
!R # !R # !R
200-00011
PS195
PS164
!R #
PS113
PS138
!R #
#
# !R #
PS1007 PS285
#
NS6472 PS160
PS288
!R #
#
!R
#
#
PS121#
NS6489 !R
PS197
#
!R #
BPS503 #
PS207
# #
#
## # #
PS281
#
PS334
#
#
#
# Legend
Proposed
Existing Lovett Rd. - Greenwell Springs Rd.
#I
³
New Pump
Exist. Gravity
Stations
NFE-C-0006
Exist. Forcemain
New Gravity Main
# Exist. Pump Station
New Force Main
Project Vicinity Map
!R Manholes\Nodes
") New Storage Facility Figure 5-15
Smith
Joor
East Baton Rouge Parish
Core
Northeast
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP-UPDATE-SCOTT_BACKUP_060109.MXD SGELPI 6/17/2009 10:41:23
Joor
Denham
0 0.375 0.75
Mile
Sully
Pinewood
PS181
PS155
Chanove
Wax
Droze
Willow Creek
Thibodeaux
#
PS443
Wax
Morgan
Planchet

SECTION 5. NORTH BASIN PROJECTS
5.4.7 NFE-C-0007 (Multiple BPS – Hooper Road – Lovett Road)
The NFE-C-007 (Multiple BPS – Hooper Road – Lovett Road) project has been combined
with NFE-C-0005 (Multiple PS-Hooper Road-Greenwell Springs Road) from the October
2008 PDP. The combined project has been designated NFE-C-0005 (Hooper Road Pump
Station Improvements) project and is described in Section 5.4.5.
GNV31031158552.DOCX/103470004 5-43 JANUARY 2011
REV. 5

SECTION 5. NORTH BASIN PROJECTS
5.4.8 NFW-C-0001 (Joor Road – Greenwell Springs Road Sewer Area Upgrades)
Project Description
Purpose of the Project/Background Information
The NFW-C-0001 (Joor Road –Greenwell Springs Road Sewer Area Upgrades) project
involves the design and construction of forcemain upgrades in the North Forced West Basin.
The upgrades are designed to alleviate chronic SSOs at the pump stations and increase the
forcemain capacity. The upgrades range in size from 6 to 24 inch diameter.
Location
This project involves the replacement of portions of the North Forced West manifold
forcemain system as well as replacement of some gravity segments in the same area as the
forcemain segments. The locations of the gravity sewer and forcemains in this project are
shown in Figure 5-16.
Forcemain segment PS 183 to NS 6485 begins outside the property boundary of PS 183.
Upon leaving the pump station, the forcemain travels north for approximately 50 feet before
reaching Canterbury Drive. At Canterbury Drive, the forcemain turns east and follows the
road for approximately 225 feet to the intersection of Canterbury Drive and Greenforrest
Drive. At Greenforrest Drive, the forcemain turns northward and follows the road for
approximately 1,500 feet to the intersection of Greenforrest Drive and Greenwell Springs
Road. At this point, the forcemain travels under Greenwell Springs Road and manifolds into
a larger forcemain at node NS 6485.
Forcemain segment PS 119N to NS 6509 begins outside the property boundary of PS 119.
Upon leaving the pump station, the forcemain travels west for approximately 50 feet before
reaching Sarasota Drive. At Sarasota Drive, the forcemain turns north and follows the road
for approximately 1,000 feet to the intersection of Sarasota Drive and Coral Drive. At Coral
Drive, the forcemain turns northward and follows the road for approximately 500 feet to the
intersection of Coral Drive and Greenwell Springs Road. At this point, the forcemain travels
under Greenwell Springs Road and manifolds into a larger forcemain at node NS 6509.
Forcemain segment BPS 503 to NS 6438 begins outside the property boundary of BPS 503
and travels south for approximately 150 feet before reaching Greenwell Springs Road. At
Greenwell Springs Road, the forcemain turns west and follows the north ROW for
approximately 6,000 feet to the intersection of Greenwell Springs Road and Joor Road. At
Joor Road, the forcemain turns north and follows the east ROW for approximately 7,600 feet
to the intersection of Joor Road and Mickins Road. At the intersection of Joor Road and
Mickens Road (node NS6438), the forcemain travels northwest along Mickens Road for
approximately 7,000 feet to node NS6438, located at the intersection of Mickens Road and
Lanier Drive.
Forcemain segment PS 288 to NS 6461 begins outside the property boundary of PS 288.
Upon leaving PS 288, the forcemain travels northwest along an electrical servitude for
approximately 2,650 feet to its intersection with Joor Road. At Joor road, the forcemain turns
south for approximately 250 feet to node NS 6461, located near the intersection of Mickens
Road and Joor Road.
Forcemain segment NS 6499 to NS 6500 begins at node NS 6499, located near the end of the
cul-de-sac on Dancy Avenue, and follows Dancy Avenue west to node NS6500, located near
the intersection of Dancy Avenue and Joor Road.
GNV31031158552.DOCX/103470004 5-44 JANUARY 2011
REV. 5

SECTION 5. NORTH BASIN PROJECTS
Gravity segment 119N-00039 to PS 119N starts at manhole 119-00039, located near the
intersection of Daytona Avenue and Flamingo Drive, runs northeast along Flamingo Drive,
and turns north on Sarasota Drive to PS 119N, located on Sarasota Drive in between
Flamingo Drive and Biscayne Drive.
Gravity segment 183-00009 to 183-00001Z begins at manhole 183-00009, located near the
intersection of Cardigan Avenue and Kilkenny Drive, and follows Kilkenny Drive north to
manhole 183-00001Z, which is located near the intersection of Kilkenny Drive and N. Salem
Drive.
Gravity segment 128-00041A to PS 128 starts at manhole 128-00041A, located near the
intersection of Toledo Bend Avenue and Redlands Drive, and heads south to PS 128, located
on Redlands Drive, in between Cedar Bend Avenue and Elaine Drive.
Scope
The scope of this project includes construction of approximately 1,750 feet of 10-inch and 12-
inch gravity sewer upstream of PS 119N and PS 128 and approximately 2,600 feet of 21-inch
gravity sewer upstream of PS 183. This project also includes construction of 29,800 feet of 4-
inch, 6-inch, 10-inch, 16-inch, and 24-inch forcemain in the North Forced West basin. The
detailed scope of this project is given in Table 5-14.
TABLE 5-14
NFW-C-0001 (Joor Road – Greenwell Springs Road Sewer Area Upgrades) – Pipeline Information
US Node
DS Node
Length
(ft)
Existing
Diameter (in)
Proposed
Diameter (in)
PS 183 NS6512 160 14 16
Comments
NS6512 NS6485 1,600 14 16
PS 119N NS6509 2,150 8 10
BPS503 NS6550 8,500 14 24
NS6550 NS6500 2,300 18 24
NS6500 NS6438 10,200 14 24
PS288 NS6461 3,400 4 6
NS6499 NS6500 1,500 3 4
119N-00039 PS119N 990 8 10 Gravity segment
183-00009 183-00001Z 2,600 12, 15, & 16 21 Gravity segment
128-00041A 128-00040A 360 10 12 Gravity segment
128-00040A 128-00001Z 320 10 12 Gravity segment
128-00001Z PS128 85 10 12 Gravity segment
Note: The existing pipe sizes and lengths were obtained from the BTRSSO hydraulic model.
Total Construction Bid Amount is $6,900,000.
Scheduled Design Appropriation Year is 2011.
Scheduled Construction Appropriation Year is 2013.
Design and Construction has Not Started.
GNV31031158552.DOCX/103470004 5-45 JANUARY 2011
REV. 5

Greenway
Rome
Airway
Vega
Monterrey
Platt
Aletha
Ridgemont
Hillmont
Lassen
Mike
Erin
Harco
#
Watts
Hickcock
Cody
#
Hooper
PS130
#
Blackwater
BPS511
Shady Bluff
#
PS196
PS418
Joor
#
Cook
Haven
Conestoga
Pecos
#
PS202
PS152
#
#
#
Prairie
PS510AA
Lovett
PS187
#
!R
NS6438
Suncrest
Brillock
Burtcliff
Landfair
#
PS195
Frontier
Lariat
PS113
PS138
# #
#
#
#
Wright
#
PS277
#
Hanks
Airline
Greenwell
Dickens
Riffel
Oak View
PS11
Tom
Prescott
Gay
Greentree
Athens
Madrid
#
Paris
Kiowa
East Baton Rouge Parish
Berlin
Oak Crest
Joyce
Mickens
#
PS453
NS6500
Choctaw
!R
!R
Oak Villa
Crestaire
!R
Dancy
NS6550
#
NS6461
!R
Ridgewood
Ridgewood
PS222
Greenwell Springs
#
El Scott
NS6499
#
PS281
PS18
Syble
Ventura
#
Grand Teton
El Cajon
Tampa
!R #
Westerly
PS288
PS288
BPS503
#
!R #
Beta
Elain
Mammoth
Perdue
PS503
Edgemont
#
#
128-00001Z
!R
!R
!R #
#
PS16
# PS190
Darryl
Gerald
Tams
Cletus
#
!R!R #
!R
# PS119N
PS119NFM
#
!R
183-00009 #
!R
#
Legend
Joor Rd. - Greenwell Springs Rd.
Proposed
Existing
#I
³
Sewer Area upgrades
New Pump
Exist. Gravity
Stations
Exist. Forcemain
NFW-C-0001
New Gravity Main
# Exist. Pump Station
New Force Main
!R Manholes\Nodes
Project Vicinity Map
") New Storage Facility Figure 5-16
0 0.5
1
Miles
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Capri
#
119N-00039
Dual
NS6509
PS454
PS128
#
!R
128-00041A
PS359
Chalice
Catalpa
128-00040A
PS89
Sarasota
PS293
Richcroft
Darryl
#
Bard
Ocala
Coral
!R
PS183
PS183
Stan
Vickers
#
NS6485
Salem
PS314
Warfield
NS6512
183-00001Z
Wendover
Stacy
La Annie
#
Linstrom
Cherryl
Kerry
#
PS169
Windsor

SECTION 5. NORTH BASIN PROJECTS
5.4.9 NFW-C-0002 (Choctaw Storage and Pump Station Facility)
Project Description
Purpose of the Project/Background Information
The NFW-C-0002 (Choctaw Storage and Pump Station Facility) project is a project that was a
combination of the NFW-C-0002 (Choctaw Storage, PS52A, PS 51A, PS 51AA, and
Forcemains) project and the NFW-C-0003 (Choctaw Storage Pump Station) project from the
October 2008 PDP. The combined project has been designated NFW-C-0002 (Choctaw Storage
and Pump Station Facility) project and is described in this section.
This project involves the design and construction of a 26-million gallon (MG) storage facility
(Choctaw Storage Facility) in west-central Baton Rouge Parish. This project also includes the
construction of an overflow pump station for Pump Station 52 (PS 52A), an overflow pump
station for PS 51 (PS 51A), a gravity trunk line overflow pump station (PS 51AA), and the
forcemains to convey the flow from the pump stations to the storage facility. One of the
forcemains will also serve as the return line for flow from the Choctaw Storage Facility to PS
52. The purpose of this facility is to detain peak wet weather flows during a storm event, and
release them back into the collection system when demand is lower.
Construction of the storage facility will eliminate approximately 6.5 miles of pipe
replacement, reduce the overall pipe diameter for the remaining sewer projects, and eliminate
the need to increase the capacity of the North WWTP.
Location
The location of the 26 MG storage facility is near the northeast corner of the intersection of
Airline Highway and South Choctaw Drive. The C-P already owns the parcel of land. The
locations of the pump stations are given in Table 5-15.
The force main from PS 52A to the storage facility will lead south along E. Brookstown Drive
to Winbourne Avenue It will then head east along Winbourne Avenue to the intersection with
Victoria Drive. From Victoria Drive, the main will cross Greenwell Springs Road and follow
the frontage road at the intersection of Airline Highway and Greenwell Springs Road. The
main will then cross Airline Highway and run parallel to Reco Avenue to the storage facility.
The forcemain from PS 51A to the storage facility will run south along Sierra Vista Drive to
Cuyhanga Parkway. It then travels west along Cuyhanga Parkway to the end of Cuyhanga
Parkway and cross open field to Tom Drive. The main will run west along Tom Drive to
Airway Drive where it will head north to W. El Cajon Drive. It will run west along W. El
Cajon Drive north on Commerce Avenue and across Choctaw Drive to the storage facility.
The forcemain from PS 51AA to the manifold point with the forcemain from PS 51A will begin
near the intersection of Red Oak Drive and Sharp Lane and head north along Sharp Lane to
the intersection with Cuyhanga Parkway. From this point, the force main will head west along
Cuyhanga Parkway to the intersection with Sierra Vista Drive, where it will intersect with the
force main from PS 51A.
Scope
This project includes the construction of one, 20 million gallon (MG) storage tank and one 6
MG storage tank at the Choctaw Storage Facility and their associated piping, valving,
controls, and appurtenances. The pump stations and forcemains are detailed in Table 5-15 and
Table 5-16 and are shown in Figure 5-17.
GNV31031158552.DOCX/103470004 5-47 JANUARY 2011
REV. 5

SECTION 5. NORTH BASIN PROJECTS
TABLE 5-15
NFW-C-0002 (Choctaw Storage and Pump Station Facility) – Pump Station Information
PS No.
Location
Existing Max
Capacity
(GPM)
Future Peak Wet
Weather Flow
(GPM)
Dry
Weather
(GPM)
PS51A
PS51AA
Sierra Vista Drive north of the intersection with
Cuyhanga Parkway
Near the intersection of Red Oak Drive and
Sharp Lane
New 8,333 0
New 3,125 0
PS 52A
NE of Brookstown Drive intersection with
Winbourne
New 31,924 0
Note: The future peak wet weather flow was obtained from the BTRSSO hydraulic model.
TABLE 5-16
NFW-C-0002 (Choctaw Storage and Pump Station Facility) – Forcemain Information
US No.
DS Node
Length
(ft)
Existing
Diameter
(in)
Proposed
Diameter
(in)
PS52A Choctaw Storage 10,100 New 42
PS51A PS51WW1 130 New 30
PS51WW1 Choctaw Storage 10,780 New 30
PS51AA PS51WW1 3,100 New 14
Note: The new pipe lengths were obtained from the BTRSSO hydraulic model.
Total Construction Bid Amount is $55,000,000.
Total Storage Facility Land Acquisition Cost is $1,218,720 (already acquired).
Scheduled Design Appropriation Year was 2008.
Scheduled Construction Appropriation Year was 2010.
Design is On-Going.
GNV31031158552.DOCX/103470004 5-48 JANUARY 2011
REV. 5

Anita
Alello
Maribel
Airway
Cora
Sharp
#
#
Greenwell
El Scott
Cyrus
Merrydale
Airline
Dover
Hanks
Prescott
#
PS11
PS39
#
Ridgewood
#
PS222
PS116
#
#
PS288
#
BPS503
#
Heidel
PS52
!R#I
PS52WW_3
#
PS52A
Calumet
Victoria
#
PS55
Joor
Greenwell Springs
#
PS18
#
PS281
#
Elain
Greenway
Gerlando
Lone Oak
Oak Crest
Joyce
Winbourne
Grand Teton
# #
PS16
Victoria
#
PS49
#
Renoir
Lobdell
#
PS30
Choctaw # Storage Tank Facility
# #
Carrollton
Rodin
Industrial
Cezanne
Goya
Donmoor
Harry
Dallas
Wooddale
Florida
")
Fernwood
Athens
Tom
Harry
Florline
Kiowa
Choctaw
Cortana
Oak Villa
Monterrey
Mollylea
Darryl
PS51WW3
Cuyhanga
Donna
PS51A
#I
!R
!R!R #
#I
#
PS81
#
Marilyn
#
Perdue
Riveroaks
Gerald
Cletus
PS51WW2
Ocean
Ship
Marion
Marquette
Independence
Airport
Colonial
#
PS323
Meredith
Parkview
Keed
East Baton Rouge Parish
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP-UPDATE-SCOTT_BACKUP_060109.MXD SGELPI 6/17/2009 10:41:23
# Legend
³
Choctaw Storage, PS52A, PS51A,
Proposed
Existing
PS51AA, FM
New Pump
Exist. Gravity
#I Stations
Exist. Forcemain
NFW-C-0002
New Gravity Main
# Exist. Pump Station
New Force Main
!R Manholes\Nodes
Project Vicinity Map
") New Storage Facility
0 1,500 3,000
Feet
Figure 5-17

SECTION 5. NORTH BASIN PROJECTS
5.4.10 NFW-C-0003 (Choctaw Storage Pump Station)
Project Description
This project has been deleted and combined with NFW-C-0002 (Choctaw Storage, PS 52A, PS
51A, PS 51AA, and Forcemains) from the October 2008 PDP and the combined project has
been designated as the NFW-C-0002 (Choctaw Storage and Pump Station Facility) and is
described in Section 5.4.9.
5.4.11 NFW-C-0004 (Hooper Storage Facility)
Project Description
Purpose of the Project/Background Information
The NFW-C-0004 (Hooper Storage Facility) project involves the design and construction of a
10-MG storage facility (Hooper Storage Facility) in northwest Baton Rouge Parish as well as
the replacement of BPS 897 with a wet well pump station. The purpose of this facility is to
detain peak wet weather flows during a storm event, and release them back into the collection
system when demand is lower.
Construction of the storage facility will eliminate the need for approximately 13,200 feet of
pipe replacement, reduce the overall pipe diameter for the remaining sewer projects, and
eliminate the need to increase the capacity of the North WWTP.
Location
The proposed location of the storage facility is near the northwest corner of the intersection
of Hooper Drive (Highway 408) and Mickens Road and is shown in Figure 5-18.
Scope
The project scope includes the design and construction of the storage facility and associated
pumping systems to transfer flows in and out of the facility. A new PS 897 will be built on
the same site as the storage facility to transfer flows in and out of the facility. Once the
storage facility and pump station are operational, BPS 897 will be abandoned.
Total Construction Bid Amount is $19,100,000.
Scheduled Design Appropriation Year was 2009.
Scheduled Construction Appropriation Year was 2010.
Design is On-Going.
GNV31031158552.DOCX/103470004 5-50 JANUARY 2011
REV. 5

Mable
Sharon Hills
Cefalu
Junelise
Hooper Storage Tank Facility
") #I
New PS897
Marionette
Cedar Glen
Corlett
#
Hooper
#
BPS897
Mickens
Laredo
St Gabriel
Juarez
St Pius
Mc Clelland
Santa Cruz
Toria
San Juan
East Baton Rouge Parish
Legend
³
Existing
Exist. Gravity
Hooper Storage Facility
Exist. Forcemain
# Exist. Pump Station
!R
Project Vicinity Map
Figure 5-18
0 300 600
Feet
Proposed
#I
New Pump
Stations
New Gravity Main
New Force Main
Manholes\Nodes
") New Storage Facility
NFW-C-0004
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDATES-2010\CAPACITY\NORTH\NORTH MAPS\NFW-C-0004.MXD SGELPI 11/9/2010 09:45:53

SECTION 5. NORTH BASIN PROJECTS
5.4.12 Group Project 1A (Metro Airport Sewer Upgrades)
Project Description
Purpose of the Project / Project Background
The Group Project 1A (Metro Airport Sewer Upgrades) project involves the design and
construction of upgrades to the collection system in the North Forced West Basin and the
North Gravity Basin. This project includes upgrading portions of the gravity collection
system located in the areas served by PS 46, PS 55, PS 39, PS 52, PS47, PS 54, PS 24, and PS
43. The upgrades are designed to alleviate chronic SSOs in the collection system and at the
pump stations, as well as increase the system capacity. This project includes gravity sewers
from the following projects in the January 2008 PDP: NGS-C-0001 (Progress Road – Baton
Rouge Metro Airport), NFW-C-0005 (Airline Highway – Victoria Drive), and NFW-C-0006
(McClelland Drive). Some line segments, or portions of these projects, from the January 2008
PDP are being executed as part of the C-P Green Light Program Ford Street Project.
Location
This project involves the replacement of portions of the gravity collection system, which are
shown in Figure 5-19.
Gravity segment 054-00027 to 054-00001A begins at manhole 054-00027, located on Dutton
Street, south of the intersection of Dutton Street and Cannon street. From this point, the
gravity line travels south for approximately 1,200-feet to manhole 054-00009, located near
intersection of Dutton Street and Greenwell Street. At manhole 054-00009, the gravity line
turns east and follows Greenwell Street to manhole 054-00001A, which is adjacent to PS 54.
The inverts along this segment are approximately 10 feet to 15 feet deep.
Gravity segment 052-00700 to 052-00521 begins at manhole 052-00700, located on Greenwell
Street, and travels east along Greenwell Street to manhole 052-000710, located near the
intersection of Greenwell Street and Winchester Avenue. At manhole 054-00710, the gravity
line turns south and follows Winchester Avenue to the intersection of Winchester Avenue
and Hollywood Street. At this point, the gravity turns east and travels along Hollywood
Street for approximately 950 feet before joining a larger trunk line at manhole 052-00521.
The inverts along this segment are approximately 15 feet to 20 feet deep.
Gravity segment 024-00186 to 024-00011 begins at manhole 024-00186, which is located east
of the intersection of Plank Road and Lorraine Street. At this point, the gravity line travels
east along Lorraine Street for approximately 1,380 feet to manhole 024-000182, located near
Lorraine Street. At manhole 24-000182, the gravity line turns south and travels to manhole
024-00088 and then follows Wildwood Parkway for approximately 1,400 feet to manhole
024-00011. The inverts along this segment are approximately 15 feet to 20 feet deep.
Gravity segment 024-00192 to 024-00182 begins at manhole 024-00192 which is located west
of the intersection of Lorraine Street and Lemonwood Drive. At this point, the gravity line
travels west along Lorraine Street for approximately 850 feet to manhole 24-000182, located
near Lorraine Street. The inverts along this segment are approximately 15 feet to 20 feet
deep.
Gravity segment 039-00035 to PS 39 begins at manhole 039-00035 located near Phebus Drive.
From this point, the gravity line travels east for approximately 850 feet to manhole 039-
00008. At manhole 039-00008, the gravity line connects with a larger trunk line. The trunk
GNV31031158552.DOCX/103470004 5-52 JANUARY 2011
REV. 5

SECTION 5. NORTH BASIN PROJECTS
line runs south for approximately 2,600 feet to PS 39. The inverts along this segment are
approximately 10 feet to 15 feet deep.
Gravity segment 052-00214 to 052-00204 begins near the intersection of Videt Polk Drive and
Lanier Drive and travels south along Lanier Drive to the intersection of Lanier Drive and
Prescott Road.
Gravity segment 043-00095 to 043-00073 begins north of Interstate 110, near Baton Rouge
Avenue. The gravity line travels north along Baton Rouge Avenue to the intersection of
Baton Rouge Avenue and Hollywood Street.
Gravity segment 052-00882 to 052-00768 begins at manhole 052-00882 which is located at the
intersection of Plank Road and Crown Avenue. From this point, the gravity line travels east
along Crown Avenue approximately 1,100 feet to manhole 052-00451, located at the
intersection of Crown Avenue and Beachwood Drive. Gravity segment 052-00451 to PS 47
begins at manhole 052-00451, located at the intersection of Crown Avenue and Beachwood
Drive. From this point, the gravity line travels east until reaching 052-00583B located near
the intersection of Crown Avenue and Winchester Avenue. The gravity segment travels
south until reaching 052-00556JA, located near the intersection of Winchester Avenue and
Glenn Oaks Drive, continuing east until reaching 052-00556D. After leaving 052-00556D, the
gravity line travels south along McClelland Drive until reaching 052-00556DA, located at the
intersection of Crestway Avenue and McClelland Drive. The gravity line continues east
along Crestway Avenue until reaching 047-00008, located east of the Crestway Avenue and
Buckeye Drive intersection. The gravity segment travels south until reaching PS 47, located
near the intersection of Vineyard Drive and W Rio Drive.
Gravity segment 052-00583A to 052-00583B begins at manhole 052-00583A, located near
Monarch Avenue and Winchester Avenue intersection. The gravity line travels south until
reaching 052-00583B, located near the intersection of Crown Avenue and Winchester
Avenue.
Gravity segment 047-00014 to 047-00008 begins at manhole 047-00014, located near Glen
Oaks Drive and Buttonwood Drive intersection. The gravity line travels south until reaching
047-00008, located east of the Crestway Avenue and Buckeye Drive intersection.
Gravity segment PS92DS to 047-00003 begins at PS92DS, located north of Glen Oaks Drive
and Landis Drive intersection. The gravity line travels southwest until reaching 047-00556,
then travels south, crossing Glen Oaks Drive until reaching 047-00557. The gravity line
travels south until reaching Maplewood Drive and then travels northwest along
Maplewood Drive until reaching 047-00474, located near Maplewood Drive and Cedar
Grove Drive intersection. After leaving 047-00474, the gravity line travels southwest until
reaching 047-00472. The gravity segment travels west along the north side of the drainage
canal until reaching 047-00003.
Gravity segment 052-00144 to 052-00001 begins at 052-00144, located south of the Evangeline
Street and East Brookstown Drive intersection. The gravity line travels south down East
Brookstown Drive until reaching 052-00400. The gravity line continues east until reaching
052-00001.
Gravity segment PS 35 DS to PS 52 begins at PS35DS, located near Maplewood Drive and
Shiloh Street intersection. The gravity line travels southwest along the drainage canal until
reaching 052-00295 (PS47DS). The gravity line travels south, from 052-00295 until reaching
GNV31031158552.DOCX/103470004 5-53 JANUARY 2011
REV. 5

SECTION 5. NORTH BASIN PROJECTS
052-00269A located on Greenwell Street between its intersections with Landis Drive and
Loring Drive. The gravity line continues east on Greenwell Street for 268 ft until reaching
052-00280A and then continues south. The gravity segment continues to travel south along
Victoria Drive until reaching 052-00100, locates south of Victoria Drive and Prescott Road
intersection. The gravity line travels southwest, crossing Airline Highway and traveling
parallel to Bicentennial Place for 1,390 feet. The gravity line continues south until reaching
052-00006A and then travels west for 1600 feet until reaching 052-00001. The gravity
segments travels southwest until reaching PS52, located near the intersection of East
Brookstown Drive and Hendricks Avenue.
Gravity segment 052-00168 to 052-00161 begins at 052-00168, located at Prescott Road and
Maribel Drive intersection. The gravity line travels west until reaching 052-00161, located at
the intersection of Prescott Road and Victoria Drive.
Scope
The detailed scope of this project is shown in Table 5-17.
TABLE 5-17
Group Project 1A (Metro Airport Sewer Upgrades) – Pipeline Information
Existing
Diameter
(in)
Proposed
Diameter
(in)
US Node
DS Node
Length
(ft)
047-00428 047-00418 221 10 18
047-00418 047-00417 313 12 21
047-00417 047-00029 1602 12 18
047-00264 047-00043 507 8 15
054-00027 054-00026 246 8 18
054-00026 054-00009 966 15 21
054-00009 054-00008 233 15 24
054-00008 054-00006 530 15 24
054-00006 054-00001A 177 15 24
054-00001A PS54 77 15 24
052-00755 052-00521 499 18 27
052-00745 052-00755 235 18 27
052-00716 052-00745 816 18 27
052-00710 052-00716 289 18 27
052-00700 052-00710 1277 18 27
024-00192 024-00182 673 8 21
024-00186 024-00182 1373 10 21
024-00182 024-00110 323 15 21
024-00110 024-00101 301 15 21
024-00101 024-00088 332 18 21
024-00088 024-00067 349 18 24
024-00067 024-00064 365 18 27
024-00064 024-00030 338 21 27
024-00030 024-00011 347 21 27
052-00214 052-00209 1173 12 15
GNV31031158552.DOCX/103470004 5-54 JANUARY 2011
REV. 5

SECTION 5. NORTH BASIN PROJECTS
TABLE 5-17
Group Project 1A (Metro Airport Sewer Upgrades) – Pipeline Information
US Node
DS Node
Length
(ft)
Existing
Diameter
(in)
Proposed
Diameter
(in)
052-00209 052-00205 586 12 18
052-00205 052-00204 301 15 18
039-00035 039-00008 847 10 15
039-00008 039-00007 299 10 18
039-00007 039-00006 268 10 18
039-00006 039-00003 1436 10 21
039-00003 PS39 599 12 21
043-00095 043-00093 357 15 24
043-00093 043-00085 1198 15 24
043-00085 043-00076 1311 15 24
043-00076 043-00075 339 15 24
043-00075 043-00073 315 15 24
PS 23DS 043-00135 451 12 15
052-00014 052-00012 754 15 18
052-00882 052-00880 416 8 12
052-00880 052-00792 298 8 12
052-00792 052-00451 438 8 12
052-00451 052-00768 455 8 12
052-00583B 052-00556JA 1329 New 18
052-00556JA 052-00556D 990 15 21
052-00556DA 047-00192 1680 New 30
052-00556D 052-00556DA 342 18 30
052-00451 052-00583B 1627 New 12
047-00192 047-00191 320 8 30
047-00191 047-00009 375 8 30
047-00009 047-00008 257 10 30
047-00008 047-00005 896 24 36
047-00005 047-00004 352 24 36
047-00004 047-00003 154 24 42
047-00003 PS47 209 24 42
052-00583A 052-00583B 496 New 18
047-00014 047-00012 146 24 36
047-00012 047-00011 243 24 36
047-00011 047-00008 273 24 36
PS92DS 047-00556 129 8 12
047-00557 047-00474 1957 8 18
047-00556 047-00557 135 8 15
047-00474 047-00472 150 8 18
047-00472 047-00466 785 New 18
GNV31031158552.DOCX/103470004 5-55 JANUARY 2011
REV. 5

SECTION 5. NORTH BASIN PROJECTS
TABLE 5-17
Group Project 1A (Metro Airport Sewer Upgrades) – Pipeline Information
US Node
DS Node
Length
(ft)
Existing
Diameter
(in)
Proposed
Diameter
(in)
047-00466 047-00003 764 New 18
052-00400 052-00001 105 36 42
052-00152A 052-00152 118 30 42
052-00152 052-00115 959 30 42
052-00144 052-00143 306 30 42
052-00143 052-00152A 441 30 42
052-00115 052-00113 700 30 42
052-00113 052-00107 311 30 42
052-00107 052-00106 261 30 42
052-00106 052-00400 98 36 42
PS35DS 052-00299 27 8 15
052-00299 052-00295
634 8 21
(PS47DS)
052-00295 052-00292 262.4 8 42
(PS47DS)
052-00292 052-00284 469 8 42
052-00284 052-00280 414 8 42
052-00280A 052-00245 2007 New 42
052-00280 052-00280A 268 New 42
052-00245 052-00240 1452 30 48
052-00240 052-00239 361 30 48
052-00239 052-00163 399 30 48
052-00163 052-00161 404 30 48
052-00161 052-00105 290 30 48
052-00105 052-00100 367 30 48
052-00100 052-00067B 675 New 48
052-00067B 052-00006A 1253 New 48
052-00006A 052-00004 483 36 54
052-00004 052-00003 435 36 54
052-00003 052-00001 712 36 54
052-00001 PS52 69 48 66
052-00168 052-00161 1673 24 36
Note The existing pipe sizes and all pipe lengths were obtained from the BTRSSO hydraulic model.
Total Construction Bid Amount is $26,800,000.
Scheduled Design Appropriation Year was 2008.
Scheduled Construction Appropriation Year was 2010.
Design is On-Going.
GNV31031158552.DOCX/103470004 5-56 JANUARY 2011
REV. 5

#
PS244
#
PS179
PS429
#
#
St Gabriel
#
BPS897
PS432
#
PS433
#
PS313
PSPRVT
#
#
PS341
Rosewood
#
#
047-00003 !R
PS47 PS35 PS35DS
054-00027
#
!R!R #
#
#
#
!R
!R
!R !R
PS122
054-00026
!R
047-00004
052-00299
PS43
PS78
047-00472
!R #
Comish
054-00008 054-00009
PS26
052-00268
#
!R!R !R!R
# !R
!R
!R!R
!R
039-00008
052-00521
054-00006 052-00710
!R!R !R
!R !R
!R
043-00075
052-00280 039-00035 !R
!R 052-00755
!R #
!R
043-00073
052-00745
024-00186
052-00245
!R !R !R
!R !R
!R !R!R !R 043-00076 024-00101
052-00214 PS39
024-00088
052-00144
#
!R
043-00085
!R
!R
024-00064
!R
052-00240 PS39
EOPP 024-00030
#
!R
052-00152 !R
!R
!R
!R 024-00011
!R!R
!R
!R
043-00095
052-00163
!R !R #
!R
052-00168
052-00115
!R
043-00093
PS24
PS24A
052-00105
!R
!R!R !R !R
Lynn
052-00100
!R
!R
052-00106
# PS55
Eaton
!R PS52
!R!R !R!R
# !R!R
#
PS75
PS23
East Baton Rouge Parish
Yancy
Merle Gustafson
052-00451
!R!R!R!R !R
052-00792
Delaware
Carleton
Beechwood
#
PS20
Harelson
052-00768
052-00556D
#
047-00417
PS84
PS71
!R
Dougherty
Voss
Bahm
Jewel
!R !R
047-00008
#
!R
047-00428
047-00418
Garnet
Topaz
Sobers
!R!R
!R
052-00003
PS49
!R
!R
047-00029
047-00011
!R!R
047-00012
Lambert
Anita
Anita
Anita
047-00043
052-00004
#
Baja
#
Sutton
PS92DS
PS272
PS92
Palomar
Maribel
Beaumont
Dallas
Gerlando
PS277
039-00006
039-00003
052-00204
052-00205
Greenway
#
Legend
Metro Airport Area
Proposed
Existing
³
Sewer Upgrades
New Pump
Exist. Gravity
#I Stations
Exist. Forcemain
Group Project 1A
New Gravity Main
# Exist. Pump Station
New Force Main
!R Manholes\Nodes
Project Vicinity Map
") New Storage Facility Figure 5-19
0 2,950
5,900
Feet
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDATES-2010\C APACITY\GROUP_PROJECTS1AB\GROUP_PROJECT1_A.MXD_mpj121610
Bern
#

SECTION 5. NORTH BASIN PROJECTS
5.4.13 Group Project 1B (Metro Airport Sewer Area Pump Station and Forcemain
Upgrades)
Project Description
Purpose of the Project/Background Information
Group Project 1B (Metro Airport Sewer Area Pump Station and Forcemain Upgrades) is a
combination of two individual projects identified in the January 2008 PDP, specifically the
NFW-C-0008 (Multiple Pump Stations – Airline Highway – Greenwell Street) and portions
of NFW-C-0005 (Airline Highway – Victoria Drive). The combined project has been
designated Group Project 1B (Metro Airport Sewer Area Pump Station and Forcemain
Upgrades) project and is described in this section.
This project includes the upgrades of forcemain segments and pump stations in the North
Gravity and North Forced West Basins. The Group Project 1B consists of the replacement of
nine pump stations, replacement of 8,000 linear feet of 8 to 15-inch sanitary sewer forcemain
pipeline, and 26,060 linear feet of new 30 sanitary sewer forcemain.
The pump station and forcemain upgrades will work in conjunction with the Group Project
1A gravity sewer upgrades in the North Gravity and North Forced West Basin projects to
alleviate chronic sanitary sewer overflows (SSOs) at the pump stations and in the gravity
basins upstream of the pump stations.
Location
The locations of the pump stations are given in Table 5-18 and shown in Figure 5-20.
Group Project 1B is primarily located in the north Baton Rouge area. Detailed location
descriptions of the required capacity improvements follow.
Forcemain segment PS45FM to North WWTP begins at PS 45 located near Clark Street and
Granberry Drive. Upon leaving the pump station, the forcemain travel west and then south,
traveling south down Devall Lane. After reaching Devall Lane and Blount Road, the
forcemain travels west until reaching Liberty Drive. The forcemain travels south until the
end of Liberty Drive and travels southwest near the airport runway until reaching Progress
Road. The forcemain travels west down Progress Road until reaching intersection with Elm
Grove Garden Drive. The forcemain travels south down Elm Grove Garden Drive. The
forcmain turns west near I-110 and travels west down Central Road. The forcemain travels
southwest down Scotland Avenue and then travels west until reaching Mills Avenue. The
forcemain continues west along Mills Avenue until reaching North WWTP.
Forcemain segment PS277FM to NS6438 begins near PS 277 located at the end of Wright
Drive. The forcemain travels north, parallel to Wright Drive until reaching NS6438, located
on Mickens Road.
Forcemain segment PS275FM to NS6140AA (new node) begins at PS275, located at Glynn
Road and Old Rafe Meyer Road. Upon leaving the pump station, the forcemain travels west
along Old Rafe Meyer Road to a new node, NS6140AA, located at the intersection of Old
Rafe Meyer Road and Highway 61.
Forcemain segment PS54FM to PS54DS begins at PS 54, located at Greenwell Street and
Robertson Avenue. The forcemain travels north until reaching PS54DS.
GNV31031158552.DOCX/103470004 5-58 JANUARY 2011
REV. 5

SECTION 5. NORTH BASIN PROJECTS
Forcemain segment PS 47FM to PS 47DS begins at PS 47, located on Vineyard Drive between
Grand Drive and West Rio Drive, travels northeast towards Maplewood Drive. The
forcemain segment then travels east and then southeast until reaching PS47DS located near
W Fairlane Court.
Forcemain segment PS35FM to PS35DS begins at PS 35, located on Maplewood Drive
between East Fairlane Court and Flag Street. The forcemain segment travels southwest until
reaching PS 35DS, located near the intersection of Maplewood Drive and Shiloh Street.
Forcemain segment PS39FM to PS39DS starts at PS 35, located on Lanier Drive between
Hanks Drive and Prescott Drive, and follows Lanier Drive south for approximately 35 feet
to manhole PS39DS.
Scope
This project includes the replacement of PS 45, PS47, PS 35, PS 39, PS 54, PS 23, PS 275, and
PS 277. This project also includes the replacement of the forcemains PS277, PS 275, PS 54, PS
47, PS 35, PS 39 and an extension of PS45 forcemain. Tables 5-18 and 5-19 show the detailed
scope of this project.
TABLE 5-18
Group Project 1B (Metro Airport Sewer Area Pump Station and Forcemain Upgrades) – Pump Station Information
PS No.
Location
Existing Max
Capacity
(GPM)
Future Peak
Wet Weather Flow
(GPM)
Dry
Weather
(GPM)
Comments
PS45
PS47
PS35
PS39
PS54
PS23
Near intersection of 72nd Avenue
and Yorkshire Street
Vineyard Drive between Grand
Drive and West Rio Drive
Maplewood Drive between East
Fairlane Court and Flag Street
Lanier Drive between Hanks Drive
and Prescott Drive
Greenwell Street between North
Foster Drive and Beechwood
Drive
Canonicus Street between
Calumet Street and Navajo Street
9,652 16,558 1,917 Moved from
NGS-C-
0004
7,152 13,698 1,202
694 1,687 323
625 2,083 256
1,042 3,715 201
1,528 1,590 418
PS275
Intersection of Old Rafe Meyer
Road and Glynn Road
694 1,574 0
PS277 End of Wright Drive 208 661 134
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 5-59 JANUARY 2011
REV. 5

SECTION 5. NORTH BASIN PROJECTS
TABLE 5-19
Group Project 1B (Metro Airport Area Forcemain Upgrades) – Forcemain Information
US
DS
Length
(ft)
Existing
(in)
Proposed
(in)
PS45FM North WWTP 23,256 New 30
PS277FM NS6438 3,124 6 8
PS55FM PS55DS 1,100 8 10
PS275FM NS6140AA (new node) 3,400 8 & 10 12
PS54FM PS54DS 60 8 15
PS47FM PS47DS 2,803 16 30
PS35FM PS35DS 240 6 8
PS39FM PS39DS 35 8 10
Note: The existing pipe sizes and all pipe lengths were obtained from the BTRSSO hydraulic model.
Total Construction Bid Amount is$19,300,000.
Scheduled Design Appropriation Year was 2008
Scheduled Construction Appropriation Year was 2010.
Design is On-Going.
GNV31031158552.DOCX/103470004 5-60 JANUARY 2011
REV. 5

NS6145A
!R
#I !R
PS275FM
PS275
#I
PS45
3Q
North WWTP
!R
Vet Mem PS DS
PS23
#I
PS54FM
PS54
PS35
!R
#I #I #I
PS47
#I !R
!R!R
#I !R
PS54DS
PS39DS
NS6438
PS277FM
PS277
PS39
East Baton Rouge Parish
Legend
Metro Airport Area Sewer Pump Station
Proposed
Existing
³
and Forcemain Upgrades
New Pump
Exist. Gravity
#I Stations
Exist. Forcemain
Group Project 1B
New Gravity Main
# Exist. Pump Station
New Force Main
!R Manholes\Nodes
Project Vicinity Map
") New Storage Facility Figure 5-20
0 5,000
10,000
Feet
\\JAZZ\PROJ\BTR_SSO_350589\MAPFILES\PDP_UPDATES\CAPACITY\GROUP_PROJECTS1AB\GROUP_PROJECT1_B.MXD GBOQUIN 10/21/2009 11:20:56

SECTION 5. NORTH BASIN PROJECTS
5.4.14 NFW-C-0007 (Plank Road – Port Hudson Pride Road Sewer Area Upgrades)
Project Description
Purpose of the Project / Background Information
The NFW-C-0007 (Plank Road – Port Hudson Pride Road Sewer Area Upgrades) project
involves the design and construction of forcemain upgrades in the North Forced West Basin.
The upgrades are designed to alleviate chronic SSOs at the pump stations and increase the
forcemain capacity.
Location
This project involves the replacement of portions of the North Forced West manifold
forcemain system and locations are shown in Figure 5-21.
Forcemain segment BPS 513 to NS 6087 starts outside the property boundary of BPS 513.
Upon leaving the pump station, the forcemain travels east for approximately 400 feet along
Bentley Drive to the intersection of Bentley Drive and Plank Road At Plank Road, the
forcemain turns southwest and follows the road for approximately 1,800 feet to node NS
6087, located near the intersection of Plank Road and Kent Drive.
Forcemain segment PS 371 to NS 6049 starts outside the property boundary of PS371. Upon
leaving the pump station, the forcemain travels north for approximately 50 feet west before
reaching Danielle Avenue. At Danielle Avenue, the forcemain turns west and follows the
road for approximately 1,000 feet to the intersection of Danielle Avenue and Eric Drive. At
Eric Drive, the forcemain turns northward and follows the road for approximate 50 feet to
the intersection of Eric Drive and an existing servitude. At this point the forcemain travels
west for approximately 500 feet to manhole NS6049, located on the west side of Plank Road,
and manifolds into the larger forcemain, which runs along Plank Road.
Forcemain segment PS OXLF to NS 6037 starts at PS OXLF, located near the intersection of
Hereford Avenue and Little Farms Drive, and travels east along a servitude to node NS6307,
which is located on Plank Road.
Forcemain segment PS 123 to NS 6033 starts outside the property boundary of PS 123. Upon
leaving the PS, the forcemain travels west for approximately 50 feet before reaching Tucker
Road. At Tucker Road, the forcemain turns north and follows the road for approximately
5,600 feet to node NS6033, located near the intersection of Tucker Road and Zachary
Deerford Road.
Forcemain segment PS 124 to NS 6025 starts outside the property boundary of PS 124. Upon
leaving PS 124, the forcemain travels south for approximately 50 feet before reaching Port
Hudson Pride Road. At Port Hudson Pride Road, the forcemain turns east and follows the
roadway for approximately 6,600 feet to node NS 6015, which is located south of the
intersection of Port Hudson Pride Road and WJ Wicker Road. At WJ Wicker Road the
forcemain turns southeast and follows the roadway for approximately 8,500 feet to node
NS6022, located near the intersection of WJ Wicker Road and Plank Road. At node NS 6022,
the forcemain turns south and follows Plank Road to node NS 6025, located near the
intersection of Plank Road and Main Street/Zachary Deerford Road.
Forcemain segment PS 320 to NS 6035 begins outside the property boundary of PS 320.
Upon leaving PS 320, the forcemain travels west for approximately 50 feet before reaching
Buckhorn Drive. At Buckhorn Drive forcemain turns south and follows the roadway for
approximately 1,600 feet as Buckhorn Drive turns to the west and intersects with Deercreek
GNV31031158552.DOCX/103470004 5-62 JANUARY 2011
REV. 5

SECTION 5. NORTH BASIN PROJECTS
Drive. At Deercreek Drive, the forcemain turns south and follows roadway for
approximately 1,000 feet to the intersection of Deercreek Drive and Greenwell Spring Point
Road. At Greenwell Spring Point Road the forcemain turns west and follows the road for
approximately 2,000 feet to manhole NS 6035, located near the intersection of Tucker Road
and Greenwell Spring Point Road.
Forcemain segment PS 243FM to NS6140 starts at PS 243, located at the northern end of
Northgate Drive, and travels south along Northgate Drive to node NS6140, located at the
intersection of Northgate Drive and Old Rafe Meyer Road. This forcemain will tie into the
forcemain from PS 275, which is part of Group Project 1B (Metro Airport Area Sewer Pump
Station and Forcemain Upgrades).
Scope
The detailed scope of this project, which includes construction of forcemains in the North
Forced West Basin, is shown in Table 5-20.
TABLE 5-20
NFW-C-0007 (Plank Road – Port Hudson Pride Road Sewer Area Upgrades) – Pipeline
Information
US Node
DS Node
Length
(ft)
Existing
Diameter
(in)
Proposed
Diameter
(in)
BPS 513 NS6087 2,500 18 20
PS 371 NS6049 1,600 4 6
PS OXLF NS6037 1,500 6 10
PS123 NS6033 3,000 6 8
PS124 NS6011 30 6 8
NS6011 NS6022 15,000 10 12
NS6022 NS6025 5,800 10 14
PS320FM NS6035 3,000 6 8
PS243FM NS6140 3,340 8 12
Note: The existing pipe sizes and lengths were obtained from the BTRSSO hydraulic model.
Total Construction Bid Amount is $4,800,000.
Scheduled Design Appropriation Year is 2011.
Scheduled Construction Appropriation Year is 2013.
Design and Construction have Not Started.
GNV31031158552.DOCX/103470004 5-63 JANUARY 2011
REV. 5

#
PRIVATETMT
#
Port Hudson-Pride
!R #
PS124
NS6011
Jackson
Samuels
Irene
Barnett
Samuels
East Baton Rouge Parish
PS452 !R
#
NS6022 #
#
NS6025 PS320FM
PS430
!R !R #
#
PSOXLF NS6033
## !R !R !R !R NS6035
#
NS6037
#
PS361
#
PS123
NS6049 PS371
!R #
!R !R #
#
PS205 #
PS318
#
PS65A
PS14
#
#
#
PS513 Dyer
!R #
NS6087
!R
#
PS243FM #
#
#
#
PS312 PS105
!R
#
#
# # # #
!R NS6145A
!R
PS268 PS242
# #
#
#
PS109
PS125#
#
# # PS240
# #
#
NS6204
!R # #
# # PS176# # #
#
PS210 # #
#
# #
PS86
##
# PS79 #
#
# #
#
PS46
#
#
#
PS230
PS244 # #
#
#
#
# #
#
PS231
#
##
# PS313 PS341
PSPRVT BPS511 PS196
#
#
#
#
# # #
PSSU2
PSSU1
#
#
#§¨¦ I-110
#
# # #
PS47FM PS35FM PS453
#
#
# #
# # #
PS195 PS138 PS113
!R !R!R
#
# #
PS39DS
# # PS39FM
PS11 # PS454
#
#
#
!R!R
# #
# # #
#
#
# # # #
# # PS18
#
#
# #
#
#
#
# PS16 PS190 PS293
PS289
PS1012
# #
#
# PS169
#
#
# #
# #
#
# #
# #
Legend
# # #
Proposed
Existing
Plank Rd. - Port Hudson Pride Rd.
#I
³
New Pump
Exist. Gravity
Stations
NFW-C-0007
Exist. Forcemain
New Gravity Main
# Exist. Pump Station
New Force Main
Project Vicinity Map
!R Manholes\Nodes
") New Storage Facility Figure 5-21
Barnett
Carney
NS6140
Flonacher
Groom
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Rollins
Gsu
Scenic
72nd
0 1
2
Miles
Plank
Tucker
Milldale
Core
Peairs
Joor
Joor

SECTION 5. NORTH BASIN PROJECTS
5.4.15 NFW-C-0009 (Multiple Pump Stations – Highway 61 – Plank Road)
Project Description
Purpose of the Project / Project Background
Project NFW-C-0009 (Multiple Pump Stations – Highway 61 – Plank Road) includes the
upgrade of PS 243, PS 105, BPS 513, PS OXLF, PS 123, PS 124, PS 429, and PS 43. These
upgrades are required to alleviate SSOs at and near the pump stations as well as in their
respective upstream basins.
Location
The locations of the pump stations are given in Table 5-21 and is shown in Figure 5-22.
Scope
This project includes the replacement of the pump stations shown in Table 5-21. BPS 513 is
being replaced so that it becomes a wet well pump station, rather than an in-line booster
station.
TABLE 5-21
NFW-C-0009 (Multiple Pump Stations – Highway 61 – Plank Road) – Pump Station Information
PS No.
Location
Existing Max
Capacity
(GPM)
Future Peak Wet
Weather Flow
(GPM)
Dry
Weather
(GPM)
PS 243 Northgate Drive 625 1,145 184
PS 105 Jupiter Drive off Roman Drive 833 833 94
BPS 513 Bentley Drive off Plank Road 7,430 3,125 235
PS OXLF
Int of Little Farms Drive and
Jersey Drive
Not Available 1,416 112
PS 123 Arleen Ave 139 403 31
PS 124
Int of Hudson Pride Road and
Hagen Drive
208 1,055 120
PS 429 Hooper Ridge Blvd Not Available 412 22
PS 43 Int of Ralph Street and Shada Ave 7,083 9,841 1,937
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.
Total Construction Bid Amount is $6,000,000.
Scheduled Design Appropriation Year is 2011.
Scheduled Construction Appropriation Year is 2013.
Design and Construction have Not Started.
GNV31031158552.DOCX/103470004 5-65 JANUARY 2011
REV. 5

Burrel
#
PRIVATETMT
PS357
#
Port Hudson-Pride
#I
#
PS124
PS124
#
Tucker
Jackson
Rollins
McHost
Irene
Flonacher
Samuels
Barnett
Barnett
Zimmerman
Carney
East Baton Rouge Parish
#
# PS452
#
PS430
PSOXLF #
#
#I
PS320
## PSOXLF
PS361
#
#
PS123
#
#I
PS123
PS371 #
#
PS205
#
#
PS318
#
PS65A
PS14
#
#
BPS513
#
#I
#
BPS513 PS105
PS243
#
#I
PS243 #
#
PS312 PS105
# PS275
# #
#I
#
# # # #
PS268 PS129
# #
#
#
PS109
PS125#
#
# #
PS240
# #
PS176
#
PRIVATEPS # # PS45 # # # # #
#
# #
#
# #
PS86
##
#
PS79
#
#
# #
#
PS46
PS179
PS230
#
#
#
PS255
BPS897 PS429 # # #
#
# #
#I#I
#
PS231
#
#
##
#
PS313 PS341
PS196
#
#
#
#
#
# # #
PSSU2
PSSU1
#
#
#
PS43 #
# # #
#I
PS453
PS138
#
#
# #
#
PS113
# #
PS195
#
# #
# # PS11 # PS288
#
#
# #
# # #
Legend
#
# #
Proposed
#
Existing
Multiple PS - HWY 61 - Plank Rd.
#I
³
New Pump
Exist. Gravity
Stations
NFW-C-0009
Exist. Forcemain
New Gravity Main
# Exist. Pump Station
New Force Main
Project Vicinity Map
!R Manholes\Nodes
") New Storage Facility Figure 5-22
#I
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McHugh
0 1
2
Miles
Main
Pettit
Comite
Dyer
Blackwater
Core
Neff
Peairs
Joor
Joor
Milldale
Dorset

SECTION 5. NORTH BASIN PROJECTS
5.4.16 NFW-C-0010 (Multiple Pump Stations – Prescott Road – Greenwell Springs
Road)
Project Description
Purpose of the Project / Project Background
The NFW-C-0010 (Multiple Pump Stations – Prescott Road – Greenwell Springs Road)
project includes the upgrade of PS 24, PS 24A, PS 503, PS 119N, and PS 183. These upgrades
are required to alleviate SSOs at and near the pump stations as well as in their respective
upstream basins.
Location
The locations of the pump stations are shown in Table 5-22 and in Figure 5-23.
Scope
This project includes the replacement of pump stations as outlined in Table 5-22.
TABLE 5-22
NFW-C-0010 (Multiple Pump Stations – Prescott Road – Greenwell Springs Road) – Pump Station Information
PS No.
Location
Existing Max
Capacity
(GPM)
Future Peak Wet
Weather Flow
(GPM)
Dry
Weather
(GPM)
PS 24
PS 24A
PS 503
PS 119N
PS 183
Sherwood Street between Wildwood
Parkway and Lemonwood Drive
Sherwood Street between Wildwood
Parkway and Lemonwood Drive
Greenwell Springs Road between the
intersection of Aletha Drive and Pasadena
Drive
Sarasota Drive between Biscayne Drive and
Flamingo Drive
Canterbury Drive between the intersection of
Greenforest Drive and Monticello Blvd
4,028 3,867 1,733
5,902 3,692 165
2,847 4,095 736
417 968 108
1,528 2,204 443
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.
Total Construction Bid Amount is $4,800,000.
Scheduled Design Appropriation Year is 2011.
Scheduled Construction Appropriation Year is 2012.
Design and Construction have Not Started.
GNV31031158552.DOCX/103470004 5-67 JANUARY 2011
REV. 5

Foster
Cora
#
#
Yancy
#
PS78
#
#
PS127
#
#
72nd
#
#
#I#I
#
#
#
#
PS45
PS126
#
#
#
#
#
PS179
PS24A PS24
North
East Baton Rouge Parish
44th
#
#
#
PS49
PS79
PS52A
#
#
#
#
#
#
#
#
#
PS52
#
PS432
PS76
Prescott
Renoir
Lobdell
#
#
PS150
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#
# # #
PS246
#
#
#
#
#
#
PS313 PS341
# #
#
#I
PS11
#
#
#
Choctaw
Legend
³
PS55
Tom
Wooddale
PS94
Goodwood
#
#
#
PS83
#
PS255
PS130
#
PS453
#
#
PS277
PS98
BPS511
#
PS144
#
#
#
#
# #
PS222
#
Smith
PS196
# #
#
#
#
#
#
#I
PS281
PS81
PS86
PS288
#
##
#
#
#
#
# PS190
PS16
#
#
PS176
BPS503
#
PS284
Joor
PS418
#
#
PS195
BPS503
Sharp
#
PS202
#
#
#
#
# #
#I
#I
#
#
# #
PS293
PS359
#
#
PS50
PS406
#
#
PS231
#
PS230
#
PS113
PS183
PS119N
Archery
Multiple PS - Prescott Rd. -
Proposed
Existing
Greenwell Springs Rd.
New Pump
Exist. Gravity
#I Stations
Exist. Forcemain
NFW-C-0010
New Gravity Main
# Exist. Pump Station
New Force Main
!R Manholes\Nodes
Project Vicinity Map
") New Storage Facility
0 0.5 1
Mile
Figure 5-23
PS169
#
#
# #
#
#
#
#

SECTION 5. NORTH BASIN PROJECTS
5.4.17 NFW-HWY61 (Zachary Area Transmission Network Improvement Project –
Phases I, II, III, and IV)
Project Description
Purpose of the Project / Project Background
The purpose of the NFW-C-HWY61 (Zachary Area Transmission Network Improvements)
project is to address inadequate capacity in the Baker/Zachary contributing area and to
divert flow from the Zachary contributing area around the Comite Diversion Canal to the
North WWTP. This project also includes conversion of the Red Mud Lakes facility into a
permanent storage facility, which will reduce the peak flows to the North WWTP from the
Zachary area.
Scope
The NFW-C-HWY61 project consists of construction of pump stations, forcemains, and an
equalization basin/storage facility to serve the Zachary area north of the Comite Diversion
Canal. The project will re-route Zachary flows directly to the NWWTP, freeing up currently
utilized capacity in the Baker system. The forcemains, shown in Figure 5-24, begin at the
northern border of East Baton Rouge Parish and follow Highway 964 southward to its
intersection with the Entergy transmission main right-of-way. This forcemain will increase
in size as it runs southward, from a 16-inch to a 30-inch, since it will receive flow from this
area as it develops. The existing Copper Mill pump station (PS 430) will pump through its
existing 16-inch forcemain to the Hwy 964 PS located at the intersection of the Entergy rightof-way
and Highway 964. A new pump station (Old Baker Road PS), located north of the
intersection of Old Baker Road with the Entergy right-of-way, will capture all sewage from
the Old Baker Road gravity main and pump through a 24-inch forcemain westward to
Highway 964. The Hwy 964 PS will collect the flow from the 30-inch forcemain from the
north, the existing 16-inch Copper Mill forcemain, and the new 24-inch Old Baker Road
forcemain. This pump station will pump through a 48-inch forcemain westward along the
Entergy right-of-way. The 48-inch forcemain will then follow Barnett Road, and cross
Highway 61, to the Red Mud Lakes Equalization Facility.
The 20 million gallon (MG) equalization facility will be built inside the existing Red Mud
Lakes facility that the C-P purchased from Kaiser Aluminum in 2004. The equalization basin
will be utilized for storage during wet weather when flows in the forcemain exceed 20 mgd. A
pump station with a capacity of 20 MGD, constructed on the Red Mud Lakes site, will pump
the flow from the equalization facility to the North WWTP through a 30-inch forcemain that
travels southeasterly along an existing servitude that is located to the west of Highway 61.
Table 5-23 below shows the capacities of each of the pump stations. Table 5-24 shows the
sizes and lengths of the forcemains.
TABLE 5-23
NFW-C-HWY61 (Zachary Area Transmission Network Improvement Project) – Pump Station Information
Existing Max
Capacity
PS No.
Location
(GPM)
Old Baker West of the intersection of Plank Road with Entergy
New 10,188
Road PS Right-of-Way
Hwy 964 PS Intersection of Highway 964 and Entergy Right-of-Way New 27,257
New 13,899
Red Mud
Lakes PS
Red Mud Lakes Equalization Facility, near East Baton
Rouge Parish Landfill
Future Peak Wet
Weather Flow
(GPM)
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 5-69 JANUARY 2011
REV. 5

SECTION 5. NORTH BASIN PROJECTS
TABLE 5-24
NFW-C-HWY61 (Zachary Area Transmission Network Improvement Project) - Forcemains
US Node
DS Node
Length
(ft)
Existing
Diameter
(in)
Proposed
Diameter
(in)
Old Baker PS Hwy 964 PS 10,500 New 24
Northern Parish
Boundary
Northern Parish
Boundary
Northern Parish
Boundary
Northern Parish
Boundary
Hwy 964 PS 3,100 New 16
Hwy 964 PS 8,850 New 20
Hwy 964 PS 2,000 New 24
Hwy 964 PS 11,630 New 30
Hwy 964 PS
Red Mud Lakes
EQ Facility
33,900 New 48
Red Mud Lakes
EQ Facility
North WWTP 32,750 New 30
Note: The pipe sizes and pipe lengths were obtained from the BTRSSO hydraulic model.
The project was separated into four (4) construction contracts for ease of management and
execution, as follows:
ZATNIP Phase I - 3 Pump Station Sites and Equalization Basin - 3 pump stations, 14 to
40 MGD and a 20 MG Equalization Basin
ZATNIP Phase II - Red Mud Lakes Force Main to NWWTP - 31,000 l.f. 30” to 42”
ZATNIP Phase III - Force Main from Highway 964 to the Red Mud Lakes - 32,000 l.f. 48”
to 66”
ZATNIP Phase IV – Zachary Interceptor, Old Baker Road and Highway 964 Force Mains
- 42,500 l.f. 14” to 36”
Total Construction Bid Amount $58,600,000.
Scheduled Design Appropriation Year is 2008.
Scheduled Construction Appropriation Year was 2010.
Phases I, III, and IV are Under Construction. Phase II Design is On-Going.
GNV31031158552.DOCX/103470004 5-70 JANUARY 2011
REV. 5

Charlton
Adams
Safer
Jacock
Portwood
PS357
#
Vernon
Sutter
#
PRIVATETMT
Ligon
Port Hudson-Pride
#
PS124
J Wicker
Rollins
Port Hickey
State Route 3113
Mount Pleasant Zachary
East Baton Rouge Parish
Irene
Samuels
Flonacher
")
Barnett
Irene
#
#
#
#I #I
#
PS361
# #
Old Baker Rd PS
Hwy 964 PS
#
Red Mud Lakes Storage Facility 20 MG
Samuels
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PRIVATETMT
Carney
Zimmerman
PS46
PS243
#
#
#
#
PRIVATEPS
I
Hovey
H
Leland
PS430
#
PS205
PS65A
#
#
#
§¨¦ I-110
#
PS210
#
PS109
#
PS14
PS45
#
#
# #
# #
#
# #
PS268 PS129
#
#
#
#
PS126
PS179
Main
Rolling Acres
#
BPS513
PS240
#
PS79
PSLF2
Plank
#
#
##
Dyer
#
#
#
PS452
#
PS312 PS105
#
#
PS432
# # #
#
# #
PS313 PS341
#
# # #
Legend #
#
Proposed
Zachary Area Transmission Network
Existing
#I
³
Improvement Project
New Pump
Exist. Gravity
Stations
Exist. Forcemain
NFW-C-HWY61
New Gravity Main
# Exist. Pump Station
New Force Main
!R Manholes\Nodes
Project Vicinity Map
") New Storage Facility Figure 5-24
0 1
2
Miles
Pettit
#
#

SECTION 5. NORTH BASIN PROJECTS
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GNV31031158552.DOCX/103470004 5-72 JANUARY 2011
REV. 5

SECTION 5. NORTH BASIN PROJECTS
5.5 North WWTP Master Plan Improvements
5.5.1 Background
Capacity improvements are not required at the North WWTP, so there are no wet weather
projects at the North WWTP. However, the treatment plant is more than 30 years old, so
several improvements are needed to keep the plant running for years to come. The Draft
Master Plan (CH2M HILL, 2008) outlined the needed improvements in two priorities:
Priority One and Priority Two.
5.5.2 Priority One Improvements
Priority One improvements are urgent needs, which include health and safety, code
compliance, and regulatory compliance. Health and safety needs include improvements that
are required to mitigate endangerment to human health and safety, such as chlorine gas
storage, missing/damaged handrails, and equipment in deteriorated conditions. Code
compliance needs include improvements that are required to meet building codes, such as
those outlined in the Master Plan – Wastewater Treatment Plant Building Condition Assessment
TM ( refer to Draft Master Plan; CH2M HILL, 2008). Regulatory compliance issues include
improvements that are required to meet regulations, such as discharge limits. No additional
facilities are needed at the North WWTP for regulatory compliance.
The improvements included in Priority One include building improvements, equipment
improvements, alternate disinfection, and standby power.
Building Improvements
The Master Plan – Wastewater Treatment Plant Building Condition Assessment TM
(CH2M HILL, 2008) recommends improvements to be made to at the buildings that are
located at the North WWTP. The Draft Master Plan recommends that the following building
components be repaired or replaced:
Metal windows
Roofing
Damaged walls and floors
Ventilation systems
Improvements Due to Equipment Condition
The Master Plan – Existing Wastewater Treatment Plant Descriptions and Infrastructure Condition
Assessment (CH2M HILL, 2008) recommends the following modifications at the North
WWTP due to the condition assessment for priority one.
Process Equipment – 71 mechanical/electrical items to be replaced
Handrail replacement/reconditioning
Alternate Disinfection
The C-P currently utilizes gaseous chlorine for wastewater disinfection, which poses a
significant health and safety hazard for plant staff and the surrounding community.
Therefore, the Draft Master Plan (CH2M HILL, 2008) recommends that gas chlorine
disinfection be abandoned at the North WWTP for a less hazardous alternative. A
disinfection technology alternative analysis was performed and is outlined in Master Plan –
Disinfection Assessment for the Baton Rouge North, Central, and South Wastewater Treatment
GNV31031158552.DOCX/103470004 5-73 JANUARY 2011
REV. 5

SECTION 5. NORTH BASIN PROJECTS
Plants (CH2M HILL, 2008). The technologies that were evaluated included purchased
sodium hypochlorite, on-site generation of sodium hypochlorite, ultraviolet (UV)
disinfection, and a combination of UV disinfection and purchased sodium hypochlorite.
At the North WWTP, use of purchased 12.5% sodium hypochlorite is the least-costly
alternative, given a 20-year present worth basis. UV was found to be considerably more
expensive on a present worth basis than sodium hypochlorite, primarily because it would
also require upgrading the North WWTP to a trickling filter/solids contact (TF/SC) process.
Trickling filter effluents are considered unsuitable for UV disinfection.
Standby Power
Standby power for the North WWTP is discussed in the Emergency Generators section of
this PDP.
5.5.3 Priority Two Improvements
Priority Two improvements include operations and maintenance needs that include asset
preservation, cost efficiency needs, and environmental needs. Asset preservation needs
include improvements that are required to preserve existing assets, such as screening and
grit removal. Cost efficiency needs include improvements that are required to increase the
efficiency of operations and maintenance, such as SCADA. Environmental needs include
improvements that are required to improve the overall environment of the North WWTP,
such as odor control.
The improvements included in Priority Two are new preliminary treatment, new influent
pump station, odor control, digester gas utilization, and SCADA.
New Preliminary Treatment and Influent Pump Station
The Master Plan – Existing Wastewater Treatment Plant Descriptions and Infrastructure Condition
Assessment (CH2M HILL, 2008) recommends the following modifications at the North
WWTP due to the condition assessment for Priority Two.
New Preliminary Treatment (screenings and grit removal)
New Influent Pump Station
These facilities will allow the North WWTP to continue to operate into the future.
Odor Control
Odor issues were evaluated at each of the three large WWTPs. This evaluation included
conducting air sampling to determine where odors are experienced at each WWTP. Once
the odor issues were identified, several odor control technologies were evaluated. Biotowers
are recommended as the primary odor control technology, with some other
technologies being used for specific odor issues, such as those at dewatering facilities. Refer
to Master Plan – Odor Control Analysis and Facility Plan Recommendations (CH2M HILL, 2008)
for more information.
The North WWTP has the highest odor emissions, which are creating a nuisance for nearby
residents. Given resident complaints at the North WWTP, the North WWTP Odor Control
Project, which includes chemical feed at five pump stations feeding into the treatment plant
and biotowers at the headworks, was given a high priority and is expected to remediate the
GNV31031158552.DOCX/103470004 5-74 JANUARY 2011
REV. 5

SECTION 5. NORTH BASIN PROJECTS
problem. This project is currently nearing construction completion. Other odor control
improvements recommended at the North WWTP include:
Install flat covers on the primary effluent weir and launder portions of the primary
clarifiers with biotower odor treatment.
Rehabilitate the existing carbon scrubbers on the dewatering building and add a firststage
wet scrubber.
Provide scrubbers and covers at the new influent pump station and headworks.
Digester Gas Utilization
An evaluation of the potential to utilize biogas that it a by-product of the anaerobic
digestion process was discussed in the Master Plan – Biogas Storage and Utilization TM
(CH2M HILL, 2008). The feasibility to capture the biogas and utilize it as an alternative fuel
for heating the anaerobic digesters, rather than flaring the biogas and utilizing natural gas
for heating (the current practice at all three large WWTPs) was evaluated. During the
evaluation, it was found that most of the gas storage equipment, gas compressors, and
engine generators that are necessary to utilize biogas were present but not in use at any of
the three large WWTPs. Based on the evaluation, it is recommended to install biogas storage
at the North WWTP. The stored biogas would be used for heating the anaerobic digesters.
SCADA
The North WWTP SCADA system is discussed in the SCADA section of this PDP.
5.5.4 Estimated Costs
The Draft Master Plan outlines the estimated construction cost of the Priority One and
Priority Two improvements. The costs for standby power and SCADA are included in the
Emergency Generators and SCADA sections of this document, although they are also shown
in Table 5-25 below. The table outlines the estimated construction costs of the North WWTP
Master Plan improvements. Even though costs are presented separately for Priority One,
Priority Two, Standby Power, and SCADA, it is likely that one project would be designed
and constructed to implement all improvements at once. The Total Construction Bid
Amount, assuming that sales tax will be waived on materials, for the North WWTP Master
Plan Improvements is $34,349,000.
TABLE 5-25
Summary of Estimated Construction Costs for the North WWTP
Item
Estimated Cost
Priority One
Building Condition Assessment $3,000,000
Equipment Condition Assessment $4,200,000
Handrail Rehabilitation/Replacement $800,000
Alternate Disinfection (Sodium Hypochlorite) $2,500,000
Priority One Sub-Total Construction Bid Amount $10,500,000
Estimated Sales Tax Waiver -$312,000
GNV31031158552.DOCX/103470004 5-75 JANUARY 2011
REV. 5

SECTION 5. NORTH BASIN PROJECTS
TABLE 5-25
Summary of Estimated Construction Costs for the North WWTP
Item
Estimated Cost
Priority One Total Construction Bid Amount $10,188,000
Standby Power (including estimated sales tax waiver) $5,337,000
Priority Two
New Screenings/Grit Removal $6,500,000
New Influent Pump Station $2,100,000
Odor Control $6,800,000
Digester Gas Utilization $1,700,000
Priority Two Sub-Total Construction Bid Amount $17,100,000
Estimated Sales Tax Waiver -$508,000
Priority Two Total Construction Bid Amount $16,592,000
SCADA (including estimated sales tax waiver) $2,232,000
Total Construction Bid Amount for North WWTP Master Plan $34,349,000
GNV31031158552.DOCX/103470004 5-76 JANUARY 2011
REV. 5

SECTION 6
Emergency Generators
6.1 Background
The C-P does not currently have emergency/standby power generators at the majority of its
pump stations in the collection system or at the WWTPs. Hurricane Gustav caused power
outages throughout much of the C-P for the majority of a week. During this time, the
collection system was not able to convey flows to the WWTPs due to lack of power at the
pump stations in the system, and the WWTPs were not able to operate. There were a total
of34 pump stations in the C-P that overflowed during and/or following Hurricane Gustav.
To address this issue, the C-P will install emergency generators at the combined
South/Central WWTP, the North WWTP, and all the pump stations in the collection system.
The wastewater projected flows and loads for the combined South/Central and North
WWTP were used to determine the projected electrical demands for each plant. The
treatment facilities at the North WWTP identified for upgrade during development of the C-
P Draft Master Plan (CH2M HILL, 2008) are not included in this updated PDP. However, the
costs for the generators needed at the North WWTP (and identified in the Draft Master Plan)
are included in this updated PDP.
6.2 Collection System Pump Stations
To determine how many and what size of generators will be needed at each of the collection
system pump stations, the stations were first divided into existing (non-PDP impacted) and
PDP pump stations. For the PDP stations, each station’s pumped flow and head were then
determined or assumed with the resulting hydraulic horsepower calculated. The
horsepower of the motors were then determined and ultimately generator units were
selected and installed costs were determined. Each of the existing pump stations were
visited by a field crew, and the horsepower requirement for the pumps were recorded. A
generator sizing software program was used to select the appropriate generator sizes.
A list of 294 existing (non-PDP impacted) operational pump stations were developed based
on C-P information (see Table 6-1). These stations will not be modified as part of the
Program.
TABLE 6-1
Summary of Generator Units
Existing Pump Stations (not impacted by the PDP)
Generator Unit
Size (KW)
Number of
Units Unit Installed Cost
Total Installed Cost
2007
10 70 $ 25,000 $ 1,750,000
20 64 $ 28,000 $ 1,792,000
40 52 $ 45,000 $ 2,340,000
60 44 $ 48,000 $ 2,112,000
80 27 $ 53,000 $ 1,431,000
100 15 $ 56,000 $ 840,000
125 6 $ 62,000 $ 372,000
GNV31031158554.DOCX/103470007 6-1 JANUARY 2011
REV. 5

SECTION 6. EMERGENCY GENERATORS
TABLE 6-1
Summary of Generator Units
Existing Pump Stations (not impacted by the PDP)
Generator Unit
Size (KW)
Number of
Units
Unit Installed Cost
Total Installed Cost
2007
150 5 $ 68,000 $ 340,000
250 3 $ 84,000 $ 252,000
600 1 $ 193,000 $ 193,000
TOTAL 287 $ 11,422,000
Total Estimate: $11,422,000 Existing Stations (non-PDP impacted)
Note 1: For each category, a diesel generator, automatic transfer switch, enclosure equipment pad, and other
accessories were sized to estimate an installed construction cost.
Note 2: See Appendix A for detailed information on each of the existing stations and their respective generator
requirements.
The 144 C-P pump stations that are to be added or modified as part of the Program are
identified in Table 6-2.
TABLE 6-2
Summary of Generator Units
PDP Pump Stations
Generator Unit
Size
Number of
Units Unit Installed Cost Total Installed Cost
10 4 $ 25,000 $ 100,000
20 11 $ 28,000 $ 308,000
40 34 $ 45,000 $ 1,530,000
60 19 $ 48,000 $ 912,000
80 18 $ 53,000 $ 954,000
100 8 $ 56,000 $ 448,000
125 11 $ 62,000 $ 682,000
150 6 $ 68,000 $ 408,000
200 2 $ 75,000 $ 150,000
250 5 $ 84,000 $ 420,000
300 2 $ 98,000 $ 196,000
400 6 $ 115,000 $ 690,000
500 3 $ 154,000 $ 462,000
600 6 $ 193,000 $ 1,158,000
800 4 $ 266,000 $ 1,064,000
1000 2 $ 339,000 $ 678,000
2500 3 $ 1,260,000 $ 3,780,000
TOTAL 141 $ 13,364,000
Total Estimate: $15,556,000 Existing Stations (not expanded)
Note 1: Some of the large pump stations require more than one installed generator unit.
Note 2: See Appendix B for detailed information on each of the PDP stations and their respective generator
requirements.
Note 3: For each category, a diesel generator, automatic transfer switch, enclosure equipment pad, and other
accessories were sized with a resulting estimated installed construction cost.
GNV31031158554.DOCX/103470007 6-2 JANUARY 2011
REV. 5

SECTION 6. EMERGENCY GENERATORS
6.3 Wastewater Treatment Plants
For the North and South/Central WWTPs, the generation capacity needed was estimated
based on the future estimated total flows and current loads seen at each of the plants.
Natural gas generators were selected due to operator preference for natural gas. Cost
estimates were developed for both the stand alone generators, and for the installed
generator systems including automatic transfer switches, equipment pads, enclosures, and
other site specific equipment necessary to integrate the generators into the facility’s
electrical system
The North WWTP estimated generator installed cost is $5.3 M (including estimated sales tax
waiver) for 7.5 MW of generation capacity. This cost for standby power at the North WWTP
is also listed in Section 5.5 North Master Plan Improvements Table 5-25 – Summary of
Estimated Construction Costs for the North WWTP.
The South/Central WWTP estimated installed cost is $9.3 M, for 12.5 MW of generation
capacity. This cost is already included in the estimated construction cost for the Phase 2
expansion project (STP-C-0002, South WWTP Phase 2 – Master Plan Portion).
6.4 Generator Project Delivery Plan
In order to install generators in a timely manner at all pump stations and the North and
South/Central WWTPs, a project delivery plan was developed. The first step in developing
the project delivery plan was to prioritize the pump stations that were to get generators
using the following criteria:
1) Pump stations to be replaced as a part of PDP
2) Existing pump stations (not impacted by this PDP) that overflowed during Hurricane
Gustav
3) Existing pump stations (not impacted by this PDP) that were on DPW staff’s list of
critical pump stations
4) Existing pump stations (not impacted by this PDP) that were not on any of the previous
lists (with larger pump stations receiving higher priority than smaller pump stations)
The WWTPs were prioritized based on the PDP and Draft Master Plan projects. As
mentioned above, the South/Central WWTP generators will be installed as part of the South
WWTP – Phase 2 project, with the generators funded as part of the overall project. The
North WWTP generators will be installed as part of the North WWTP Master Plan project.
The existing Central WWTP will not receive emergency generators, since current plans call
for it to be decommissioned.
The schedule of the project delivery is based on this prioritization as well as available
budget. The available budget for generators is estimated to be $10 million in 2009, $10
million in 2010, and $13 million in 2011. Therefore, for each of these three years, the first
priority was the budget for generators at the PDP pump stations. After that, the second,
third, and fourth priorities were considered in the order noted above. Table 6-3 shows the
cost summary- for generator installation.
GNV31031158554.DOCX/103470007 6-3 JANUARY 2011
REV. 5

SECTION 6. EMERGENCY GENERATORS
TABLE 6-3
Emergency Generators Cost Summary
Item
Generator Purchase (including maintenance)
Generator Installation (non-PDP pump stations)
North WWTP
Land Acquisition
Total
$19.1M
$7.1M
$5.3M
$0.5M
$32.2M
In order to deliver these projects in a timely manner, the following criteria were used to
develop the project delivery plan.
All pump stations will have installed generators (no temporary generators, unless site
constraints dictate).
A 5-year renewable maintenance contract is required for the service of all generators.
Pump stations will be designed as generator-ready.
Generators will be provided by a generator vendor and installed by a general contractor.
For PDP pump stations and WWTPs, the general contractor will be the general
contractor for the entire project.
The generator vendor will be selected by a bidding process. A 5-year maintenance
contract will be part of this contract. The contract will be based on the number of
generators needed per year, with a unit price given for each type of unit for each year.
The generators will be delivered to a local warehouse, kept by the vendor, to be picked
up and installed by the general contractors.
The South WWTP generators will be delivered on the Program schedule by 2014, when
the South WWTP – Phase 2 project is scheduled to be completed.
The delivery plan included two contracts, one for purchase and maintenance of the
generators and one for installation of the non-PDP units. The purchase and maintenance
contract was awarded to Arcco Power Systems in October 2009. The project to install the
non-PDP generators was bid in July 2010. As of November 2010, a notice to proceed had not
been issued for this project. The installation project will consist of work orders issued over a
three year period.
With this project delivery plan, each pump station and WWTP will have emergency power
by the end of the Program (December 31, 2014). A list of the pump stations are provided in
Table 6-4.
GNV31031158554.DOCX/103470007 6-4 JANUARY 2011
REV. 5

SECTION 6. EMERGENCY GENERATORS
TABLE 6-4
Existing Pump Stations (Not Impacted By The PDP), Baton Rouge SSO Program
Pump Station
Number
Number of
Pumps
Capacity of
Each Pump
(gpm)
No. of
Pumps for
Des. Cap.
Pump TDH
(ft)
HP per Duty
Pump
Motor HP per
Duty Pump
Operating
HP
Station KW
required
Generator
KW
8 2 500 1 50 9 10 10 10 10
11 AIR 40 AIR - - 5 5 5 10
12 2 727 1 50 13 15 15 15 20
14 2 400 1 50 7 10 10 10 10
17 2 100 1 50 2 3 3 3 10
20 2 125 1 50 2 3 3 3 10
22 2 115 1 50 2 3 3 3 10
25 AIR 100 AIR - - 5 5 5 10
26 2 200 1 50 4 5 5 5 10
28 2 300 1 50 5 5 5 5 10
29 2 300 1 50 5 5 5 5 10
34 AIR 60 AIR - - 5 5 5 10
36 2 500 1 50 9 10 10 10 10
37 2 100 1 50 2 3 3 3 10
48 3 2380 2 75 64 75 150 146 150
49 4 2380 3 100 86 100 300 293 325
57 5 6325 4 125 285 300 1200 1170 1250
60 5 2300 4 55 50 50 50 250 250
62 2 781 1 50 14 15 15 15 20
69 2 282 1 50 5 5 5 5 10
70 2 350 1 50 6 7.5 7.5 7 10
71 2 300 1 50 5 5 5 5 10
72 3 332 2 75 9 10 20 20 20
73 2 150 1 50 3 3 3 3 10
78 2 200 1 50 4 5 5 5 10
79 2 200 1 50 4 5 5 5 10
81 2 100 1 50 2 3 3 3 10
82 2 100 1 50 2 3 3 3 10
83 AIR 65 AIR - - 5 5 5 10
84 2 450 1 50 8 10 10 10 10
85 3 500 2 75 14 15 30 29 35
87 AIR 150 AIR - - 5 5 5 10
88 2 250 1 50 5 5 5 5 10
89 AIR 150 AIR - - 5 5 5 10
GNV31031158554.DOCX/103470007 6-5 JANUARY 2011
REV. 5

SECTION 6. EMERGENCY GENERATORS
TABLE 6-4
Existing Pump Stations (Not Impacted By The PDP), Baton Rouge SSO Program
Pump Station
Number
Number of
Pumps
Capacity of
Each Pump
(gpm)
No. of
Pumps for
Des. Cap.
Pump TDH
(ft)
HP per Duty
Pump
Motor HP per
Duty Pump
Operating
HP
Station KW
required
90 2 292 1 50 5 5 5 5 10
92 2 250 1 28 5 5 5 40 40
93 2 438 1 50 8 10 10 10 10
94 2 283 1 106 20 20 20 80 80
95 2 100 1 50 2 3 3 3 10
96 2 150 1 50 3 3 3 3 10
97 AIR 100 AIR - - 5 5 5 10
98 2 500 1 50 9 10 10 10 10
99 AIR 70 AIR - - 5 5 5 10
100 2 200 1 50 4 5 5 5 10
101 2 200 1 50 4 5 5 5 10
103 2 176 1 50 3 3 3 3 10
104 2 664 1 50 12 15 15 15 20
106 2 287 1 50 5 5 5 5 10
108 2 1140 1 50 21 25 25 24 35
109 2 200 1 50 4 5 5 5 10
114 2 260 1 50 5 5 5 5 10
116 3 33 2 75 1 2 4 4 10
117 2 100 1 50 2 3 3 3 10
121 2 184 1 50 3 3 3 3 10
122 2 122 1 50 2 3 3 3 10
125 2 65 1 55 5.5 5.5 5.5 20 20
126 2 300 1 50 5 5 5 5 10
128 2 631 1 50 11 15 15 15 20
130 2 109 1 50 2 3 3 3 10
131 2 100 1 50 2 3 3 3 10
132 2 202 1 50 4 5 5 5 10
133 2 13 1 50 0 1 1 1 10
134 2 600 1 50 11 15 15 15 20
138 2 70 1 50 1 2 2 2 10
140 2 369 1 50 7 7.5 7.5 7 10
141 2 139 1 50 3 3 3 3 10
142 2 250 1 50 5 5 5 5 10
145 2 524 1 50 9 10 10 10 10
Generator
KW
GNV31031158554.DOCX/103470007 6-6 JANUARY 2011
REV. 5

SECTION 6. EMERGENCY GENERATORS
TABLE 6-4
Existing Pump Stations (Not Impacted By The PDP), Baton Rouge SSO Program
Pump Station
Number
Number of
Pumps
Capacity of
Each Pump
(gpm)
No. of
Pumps for
Des. Cap.
Pump TDH
(ft)
HP per Duty
Pump
Motor HP per
Duty Pump
Operating
HP
Station KW
required
147 2 613 1 50 11 15 15 15 20
150 2 436 1 50 8 10 10 10 10
151 2 175 1 50 3 3 3 3 10
154 2 763 1 50 14 15 15 15 20
155 2 663 1 50 12 15 15 15 20
156 2 306 1 79 20 20 20 40 40
158 AIR 80 AIR - - 5 5 5 10
159 2 144 1 50 3 3 3 3 10
160 2 300 1 50 5 5 5 5 10
161 2 594 1 50 11 15 15 15 20
163 AIR 125 AIR - 5 5 5 10
165 2 1 - - 0 0 10 10
166 2 400 1 50 7 7.5 7.5 7 10
168 2 344 1 50 6 7.5 7.5 7 10
169 2 100 1 50 2 3 3 3 10
171 2 300 1 50 5 5 5 5 10
173 2 150 1 50 3 3 3 3 10
176 2 395 1 38.5 10 10 10 80 80
177 2+2 1000 3 100 36 40 120 117 125
178 AIR 20 AIR - - 5 5 5 10
179 2 100 1 50 2 3 3 3 10
180 2 83.8 1 50 2 3 3 3 10
181 2 274 1 50 5 5 5 5 10
184 2 142 1 50 3 3 3 3 10
185 2 178 1 50 3 3 3 3 10
187 2 1 20 20
189 2 360 1 50 6 7.5 7.5 7 10
190 2 160 1 50 3 3 3 3 10
191 2 367 1 50 7 7.5 7.5 7 10
192 2 100 1 50 2 3 3 3 10
193 2 110 1 50 2 3 3 3 10
194 2 170 1 50 3 3 3 3 10
195 2 395 1 50 7 7.5 7.5 7 10
197 2 329 1 50 6 7.5 7.5 7 10
Generator
KW
GNV31031158554.DOCX/103470007 6-7 JANUARY 2011
REV. 5

SECTION 6. EMERGENCY GENERATORS
TABLE 6-4
Existing Pump Stations (Not Impacted By The PDP), Baton Rouge SSO Program
Pump Station
Number
Number of
Pumps
Capacity of
Each Pump
(gpm)
No. of
Pumps for
Des. Cap.
Pump TDH
(ft)
HP per Duty
Pump
Motor HP per
Duty Pump
Operating
HP
Station KW
required
198 2 263 1 50 5 5 5 5 10
200 2 481 1 50 9 10 10 10 10
202 AIR 30 AIR - - 5 5 5 10
203 2 187 1 50 3 3 3 3 10
204 2 183 1 50 3 3 3 3 10
205 2 154 1 50 3 3 3 3 10
206 2 641 1 50 12 15 15 15 20
210 2 150 1 50 3 3 3 3 10
213 2 85 1 50 2 3 3 3 10
214 2 80 1 50 1 2 2 2 10
215 2 160 1 50 3 3 3 3 10
216 AIR 70 AIR - - 5 5 5 10
217 AIR 80 AIR - - 5 5 5 10
219 2 275 1 50 5 5 5 5 10
220 2 150 1 50 3 3 3 3 10
222 2 103 1 50 2 3 3 3 10
225 2 519 1 50 9 10 10 10 10
226 2 429 1 50 8 10 10 10 10
228 2 270 1 27 5 5 5 40 40
230 2 135 1 43 5 5 5 80 80
232 2 150 1 50 3 3 3 3 10
233 2 85 1 50 2 3 3 3 10
235 2 80 1 50 1 2 2 2 10
237 2 150 1 50 3 3 3 3 10
240 2 500 1 25 7.5 7.5 7.5 100 100
242 2 200 1 50 4 5 5 5 10
245 AIR 82 AIR - - 5 5 5 10
246 2 1 7.5 7.5 7.5 40 40
248 2 100 1 50 2 3 3 3 10
250 2 450 1 50 8 10 10 10 10
251 2 300 1 50 5 5 5 5 10
254 AIR 40 AIR - - 5 5 5 10
255 2 147 1 50 3 3 3 3 10
256 AIR 70 AIR - - 5 5 5 10
Generator
KW
GNV31031158554.DOCX/103470007 6-8 JANUARY 2011
REV. 5

SECTION 6. EMERGENCY GENERATORS
TABLE 6-4
Existing Pump Stations (Not Impacted By The PDP), Baton Rouge SSO Program
Pump Station
Number
Number of
Pumps
Capacity of
Each Pump
(gpm)
No. of
Pumps for
Des. Cap.
Pump TDH
(ft)
HP per Duty
Pump
Motor HP per
Duty Pump
Operating
HP
Station KW
required
257 AIR 40 AIR - - 5 5 5 10
258 2 156 1 50 3 3 3 3 10
259 2 227 1 50 4 5 5 5 10
260 2 91 1 50 2 3 3 3 10
261 2 150 1 50 3 3 3 3 10
262 2 295 1 50 5 4 4 4 10
263 2 184 1 50 3 3 3 3 10
264 2 333 1 50 6 7.5 7.5 7 10
265 2 169 1 50 3 3 3 3 10
266 2 120 1 50 2 3 3 3 10
267 AIR 70 AIR - - 5 5 5 10
268 2 200 1 50 4 5 5 5 10
272 2 200 1 50 4 5 5 5 10
276 2 100 1 50 2 3 3 3 10
279 2 131 1 50 2 3 3 3 10
280 2 127 1 50 2 3 3 3 10
281 2 230 1 50 4 5 5 5 10
282 2 127 1 50 2 3 3 3 10
284 2 246 1 50 4 5 5 5 10
286 AIR 40 AIR - - 5 5 5 10
288 2 119 1 134 20 20 20 60 60
289 2 320 1 50 6 7.5 7.5 7 10
290 2 180 1 50 3 3 3 3 10
291 2 1 7.5 7.5 7.5 80 80
292 2 100 1 50 2 3 3 3 10
293 2 225 1 50 4 5 5 5 10
294 2 225 1 50 4 5 5 5 10
295 2 266 1 50 5 5 5 5 10
298 2 240 1 50 4 5 5 5 10
299 2 640 1 50 12 15 15 15 20
300 3 1650 2 75 45 50 100 98 100
301 3 1750 2 75 47 50 100 98 100
303 2 80 1 50 1 2 2 2 10
304 2 520 1 50 9 10 10 10 10
Generator
KW
GNV31031158554.DOCX/103470007 6-9 JANUARY 2011
REV. 5

SECTION 6. EMERGENCY GENERATORS
TABLE 6-4
Existing Pump Stations (Not Impacted By The PDP), Baton Rouge SSO Program
Pump Station
Number
Number of
Pumps
Capacity of
Each Pump
(gpm)
No. of
Pumps for
Des. Cap.
Pump TDH
(ft)
HP per Duty
Pump
Motor HP per
Duty Pump
Operating
HP
Station KW
required
305 2 494 1 50 9 10 10 10 10
307 2 160 1 50 3 3 3 3 10
310 2 424 1 50 8 10 10 10 10
312 2 240 1 50 4 5 5 5 10
314 2 300 1 50 5 5 5 5 10
315 2 86 1 50 2 3 3 3 10
317 2 350 1 50 6 7.5 7.5 7 10
319 2 250 1 50 5 5 5 5 10
320 2 222 1 50 4 5 5 5 10
321 2 200 1 50 4 5 5 5 10
322 2 265 1 50 5 5 5 5 10
323 2 265 1 50 5 5 5 5 10
324 2 360 1 50 6 7.5 7.5 7 10
325 2 159 1 50 3 3 3 3 10
328 2 735 1 50 13 15 15 15 20
330 2 100 1 50 2 3 3 3 10
334 2 225 1 50 4 5 5 5 10
335 2 410 1 50 7 7.5 7.5 7 10
337 2 250 1 50 5 5 5 5 10
339 2 150 1 50 3 3 3 3 10
341 2 80 1 50 1 2 2 2 10
343 2 750 1 50 14 15 15 15 20
344 2 700 1 50 13 15 15 15 20
346 2 650 1 50 12 15 15 15 20
347 2 450 1 50 8 10 10 10 10
349 2 100 1 50 2 3 3 3 10
350 2 100 1 50 2 3 3 3 10
356 2 108 1 50 2 3 3 3 10
357 OXID POND OXID POND - - 0 0 0 0
359 2 125 1 50 2 3 3 3 10
360 2 100 1 50 2 3 3 3 10
361 2 93 1 50 2 3 3 3 10
362 2 100 1 50 2 3 3 3 10
366 2 425 1 50 8 10 10 10 10
Generator
KW
GNV31031158554.DOCX/103470007 6-10 JANUARY 2011
REV. 5

SECTION 6. EMERGENCY GENERATORS
TABLE 6-4
Existing Pump Stations (Not Impacted By The PDP), Baton Rouge SSO Program
Pump Station
Number
Number of
Pumps
Capacity of
Each Pump
(gpm)
No. of
Pumps for
Des. Cap.
Pump TDH
(ft)
HP per Duty
Pump
Motor HP per
Duty Pump
Operating
HP
Station KW
required
367 2 1 40 40
371 2 170 1 50 3 3 3 3 10
373 2 240 1 50 4 5 5 5 10
374 1 150 1 50 3 3 3 3 10
375 2 100 1 50 2 3 3 3 10
376 2 150 1 50 3 3 3 3 10
377 2 150 1 50 3 3 3 3 10
378 2 262 1 50 5 5 5 5 10
380 2 185 1 50 3 3 3 3 10
381 2 100 1 50 2 3 3 3 10
382 2 48 1 50 1 2 2 2 10
383 2 100 1 50 2 3 3 3 10
384 2 100 1 50 2 3 3 3 10
385 2 100 1 50 2 3 3 3 10
386 2 400 1 50 7 7.5 7.5 7 10
387 2 100 1 50 2 3 3 3 10
388 2 100 1 50 2 3 3 3 10
389 2 588 1 50 11 15 15 15 20
390 2 100 1 50 2 3 3 3 10
392 2 64 1 50 1 2 2 2 10
393 2 199 1 50 4 5 5 5 10
394 2 30 1 50 1 2 2 2 10
395 2 127 1 50 2 3 3 3 10
396 2 100 1 50 2 3 3 3 10
398 2 389 1 50 7 7.5 7.5 7 10
399 2 100 1 50 2 3 3 3 10
400 2 161 1 50 3 3 3 3 10
401 2 60 1 50 1 2 2 2 10
402 2 800 1 68 20 20 20 20 20
403 1 50 0 1 1 1 10
404 2 161 1 50 3 3 3 3 10
405 2 138 1 50 2 3 3 3 10
406 2 200 1 50 4 4 4 4 10
407 2 100 1 50 2 3 3 3 10
Generator
KW
GNV31031158554.DOCX/103470007 6-11 JANUARY 2011
REV. 5

SECTION 6. EMERGENCY GENERATORS
TABLE 6-4
Existing Pump Stations (Not Impacted By The PDP), Baton Rouge SSO Program
Pump Station
Number
Number of
Pumps
Capacity of
Each Pump
(gpm)
No. of
Pumps for
Des. Cap.
Pump TDH
(ft)
HP per Duty
Pump
Motor HP per
Duty Pump
Operating
HP
Station KW
required
408 2 70 1 50 1 2 2 2 10
410 2 100 1 50 2 3 3 3 10
411 1 50 0 1 1 1 10
412 2 125 1 50 2 3 3 3 10
413 2 100 1 50 2 3 3 3 10
415 2 100 1 50 2 3 3 3 10
416 2 343 1 50 6 7.5 7.5 7 10
417 2 240 1 50 4 5 5 5 10
418 1 50 0 1 1 1 10
422 1 50 0 1 1 1 10
423 2 179 1 50 3 5 5 5 10
425 1 50 0 1 1 1 10
426 1 50 0 1 1 1 10
427 1 50 0 1 1 1 10
428 1 50 0 1 1 1 10
430 1 50 0 1 1 1 10
431 2 1 20 20
432 2 1 20 20
433 2 1 20 20
434 2 1 10 10
435 2 1 60 60
436 2 1 80 80
437 2 1 80 80
438 2 1 20 20
439 2 1 40 40
441 2 1 10 10
442 2 1 60 60
443 2 1 80 80
444 2 1 100 100
445 2 1 60 60
446 2 1 80 80
447 3 2 100 100
448 2 1 20 20
449 2 1 60 60
Generator
KW
GNV31031158554.DOCX/103470007 6-12 JANUARY 2011
REV. 5

SECTION 6. EMERGENCY GENERATORS
TABLE 6-4
Existing Pump Stations (Not Impacted By The PDP), Baton Rouge SSO Program
Pump Station
Number
Number of
Pumps
Capacity of
Each Pump
(gpm)
No. of
Pumps for
Des. Cap.
Pump TDH
(ft)
HP per Duty
Pump
Motor HP per
Duty Pump
Operating
HP
Station KW
required
450 2 1 40 40
451 2 1 20 20
452 2 1 80 80
453 2 1 80 80
454 2 1 40 40
455 2 1 60 60
456 2 1 60 60
457 2 1 40 40
458 2 1 20 20
460 2 1 60 60
500 2 617 1 50 11 15 15 15 20
504 2 1012 1 50 18 20 20 20 20
508 3 1077 2 75 29 30 60 59 60
601 3 1450 2 75 39 40 80 78 85
944 3 1177 2 75 32 40 80 78 85
1001(367) 2 154 1 50 3 3 3 3 10
1003(353) 2 292 1 50 5 5 5 5 10
101A 2 174 1 50 3 3 3 3 10
22A 2 115 1 50 2 3 3 3 10
31A 2 2060 1 50 37 40 40 39 42
353 (1003) 2 292 1 50 5 5 5 5 10
365 (676) 3 771 2 75 21 25 50 49 60
367(1001) 2 154 1 50 3 3 3 3 10
65A 3 1736 2 75 47 50 100 98 100
676(365) 3 770 2 75 21 25 50 49 60
7A 2 800 1 50 14 15 15 15 20
PARISH PRISON 1 50 0 1 1 1 10
Generator
KW
GNV31031158554.DOCX/103470007 6-13 JANUARY 2011
REV. 5

SECTION 6. EMERGENCY GENERATORS
This page intentionally left blank.
GNV31031158554.DOCX/103470007 6-14 JANUARY 2011
REV. 5

Appendix A
Existing Pump Stations and Generator Requirements

APPENDIX A
Existing Pump Stations and Generator Requirements
Field Data
Nameplate
Horsepower
Horsepower
Based On
Inrush Amps
Pump Station
# of
Pumps
F/L
Amps
Inrush
Amps
Phase/
Volts
Gen Size
(KW)
8 2 3 10 60 3/240 10
11 2 3 5 18 121 1/240 40
12 2 20 44 258 3/240 60
14 2 5 22 3/240 20
17 2 1.5 6.1 22.7 3/240 10
20 2 5 9 50 3/240 20
22 2 5 5 11 58 3/240 20
25 2 5 5 9 58 3/240 20
26 2 2 9 48 3/240 10
28 2 2 3/240 10
29 2 3 15 3/240 10
34 1 1 14 1/240 40
36 2 7.5 16 117 3/240 40
37 2 5 5 9 59 3/240 20
48 3 15 18 121 3/480 60
49 4 25 32 3/480 125
57 5 150 183 3/480 600
60 5 185 3/480 250
62 2 50/60 50 50 347 3/480 100
69 2 15 46 273 3/240 60
70 2 5 14 87 3/240 20
71 2 5 3 14 56 3/240 20
72 2 20 15 36 205 3/240 60
73 2 5 12 58 3/240 20
78 2 5 5 12 64 3/240 20
79 2 3 7.7 56.1 3/240 10
81 2 5 5 11 64 3/240 20
82 2 3 7 61 3/240 10
83 2 3 2 6 50 3/240 10
84 2 7.5 16 92 3/240 40
85 2 25 24 177 3/480 80
87 2 5 14 82 3/240 20
88 2 5 11 93 3/240 20
89 2 3 3/240 10
90 2 10 29 159 3/240 40
92 1 7.5 18 80 3/240 40
93 2 7.5 18.1 130 3/240 40
95 2 3, 5 8 3/240 20
96 2 7.5 6 66 3/480 20
97 2 3 7 34 3/240 10
98 2 7.5 18 125 3/240 40
99 2 5 3/240 20
GNV31031158554.DOCX/103470007 A-1 JANUARY 2011
REV. 5

APPENDIX A
Existing Pump Stations and Generator Requirements
Field Data
Nameplate
Horsepower
Horsepower
Based On
Inrush Amps
Pump Station
# of
Pumps
F/L
Amps
Inrush
Amps
Phase/
Volts
Gen Size
(KW)
100 2 2 6 34 3/240 10
101 2 3 7 38 3/240 10
103 2 20 35 363 3/240 60
104 2 29 31 224 3/480 80
106 2 25 40 28 283 3/480 80
108 2 50 52 399 3/480 100
109 2 10 20.1 3/208 40
114 2 3 9 56 3/240 10
116 3 5 5 3/480 20
117 2 2.2 5 14 74 3/240 20
121 2 25, 30 30 3/480 80
122 2 3 5 19 3/240 10
125 5 20
126 2 7.5 25 3/240 40
128 2 50 44 277 3/480 100
130 2 10 18 141 3/240 40
131 2 3 10 57 3/240 10
132 2 20 39 382 3/240 60
133 2 2 7 21 3/240 10
134 1 10 3/480 20
138 2 3 7.8 19 3/240 10
140 2 20 25 188 3/480 60
141 2 25 65 355 3/240 100
142 2 7.5 12 140 3/480 20
145 2 15 35 208 3/240 60
147 2 50 39 372 3/480 100
150 2 20 45 309 3/240 60
151 2 3 7 30 3/240 10
154 2 15 38 169 3/240 60
155 2 60 65 356 3/480 150
156 1 10 3/240 40
158 2 5 3/240 20
159 2 5, 15 3/240 60
160 2 60 60 45 413 3/480 125
161 2 15 14 110 3/480 60
163 2 3 7 33 3/240 10
165 2 3 3/240 10
166 2 5 15 83 3/240 20
168 2 30 80
169 2 2 10 46 3/240 10
171 2 3 11 46 3/240 10
173 2 15 20 162 3/240 60
GNV31031158554.DOCX/103470007 A-2 JANUARY 2011
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APPENDIX A
Existing Pump Stations and Generator Requirements
Field Data
Nameplate
Horsepower
Horsepower
Based On
Inrush Amps
Pump Station
# of
Pumps
F/L
Amps
Inrush
Amps
Phase/
Volts
Gen Size
(KW)
176 1 30 3/480 80
177 4 75 3/480 250
178 2 5 8 3/240 20
179 3 40 3/240 100
180 2 2 5 28 3/240 10
181 2 40 36.5 338 3/480 80
184 2 20 34 237 3/240 60
185 2 15 29 214 3/240 60
187 1 5 3/240 20
189 2 7.5 18 148 3/240 40
190 2 3 2 5 39 3/240 10
191 2 10 15 17 115 3/480 40
192 2 3 6 3/240 10
193 2 5 18 82 3/240 20
194 2 5 3 11 53 3/240 20
195 2 40 52 267 3/480 80
197 2 40 50 49 381 3/480 100
198 2 10 24 160 3/240 40
200 2 60 46 423 3/480 150
202 2 5 8 47.6 3/240 20
203 2 5 12 96 3/240 20
204 2 3, 5 3/240 20
205 2 7.5 15 3/240 40
206 2 20 24 188 3/480 60
210 2 2 3.5 19.8 3/240 10
213 2 20 20 173 3/480 60
214 2 1.5 5 31 3/240 10
215 2 5 2 12 49 3/240 20
216 1 5 3/480 20
217 1 5 3/480 20
219 2 3 1/240 10
220 2 5 16 3/240 20
222 2 25 36 280 3/480 80
225 2 29 30 40 3/480 80
226 2 20 26 142 3/480 60
228 1 7.5 40
230 1 40 3/480 80
232 2 3 17 1/240 10
233 2 10 15 5 1/240 40
235 2 3 7 55 3/240 10
237 2 3 7 45 3/240 10
242 2 5 12 3/240 20
GNV31031158554.DOCX/103470007 A-3 JANUARY 2011
REV. 5

APPENDIX A
Existing Pump Stations and Generator Requirements
Field Data
Nameplate
Horsepower
Horsepower
Based On
Inrush Amps
Pump Station
# of
Pumps
F/L
Amps
Inrush
Amps
Phase/
Volts
Gen Size
(KW)
245 2 3 102 1/240 10
246 2 15 3/240 40
248 2 5 3 14 16 3/240 20
250 2 7.5 21 107 3/240 40
251 2 5, 10 3/240 40
254 2 5 1/240 30
255 2 7.5 20.6 136 3/240 40
256 2 3 7 1/240 10
257 2 2 3 16 51 1/240 10
258 2 20 28 168 3/480 60
259 2 20 35 307 3/240 60
260 2 25 25 89 451 3/240 100
261 2 5 13 67 3/240 20
262 2 15 20 31 243 3/240 60
263 2 25 20 201 3/480 80
264 2 5 14 95 1/240 30
265 2 10 25 23 215 3/480 80
266 2 10 16 146 3/240 40
267 2 2 7 50 3/240 10
268 2 7.5 15 3/240 40
272 2 5 12 84 3/240 20
276 2 7.5 10.5 54 3/480 20
279 2 7.5 3/240 40
280 2 30 28 239 3/480 80
281 2 3 9 29 3/240 10
282 1 30 3/480 80
284 2 25 53 305 3/240 60
286 2 2 2 11 1/240 10
288 2 20 14 131 3/480 60
289 2 3 14.6 54 3/240 10
290 3 8 3/240 10
291 1 40 3/480 80
292 2 3 10 50 3/240 10
293 2 5 13 90 3/240 20
294 2 3 12 3/240 10
295 2 10 11 67 3/480 40
298 2 3 8 3/240 10
299 2 5 13 63 3/240 20
300 3 25 30 34 152 3/480 80
301 3 25 28 165 3/480 100
303 2 2 5 29 3/240 10
304 1 10 17 188 3/240 40
305 2 20 31 255 3/240 60
GNV31031158554.DOCX/103470007 A-4 JANUARY 2011
REV. 5

APPENDIX A
Existing Pump Stations and Generator Requirements
Field Data
Nameplate
Horsepower
Horsepower
Based On
Inrush Amps
Pump Station
# of
Pumps
F/L
Amps
Inrush
Amps
Phase/
Volts
Gen Size
(KW)
307 2 5 14 81 3/240 20
310 2 15 13 136 3/480 60
312 2 3 10 ? 3/240 10
314 2 5 16 67 3/240 20
315 2 10 25 211 3/240 40
317 2 7.5 18 116 3/240 40
319 2 3 8 51 3/240 10
320 20 3/480 60
321 2 3 8 37 3/240 10
322 2 3 8 45 3/240 10
323 2 3 12 56 3/240 10
324 2 5 12 89 3/240 20
325 2 5 12 87 1/240 60
328 2 40 55 299 3/480 100
330 2 3 5.86 39 3/240 10
334 2 5 12 86 3/240 20
335 2 7.5 29 148 3/240 40
337 2 3 9.3 62.8 3/240 10
339 2 3 7 42 3/240 10
341 2 10 40
343 2 150 3/480 80
344 2 7.5 21 145 3/480 40
346 2 20 24 185 3/480 60
347 2 20 18 176 3/480 60
349 2 3 9 61 3/240 10
350 2 3 8 51 3/240 10
356 2 5 8.3 68 3/240 20
357 2 3 9 48 3/240 20
359 2 5 12 91 3/240 20
360 2 3 10 59 3/240 10
361 2 25 27.5 182.5 3/480 80
362 2 2 7.4 24.3 3/208 10
366 2 5 13.8 96 3/240 20
367 2 7.5 14 124 3/240 40
371 2 20 16.5 3/480 60
373 2 3 12 56 3/240 10
374 2 3 9 54 3/240 10
375 2 3 10 53 3/240 10
376 2 2 5 29 3/240 10
377 2 7.5 15 113 3/240 40
378 2 10 31 223 3/240 40
380 2 5 9 64 3/240 20
381 2 2 7.1 50 3/240 10
GNV31031158554.DOCX/103470007 A-5 JANUARY 2011
REV. 5

APPENDIX A
Existing Pump Stations and Generator Requirements
Field Data
Nameplate
Horsepower
Horsepower
Based On
Inrush Amps
Pump Station
# of
Pumps
F/L
Amps
Inrush
Amps
Phase/
Volts
Gen Size
(KW)
383 2 5 10 85 3/240 20
384 2 7.5 17 111 3/240 40
385 2 2 16 46 1/240 10
386 2 20 42 294 3/240 60
387 2 5 10 93 3/240 20
388 2 3 1/240 10
389 2 40 34 232 3/480 100
390 2 10 30 158 3/240 40
392 2 5 14 70 3/240 20
393 2 3 8 43 3/240 10
394 2 3 8 59 3/240 10
395 2 10 19 189 3/240 40
396 2 5 20 96 3/240 20
398 2 40 78 502 3/240 100
399 2 5 14 102 3/240 20
400 2 15 31 235 3/240 60
401 2 5 10 76 3/240 20
403 2 10 3/208 40
404 2 3 6 49 3/240 10
405 2 10 11 75 3/480 40
406 2 20 21.5 140.5 3/480 60
407 2 3 7.5 50 3/240 10
408 2 20 21 167 3/480 60
410 2 10 18 147 3/240 40
412 2 7.5 15 118 3/240 40
413 2 15 23 94 3/480 60
415 2 5 10 3/240 20
416 2 5 10 15 146 3/240 40
417 2 20 21 179 3/480 60
418 2 20 24.5 190 3/480 60
422 2 40 37 289 3/480 80
423 2 5 11 90 3/240 20
425 2 3 10 53 3/240 10
426 2 30 56 298 3/208 80
427 2 7.5 17 146 3/240 40
428 2 10 32 197 3/240 40
430 3 100 95 3/480 250
431 2 5 13.6 70 3/240 20
432 2 5 10 70 3/240 20
433 2 5 22 134 3/240 20
434 2 1 4.3 20 3/208 10
435 2 15 7.5 14.7 111 3/480 60
436 2 40 20 33 259 3/480 80
GNV31031158554.DOCX/103470007 A-6 JANUARY 2011
REV. 5

APPENDIX A
Existing Pump Stations and Generator Requirements
Field Data
Nameplate
Horsepower
Horsepower
Based On
Inrush Amps
Pump Station
# of
Pumps
F/L
Amps
Inrush
Amps
Phase/
Volts
Gen Size
(KW)
437 2 40 20 30 287 3/480 80
438 2 5 9.5 86 3/480 20
439 2 7.5 22 107 3/240 40
441 2 2 5 47 3/240 10
442 2 15 10 15.2 148 3/480 60
443 2 20 34.5 61 3/480 80
444 2 50 62 386 3/480 100
445 2 10 31 260 3/240 60
446 2 30 20 31 199 3/480 80
447 3 15 26 120 3/480 100
448 2 5 16 113 3/240 20
449 2 15 28 206 3/480 60
450 2 10 16 199 3/480 40
451 2 5 17 79 3/240 20
452 2 30 20 31 214 3/480 80
453 2 20 36.7 202 3/480 80
454 2 7.5 14 120 3/480 40
455 2 50? 20 37 258 3/480 60
456 2 20 12 70 3/240 60
457 2 10 8 22 138 3/240 40
458 2 3 8 50 3/240 20
460 2 20 38 254 3/480 60
500 2 50 60 351 3/480 100
504 2 60 70 433 3/480 125
508 3 50 56 376 3/480 125
601 3 75? 60 53 393 3/480 125
676 3 60 55 418 3/480 125
944 3 75 52 3/480 150
101A 2 10 27 161 3/240 40
332A 2 70 3/480 150
65A 3 77 84.0 3/480 150
Parish Prison 2 2 6.6 34.9 3/240 10
Total No. Generators 287
Notes:
If motors were accessible, motor nameplate data was obtained.
If motors were not accessible, motor running and starting current was measured.
For non-PDP pump stations the number of pumps listed is the number of installed pumps.
It is not clear whether or not 1 pump less than listed is sufficient for the peak wet weather flow.
Generators were sized based on running one pump less than the number listed, except that for pumps 20 hp
and smaller, the generator was sized to run a minimum of 2 pumps.
If the data indicated two different motor sizes, the generator was selected based on the larger motor size.
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GNV31031158554.DOCX/103470007 A-8 JANUARY 2011
REV. 5

Appendix B
PDP Lift Stations

APPENDIX B
PDP Lift Stations; Baton Rouge Program
PS number
Number of
Pumps Phase/Voltage Gen Size (KW) PDP Project Number
1 5 3/480 600 CGN-C-0005
2 3 3/480 500 CC-EAST-PS
3 3 3/480 400 CC-EAST-PS
4 3 3/480 1000 CC-EAST-PS
5 5 3/480 (2) 2MW CC-EAST-PS
6 1 3/480 60 CC-EAST-PS
10 1 3/480 125 CC-EAST-PS
13 1 3/480 80 SGC-C-0001
15 2 3/480 400 CGN-C-0005
16 1 3/480 60 SGC-C-0001
18 1 3/240 35 SGC-C-0001
19 1 3/480 125 CGN-C-0005
21 1 3/480 80 SGC-C-0001
23 1 3/480 150 Group Project 1B
27 2 3/240 40
30 1 3/480 80 SGC-C-0001
31 2 3/480 150 SGC-C-0001
35 2 3/480 60 Group Project 1B
38 1 3/240 35 NGS-C-0003
39 2 3/480 60 Group Project 1B
40 1 3/480 40 SGL-C-0002
41 1 3/240 35 SFU-C-0002B
42 6 3/480 3000 CC-WWTP-PS
43 3 3/480 500 NFW-C-0009
44 2 3/480 125 NGS-C-0003
45 4 3/480 2500 Group Project 1B
47 3 3/480 300 Group Project 1B
50 3 3/480 400 SGC-C-0001
54 2 3/480 60 Group Project 1B
55 3 3/240 40 Group Project 1B
56 2 3/480 125 SGL-C-0002
59 5 3/480 600 CGN-C-0005
63 2 3/480 100 NGS-C-0003
64 1 3/480 80 NGS-C-0003
66 2 3/480 80 SGC-C-0001
GNV31031158554.DOCX/103470007 B-1 JANUARY 2011
REV. 5

APPENDIX B
PDP Lift Stations; Baton Rouge Program
PS number
Number of
Pumps Phase/Voltage Gen Size (KW) PDP Project Number
68 1 3/480 80 SGL-C-0002
74 2 3/240 40
75 1 3/240 10 NGS-C-0003
77 1 3/240 20 SFU-C-002B
80 1 3/480 40 NGS-C-0003
86 1 3/480 40 NFE-C-0005
91 1 3/240 125 CC-EAST-PS
94 1 3/480 80 NFE-C-0003
102 1 3/240 40 SGL-C-0002
105 1 3/480 40 NFW-C-0009
107 1 3/480 60 SFL-C-0001
111 2 3/480 125 SFU-C-0001
112 2 3/240 35 SFU-C-0002A
113 1 3/240 100
115 1 3/240 60 SFU-C-0001
118 1 3/240 35 SFL-C-0003
119 2 3/480 125 SGC-C-PS119
120 1 3/240 35 SGL-C-0002
123 1 3/240 35 NFW-C-0009
124 1 3/480 80 NFW-C-0009
127 1 3/240 35 NGS-C-0003
129 1 3/240 35 NGS-C-0003
136 2 3/480 400 CGN-C-0005
139 1 3/240 10 SFU-C-0002B
144 1 3/240 35 NFE-C-0005
148 1 3/240 35 SFU-C-0002A
149 2 3/480 60 SFU-C-0002B
153 1 3/480 40 SFU-C-0002B
157 1 3/240 60 SFU-C-0002A
162 1 3/480 60 SFU-C-0002B
164 1 3/480 60 NFE-C-0005
170 2 3/480 150 SFU-C-0002A
172 1 3/240 20 SFU-C-0002A
174 1 3/240 20 SFU-C-0002B
GNV31031158554.DOCX/103470007 B-2 JANUARY 2011
REV. 5

APPENDIX B
PDP Lift Stations; Baton Rouge Program
PS number
Number of
Pumps Phase/Voltage Gen Size (KW) PDP Project Number
175 2 3/480 80 SFU-C-0002B
182 1 3/480 40 SFL-C-0004
183 2 3/480 150 NFW-C-0010
196 1 3/480 40 NFE-C-0005
201 1 3/240 60 SFU-C-0001
207 1 3/480 40 NFE-C-0005
211 2 3/240 35 SFU-C-0002A
218 1 3/240 35 NFE-C-0005
221 2 3/480 100 SFL-C-0003
223 1 3/480 60 SFL-C-0004
224 2 3/480 80 SFU-C-0002B
227 1 3/240 35 SFU-C-0002B
229 1 3/480 60 SFL-C-0003
231 2 3/480 80 NFE-C-0005
234 1 3/480 40 NFE-C-0005
236 5 3/480 400 SFL-C-0001
239 1 3/240 10 SFL-C-0003
240 1 3/480 100
243 2 3/480 100 NFW-C-0009
244 1 3/480 80 NGS-C-0003
247 2 3/480 125 SFU-C-0002A
249 2 3/480 100 NFE-C-0005
253 1 3/480 20 SFU-C-0002A
271 1 3/240 20 NFE-C-0005
274 2 3/480 60 SFU-C-0002A
275 2 3/480 250 Group Project 1B
277 2 3/480 60 Group Project 1B
278 1 3/240 80 SFL-C-0004
285 1 3/240 20 NFE-C-0005
296 2 3/480 40 SFU-C-0002A
302 3 3/480 100
311 1 3/480 60 SFL-C-0001
313 1 3/240 20 NFE-C-0005
316 2 3/480 150 SFU-C-0002A
GNV31031158554.DOCX/103470007 B-3 JANUARY 2011
REV. 5

APPENDIX B
PDP Lift Stations; Baton Rouge Program
PS number
Number of
Pumps Phase/Voltage Gen Size (KW) PDP Project Number
326 1 3/240 35 SFU-C-0002B
327 1 3/480 40 SFL-C-0004
329 1 3/480 80 SGL-C-0002
336 1 3/480 60 SFL-C-0001
338 1 3/240 60 SFU-C-0001
345 1 3/240 35 SFU-C-0002B
353 1 3/480 40 SFL-C-0004
358 1 3/240 35 SFL-C-0003
365 2 3/480 200 SFL-C-0004
372 1 3/480 80 SFL-C-0004
379 1 3/240 20 SFU-C-0001
382 2 3/480 80 03-RMP-S14
391 1 3/240 20 SFU-C-0002A
402 2 3/240 20 SFU-C-0002A
429 1 3/240 10 NFW-C-0009
503 2 3/480 125 NFW-C-0010
505 3 3/480 800 SFL-C-0001
509 3 3/480 200 NFE-C-0005
511 5 3/480 800 NFE-C-0005
513 2 3/480 250 NFW-C-0009
514 5 3/480 (1) - 1000 ; (1) - 2500 SFL-C-0002
777 2 3/480 300 SFU-C-0002
889 2 3/480 800 SFU-C-0002
897 3 3/480 (2) - 600 kW NFW-C-0004
999 2 3/480 250 SFL-C-0003
100A 2 3/480 250 SFU-C-0002
119N 1 3/480 100 NFW-C-0010
24/24A 4 3/480 400 NFW-C-0010
505A 3 3/480 125 SFL-C-0001
510AA 3 3/480 225 NFE-C-0005
51A 3 3/480 1000 NFW-C-0002
51AA 2 3/480 600 NFW-C-0002
52A 5 3/480 3000 NFW-C-0002
53A 6 3/480 500 SGL-C-0002
GNV31031158554.DOCX/103470007 B-4 JANUARY 2011
REV. 5

APPENDIX B
PDP Lift Stations; Baton Rouge Program
PS number
Number of
Pumps Phase/Voltage Gen Size (KW) PDP Project Number
58A 9 3/480 (3) - 1000 SGC-C-PS58A
5XX 2 3/480 800 SGC-C-0001
7/7A 1 3/480 125 CC-EAST-PS
Choctaw Storage 3 3/480 150 NFW-C-0002
Comite Dr 1 1 3/480 40 NFE-C-0003
Comite Dr 2 1 3/480 20 NFE-C-0003
OXLF (Little Farms) 1 3/480 80 NFW-C-0009
Southdowns 1 3/480 80 CC-EAST-PS
Womens Hospital 2 3/480 SFU-C-0001
Total Number of PS = 147
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GNV31031158554.DOCX/103470007 B-6 JANUARY 2011
REV. 5

SECTION 7
Supervisory Control and Data Acquisition
(SCADA)
7.1 Background
The C-P currently has a very limited SCADA capability at few of its pump stations in the
collection system and at the WWTPs. Without a comprehensive fully integrated SCADA
system, collection system and WWTP operators have to physically change settings and
check each pump station or piece of equipment on a daily to weekly basis, depending on the
criticality of the piece of equipment. If a comprehensive and integrated SCADA system is
put into place, operations of the collection system pump stations and the WWTPs will
become more automated and streamlined and save operator time so that preventive, rather
than reactive, maintenance can be performed. Also, a SCADA system will allow the
collection system pump station operations to be optimized during wet weather to maximize
storage and decrease the peak flows to the WWTPs. The SCADA system will allow quick
overview of the WWTPs and the collection systems at a central location to afford systemwide
efficient operation.
To address this issue, the C-P will install a SCADA system at the South WWTP, the North
WWTP, and all the pump stations in the collection system. The SCADA system for the South
WWTP is being designed as part of the South WWTP – Phase 2 project and is not
summarized in this chapter. The SCADA system for the collection system and the North
WWTP are described in this chapter.
7.2 SCADA Operations Data/Control Center
The SCADA Operations Data/Control Center, as outlined in the SCADA Master Plan
(CH2M HILL, June 2008), is required to provide central collection, storage, and processing of
data from WWTPs and the collection system. The Operations Data/Control Center will
collect, reduce, and archive measurements, alarms and, status information for use by
operators, managers, and engineers. The data center will include centralized information
servers that allows managers and engineers to view process graphics and to generate
reports using visualization application software installed on their business network
workstations.
The centralized information servers provide easy access to data for managers and engineers
to support a number of activities, including regulatory reporting, management oversight,
collection system and treatment capacity and quality analysis, and improvements planning.
In the future, centralized control of the collection system and WWTPs can be accomplished
via the centralized information servers.
The SCADA Operations Data/Control Center will be located at a location to be determined,
with a downtown location preferred. The Baton Rouge Emergency Operations Center will
also house servers and workstations that will allow for monitoring and control of the
GNV31031158555.DOCX/103470008 7-1 JANUARY 2011
REV. 5

SECTION 7. SUPERVISORY CONTROL AND DATA ACQUISITION (SCADA)
WWTPs and collection systems during an emergency. A data monitoring center will be
provided at the Choctaw Collection System Maintenance Facility that is currently being
planned. This data center will allow monitoring (but not control) of the South and North
Collection System pump stations.
The SCADA Operations Data/Control Center is expected to include centralized information
servers integrating the data from the South WWTP SCADA server node (located at the
South WWTP), the future North WWTP SCADA server node (located at the North WWTP),
and the South and North Collection System pump station programmable logic controllers
(PLCs).. Note that the South Collection System includes both the Central Basin pump
stations and South Basin pump stations, since the Central Basin stations will pump to the
South WWTP. The type of data link between the WWTP servers and the centralized
information servers at the SCADA Operations Data/Control Center will be either dedicated
Ethernet “T1” phone lines or fiber optic lines.
As the design of each SCADA subsystem progresses, the requirements noted above will be
further refined based on discussions with the C-P staff.
7.3 Collection System SCADA System
The collection system SCADA system will be used by collection system operators to monitor
and exercise control of collection pump stations in accordance with pump station design
criteria. The overall collection system pump stations will be split in to two groups, namely
the North and the South collection system pump stations. The North collection system
pump stations will report to the North Collection System SCADA servers, located at the
SCADA Operations Data/Control Center, whereas the South Collection System Pump
Stations will report to the South Collection System SCADA servers, located at the SCADA
Operations Data/Control Center. The North and the South Collection System SCADA
servers will then report to the centralized information servers, located at the SCADA
Operations Data/Control Center. Each Collection System monitoring and control system
includes the following major components:
PLCs at each pump station to provide local automatic control and to communicate with
their respective Collection System servers.
The PLCs will communicate with servers located at the SCADA Operations
Data/Control Center in an air conditioned environment with security measures that
limit access to servers and network components. Redundant servers will be provided for
reliability. The process control network collects collection system data and allows mobile
collection system operators to monitor and exercise control of collection system pump
stations without having to visit each pump station. Additionally, diagnostic information
presented to operators can be used to prioritize maintenance activities and to plan
preventive maintenance. An example of where control can be used is to pump down
certain collection system pump stations in advance of a significant wet weather event to
reduce the peak flows that will be experienced at the WWTPs during the wet weather
event.
A wireless communications network to provide reliable communications between the
local pump station PLCs and the servers located at the SCADA Operations
GNV31031158555.DOCX/103470008 7-2 JANUARY 2011
REV. 5

SECTION 7. SUPERVISORY CONTROL AND DATA ACQUISITION (SCADA)
Data/Control Center. It is recommended that wireless communications be accomplished
by a digital cellular network. The collection system pump stations presently under
design will accommodate a future Cellular Radio Modem to be installed in the local
control panel. Details of the Collection System SCADA design will be worked out
during design .
7.4 North Wastewater Treatment Plant
The North WWTP Process Control Network will be used by WWTP operators to monitor
and control North WWTP process equipment in accordance with operations procedures.
The North WWTP network will be designed similar to the SWWTP SCADA System and
include the following major components:
A WWTP Process Control Network housed in an air conditioned environment in the
North WWTP Control room with security measures that limit access to network
components, servers, and workstation computers. The process control network connects
control system components, collects WWTP data and allows WWTP operators to
monitor and control WWTP process equipment. Additionally, diagnostic information
presented to operators can be used to prioritize maintenance activities and to plan
preventive maintenance.
A fiber optic Fast Ethernet local area network (LAN) to provide reliable communications
between the North WWTP PLCs, located in several strategic areas in the plant, and the
North WWTP redundant servers in the control room. A reliable data communication
link (either T1 line or fiber optic) between the North WWTP servers and the centralized
information servers located at the SCADA Operations Data/Control Center, to allow
monitoring of the North WWTP from the control center.
7.5 SCADA Project Delivery Plan
In order to install a SCADA system in a timely manner at all pump stations as well as the
North WWTP, a project delivery plan was developed. The first step in developing the
project delivery plan was to prioritize the pump stations that were to get a SCADA system
using the following criteria:
1) Pump stations to be replaced as a part of PDP
2) Existing pump stations (not impacted by this PDP) that were on DPW staff’s list of
critical pump stations
3) Existing pump stations (not impacted by this PDP) that were not on any of the previous
lists (with larger pump stations getting higher priority than smaller pump stations).
The WWTPs were prioritized based on the PDP and Draft Master Plan projects. As
mentioned above, the South WWTP SCADA system will be installed as part of the South
WWTP – Phase 2 project, with the system funded as part of the overall project. The North
WWTP SCADA system will be designed and installed as part of the North WWTP Master
Plan project, and associated costs are presented below and also in Section 5.5 North WWTP
Master Plan Improvements Table 5-25. The existing Central WWTP will not receive a
SCADA system, since current plans call for it to be decommissioned.
GNV31031158555.DOCX/103470008 7-3 JANUARY 2011
REV. 5

SECTION 7. SUPERVISORY CONTROL AND DATA ACQUISITION (SCADA)
The schedule of the project delivery is based on this prioritization. The project delivery plan
involves design of the system components in three projects in 2010 and 2011. Construction
will then commence in 2011 and continue throughout the program duration. Table 7-1
shows the cost summary for the projects.
TABLE 7-1
SCADA Cost Summary
Item
North WWTP SCADA – construction $2,302,000
Collection System SCADA – construction $12,902,000
SCADA Operations Data/Control Center – construction $1,214,000
Total $16,418,000
In order to deliver these projects in a timely manner, the following criteria were used to
develop the project delivery plan.
A 5-year renewable maintenance contract is required for the service of the entire SCADA
system.
PDP Pump stations will be designed SCADA-ready.
SCADA components (antenna modem, and PLC, where needed) will be provided by a
SCADA vendor (systems integrator) and installed by a general contractor. For PDP
pump stations and the North WWTP, the general contractor will be the general
contractor for the entire project.
The collection system SCADA will be separated by North and South, so that the North
Collection System will communicate with the North WWTP and the South Collection
System (consisting of both South and Central Basin pump stations) will communicate
with the South WWTP.
The SCADA vendor will be selected by a bidding process. The contract will be based on
the number of pump stations to receive SCADA per year, with a unit price given for
each type of unit for each year. The North WWTP SCADA system will be designed and
bid separately from the collection system SCADA.
The South WWTP SCADA system will be delivered on the Program schedule by 2014,
when the South WWTP – Phase 2 project is scheduled to be completed.
The North WWTP SCADA system will be delivered when the Master Plan project is
implemented in 2015 or beyond.
With these criteria in mind, the following project delivery plan was developed.
1) C-P will finalize a location for SCADA Operations Data/Control Center, preferably in a
downtown location.
2) PM will develop a plan to remodel roughly 300 existing pump stations that are not being
upgraded in the Program. Each pump station will need new SCADA equipment, with
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SECTION 7. SUPERVISORY CONTROL AND DATA ACQUISITION (SCADA)
some pump stations also requiring new controllers to be able to communicate with the
SCADA equipment.
3) PM will develop a plan to connect pump stations being replaced/added in the Program
to the SCADA system. Instructions will be provided to the design engineers for PDP
projects to allow for connection of these stations to the SCADA system in the future by
4 th quarter 2010.
4) PM will develop a project definition to implement a SCADA system at the North
WWTP. This project definition will be completed in 2014 in conjunction with the overall
North WWTP Master Plan project.
5) PM will prepare plans and specifications for the SCADA Operations Data/Control
Center and collection system SCADA components (both PDP and non-PDP stations) in
2010. This project will be ready to bid for construction in early 2011.
6) PM or a design engineer will prepare plans and specifications for the North WWTP
SCADA at a date to be determined.
With this project delivery plan, the collection system and the South WWTP will have a
SCADA system by the end of the Program (December 31, 2014). The North WWTP SCADA
system will not be implemented prior to the end of the Program, since it is a Master Plan
issue, not a wet weather issue. The timeline for construction of the North WWTP SCADA
system will be dependent on the available funding.
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