JA4 Barksdale_Wastewater_v07_07Feb11.pdf

AIR FORCE UTILITIES PRIVATIZATION - REQUEST FOR PROPOSAL (RFP) ATTACHMENT JA4

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ATTACHMENT JA4

Barksdale AFB Wastewater Collection System

Table of Contents

JA4 BARKSDALE AFB WASTEWATER COLLECTION SYSTEM ................................. JA4-2

JA4.1 BARKSDALE AFB OVERVIEW .............................................................................................. JA4-2 JA4.2 WASTEWATER COLLECTION SYSTEM DESCRIPTION ......................................................... JA4-2

JA4.2.1 Wastewater Collection System Fixed Equipment Inventory ..................................... JA4-3 JA4.2.2 Wastewater Collection System Non-Fixed Equipment and Specialized Tools ........ JA4-10 JA4.2.3 Wastewater Collection System Manuals, Drawings, and Records .......................... JA4-11

JA4.3 SPECIFIC SERVICE REQUIREMENTS ................................................................................... JA4-11 JA4.4 CURRENT SERVICE ARRANGEMENT ................................................................................. JA4-12 JA4.5 METERING .......................................................................................................................... JA4-12

JA4.5.1 Existing Meters ........................................................................................................ JA4-12 JA4.5.2 Required New Meters ............................................................................................... JA4-12

JA4.6 MONTHLY SUBMITTALS .................................................................................................... JA4-12 JA4.7 INFILTRATION AND INFLOW (I&I) PROJECTS................................................................... JA4-13 JA4.8 SERVICE AREA .................................................................................................................... JA4-13 JA4.9 OFF-INSTALLATION SITES ................................................................................................. JA4-13 JA4.10 SPECIFIC TRANSITION REQUIREMENTS .......................................................................... JA4-13 JA4.11 INITIAL SYSTEM DEFICIENCY CORRECTIONS (ISDC) .................................................... JA4-14 JA4.12 RIGHT OF ACCESS TO THE UTILITY SYSTEM ................................................................... JA4-14

JA4.12.1 Map of the Utility System ...................................................................................... JA4-14 JA4.12.2 Lateral Extent of the Right-of-Access, and Points of Demarcation ....................... JA4-14 JA4.12.3 Environmental Baseline Survey ............................................................................. JA4-18

LIST OF TABLES

TABLE 1 - FIXED INVENTORY ......................................................................................................... JA4-4 TABLE 2 - SPARE PARTS ............................................................................................................... JA4-11

TABLE 3 - SPECIALIZED VEHICLES AND TOOLS .......................................................................... JA4-11 TABLE 4 - MANUALS, DRAWINGS, AND RECORDS .................................................................... JA4-11 TABLE 5 - EXISTING METERS........................................................................................................ JA4-12 TABLE 6 - REQUIRED NEW METERS ............................................................................................ JA4-12

TABLE 7 - INFILTRATION AND INFLOW PROJECTS ..................................................................... JA4-13 TABLE 8 - SERVICE CONNECTIONS AND DISCONNECTIONS ..................................................... JA4-14 TABLE 9 - INITIAL SYSTEM DEFICIENCY CORRECTIONS ............................................................ JA4-14 TABLE 10 - STANDARD POINTS OF DEMARCATION .......... JA4-ERROR! BOOKMARK NOT DEFINED.

TABLE 11 - UNIQUE POINTS OF DEMARCATION ........................................................................ JA4-16

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JA4 Barksdale AFB Wastewater Collection System

JA4.1 Barksdale AFB Overview

Barksdale Air Force Base is located in the northwest portion of Louisiana, within the Shreveport-Bossier City Metropolitan Statistical Area (MSA). Accessible by I-20 (east-west) and I-49 (north-south), Barksdale AFB is approximately 180 miles east of Dallas and 312 miles northwest of New Orleans. Occupying nearly 22,000 acres of land, the Base is bounded by Louisiana Highway 71 on the west and U.S. Highway I-20 on the north.

Barksdale AFB is hosted by the 2d Bomb Wing and is currently home for a number of active duty and reserve component units, including Headquarters Eighth Air Force and the 917th Wing (Air Force Reserve Wing). Units within the 2d Bomb Wing include the 2d Operations

Group, the 2d Logistics Group, the 2d Support Group, and the 2d Medical Group.

Construction of the airfield began in 1931. Barksdale Field was formally dedicated on February 2, 1933, marking the culmination of concerted community action to bring the airfield to the Shreveport area. Weeklong activities in February 1993 marked the 60th anniversary of Barksdale AFB. This celebration included the acceptance of a National Registry of Historic Places certificate placing 264 buildings constructed between 1930 and 1938 in the Barksdale Field Historic District.

The current mission of the 2d Bomb Wing is to develop and maintain operational capability to conduct strategic warfare as an Air Force Global Strike Command Base. The primary assets of the Wing are three active Bomb Squadrons, each composed of B-52H bombers. The 2d Bomb Wing provides global combat capability and trains all B-52 combat crews.

The 917th Wing is a composite wing that operates and maintains both the A-10 Thunderbolt and the B-52H Stratofortress.

The addition of the B-52H to the 917th Wing and the removal of the KC-10 and KC-135 aerial refueling aircraft in 1994 have resulted in a number of changes in the maintenance facilities. On-going projects have focused on consolidating functions and expanding those facilities used by the 917th Wing. There are no other known new missions or planned changes that would significantly affect the current operations, support, personnel, or utility functions at Barksdale AFB.

As of June 2007, the population of Barksdale AFB included approximately 7,306 active and reserve military personnel as well as approximately 1,859 civilian employees.

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JA4.2 Wastewater Collection System Description

JA4.2.1 Wastewater Collection System Fixed Equipment Inventory

The Barksdale AFB wastewater collection system consists of all appurtenances physically connected to the collection system from the point of demarcation defined by the Right of Access. The collection system consists of the items listed in Table 1 “Fixed Inventory Wastewater Collection System” in Section JA4.2.1.2 Inventory. The actual inventory of items sold will be in the bill of sale at the time the system is transferred. The following description and inventory is included to provide the Offeror with a general understanding of the size and configuration of the collection system. The Government makes no representation that the inventory is accurate. The Offeror shall base its proposal on the Table 1 inventory below. However, the Offeror should use the following reference points for developing other aspects of its proposal: site inspections, information in the technical library, and other pertinent information.

Specifically excluded from the wastewater collection system privatization are:

All meters

Oil water separators

Grease traps

Storm sewers

Flight Line

Military Family Housing (MFH)

Munitions Storage Area (MSA)

Family Campground

Telemetry alarm systems

Clairborne Air Force Range

JA4.2.1.1 Description

Barksdale AFB wastewater collection system is connected to the off base Bossier City Red River Treatment Plant. There is no on-base treatment plant. All wastewater generated at Barksdale AFB is collected via a network of piping that makes up the base’s sanitary sewer collection system. The collection system consists of gravity mains, brick and precast manholes, sewage lift stations, and force mains. The burial depth for the wastewater mains ranges from 3 feet to 12 feet with an average depth of 8 feet. Tracer wire and marking tape was installed with all PVC mains. A series of sewage lift stations and associated force mains are located throughout the installation to pump wastewater through the collection system where gravity flow is not possible. The Base uses a Monaco Telemetry Alarm System for the Crawfish, Davis Ave, BX, Wing HQ and Warrior Center lift stations to provide remote notification in the event of pump or power failures, high water levels, or any other operational problems.

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All collected wastewater is pumped via two main lift stations (LS 3455 and 4727) on the west side of the Base to the Bossier City collection system and is treated at the Red River wastewater treatment plant (WWTP). The wastewater is metered at two City of Bossier owned meters; one located at the hospital and one located at the West Gate. There is approximately 3,300 LF of pipe located off-base, which is used as connection between the 2 main lift stations and the Bossier City collection system.

JA4.2.1.2 Inventory

Table 1 provides a general list of the major wastewater collection system fixed assets for the Barksdale AFB wastewater collection system included in the sale. The design life column indicated in Table 1 is used by the Government in the development of the Government Should Cost Estimate. The design life is not mandated in the Offeror’s proposal. However, the proposal must clearly explain the use of any system component design life that significantly differs from the published Government design life.

TABLE 1

Fixed Inventory Wastewater Collection System

Item Size Quantity Unit Approximate Year of

Construction

Design Life

(Years)

Line

Asbestos Cement Pipe 12" 1711 LF 1955 40

Cast Iron Pipe 4" 94 LF 1965 50

Cast Iron Pipe 4" 499 LF 1975 50

Cast Iron Pipe 6" 775 LF 1932 50

Cast Iron Pipe 6" 1335 LF 1965 50

Cast Iron Pipe 8" 1762 LF 1932 50

Cast Iron Pipe 8" 536 LF 1933 50

Cast Iron Pipe 8" 192 LF 1941 50

Cast Iron Pipe 8" 2150 LF 1950 50

Cast Iron Pipe 8" 390 LF 1966 50

Cast Iron Pipe 10" 1041 LF 1932 50

Cast Iron Pipe 10" 514 LF 1950 50

Concrete Pipe 8" 1510 LF 1950 40

CI or VCP w/ Point Repair 6" 709 LF 1997 50

CI or VCP w/ Point Repair 8" 1549 LF 1997 50

CI or VCP w/ Point Repair 10" 945 LF 1997 50

CI or VCP w/ Point Repair 12" 440 LF 1997 50

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TABLE 1

Fixed Inventory Wastewater Collection System

Item Size Quantity Unit Approximate Year of

Construction

Design Life

(Years)

Fold & Formed CI or VCP 6" 406 LF 1997 50

Fold & Formed CI or VCP 8" 3423 LF 1997 50

Fold & Formed CI or VCP 10" 582 LF 1997 50

HDPE U-liner 8" 515 LF 1997 75

HDPE U-liner 10" 2078 LF 1997 75

PVC Pipe 2" 817 LF 1986 50

PVC Pipe 4" 19243 LF 1997 50

PVC Pipe 6" 102 LF 1983 50

PVC Pipe 6" 370 LF 1992 50

PVC Pipe 6" 16819 LF 1998 50

PVC Pipe 8" 759 LF 1981 50

PVC Pipe 8" 2785 LF 1982 50

PVC Pipe 8" 110 LF 1990 50

PVC Pipe 8" 692 LF 1991 50

PVC Pipe 8" 213 LF 1996 50

PVC Pipe 8" 705 LF 1997 50

PVC Pipe 8" 2219 LF 1999 50

PVC Pipe 8" 346 LF 2000 50

PVC Pipe 8" 950 LF 2001 50

PVC Pipe 8" 236 LF 2006 50

PVC Pipe 10" 2939 LF 1997 50

PVC Pipe 12" 1864 LF 1997 50

PVC Pipe 12" 4404 LF 1998 50

PVC Pipe 12" 1909 LF 2000 50

PVC Pipe 12" 331 LF 2004 50

PVC Pipe 15" 2219 LF 1997 50

PE Pipe, Off Base Connection 12" 3300 LF 2007 50

Vitrified Clay Pipe 2" 2986 LF 1971 50

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Wastewater Collection System

Item Size Quantity Unit Approximate Year of

Construction

Design Life

(Years)

Vitrified Clay Pipe 4" 593 LF 1935 50

Vitrified Clay Pipe 4" 1841 LF 1955 50

Vitrified Clay Pipe 6" 302 LF 1955 50

Vitrified Clay Pipe 6" 1217 LF 1959 50

Vitrified Clay Pipe 6" 214 LF 1968 50

Vitrified Clay Pipe 6" 77 LF 1969 50

Vitrified Clay Pipe 6" 314 LF 1971 50

Vitrified Clay Pipe 8" 1885 LF 1934 50

Vitrified Clay Pipe 8" 210 LF 1935 50

Vitrified Clay Pipe 8" 1316 LF 1940 50

Vitrified Clay Pipe 8" 6340 LF 1951 50

Vitrified Clay Pipe 8" 1133 LF 1953 50

Vitrified Clay Pipe 8" 318 LF 1954 50

Vitrified Clay Pipe 8" 1737 LF 1955 50

Vitrified Clay Pipe 8" 241 LF 1956 50

Vitrified Clay Pipe 8" 961 LF 1960 50

Vitrified Clay Pipe 8" 712 LF 1967 50

Vitrified Clay Pipe 8" 146 LF 1969 50

Vitrified Clay Pipe 8" 309 LF 1971 50

Vitrified Clay Pipe 8" 508 LF 1976 50

Vitrified Clay Pipe 8" 417 LF 1978 50

Vitrified Clay Pipe 10" 309 LF 1940 50

Vitrified Clay Pipe 10" 6644 LF 1951 50

Vitrified Clay Pipe 10" 4286 LF 1955 50

Vitrified Clay Pipe 10" 446 LF 1958 50

Manholes

Brick MH 4' x 6' 11 EA 1950 50

Brick MH 4' x 8' 6 EA 1930 50

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Wastewater Collection System

Item Size Quantity Unit Approximate Year of

Construction

Design Life

(Years)

Brick MH 4' x 8' 6 EA 1935 50

Brick MH 4' x 8' 6 EA 1940 50

Brick MH 4' x 8' 78 EA 1950 50

Brick MH 4' x 8' 11 EA 1955 50

Brick MH 4' x 8' 3 EA 1960 50

Brick MH 4' x 8' 7 EA 1970 50

Brick MH 4' x 12' 1 EA 1950 50

Brick MH 4' x 12' 1 EA 1960 50

Epoxy-Sealed Brick MH 4' x 6' 2 EA 1997 50

Epoxy-Sealed Brick MH 4' x 6' 23 EA 2001 50

Epoxy-Sealed Brick MH 4' x 8' 2 EA 1997 50

Epoxy-Sealed Brick MH 4' x 8' 7 EA 2001 50

Epoxy-Sealed Brick MH 4' x 12' 2 EA 1997 50

Epoxy-Sealed Brick MH 4' x 12' 6 EA 2001 50

Epoxy-Sealed Concrete MH 4' x 6' 6 EA 2001 50

Fiberglass Lined Brick MH 4' x 6' 6 EA 2001 50

Fiberglass Lined Brick MH 4' x 8' 2 EA 2001 50

Fiberglass Lined Brick MH 4' x 12' 6 EA 2001 50

Concrete MH 4' x 8' 1 EA 1994 50

Concrete MH 4' x 8' 5 EA 1997 50

Concrete MH 4' x 8' 1 EA 1999 50

Concrete MH 4' x 10' 8 EA 2001 50

Concrete MH 4' x 12' 1 EA 1997 50

Refurbished Brick MH 4' x 6' 3 EA 1997 50

Refurbished Brick MH 4' x 8' 7 EA 1997 50

Refurbished Brick MH 4' x 8' 2 EA 2001 50

Refurbished Brick MH 4' x 12' 7 EA 1997 50

Refurbished Brick MH 4' x 12' 2 EA 1999 50

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Wastewater Collection System

Item Size Quantity Unit Approximate Year of

Construction

Design Life

(Years)

Refurbished Brick MH 4' x 12' 7 EA 2001 50

Lift Stations

LS 1401 PPC&E 2 HP 2 EA 2003 15

LS 1401 Wet Well 4' ID x 15' 1 EA 2003 50

LS 1511 PPC&E 1 HP 2 EA 2005 15

LS 1511 Wet Well 4' ID x 15' 1 EA 2005 50

LS 1924 PPC&E 5 HP 2 EA 1957 15

LS 1924 Wet Well 4' ID x 15' 1 EA 1957 50

LS 1956 PPC&E 5 HP 2 EA 1952 15

LS 1956 Wet Well 4' ID x 15' 1 EA 1952 50

LS 2926 PPC&E 2 HP 2 EA 1969 15

LS 2926 Wet Well 4' ID x 15' 1 EA 1969 50

LS 3455 PPC&E 30 HP 2 EA 2005 15

LS 3455 Wet Well 6' ID x 15' 1 EA 2005 50

LS 3455 Generator 60 kW 1 EA 2005 25

LS 3455 Generator Concrete Pad 6" 36 SF 2005 60

LS 3455 Building 465 SF 1 EA 2005 50

LS 3932 PPC&E 5 HP 2 EA 1990 15

LS 3952 Wet Well 4' ID x 15' 1 EA 1990 50

LS 4126 PPC&E 2 HP 2 EA 2008 15

LS 4126 Wet Well 4' ID x 15' 1 EA 2008 50

LS 4511 PPC&E 2 HP 1 EA 1985 15

LS 4511 Wet Well 4' ID x 15' 1 EA 1985 50

LS 4727 PPC&E 77 HP 3 EA 1998 15

LS 4727 Wet Well 6' ID x 15' 1 EA 1998 50

LS 4727 Generator 200 kW 1 EA 1998 25

LS 4727 Generator Concrete Pad 6" 36 SF 1998 60

LS 4727 Building 195 SF 1 EA 1998 50

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Wastewater Collection System

Item Size Quantity Unit Approximate Year of

Construction

Design Life

(Years)

LS 5343 PPC&E 2 HP 2 EA 1965 15

LS 5343 Wet Well 4' ID x 15' 1 EA 1965 50

LS 5546 PPC&E 5 HP 2 EA 1979 15

LS 5546 Wet Well 4' ID x 15' 1 EA 1979 50

LS 5937 PPC&E 2 HP 2 EA 1972 15

LS 5937 Wet Well 4' ID x 15' 1 EA 1972 50

LS 5948 PPC&E 30 HP 2 EA 1970 15

LS 5948 Wet Well 4' ID x 15' 1 EA 1970 50

LS 5948 Generator 20 kW 1 EA 1970 25

LS 5948 Generator Concrete Pad 6" 36 SF 1970 60

LS 6019 PPC&E 2 HP 2 EA 2003 15

LS 6019 Wet Well 4' ID x 15' 1 EA 2003 50

LS 6049 PPC&E 5 HP 2 EA 2005 15

LS 6049 Wet Well 4' ID x 15' 1 EA 2005 50

LS 6109 PPC&E 2 HP 2 EA 2003 15

LS 6109 Wet Well 4' ID x 15' 1 EA 2003 50

LS 6353 PPC&E 2 HP 2 EA 1999 15

LS 6353 Wet Well 4' ID x 15' 1 EA 1999 50

LS 6362 PPC&E 2 HP 2 EA 2001 15

LS 6362 Wet Well 4' ID x 15' 1 EA 2001 50

LS 6393 PPC&E 5 HP 2 EA 2003 15

LS 6393 Wet Well 4' ID x 15' 1 EA 2003 50

LS 6459 PPC&E 2 HP 2 EA 2009 15

LS 6459 Wet Well 4' ID x 15' 1 EA 2009 50

LS 6569 PPC&E 5 HP 2 EA 1985 15

LS 6569 Wet Well 4' ID x 15' 1 EA 1985 50

LS 6805 PPC&E 5 HP 2 EA 1986 15

LS 6805 Wet Well 4' ID x 15' 1 EA 1986 50

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Wastewater Collection System

Item Size Quantity Unit Approximate Year of

Construction

Design Life

(Years)

LS 7051 PPC&E 5 HP 2 EA 1986 15

LS 7051 Wet Well 4' ID x 15' 1 EA 1986 50

LS 7260 PPC&E 5 HP 2 EA 2009 15

LS 7260 Wet Well 4' ID x 15' 1 EA 2009 50

LS 7300 PPC&E 2 HP 1 EA 2001 15

LS 7300 Wet Well 4' ID x 15' 1 EA 2001 50

LS 7619 PPC&E 5 HP 2 EA 1991 15

LS 7619 Wet Well 4' ID x 15' 1 EA 1991 50

LS 7644 PPC&E 5 HP 2 EA 1981 15

LS 7644 Wet Well 4' ID x 15' 1 EA 1981 50

LS 7669 PPC&E 5 HP 2 EA 1977 15

LS 7669 Wet Well 4' ID x 15' 1 EA 1977 50

LS 7768 PPC&E 5 HP 2 EA 1960 15

LS 7768 Wet Well 4' ID x 15' 1 EA 1960 50

LS 97115 PPC&E 5 HP 2 EA 1997 15

LS 97115 Wet Well 4' ID x 15' 1 EA 1997 50

LS 97500 PPC&E 5 HP 2 EA 1999 15

LS 97500 Wet Well 4' ID x 15' 1 EA 1999 50

Notes:

CI = Cast iron VCP = Vitrified clay pipe PVC = polyvinyl chloride HDPE = High density polyethylene lf = linear feet MH = Manhole ea = each LS = Lift station PPC&E = Pumps, piping, controls and electrical

JA4.2.2 Wastewater Collection System Non-Fixed Equipment and Specialized Tools

Table 2 lists other ancillary equipment (spare parts) and Table 3 lists specialized vehicles and tools included in the purchase. Offeror shall field verify all equipment, vehicles, and tools prior to submitting a bid. Offeror shall make its own determination of the adequacy of all equipment, vehicles, and tools.

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TABLE 2

Spare Parts Wastewater Collection System

Item Make/Model Description Quantity Remarks

None

TABLE 3

Specialized Vehicles and Tools Wastewater Collection System

Item Make/Model Description Quantity Remarks

None

JA4.2.3 Wastewater Collection System Manuals, Drawings, and Records

Table 4 lists the manuals, drawings, and records that will be transferred with the system.

TABLE 4

Manuals, Drawings, and Records Wastewater Collection System

Item Description Quantity Remarks

Utility Drawings GIS Data, Auto CAD G tabs Various ---

AF 7115 Real Property Records 1 Dated: February 2010

FY 09 Utility Bills Historical Bills 1

Barksdale AFB General Plan

Published Document 1

AF 3556 Utility Sales Rates Consumption 1 Dated: November 2009

JA4.3 Specific Service Requirements

Service requirements for this wastewater collection system are as defined in the RFP Section C, Description/Specifications/Work Statement. The following requirements are specific to the base wastewater collection system and are in addition to those found in Section C

1. The Government will provide the electricity, natural gas, and water commodities and the wastewater collection required to operate and maintain the systems being privatized at no cost to the System Owner (SO). The Government will also provide any infrastructure necessary to connect the facilities required to operate and maintain the systems being privatized to electricity, natural gas, water, and wastewater collection services at no cost to the SO. If fuel oil or propane is required to operate emergency generators, purchase and supply of that fuel oil or propane will be the responsibility of the SO.

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2. The City of Bossier City Industrial Wastewater Discharge Permit Number BC002 cannot be re-assigned, transferred, or sold without the approval of the City of Bossier City Director of Public Utilities. Obtaining such approval or acquiring a replacement discharge permit is the sole responsibility of the SO.

JA4.4 Current Service Arrangement

Wastewater is pumped to the Bossier City Collection System under the terms of the City of Bossier City Industrial Wastewater Discharge Permit Number BC002 and is carried to the Red River Wastewater Treatment Plant. Regular outflow amounts for study period FY2009 are listed below.

Annual Usage 133,172 kGal Monthly Average 11,098 kGal Daily Average 365 kGal

JA4.5 Metering

JA4.5.1 Existing Meters

Table 5 provides a list of the existing (at the time of contract award) meters that will be transferred to the SO. The SO shall provide monthly meter readings for all meters listed below.

TABLE 5

Existing Meters Wastewater Collection System

Meter Location Meter Size Remarks

JA4.5.2 Required New Meters

The SO shall install and calibrate new meters as listed in Table 6.

TABLE 6

Required New Meters Wastewater Collection System

Meter Location Meter Size Remarks

None

JA4.6 Monthly Submittals

The SO shall provide the Government with monthly submittals for the following:

1. Outage Report. The SO’s monthly outage report (blockage and overflow information) will be prepared in the format proposed by the SO and accepted by the

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Contracting Officer. Outage reports shall be submitted by the 25th of each month for the previous month. Outage reports shall be submitted to:

Organization/Office Symbol: 2 CES/CECN Address: 334 Davis Ave. W. #200 Barksdale AFB, LA 71110-2078 Phone number: 318-456-3076

2. Infiltration and Inflow Report. The SO shall submit an Infiltration and Inflow report in a format proposed by the SO and accepted by the Contracting Officer. The report shall be submitted by the 25th of each month for the previous month.

Organization/Office Symbol: 2 CES/CECN Address: 334 Davis Ave. W. #200 Barksdale AFB, LA 71110-2078 Phone number: 318-456-3076

JA4.7 Infiltration and Inflow (I&I) Projects

The following projects listed in Table 7 have been implemented by the Government for managing and monitoring I&I.

TABLE 7

Infiltration and Inflow Projects Wastewater Collection System

Project Location Project Description

JA4.8 Service Area

The current service area is defined as all areas within the Barksdale AFB boundaries, except as specifically excluded in Section JA4.2.1.

JA4.9 Off-Installation Sites

No off-installation sites are included in the sale of the Barksdale AFB wastewater collection system except for the 1,800 LF and 1,500 LF connections to the City of Bossier wastewater collection system, (see Table 11, Unique Points of Demarcation).

JA4.10 Specific Transition Requirements

Table 8 provides a list of service connections and disconnections required upon transfer.

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TABLE 8

Service Connections and Disconnections Wastewater Collection System

Location Description

None

JA4.11 Initial System Deficiency Corrections (ISDC)

Table 9 provides a list of ISDC projects the Government has planned for this system. The Government recognizes these projects represent current deficiencies associated with the system. If the system is sold, the Government will not accomplish these projects. The SO shall determine the actual need and timing of any and all such projects.

TABLE 9

Initial System Deficiency Corrections Wastewater Collection System

Project Location Project Description

None

JA4.12 Right of Access to the Utility System

No leased property was identified with the Wastewater Collection system except for the 1,800 LF and 1,500 LF connections to the City of Bossier wastewater collection system.

Leases associated with this land are transferrable to the SO.

JA4.12.1 Map of the Utility System

Maps from the Base Comprehensive Plan or other drawings show the known locations of the utility system and are available in the technical library at the base civil engineer organization. Portions of the utility system may not be fully shown on the map or maps.

Any such failure to show the complete utility system on the map or maps shall not be interpreted as that part of the utility system being outside the Installation. The Installation is co-extensive with the entire linear extent of the utility system sold to Grantee (SO), whether or not precisely shown on the map or maps.

JA4.12.2 Lateral Extent of the Right-of-Access, and Points of Demarcation

JA4.12.2.1 Lateral Extent of Utility System Right-of-Access

For pipe sizes of 24 inches in diameter and less, the lateral extent of the Right-of-Access is defined as 26-feet-wide, extending 13 feet on each side of the utility system, as installed.

For pipe sizes of greater than 24 inches in diameter, the lateral extent of the Right-of-Access is defined as 50-feet-wide, extending 25 feet on each side of the utility system, as installed.

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JA4.12.2.2 Utility System Points of Demarcation

The point of demarcation (POD) is defined as the point on the utility system where ownership changes from the utility SO to the facility owner. Table 10 identifies the type and general location of the point of demarcation with respect to the facility for each scenario.

TABLE 10

Standard Points of Demarcation Wastewater Collection System

Point of Demarcation Applicable Scenario Sketch

POD is the upstream side of the cleanout device.

A sewer system cleanout is located on the service line within 10 feet of the exterior of the structure.

POD is where the service line exits the structure.

Note: A cleanout device should be installed within 10 feet of the structure during any stoppage or maintenance action. When this is accomplished, the upstream side of this cleanout device will become the new POD.

A sewer system cleanout is not located on the service line within 10 feet of the exterior of the structure.

POD is the downstream side of the Grease Trap, Oil Water Separator, or Pretreatment System.

A grease trap, oil water separator, or pretreatment system is located on the service line.

POD is at the inlet side of the connection to the septic tank

The sewer system discharges to a septic tank

POD is where the overhead conductor is connected to the service entrance mast.

Note: If an electric meter is present or is to be installed, the Government is the owner and maintainer of the electric meter and the can, regardless of their location. The wastewater utility owner owns the service entrance mast and all wiring on the load side of the POD.

Electric power is provided to a wastewater facility via an overhead service drop. This configuration could be found at facilities dedicated to the wastewater utility such as a lift station or wastewater treatment plant.

POD is the secondary terminal of the transformer.

Note: If an electric meter is present or is to be installed, the Government is the owner and maintainer of the electric meter and the can, regardless of their location. The wastewater utility owner owns all

Electric power is provided to a wastewater facility via an underground service connection.

This configuration could be found at facilities dedicated to the wastewater utility such as a lift station or wastewater treatment plant.

Structure

Service Line

Point of Demarcation

Collection Main

Structure

Service Line

Point of Demarcation

Pipe Cleanout

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TABLE 10

Standard Points of Demarcation Wastewater Collection System

Point of Demarcation Applicable Scenario Sketch wiring on the load side of the POD.

WITHIN HOUSING AREAS

POD is where the service line connects to the wastewater main.

Residential structure.

There may or may not be a sewer system cleanout device located on the service line.

Structure

Service

Line

Point of Demarcation

Collection Main

Collection Main

Pipe

Cleanout

Table 11 lists anomalous “unique” points of demarcation that do not fit any of the above scenarios. These unique points of demarcation shall take precedence over the standard points of demarcation shown in Table 10.

TABLE 11

Unique Points of Demarcation Wastewater Collection System

Location POD Description

Historic District Housing, North West inlet side of Housing owned MH located between Facility #2600 and 2604.

Historic District Housing, North Outlet side of Housing owned MH located south of Facility #2060.

Historic District Housing, North West and southwest inlet side of MH located at intersection of Davis and Orville Wright.

Historic District Housing, North West inlet side of MH located east of Facility #2354 along Davis.

Historic District Housing, South Southwest inlet side of Housing owned MH located between Facility #3483 and 3479.

Historic District Housing, South Outlet side of Housing owned MH located north of Facility #3161.

Historic District Housing, South Southwest inlet side of MH located at intersection of Bong and Kenney.

Historic District Housing, South West inlet side of MH located between Davis and Facility #3863.

Historic District Housing, South West inlet side of MH located at intersection of Davis and Luke.

Historic District Housing, South Southeast inlet side of MH located between Facility #3728 and 3739.

(Attachment JA4 Wastewater Collection System Template – SEPTEMBER 2009_REV MAY 2010) User Edited: v07 07Feb11

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TABLE 11

Unique Points of Demarcation Wastewater Collection System

Location POD Description

Historic District Housing, South Outlet side of MH located between Facility #3725 and Kenney.

Historic District Housing, South Outlet side of MH located between Facility #3246 and Fairchild.

Capehart / Heritage Heights Housing

Outlet side of Housing owned lift station 8084.

Weapons Storage Area Outlet side of MH located between the northern WSA security fence and Range Rd, southwest of Facility #7056.

Weapons Storage Area Inlet side of MH located north of Range Rd between Facility# 7261 and northwest corner of WSA security fence.

Weapons Storage Area Inlet side of MH located between Facility #7700 and the west side of WSA security fence.

Weapons Storage Area West inlet of USAF owned MH located west of WSA security fence, northeast of Facility #7297.

Flight Line Inlet side of USAF owned MH located west of Facility #7704 near the security fence.

Flight Line Outlet side of USAF owned MH located southeast of Facility #6854 near the security fence.

Flight Line North inlet side of MH located south of Facility #6830 and 6836.

Flight Line East inlet side of MH located near the northwest side of Facility# 6825.

Flight Line East inlet side of MH located west of Facility #6638 near the security fence.

Flight Line Outlet side of USAF owned MH located north of Facility #5946.

Flight Line Outlet side of USAF owned MH located north of Facility #5930 near Twining.

Flight Line Outlet side of USAF owned MH located near Facility #T6606.

Flight Line Outlet side of USAF owned MH located west of Facility #6215 near the security fence.

Flight Line Inlet side of MH located west of Facility #6048 on the west side Range Rd.

Family Campground Inlet side of MH north of Facility #7678, along northeast side of Range Rd.

Off Base Connection to Bossier City, North

Inlet side of Bossier City owned MH located approximately 1,800 LF west of Base, near crossing of Westgate Dr over Arthur Ray Teague Pkwy.

Off Base Connection to Bossier City, South

Inlet side of Bossier City owned MH located approximately 1,500 LF west of Base, between Arthur Ray Teague Pkwy and Barksdale Blvd.

Hospital Meter Pit Inlet side of City of Bossier owned meter

Hospital Meter Pit Outlet side of City of Bossier owned meter

West Gate Meter Pit Inlet side of City of Bossier owned meter

West Gate Meter Pit Outlet side of City of Bossier owned meter

(Attachment JA4 Wastewater Collection System Template – SEPTEMBER 2009_REV MAY 2010) User Edited: v07 07Feb11

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JA4.12.3 Environmental Baseline Survey

The Air Force has determined that it is not required to conduct an EBS in regard to the sale of this utility system.