J3Water.pdf

RFP TEMPLATE REVISED 21 MAR 08 AIR FORCE UTILITIES PRIVATIZATION

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ATTACHMENT J3

MacDill AFB Water Distribution System

Table of Contents

MACDILL AFB WATER DISTRIBUTION SYSTEM .................................................................................... I

J3 MACDILL AFB WATER DISTRIBUTION SYSTEM

J3.1 MACDILL AFB OVERVIEW

J3.2 WATER DISTRIBUTION SYSTEM DESCRIPTION

J3.2.1 Water Distribution System Fixed Equipment Inventory J3.2.1.1 Description J3.2.1.2 Inventory

J3.2.2 Water Distribution System Non-Fixed Equipment and Specialized Tools J3.2.3 Water Distribution System Manuals, Drawings, and Records

J3.3 SPECIFIC SERVICE REQUIREMENTS

J3.4 CURRENT SERVICE ARRANGEMENT

J3.5 SECONDARY METERING

J3.5.1 Existing Secondary Meters J3.5.2 Required New Secondary Meters

J3.6 MONTHLY SUBMITTALS

J3.7 WATER CONSERVATION PROJECTS

J3.8 SERVICE AREA

J3.9 OFF-INSTALLATION SITES

J3.10 SPECIFIC TRANSITION REQUIREMENTS

J3.11 GOVERNMENT RECOGNIZED SYSTEM DEFICIENCIES

J3.12 RIGHT OF ACCESS TO THE UTILITY SYSTEM

EXHIBIT A—MAP OF PREMISES

EXHIBIT B—DESCRIPTION OF PREMISES

B.1. General Description of the Utility System:

B.1.1 Utility System Description:

B.1.2 Lateral Extent of Utility System Right-Of-Access:

B.1.3 Utility System Points of Demarcation:

B.1.4 Unique Points of Demarcation:

B.2. Description of Restricted Access Areas:

EXHIBIT C—ENVIRONMENTAL BASELINE SURVEY

List of Tables

Fixed Inventory Spare Parts Specialized Vehicles and Tools Manuals, Drawings, and Records Existing Secondary Meters New Secondary Meters Service Connections and Disconnections System Deficiencies

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J3 MacDill AFB Water Distribution System

J3.1 MacDill AFB Overview MacDill Air Force Base is located approximately eight miles south of downtown Tampa on the tip of the Interbay Peninsula in Hillsborough County, Florida. The base is surrounded by Tampa Bay on the south and west; by Hillsborough Bay on the east, and by the city of Tampa on the north. The base covers about 5,630 acres of land and has an approximate population of 5,322 active duty and 1,077 civilian personnel.

MacDill is home for the 6th Air Mobility Wing (6th AMW). The 6th AMW is the host unit at MacDill AFB and supports several organizations including the United States Special Operations Command (USSOCOM) and the United States Central Command (USCENTCOM) along with 14 additional tenant organizations.

Based on present real estate records, MacDill AFB provides operations and maintenance support for approximately 480 separate facilities, excluding Military Family Housing (MFH). This includes approximately 67 administration facilities; 16 dormitories (10 for Unaccompanied Enlisted Personnel, 2 for Visiting Airmen Quarters, and 4 for Visiting Officer Quarters); and 10 Temporary Lodging Facilities (TLF). The remaining facilities are considered commercial or industrial use facilities and range from small shop spaces to large maintenance hangars.

J3.2 Water Distribution System Description J3.2.1 Water Distribution System Fixed Equipment Inventory The MacDill AFB water distribution system consists of all appurtenances physically connected to the distribution system from the point in which the distribution system enters the Installation and Government ownership currently starts to the point of demarcation, defined by the Right of Access. The system may include, but is not limited to, pipelines, valves, fire hydrants, storage facilities, exterior backflow devices, pumps, and meters. 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 Contractor with a general understanding of the size and configuration of the distribution system. The Government makes no representation that the inventory is accurate. The Contractor shall base its proposal on site inspections, information in the technical library, other pertinent information, and to a lesser degree the following description and inventory.

Items specifically excluded from the utilities privatization effort are:

• Fire Protection Systems

• Backflow Prevention Devices located inside existing facilities

• Lawn Irrigation Systems

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• Swimming Pools

• Military Family Housing, except Temporary Living Facilities.

Current projects impacting the water distribution include the following:

• NVZR060074 REPAIR WATER LINE (Flight Line Side)

• NVZR007585 INSTALL MISSING BACKFLOW PREVENTORS

• NVZR080769 INSTALL MISSING FIRE SUPRESSION BACKFLOW PREVENTORS

J3.2.1.1 Description

Water is distributed throughout MacDill AFB through underground pipelines, ranging in size from 4 to 20 inches for the primary distribution system; in addition, there are smaller service lines to buildings and other facilities. The original system was installed in the early 1940’s, with the construction of a military hospital at the south end of the base. The system was expanded during the mid to late 1940’s, with the construction of the air base in the northern portion, and upgrades and replacements have been added as the area expanded over the years.

Excluding MFH, the water distribution system at MacDill AFB consists of approximately 403,000 lineal feet of distribution and service connection pipe, 290 hydrants, 469 isolation valves, and 35 check valves. Based on the number of buildings/other facilities it is estimated that there are approximately 500 service lines. Pipe materials of the primary distribution system consist of about 83% cast iron, 15% plastic - both PVC and polyethylene, and 2% asbestos-cement. The average depth of burial for system piping is three feet.

Marker tape has been included on all piping installed after 2000.

The Water Treatment Plant at MacDill is located near the supply lines from the City of Tampa that enter the base. The Water Treatment Plant was constructed in 2007 and acts as a chloramine disinfection system. Treatment by the City now includes fluoridation, and the use of chloramines (combined chlorine compounds formed by feeding chlorine and ammonia) for residual disinfectant in the water distribution system.

The three supply lines from the City enter at the Dale Mabry and MacDill gates and Himes Avenue. After entering the base, the water flows into the storage tanks, has chloramines added (if needed) and is then repumped, to the MacDill system. The water distribution system consists of two ground storage tanks, each with a capacity of 400,000 gallons. To meet peak demands and provide water turnover in the ground storage reservoirs, water from the reservoirs is periodically pumped to the system using the two 75 hp pumps. Also, there is an emergency by-pass that can connect directly to the MacDill system if the water plant should have a mechanical failure.

The distribution system also includes two elevated storage tanks (water towers) - the 250,000-gal hospital tank and the 500,000-gal tank on Hangar Loop Road. The hospital tower is currently out of service, to improve the chlorine residual by better regulating detention time.

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Water for fire protection is provided primarily by the potable water system. A 250,000-gallon ground storage tank and an associated fire pump station, with a 1,000-gpm pump, provide fire flow for the fuel (petroleum oils and lubricant, or POL) tank farm. The storage tank, pump station, and associated fire protection distribution system are not included in the water system with respect to privatization. These are used only for non-potable, fire protection service, and the Air Force will retain ownership and responsibility for these facilities.

The water system limits for privatization effort are from the City of Tampa metered connections to the buildings or other facilities being served, including the building service lines. The City maintains the three master water meters; however, the meter vaults and backflow preventers are maintained by the Air Force. There are approximately 39 additional service meters at MacDill for determining water usage by area, or individual tenants on the base.

J3.2.1.2 Inventory Table 1 provides a general listing of the major water distribution system fixed assets for the MacDill AFB water distribution system included in the sale.

TABLE 1

Fixed Inventory Water Distribution System MacDill AFB

Component Item Size (Inches) Material

Type Quant.

Unit of

Measure

Approximate Year of

Construction Piping 0.75 CI 1,974 LF 1954

Piping 1.25 CI 247 LF 1954 Piping 1.5 CI 1,963 LF 1954 Piping 3 CI 79,000 LF 1941 Piping 3 ASP 1,000 LF 1941 Piping 4 CI 13,850 LF 1941 Piping 4 CI 60 LF 2003 Piping 6 CI 126,550 LF 1941 Piping 6 ASP 5,500 LF 1941 Piping 6 PVC 3,900 LF 1982 Piping 6 PVC 2,900 LF 1992 Piping 6 PVC 375 LF 2002 Piping 6 PVC 1,420 LF 2003 Piping 6 PVC 2,600 LF 2005 Piping 8 CI 27,500 LF 1941 Piping 8 PVC 8,450 LF 1991 Piping 8 PVC 2,600 LF 1992 Piping 8 PVC 2,980 LF 2003 Piping 8 PVC 7,400 LF 2004 Piping 8 PVC 3,400 LF 2005

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Component Item Size (Inches) Material

Type Quant.

Unit of

Measure

Approximate Year of

Construction Piping 10 CI 33,420 LF 1941 Piping 10 PVC 5,000 LF 1982 Piping 10 PVC 2,770 LF 2002 Piping 12 CI 49,300 LF 1941 Piping 12 PVC 1,000 LF 2003 Piping 20 HDPE 3,600 LF 1999 Piping 6 PVC 3,225 LF 2007 Piping 8 PVC 5,475 LF 2007 Piping 6 PVC 1,400 LF 2008 Piping 6 PVC 145 LF 2007 Piping 8 PVC 800 LF 2008 Piping 6 PVC 2,800 LF 2008 Piping 8 PVC 400 LF 2008 Piping 10 PVC 380 LF 2007 Valves 1.5 CIG 1 EA 1954 Valves 2 CIG 6 EA 1954 Valves 4 CIG 37 EA 1959 Valves 4 CIG 1 EA 2003 Valves 6 CIG 117 EA 1959 Valves 6 CIG 7 EA 2002 Valves 6 CIG 11 EA 2003 Valves 6 CIG 2 EA 2005 Valves 6 CIG 78 EA 2007 Valves 6 CIG 33 EA 2008 Valves 8 CIG 27 EA 1959 Valves 8 CIG 2 EA 2001 Valves 8 CIG 3 EA 2003 Valves 8 CIG 7 EA 2004 Valves 8 CIG 5 EA 2005 Valves 8 CIG 25 EA 2007

Valves 8 CIG 9 EA 2008

Valves 10 CIG 34 EA 1959 Valves 10 CIG 1 EA 2001 Valves 10 CIG 1 EA 2002 Valves 10 CIG 7 EA 2003 Valves 10 CIG 8 EA 2007 Valves 12 CIG 40 EA 1959 Valves 12 CIG 2 EA 2003 Valves 12 CIG 2 EA 2008 Valves 14 CIG 1 EA 1941 Valves 16 CIG 1 EA 1959 Valves 20 CIG 1 EA 1959 Check Valves 6 CI 2 EA 1959 Check Valves 6 CI 12 EA 2000 Check Valves 6 CI 12 EA 2001 Check Valves 8 CI 3 EA 1959

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Component Item Size (Inches) Material

Type Quant.

Unit of

Measure

Approximate Year of

Construction Check Valves 10 CI 2 EA 1959 Check Valves 12 CI 4 EA 1959 Hydrants 4.5" Valve CI 104 EA 1980 Hydrants 4.5" Valve CI 100 EA 1990 Hydrants 4.5" Valve CI 13 EA 2003 Hydrants 4.5" Valve CI 39 EA 2007 Hydrants 4.5" Valve CI 34 EA 2008 Storage Tank Elevated 250kGal Steel 1 EA 1956 Storage Tank Elevated 500kGal Steel 1 EA 1941 Storage Tank Ground 400kGal Concrete 2 EA 2007

Cathodic Protection System Anodes #9 Magnesium 76 EA 2006 Cable #2/0 OR2 120 LF 2006 Cable #8 OR2 2,600 LF 2006 Conduit ¾” Scd. 40 2,600 LF 2006

Rectifier 28V/10A Silicone type / Air cooled

2 EA 2006

Booster Pump 30 hp 1 EA 1941 Booster Pump 75 hp 1 EA 1988 Booster Pump 75 hp 1 EA 2007 Booster Pump 75 hp 1 EA 2007 Pump House - 1,271 SF 1941 Pump House - 236 SF 1941 Meters - 39 EA 1966 Backflow Prevention Device 0.5 5 EA 1994 Backflow Prevention Device 0.75 34 EA 1994 Backflow Prevention Device 1 33 EA 1994 Backflow Prevention Device 1.5 27 EA 1994 Backflow Prevention Device 2 197 EA 1994 Backflow Prevention Device 2.5 2 EA 1994 Backflow Prevention Device 3 3 EA 1994 Backflow Prevention Device 4 23 EA 1994 Backflow Prevention Device 6 15 EA 1994 Backflow Prevention Device 8 22 EA 1994

Water Chlorination Plant

Facility 500 CMU Building SF 2007

Equipment 1

100 ppd vacuum operated system

EA 2007

Legend:

EA – Each ASP – Asbestos-cement

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SF - Square Foot PVC – polyvinyl chloride CI - Cast Iron LF - Linear Feet HDPE - High Density Polyethylene CIG - Cast Iron Gate Valve

J3.2.2 Water Distribution 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. Offerors shall field verify all equipment, vehicles, and tools prior to submitting a bid. Offerors shall make their own determination of the adequacy of all equipment, vehicles, and tools.

TABLE 2

Spare Parts Water Distribution System MacDill AFB

Qty Item Make/Model Description Remarks

None

TABLE 3

Specialized Vehicles and Tools Water Distribution System MacDill AFB

Description Quantity Location Maker

Valve Exercise Machine 1 Bldg. 299

J3.2.3 Water Distribution 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 Water Distribution System MacDill AFB

Qty Item Description Remarks

1 MacDill Air Force Base Water Distribution Study, May 1983 (referred to as the WDS Study)

1 General Plan, MacDill Air Force Base, Florida (current)

Chapter 7 (Infrastructure Plan) and Chapter 9 (Capital Improvements Plan)

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Qty Item Description Remarks

1 Water Vulnerability Assessment at MacDill Air Force Base, Florida, 2007

1 Air Force Drinking Water Audit, 2007

1 Sanitary Survey Report, MacDill AFB, September 1997

1 MacDill AFB Water Distribution System Drawings, 2006

Drawings inclusive of over 100 grid maps with quad maps of the overall system

Must be field verified

Military Family Housing Points of Demarcation (POD) documentation

Quitclaim Deed, Service Agreement, Master Development and Management Agreement, Lease of Property, and Utility Plan

Per Ed Coleman of Booz Allen Hamilton

(BAH)

1 MacDill Environmental Restorization (IRP) Drawing, April 2007

J3.3 Specific Service Requirements The service requirements for the MacDill AFB water distribution system are as defined in the Section C, Description/Specifications/Work Statement. The following requirements are specific to the MacDill AFB water distribution system and are in addition to those found in Section C. If there is a conflict between requirements described below and Section C, the requirements listed below take precedence over those found in Section C.

This contract will result in the contractor being considered a Public Water System as defined by 41 CFR and Rule 62.550 Florida Administrative Code. Therefore, the contractor shall obtain, if it has not already obtained, a Public Water System Identification (PWS ID) number from the Hillsborough County Department of Health. MacDill AFB will terminate its existing PWS ID number upon execution of this contract and contractor will become solely responsible for compliance with all applicable regulatory requirements.

For areas where piping is installed under hard surfaces, especially parking lots and roads, the contractor will use, where feasible, directional boring or jack/bore drilling techniques.

Under soft surfaces (green spaces), cut and cover may be used. However, in areas that have extensive landscaping, it may be more economical to use directional boring, to prevent replacing expensive shrubbery or trees.

LOCAL SECURITY PROCEDURES

Due to heightened security concerns on military installations, effective immediately, all Contractor and subcontractor personnel who must enter onto MacDill AFB to perform this contract must undergo a background check. Background checks will be conducted

J3-9 using the following information: the name, driver’s license numbers, and/or social security number and date of birth of the person that will be entering the installation. These measures will continue until you are notified otherwise. If any of your employees or the employees of any of your subcontractors do not consent to a background check, such individuals will be prevented from entering the installation until you are otherwise notified. Any derogatory information resulting from a background check or which otherwise comes into the possession of the contracting officer may also result in such individuals being prevented from entering the installation for purposes of performing work at any time on the subject contract. However, nothing in this clause shall excuse the Contractor from proceeding with the contract as required.

Contractors are further reminded to ensure their employees and those of their subcontracts have the proper credentials allowing them to work in the United States. Persons later found to be undocumented or illegal aliens will be remanded to the proper authorities. The contractor shall not be entitled to any compensation for delays or expenses associated with complying with the provisions of this clause.

The contractor shall provide emergency response procedures during non-duty hours and provide the details of how this requirement will be met. These procedures shall be submitted for Government approval

Material Deliveries. All contractor (including subcontractor) deliveries shall be made by accessing the Port Tampa Gate. In order to gain entry onto MacDill AFB, the driver must have a valid driver’s license rated for the type of vehicle being operated, proof of insurance, social security number, the name and contact (telephone) number of someone receiving the delivery. In some cases, an escort may be required to assist drivers in completing the delivery. Contractors may be required to provide the escort and must be done so without cost, liability, or time extension to the contract. Drivers are required to exit the installation immediately after completing the delivery.

In accordance with Paragraph C.7, Service Interruption/Contingency Plan, the Contractor shall provide support during increased Force Protection Conditions (FPCONs) as outlined in MacDill AFB FPCON Checklist’s. The MacDill AFB FPCON Checklist will be available in the technical library.

The contractor shall maintain existing security mechanisms (i.e. locks, fences) to protect the utility systems, such as pumping stations, critical nodes and valve pits. The mechanisms should ensure controls to prevent tampering or sabotage.

The Contractor shall perform all water distribution system testing (Reference Operating Instruction 48-24, Drinking Water Surveillance Program) as required by applicable standards, regulations, rules, codes, and permits. In addition, the Contractor shall, when requested, provide the Contracting Officer’s designated representative with a copy of water distribution system testing information and reports submitted to any regulatory agencies.

In accordance with Paragraph C.7, Service Interruption/Contingency Plan, the Contractor shall notify the following agencies if there are revisions to the Service Interruption/Contingency Response Plan: 6th Airlift Wing Command Post (6 AW/CP; the 6th Civil Engineer

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Squadron Fire Department (6 CES/CEF; and the 6th Security Forces Squadron/Security Forces Control Center, (6SFS/SFCC).

In reference to paragraph C.9.8, Exercises and Crisis Situations Requiring Utility Support, the Contractor will be expected to attend on-base training required to support Disaster Response Force operations under the Air Force Incident Management System. They will be required to meet the training requirements for their military/civilian equivalents identified in Chapter 6 of AFI 10-2501 and local supplements thereto. The AFI and supplements are located in the technical library.

In reference to paragraph C.10.2, Spill Contingencies, should the Contractor submit their own Spill Contingency Plan to the Administrative Contracting Officer not only shall it be developed in accordance with the National Response Team’s Integrated Contingency Plan Guidance but it must also integrate with the MacDill Wastewater Treatment Plant (WWTP) spill procedures and reporting criteria. Furthermore, if hazardous materials will be stored at the installation, a site specific spill plan will be required and submitted for approval by the Environmental office.

In accordance with paragraph C.10.5 Environmental Restoration Program, the following requirements shall apply:

a. Dewatering on Contaminated Sites. Produced groundwater is not to be discharges back to the site. The Contractor must contain and test all removed groundwater, and share test results with 6 CES/CEVR prior to any action. Based on the test results, the Contractor has the following options:

1. If the test results are below FDEP Groundwater Cleanup Target Levels (GCTLs), the Contractor may discharge the groundwater to stormwater drainage system in accordance with the requirements of the FDEP;

2. If the test results are above FDEP GCTLs, the Contractor may treat the groundwater and discharge to stormwater drainage system in accordance with FDEP requirements provided they have obtained the required Individual NPDES permit for release to surface water/stormwater at sites where the groundwater is contaminated with other than petroleum products. If there is only petroleum contaminates in the groundwater, than a Generic Permit for Discharge from a Petroleum Contaminated Site may be obtained from FDEP and all requirements are followed.

3. If the test results are above FDEP GCTLs, the Contractor may contain and transport the groundwater off-site for disposal/treatment.

b. Soil Removal on Contaminated Sites. On sites where contamination has been left in place above residential FDEP Soil Cleanup Target Levels (SCTLs), the soil may be placed back where it was excavated from. If there not enough space in the excavation area to replace all the removed soil, it must be hauled off site for treatment and disposal at the contractor’s expense. The contaminated soil may not be placed on another area of the site.

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c. Groundwater Monitoring Wells.

1, The government has tried to identify as many wells as possible, however, more wells may exist in the project area than are shown in the MacDill GeoBase system. Therefore, the contractor must survey the site prior to start of work for exact locations of all wells.

Great care must be taken to protect and not damage all the wells found in the project area in accordance with FAR 52.236-9. If any of these wells are damaged during this project, it is the contractor’s responsibility to either repair or abandon and reinstall the well in accordance with the MacDill AFB Basewide Environmental Restoration Work Plan, at their expense. The determination as to whether the well can be repaired or must be properly abandoned and a new well installed will be made by MacDill AFB Environmental Restoration Personnel. Appendix A of the MacDill AFB Basewide Environmental Restoration Work Plan, Standard Operating Procedures (SOP) Numbers 4 and 6 are attached to this specification. SOP Number 4 is Investigation Derived Waste (IDW) Management and SOP Number 6 is Well Installation, Development, and Abandonment Procedures.

2. If the work is such that damage to a well is unavoidable, the well must be properly abandoned prior to construction activities and a new well installed upon completion of construction activities at the contractors expense. Groundwater monitoring well abandonment and installation shall be performed in accordance with procedures mentioned above. The contractor shall coordinate the well abandonment and reinstallation activities with MacDill AFB Environmental Restoration Personnel (ERP) to ensure monitoring requirements and schedules are acceptable to regulators before construction activities take place. MacDill AFB ERP will determine the location of any replacement wells to be installed.

In reference to paragraph C.5.1.6, Record Drawings, the Contractor will provide electronic vector data to allow for updates to the installation Geographical Information System (GIS), as appropriate.

In reference to paragraph C.6.1, Access to the Utility System, the Contractor will adhere to installation guidance and operational plans concerning the antiterrorism program. The contractor will attend required meetings as identified by the Installation's antiterrorism office. The contractor will participate in the Installation's random antiterrorism measure (RAM) program for surveillance and protection of infrastructure and report results of RAMs to the installation antiterrorism office. The contractor will initiate actions directed by the Installation Commander during changes to force protection conditions to increase surveillance and protection of infrastructure and immediately notify base security forces of any suspicious events. On an annual basis, the contractor will ensure all employees read and understand MacDill's "Contractor Antiterrorism Awareness" Pamphlet and report status to Installation Antiterrorism Officer. A copy of the two page pamphlet is available in the technical library.

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J3.4 Current Service Arrangement MacDill AFB purchases all its potable water from the City of Tampa. The City’s Hillsborough River Water Treatment Plant, a surface water plant that utilizes the Hillsborough River as its primary source, provides about 75 to 90% of the water supply for the Tampa area. The remaining 10 to 25% is supplied by the City’s Morris Bridge Water Treatment Plant, which utilizes water from a well field of 20 wells in the Floridan Aquifer, and is located about 10 miles northeast of The Hillsborough River Plant. Because of MacDill’s location on the south side of Tampa, the Hillsborough River Treatment Plant supplies nearly all water to the base. The water is stored and repumped by the City at the Interbay Repump Station, approximately one mile north of the base. The repump station includes a 5,000,000 gallon ground storage tank and total pump capacity of 12 million gallons per day (MGD). MacDill has three City-owned, metered connections to the City system. In the past two years, peak-month usage averaged about 1.3 to 1.4 MGD. Delivered water pressure by the City is about 50 to 60 psig. MacDill constructed a booster chloramine disinfection system in 2002.

Water usage data for FY07 at MacDill AFB (including MFH) are as follows:

Period FY 07

Total – FY07 364,119 kGal High Month – June 2007 40,325 kGal

Low Month – February 2007 23,076 kGal

J3.5 Secondary Metering The Installation may require secondary meters for internal billings of their reimbursable customers, utility usage management, and conservation monitoring. The Contractor shall assume full ownership and responsibility for existing and future secondary meters IAW Paragraph C.3.

J3.5.1 Existing Secondary Meters Table 5 provides a listing of the existing (at the time of contract award) secondary meters that will be transferred to the Contractor. The Contractor shall provide meter readings once a month for all secondary meters IAW Paragraph C.3 and J3.6 below.

TABLE 5

Existing Secondary Meters Water Distribution System MacDill AFB

Facility

ID

Facility Name/Description

Meter Number

Facility

ID

Facility Name/Description

Meter Number

38 6 COMM SQ 7216718 712 Hospital Cooling Tower #1 757808

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Facility

ID

Facility Name/Description

Meter Number

Facility

ID

Facility Name/Description

Meter Number

298 Bowling Alley 7224063 712 Hospital Cooling Tower #2 757813

303 Fitness Center 712 Hospital Cooling Tower #3 7224828

305 Auto Hobby Shop 7058427 726 Golf Clubhouse 7220557

308 Bayshore Pool 924 BX Exchange Service Station

317 POV Car Wash 925 Class VI Store (Pkg.

Store) 21713225

382 Youth Center 926 BX Exchange (30 Main Exchange) 26024718

397 Officers Club, MWR 7230850 926 BX Exchange (54 Main Exchange) 26994233

499 NCO Club 7204912 930 Burger King 9822 555 BX Service Station 96356332 934 New Pharmacy Water 1484040

Family Camp 3156167 1058 SAT COM 651 Family Camp Laundry 9304752 1203 Tinker School

654 Raccoon Creek Marina HQ 7228925 1775 Navel Reserve Center (East)

Raccoon Creek Boat Slip 7228930 1775 Navel Reserve Center (Center)

692 Seascapes 7228920 1775 Navel Reserve Center (West)

696 Hospital Medical Supply Bldg. 7231995 1855 Air National Guard

ANG 31556167

711 Hospital (Rear) 31900462 1886 Air National Guard

ANG 31556178

711 Hospital (Rear 2") 31547614 Coons Creek HQ (North) 142598 712 Hospital (In front) 31900461 Coons Creek HQ (South) 1452204

712 Hospital Boiler Plant Distiller

(757814) 1728720

J3.5.2 Required New Secondary Meters The Contractor shall install and calibrate new secondary meters as listed in Table 6. New secondary meters shall be installed IAW Paragraph C.13, Transition Plan. After installation, the Contractor shall maintain and read these meters IAW Paragraphs C.3 and J3.6 below.

TABLE 6

New Secondary Meters Water Distribution System MacDill AFB

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Meter Location Meter Description

None

J3.6 Monthly Submittals The Contractor shall provide the Government monthly submittals for the following:

1. Invoice (IAW G.2). The Contractor’s monthly invoice shall be presented in a format proposed by the Contractor and accepted by the Contracting Officer. Invoices shall be submitted by the 25th of each month for the previous month. Invoices shall be submitted to:

Name: Utility COTR Utility Contract Administrator Address: 6 CES/CEQ 6 CONS/LGCM

7621 Hillsborough Loop Drive 2606 Brown Pelican Avenue MacDill AFB, FL 33621-5207 MacDill AFB, FL 33621-5000

Phone number: 813-828-4554 813-828-3238

2. Outage Report. The Contractor’s monthly outage report will be prepared in the format proposed by the Contractor and accepted by the Contracting Officer. Outage reports shall be submitted by the 25th of each month for the previous month. Outage reports shall be submitted to:

Name: Utility COTR Utility Contract Administrator Address: 6 CES/CEQ 6 CONS/LGCM

7621 Hillsborough Loop Drive 2606 Brown Pelican Avenue

3. Meter Reading Report. The monthly meter reading report shall show the current and previous month readings for all identified secondary meters. The Contractor’s monthly meter reading report will be prepared in the format proposed by the Contractor and accepted by the Contracting Officer. Meter reading reports shall be submitted by the 15th of each month for the previous month. Meter reading reports shall be submitted to:

Name: Utility COTR Utility Contract Administrator Address: 6 CES/CEQ 6 CONS/LGCM

7621 Hillsborough Loop Drive 2606 Brown Pelican Avenue

J3.7 Water Conservation Projects IAW Paragraph C.3, Utility Service Requirement, the following projects have been implemented by the Government for conservation purposes.

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J3.8 Service Area IAW Paragraph C.4, Service Area, the service area is defined as all areas within the MacDill AFB boundaries excluding Military Family Housing and Temporary Living Facilities.

J3.9 Off-Installation Sites No off-installation sites are included in the sale of the MacDill AFB water distribution system.

J3.10 Specific Transition Requirements IAW Paragraph C.13, Transition Plan, Table 7 provides a listing of service connections and disconnections required upon transfer.

TABLE 7

Service Connections and Disconnections Water Distribution System MacDill AFB

Location Description

J3.11 Government Recognized System Deficiencies Table 8 provides a listing of system improvements that the Government has planned (currently none). The Government recognizes these improvement projects as representing current deficiencies associated with the MacDill AFB water distribution system. If the utility system is sold, the Government will not accomplish these planned improvements.

The Contractor shall make a determination as to its actual need to accomplish and the timing of any and all such planned improvements. Capital upgrade projects shall be proposed through the Capital Upgrades and Renewal and Replacement Plan process and will be recovered through Schedule L-3. Renewal and Replacement projects will be recovered through Sub-CLIN AB.

TABLE 8

System Deficiencies Water Distribution System MacDill AFB

Project Location Project Description

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J3.12 Right of Access to the Utility System

Exhibit A—Map of Premises

Exhibit A map or maps from the Base Comprehensive Plan or other drawings show the known locations of the utility system and are available at the Base Civil Engineering Office. 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 Premises. The Premises are co-extensive with the entire linear extent of the utility system sold to Grantee, whether or not precisely shown on the map or maps.

Exhibit B—Description of Premises

B.1. General Description of the Utility System:

B.1.1 Utility System Description:

The utility system may be composed of, without limitation, wells (do not exist), well pumps (do not exist), supporting emergency generator sets, water treatment equipment, valves, fire hydrants, water distribution mains, meters, booster station pumps, storage tanks, reservoirs, all related electrical controls, and computer hardware and software used to operate and control the production and delivery of water to end users on the Installation.

B.1.2 Lateral Extent of Utility System Right-Of-Access:

For pipe sizes of 24 inches in diameter or less, 26-feet-wide, extending 13 feet on each side of the utility system, as installed.

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

B.1.3 Utility System Points of Demarcation:

The point of demarcation is defined as the point on the utility system where ownership changes from the utility system owner to the facility owner. The table below identifies the type and general location of the point of demarcation with respect to the facility for each scenario.

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Point of Demarcation

(POD)

Applicable Scenario Sketch

POD is on the downstream side of the water meter, backflow device, or valve (closest apparatus to the exterior of the structure).

Water meter, backflow device, or valve is located on the service line entering the structure within 25 feet of the exterior of the structure.

Structure

Service Line

Point of Demarcation

Distribution Pipe

Distribution Pipe

Water Meter

POD is where the service line enters the structure.

No water meter, backflow device, or valve exists on the service line within 25 feet of the structure. Note:

If a water meter, backflow device, or valve is installed within 25 feet of the structure at any time, the down stream side of the service valve will become the new point of demarcation.

Structure

Service Line

Point of Demarcation

Distribution Pipe

Distribution Pipe

If the fire suppression system has a storage tank, then the POD is located on the inlet side of the isolation valve or backflow prevention device closest to the storage tank. If no storage tank is present, the POD is located on the inlet side of the PIV or isolation valve closest to the fire suppression pumps.

Fire suppression system is provided flow and/or pressure by the potable water distribution system.

None

POD for irrigation system is the inlet side of the backflow prevention device or isolation valve closest to the irrigation system.

Irrigation system is fed directly from potable water distribution system.

None

POD is the inlet side of the water fountain or hose bib assembly’s connection to the service lateral.

Note: If a service valve is installed within 25 feet of the hose bib or water fountain, the outlet side of the service valve becomes the new POD.

Water fountains and hose bibs connected to the water distribution system (typically found at ballfields and outdoor recreation areas). No valve is located on the lateral providing water service to the drinking fountain or hose bib within 25 feet of these connections.

None

POD is the outlet side of the service valve.

Water fountains and hose bibs connected to the water distribution system (typically found at ball fields and outdoor recreation areas).

Service valve is located on the lateral providing water service to the drinking fountain or hose bib within 25 feet of these water use devices.

J3-18

Point of Demarcation

(POD)

Applicable Scenario Sketch

POD is at the overhead service line’s connection to the service entrance mast.

Note: If an electric meter is present, or is installed, the owner of the electric distribution system on the installation is the owner and maintainer of the electric meter and can. The POD is on the load side of the meter.

Electric power is provided to a water facility via an overhead service drop.

This configuration could be found at facilities dedicated to the water utility such as a water well, pump station, or water tower.

None

POD is at the transformer secondary terminal spade.

Note: If an electric meter is present, or is installed, the owner of the electric distribution system on the installation is the owner and maintainer of the electric meter. The POD is on the load side of the meter.

Electric power is provided to a water facility via an underground service connection. This configuration could be found at facilities dedicated to the water utility such as a water well, pump station, or water tower.

B.1.4 Unique Points of Demarcation:

The following table lists anomalous points of demarcation that do not fit any of the above scenarios.

Building Number or POD

Identifier Point of Demarcation (POD) Description

Base Entry Point Downstream of meter prior to backflow devise at Dale Mabry Gate

Base Entry Point Downstream of meter prior to backflow devise at Himes Avenue Base Entry Point Downstream of meter prior to backflow devise at MacDill Gate Fuel Storage Area Downstream of valves number 0201 and V1011 Northwest Corner of Chevron Park Northwest Corner of Chevron Park 10" CI Main to 6" PVC Line (Government Valve #V062019) Downstream of Existing Valve Southwest Corner of Chevron Park Southwest Corner of Chevron Park 10" CI Main to 6" PVC Line (Government Valve #V062024) Downstream of Existing Valve North Staff Circle North Staff Circle

POD is located at the downstream side of the connection of the 6" CI Line to 6" CI Line

No Valve / No Meter South Staff Circle South Staff Circle 6" CI Line to 6" CI Line (valves V0689 and V0692A)

Hangar Loop and Bayshore Hangar Loop and Bayshore

J3-19

Identifier

Point of Demarcation (POD) Description

6" CI Line to 6" CI Line

Note: This delineation separates the 6" CI line that runs Southeast through the neighborhood. It is understood that this line will be demolished during reconstruction and the incoming line to the east of Bay Shore will become UP. The Housing Privatization effort would be responsible for the creation of any additional PODs as redevelopment plans are carried out.

Hanger Loop and Paul Smith Drive Hanger Loop and Paul Smith Drive No pipe type or size identified. Assumption = 6" CI No Valve / No Meter Hanger Loop Between Bldg 8612 and Bldg 21 Hanger Loop Between Bldg 8612 and Bldg 21 4" CI Line Downstream of Existing Valve Hangar Loop at North Side of Tampa Bay Point Road Hangar Loop at North Side of Tampa Bay Point Road This is an 8" Abandoned in Place CI line Downstream of Existing Valve Hangar Loop at South Side of Tampa Bay Point Road Hangar Loop at South Side of Tampa Bay Point Road 8" C900 Pipe Downstream of Existing Valve Bayshore Blvd and Carthy Drive Bayshore Blvd and Carthy Drive No pipe type or size identified. Assumption = 6" CI Downstream of Existing Valve Note: Immediately Northeast of next identified POD Bayshore Blvd and Carthy Drive Bayshore Blvd and Carthy Drive

CI Line to 6" CI Line

No Valve / No Meter Note: Immediately Southwest of above identified POD Immediately East of the Little League Field at Tinker School Immediately East of the Little League Field at Tinker School No pipe type or size identified. Assumption = 8" CI Downstream of Existing Valve North of Unit 2105 off of McClelland Avenue North of Unit 2105 off of McClelland Avenue

8" CI

Downstream of Existing Valve POD is immediately North of Unit 2105 North of Unit 2007 off of McClelland Avenue North of Unit 2007 off of McClelland Avenue

POD is located at the downstream side of the connection of the 8" CI and the 10" PVC

No Valve / No Meter

J3-20

Identifier

Point of Demarcation (POD) Description

Immediately Southeast of Unit 8402 on Renner Court (North from McClelland Avenue)

Immediately Southeast of Unit 8402 on Renner Court (North from McClelland Avenue)

PVC and the 10" PVC

No Valve / No Meter

Immediately Northeast of Unit 1903 on Levitow Street (North from McClelland Avenue)

Immediately Northeast of Unit 1903 on Levitow Street (North from McClelland Avenue)

6" PVC off of 10" PVC Downstream of Existing Valve Immediately Southwest of Unit 1807 on William Pitsenbarger Circle (North from McClelland Avenue)

Immediately Southwest of Unit 1807 on William Pitsenbarger Circle (North from McClelland Avenue)

6" PVC off of 10" PVC Downstream of Existing Valve

Immediately East of Unit 1804 on Cabbage Court (North from McClelland Avenue)

Immediately East of Unit 1804 on Cabbage Court (North from McClelland Avenue)

10" CI to 6" PVC

Note: The 08-May-03 drawings show a connection to the elevated water tank which comes in from the West. This connection does not exist. A 2005 updated drawing corrects the error. The feed for the tank actually comes from the East.

Southwest Corner of McClelland Avenue and Bayshore Boulevard

Southwest Corner of McClelland Avenue and Bayshore Boulevard

This is currently a 6" CI line that is to be replaced in 2005 The POD will be at the recently installed 6" PVC line Downstream of Existing Valve Tele-Exchange Building 767 at Southwest Corner of Tinker and Tampa Point

Tele-Exchange Building 767 at Southwest Corner of Tinker and Tampa Point

No Valve / No Meter Pool at Staff Circle Pool at Staff Circle PVC 4" pipe out the back side of Staff Circle Downstream of Existing Valve Tele-Exchange Building 769 at Southeast Corner of Tinker and Tampa Point

Tele-Exchange Building 769 at Southeast Corner of Tinker and Tampa Point

No Valve / No Meter

J3-21

B.2. Description of Restricted Access Areas:

Description Facility # State Coordinates Other Information

CENTCOM 540

SOCOM 501

JCSE 861

Notification will be required prior to work performed on any exterior portion of the compounds

J3-22

Exhibit C—Environmental Baseline Survey

In accordance with Condition 19, the EBS titled “Environmental Baseline Survey, MacDill Air Force Base” and dated March 2000 is hereby incorporated by this reference.

The Executive summary of the survey is provided below and the full report will be available in the technical library.

EXECUTIVE SUMMARY

This Environmental Baseline Survey (EBS) for Utility Privatization has been prepared to document the physical condition of specific properties at MacDill Air Force Base (MacDill AFB), Florida. The surveyed properties include the electric, potable water, natural gas, and wastewater utility corridors and the adjacent properties. The subject properties were surveyed to determine if there were any environmental concerns resulting from the storage, use, release, and disposal of hazardous substances and petroleum products and their derivatives. The EBS establishes a baseline for use by the Air Force in making decisions concerning privatization of the specified utilities. The preparation of an EBS is required by the Environmental Baseline Surveys in Real Estate Transactions (25 April 1994) Air Force Instruction (AFI) 32-7066 whenever any real estate within the United States, its territories, and its possessions have been identified for acquisition, out-grant, or disposal by the Air Force. The subject property addressed in this EBS is proposed for transfer by privatization. Although primarily a management tool, this EBS assists the Air Force in meeting its obligations under the Comprehensive Environmental Response, Compensation and Liability Act (CERCLA), 42 United States Code Section 9620(h)(1), as amended by the Community Environmental Response Facilitation Act (CERFA) (Public Law 102-426).

This EBS was based on information obtained through a records search, interviews, and visual inspections. The records search included a review of available Air Force and other agency records. The EBS also includes an assessment of the environmental conditions of properties immediately adjacent to or relatively near the subject parcels that could pose environmental concerns and/or affect the subject properties.

SUBJECT PROPERTY CATAGORIZATION

All individual utility lines are classified as Category 1. Based on an analysis of the available data, the majority of the electric, potable water, natural gas, and wastewater utility corridors are classified as Category 1. Category 1 is defined as:

areas where no release or disposal of hazardous substances or petroleum substances has occurred (including no migration of these substances from adjacent areas).

The electric, potable water, natural gas, and wastewater utility corridors in the vicinity of Installation Restoration Program (IRP) sites ST016, SD026, SS035/71, J3-23

SS035/527/1155, SS035/1196, ST038, ST052, ST056, and ST057 and Compliance Cleanup Program (CCP) sites F45, F1078, and F1159 are classified as Category 2.

Category 2 is defined as: areas where only release or disposal of petroleum substances has occurred. This category is applied since petroleum substances releases have been reported in the corridor.

vicinity of IRP sites LF004, WP013, WP014, OT029, SS035/14, SS035/555, SS035/701, SS035/847S, SS035/862, SS035/1119, SS035/1123, SS035/1144, SS035/1152, SS035/1359, SS035/1885, SS035/1886, SS076/8, and SS076/H4 and CCP sites F1, F58, F69, F847F, F1062, F1065, F1071-A, F1106, F1111, and F1133 are classified as Category 3. Category 3 is defined as: areas where release, disposal, and/or migration of hazardous substances has occurred, but at concentrations that do not require a removal or remedial response. IRP studies have been completed, and No Further Action is required at these facilities.

vicinity of IRP sites LF002, LF003, LF010, LF012, SS017*, SS018, SS020*, SS021, ST022*, SS032*, SS035/25*, SS035/33*, SS035/48*, SS035/176*, SS035/178*, SS035/305*, SS035/806*, SS035/821*, SS035/860*, SS035/1050*, SS035/1051*, SS035/1053*, SS035/1061*, SS035/1071*, SS035/1151*, SS035/1354*, LF048*, FT049*, ST053*, ST054*, ST055*, ST065*, SS078, PS082*, and SS083*, and CCP sites F40*, F70*, F200*, F500*, F717*, F847C*, F867*, F1135*, and F1188* are classified as Category 4.

Category 4 is defined as: areas where release, disposal, and/or migration of hazardous substances has occurred, and removal or remedial actions have been taken. Sites with an asterisk (*) indicates that No Further Action is required at these facilities.

vicinity of IRP sites LF005, LF006, LF007, LF008, LF009, LF011, FT023, OT024, ST025, OT028, SS035/518, SS035/552, SS061, and SS076 and CCP site F844 are classified as Category 5 since interim source removal measures are on going but have not been completed. Category 5 is defined as: areas where release, disposal, and/or migration of hazardous substances has occurred, and removal or remedial actions are under way, but not been completed.

There are no utility systems classified as Category 6. Category 6 is defined as: areas where release, disposal, and/or migration of hazardous substances has occurred and evaluation is complete, but remedial actions have not been implemented.

vicinity of IRP sites FL085/839 and FL085/1101 as well as Military Munitions Response Program (MMRP) sites MRA 284, MRA285, MRA287, Skeet Range A, and Former Bombing Range are classified as Category 7. Category 7 is defined as: areas that have not been evaluated or require additional evaluation. The RCRA Facility Investigation (RFI) has not been initiated at these facilities.

24 J3-24

List of Contaminated Sites on MacDill AFB Air Force Site ID Regulatory ID (Alias) Site Name Media/Contaminants Status

Utilities Present

LF001 SWMU 1 Landfill at Gadsen Point GW/Metals, Solvents NFA None LF002 SWMU 2 Landfill at Golf Course Soil, GW/Arsenic LUC PW LF003 SWMU 3 Landfill at Dog Kennel GW/Arsenic LUC w/LTM E, G, PW, S LF004 SWMU 4 Rubble Landfill None NFA E

LF005 SWMU 5 Landfill at CE Washrack Soil, GW, SW/Metals, PAHs LUC w/MNA PW, S

LF006 SWMU 6 Landfill at EOD East GW/Metals LUC w/MNA E, S LF007 SWMU 7 Landfill at EOD West GW, SW/Metals, Solvents LUC w/MNA E, S LF008 SWMU 8 West Landfill GW, SW/Metals, Solvents LUC w/MNA E, S

LF009 SWMU 9 Current Landfill Soil, GW, SW/Metals, PAHs, Solvents LUC w/MNA E

LF010 SWMU 10 Rubble Landfill Soil, GW/Metals, Chloroacetic Acid LUC E

LF011 SWMU 11 Chemical Munitions Burial Site Soil, GW/Metals, Chloroacetic Acid LUC w/MNA E

LF012 SWMU 12 Sludge Disposal Area Soil, GW/Metals, PAHs LUC w/LTM PW WP013 SWMU 13 Creosote Pit Soil/Metals NFA E, G, PW, S WP014 SWMU 14 Clear Zone Pond None NFA PW WP015 SWMU 15 Sludge Pit Soil, GW/Metals NFA None ST016 Site 16 Fuel Tank Farm Soil, GW/Lead, POL RAP PW

SS017 SWMU 17 Drum Storage Area Soil, GW/Metals, PAHs, PCBs NFA E, PW

SS018 SWMU 18

Former Chemical Warfare Storage and Training Area Soil, GW/Metals, PAHs LUC E, PW, S

SS020 SWMU 20 Former Paint Storage GW/Metals NFA E, PW, S

SS021 SWMU 21 Old Refuel Area (CE Storage) Soil, GW/Metals, PAHs, PCBs LUC E, PW

ST022 Site 22 Earth Berm (Fuel Bladders) Soil, GW/Metals, POL NFA for Soil, GW under

SWMU 61 E, G, PW, S

FT023 SWMU 23 Northwest Fire Training Area GW/Solvents RA-O E, PW

OT024 SWMU 24

Former Energy Management Laboratory

Soil, GW/Metals, POL, Solvents RA-O E, PW

J3-25

ST025 SWMU 25 Former UST (Detachment 1) GW/Chlorinated Solvents RA-O E, PW, S SD026 Site 26 Jet Engine Test Cell Soil, GW/POL RPO E, PW OT028 SWMU 28 Entomology Shop Wash Area Soil, GW/Metals, PAHs LUC w/LTM E OT029 SWMU 29 AGE Building GW/Chlorinated Solvents Incorporated into SWMU 61

SS032 Site 32 Former Base Exchange Service Station Soil, GW/POL NFA E, PW, S

SWMU 35 Oil/Water Separators

SS035/1051 OWS 1

Part of SWMU 35. In use (Fuels Mobility)

Soil, GW/Metals, PAHs, POL NFA E, G, PW, S

SS035/1053 OWS 2

Part of SWMU 35. In use (Fuels Mobility) Soil, GW/PAHs NFA E, G, PW, S

SS035/1061 OWS 3 Part of SWMU 35. OWS removed. Soil, GW/Metals, Pesticides NFA PW, S

SS035/518 OWS 4

Part of SWMU 35. In use (Aircraft Washrack) Soil, GW/Metals, PAHs LUC w/MNA PW

SS035/527/1155 OWS 5 Part of SWMU 35. OWS removed. Soil, GW/POL LUC E SS035/1071 OWS 6 Part of SWMU 35. OWS removed. Soil, GW/Metals, POL NFA E, G, PW, S

F1065 OWS 7

Compliance Site. No evidence of release per USGS report. In Use (Fuel Truck Maintenance) None NFA E, G, PW, S

SS035/552 OWS 8 Part of SWMU 35. In use (AGE) Soil, GW/Metals, PAHs LUC w/MNA E, G, PW SS035/555 OWS 9 Part of Site 56. OWS removed. None NFA PW SS035/1151 OWS 10 Part of SWMU 35. OWS removed.