Project_Plan_Specifications_ABE-ATCT_8-29-14Clean.pdf

Fuel System Upgrade – Project Plan

For

ABE - ATCT

Located in:

ALLENTOWN, PA (ABE)

August 29, 2014

AUGUST 24, 2014 ABE-ATCT

Table of Contents

1.0 INTRODUCTION

1.1 Project Description

1.2 Project Organization and Point-of-Contact Information

2.0 EQUIPMENT/MATERIAL PROCUREMENT

3.0 SYSTEM DESIGN

3.1 Photographs

4.0 PERMITTING

4.1 Pennsylvania Permitting Requirements

4.2 Asbestos and Lead

5.0 PROPOSED WORK PLAN

5.1 Location of Underground Utilities and Structures

5.2 Temporary Fuel Supply

5.3 System Transition

5.4 Remove Existing UST, Piping, and Associated Equipment and Materials

5.4.1 Removal of Product, Free Liquids, and Sludge

5.4.2 Purging and Inerting

5.4.3 Tank Excavation

5.4.4 Piping Excavation

5.4.5 Stockpiled Soils

5.4.6 Piping and Ancillary Equipment Removal

5.4.7 Tank Excavation

5.4.8 UST Soil Excavation Examination

5.5 UST Closure Documentation

5.6 Backfilling

5.7 Install Aboveground Tank

5.8 FST Monitoring System

5.9 System Transition from Temporary to Permanent AST Fueling System

5.10 Additional AST Fueling System Requirements

5.11 Additional Underground Piping Requirements

6.0 HEALTH AND SAFETY

7.0 SECURITY

8.0 PROJECT EXECUTION

8.1 FAA Coordination/Site Entry

8.2 FAA Pre-construction Checklist

8.3 Facility Inspections/Pre-construction Meetings

8.4 Installation

8.5 Training

8.6 Contractor Acceptance Inspection (CAI)

8.7 As-Built Drawings/Closure Report

8.8 Salvage Disposal

8.9 Equipment Storage

8.10 Construction Standards

APPENDICIES

APPENDIX A - Trip Report for ABE ATCT Initial Site Visit

APPENDIX B - NOT USED

APPENDIX C - FAA AST Site Drawings and Parts Manufacturer Cut Sheets – FOR

REFERENCE ONLY

APPENDIX D - Fuel Storage Systems – Installation Requirements – FOR

REFERENCE ONLY

APPENDIX E - FAA Day tank Piping and Mechanical Details – FOR REFERENCE

ONLY

APPENDIX F - Hazard Analysis APPENDIX G - Logs and Reports

1.0 INTRODUCTION

The Federal Aviation Administration (FAA) Fuel Storage Tank (FST) program manages and sustains active FST systems across the FAA National Airspace System (NAS) to assure fielded systems meet operational readiness and environmental compliance requirements. Lifecycle guidelines have been established to aid in forecasting replacement requirements. FST systems are additionally exposed to influences that may generate replacement or repair requirements in advance of lifecycle guideline predictions. These include severe environmental conditions, impacts, changes in minimum regulatory standards, and similar intervening occurrences.

The AJW-22 FST Program Office (PO) has verified that replacement of the FST systems is required to sustain critical operation capacity, preclude potential for assessment of regulatory non-compliance fines, and to assure the systems protect the surrounding natural and build environments.

TABLE 1

LOC ID FAC TYPE CITY, STATE

ABE ATCT Allentown, PA

The Volpe Center (Volpe) is tasked by FAA to assist by constructing the necessary modifications to address each individual facility FST system requirements.

This plan, developed for the ABE ATCT facility FST system replacement, presents the component make and model determinations, and installation procedures required to provide an FAA compliant system.

1.1 Project Description

The work includes fuel storage and delivery system upgrades and incidental related work. Project elements of work for the diesel tank systems will include the following.

· Diesel facilities:

o Remove and proper disposal of the underground storage tank (UST) and associated fuel oil supply and return piping, electrical conduits, and vent lines o Prepare UST closure documentation according to state-specific guidelines o Install field constructed or pre-manufacture supplied pre-cast concrete foundation pad for 1000 gallon aboveground diesel tank and stairs/platform o Install new aboveground storage tank (AST) and stairs/platform o Install proper anchoring and grounding for tank and stairs o Install associated fuel oil supply and return piping from the AST to the Engine

Generator (EG) o Install a Veeder-Root TLS 300 fuel monitoring system including wiring, new probe, sensors, printer, overfill alarm, acknowledgement switch, associated equipment, and electrical conduit as required o As required by facility, connect the fuel monitoring system to the existing FAA Environmental Remote Monitoring System (ERMS) system P1 and P6 panels o The on-site work required is expected to take no longer than two weeks to complete.

1.2 Project Organization and Point-of-Contact Information

Volpe Center’s points of contact for the project are listed in Table 2. Volpe Center will coordinate all field activities through the specified FAA Point of Contact (POC) for the MDT ATCT facility listed in Table 3. Volpe Center will communicate with service area (SA), PO, and facility personnel during the planning and execution process, as necessary. The contractor will coordinate with regulatory authorities as required for permits, approvals, and inspections. If at any time there is an on-site emergency, or there are concerns over the execution of the projects, the Volpe Center POC and the SSC POC should be contacted as soon as possible.

TABLE 2 - Contractor POC Information

Name Title Phone Cell Phone #

Michael Buonopane Contracting Officer

Representative (COR) and Program Lead

617-494-2356 617-571-9761

Carl Chin Contracting Officer (CO) 617-494-2072

TABLE 3 - FAA SSC POC Information

Name Title Contact Phone #

Allen Laird SSC Manager - ABE-ATCT 610-264-2220

2.0 EQUIPMENT/MATERIAL PROCUREMENT

All materials will meet industry standards and manufacturers compatibility recommendations as appropriate.

Three tables, Recommended Components for AST Installation, Recommended Components for Diesel Monitoring System Installation and, Recommended Components for Daytank Fueling System Installation, are presented below for the major equipment and system components to be installed. Components are identified by generic nomenclature, manufacturer, and model number (as appropriate). The manufacturers identified are recommended suppliers. FAA may elect alternate suppliers with equivalent materials. Additional component information can be found in Appendices C, D, and E.

Table 4 - Recommended Components for AST Installation*

Item Manufacturer Model Estimated Quantity

Install Location

AST (1000 gal) UL 2085 Listed

Phoenix+ Envirovault 1 Aboveground - Outside

Fuel Oil Supply Flexible Line

Aeroquip FC-300-12 50FT Underground - Outside

Reusable Hose Ends Aeroquip 2021-12-12S TBD Dependent on installation requirements

¾” JIC ¾” MNPT Aeroquip 4411-12S TBD Underground - Outside Fuel Oil Return Flexible Aeroquip FC-300-16 50FT Underground - Outside

Table 4 - Recommended Components for AST Installation*

Item Manufacturer Model Estimated Quantity

Install Location

Line

Reusable Hose Ends Aeroquip 2021-16-16S TBD Dependent on installation requirements

1” JCX 1” MNPT Aeroquip 4411-16S TBD Underground - Outside Termination Boot

OPW PISCES TBA-4175A 1 Interior secondary piping at penetration into EG Room

Manual Tank Gauge OPW 200TG 1 On Tank Fire Valve McMaster Carr+ 4716K54 1 or 2 Inside EG Room

4” RGS PVC

Coated Pipe

Robroy or Ocol

As Required 50FT Underground from sump box next AST to wall penetration of EG Room.

AST Phoenix+ Envirovault 1 Aboveground - Outside

* Reference Appendices C and D for additional information.

+ Or equivalent

Table 5 - Recommended Components for Diesel Monitoring System Installation

Item Manufacturer Model Quantity Install Location

Tank Monitoring System Veeder-Root TLS-300 w/printer 1 Interior of Building

Overfill Alarm Veeder-Root 790091-001 1 Outside E/G room

Alarm Acknowledgement Switch

Veeder-Root 790095-001 1 Outside E/G room

Leak Detection Probe Veeder-Root Mag 1 847390-104 1 AST

Interstitial Sensor Veeder-Root 794390-404 1 AST

Sump Sensor Veeder-Root 794380-209 1or 2

AST Equipment box and other piping/sump low-point location.

Table 6 - Recommended Components for Day tank Fueling System Installation*

ABE Day Tank Fueling System is existing** Item Manufacturer Model Quantity Install Location Black Iron Pipe Local Supplier Length varies per facility Inside EG Room

Black Iron Pipe Elbows Local Supplier Size and number varies with facility

Inside EG Room

SS Ball; Bronze Body Ball Valves-Female Threads

Apollo+ 7010401 Size and number varies with facility

Inside EG Room

Service Union Local Supplier Size and number varies with facility

Inside EG Room

Black Iron Reducers Local Supplier Size and number varies with facility

Inside EG Room

Fuel Filter/Water Separator Raycor + 500 FG 1 Inside EG Room

Table 6 - Recommended Components for Day tank Fueling System Installation* ABE Day Tank Fueling System is existing**

Item Manufacturer Model Quantity Install Location w/30 Micron Filter SS Flex Hose Hosemaster+ G075CM120 Size and number varies with facility Inside EG Room

SS Flex Hose Hosemaster + G0100CM120 Size and number varies with facility

Inside EG Room

Check Valve Nibco+ T-413B-1 Size and number varies with facility

Inside EG Room

Y Strainer Apollo+ 59004P2 Size and number varies with facility

Inside EG Room

Ball Valve Apollo+ 7010501 Size and number varies with facility

Inside EG Room

* Reference Appendices C and E for additional information.

+ Or equivalent ** Fuel lines from the AST will be hard piped to existing Day Tank Supply and Return lines.

3.0 SYSTEM DESIGN

3.1 Diesel Fueling System:

A baseline design package for diesel AST, developed by the FAA FST Program Office, for overall implementation of a fuel system upgrade is included in Appendix C of this report.

Additional drawings associated with the diesel fuel system include manufacturer AST drawings for a 1,000-gallon AST, manufacturer materials sheets for key AST components, a daytank fuel piping drawing, and facility-specific site drawings are also included in Appendices A, C,D, and E.

3.2 Photographs

Photographs of the facilities are attached in the Acquisition Documents in Appendix A.

4.0 PERMITTING

The contractor will complete and submit permits (FAA, Federal, state, and local) prior to construction if so required.

Volpe/FAA will generate the Categorical Exclusion (CATEX), Integrated Risk Management Checklist (IRMC), Form 7460, and other FAA related documents, to be completed as needed.

Additional permitting requirements for Pennsylvania are listed below. This list is not meant to be all inclusive; the Contractor shall use their experience and knowledge of local and state requirements to obtain the required permits.

4.1 Pennsylvania Permitting Requirements

1. All handling activities of UST have to be supervised by a DEP certified installer/remover

a. A list of certified installers can be obtained from: Bureau of Environmental Cleanup Brownfields, Division of Storage Tanks, P.O. Box 8762, Harrisburg, PA 17105

T:800-42-TANKS

b. If tanks are not registered, there is a $50 fee to the Registration of Storage Tanks” and the appropriate DEP regional Office

c. Notify PA DEP 30 days prior to permanent closure. Include:

i. Underground Storage Tank System Closure Notification form

ii. Send form to PA State Police, Fire Marshal Division

iii. A site assessment will need to be conducted while removal activities are being performed.

d. State and local forms include –

· Underground Storage Tank System Installation/Closure Notification Form

· Underground Storage Tank System Closure Report Form

· General Information Form

· Site Specific Installation Permit form Part I

· Site Specific Installation Permit form Part II

· Mapping Part II #1

· Siting Part II #1

· Geological Part II #3

· Tank Permit Form – Allentown

· Commercial Construction Permit – Allentown

· Building Alteration Permit – Allentown

· Application for Electrical – Allentown

· Application for Plumbing – Allentown

e. County Specific Information

i. Allentown PA (http://www.allentownpa.gov/Government/Departments-

Bureaus/Building-Standards-Safety/Building-Permit-Info ) -

2. Diesel AST Installation Requirements

a. Aboveground tanks larger than 250 gallons and underground tanks larger than 110 gallons containing a regulated substance (e.g., diesel fuel) generally must be installed by DEP-certified tank installers and be registered with DEP.

b. There are some exceptions.

i. Aboveground tanks with a capacity of 1,100 gallons or less storing motor fuel for non-commercial purposes (not for resale) are exempt from registration

Storage tank installations may also require permits from DEP's Air Quality and Clean Water programs as well as from the Pennsylvania Department of Labor and Industry.

http://www.dep.state.pa.us/ (Keyword Storage Tanks).

http://www.dep.state.pa.us/

4.2 Asbestos and Lead

Research of available FAA reports was conducted to determine the presence of asbestos and lead containing materials at the ABE-ATCT facility. No data records were available for each of these facilities.

The contractor shall test for the presence of asbestos and/or lead based paint and be licensed and certified to remove asbestos/lead containing material as required by local, state and federal regulations. The contractor shall comply with all applicable local, state and federal regulations for the removal and disposal of any asbestos/lead containing material or other hazardous material found on the property and shall use proper demolition methods to prevent cross-contamination onto the site soils.

5.0 PROPOSED WORK PLAN

The contractor will conduct the removal and installation portions of the project during a single mobilization to the facility. Trained and licensed workmen (per federal, state and local requirements, as required), shall perform all work. All work areas shall be kept clean and free of debris and upon completion of daily work activities; all work areas will be left in an ordered and professional manner. The contractor will supply all supervision, labor, materials, equipment, tools, and supplies necessary to perform the features of work.

The project field activities are divided into three major segments or features of work: installation of a temporary fuel supply, removal of the existing UST/AST and tank components, and installation of new AST and tank components.

5.1 Location of Underground Utilities and Structures

All activities requiring excavation actions will require contacting state and local underground locating services (e.g., Call-before-you-dig, Call 811, etc.) at least 72 hours prior to excavation in order to locate underground utilities. Contractor shall employ Ground Penetrating Radar (GPR) and Electromagnetic Resonance Imaging (EMI) to assure locations of underground utilities in the UST removal and piping areas including electrical cables and conduits, drain and sewage piping, gas and fuel piping, vent piping, etc. All locations shall be clearly marked prior to excavation.

Notify the onsite Government Representative at least 48 hours prior to starting excavation work.

5.2 Temporary Fuel Supply

· Provide and install double walled temporary 250 gallon (minimum) diesel fuel storage tank capable of sustaining emergency power generation for 72 hours. Tank will be equipped with:

o Manual volume gage o Atmospheric vent with approved cap o Secondary leak detection o Spill containment

· Placarding shall be installed (including size, contents, flammable/combustible as appropriate, NFPA diamond, and NO SMOKING).

· Position temporary tank in proximity to existing EG unit but not so that work area is compromised.

· Provide and install Aeroquip hoses (or equivalent) for diesel systems to be utilized as temporary fuel oil supply and return lines (as required). Product lines should be the same diameter as current piping or as necessary to provide a continuous and adequate fuel supply to the EG.

· Make fuel oil supply line connection prior to existing day tank supply pump and make fuel oil return line connection at existing fitting inside engine generator room.

· Transfer and remove existing clean fuel from UST. Avoid transferring fuel from the bottom of the tank to avoid the transfer of sludge.

· Fill temporary tank NOT MORE THAN 90% of capacity.

· Remove and containerize remaining existing clean fuel for re-use. Do not containerize sludge, solids, or other particulates. Properly dispose of sludge, solids, or other particulates.

· Charge and prime all new fuel lines.

· Remove and properly dispose of contaminated fuels remaining in UST.

5.3 System Transition

· Disconnect existing fuel lines at existing joints.

· Connect new temporary fuel lines. Connect at first joint or junction inside wall penetration to interior piping.

· Perform operational readiness inspection and testing.

· Visually inspect temporary fuel system for leaks.

· Perform live engine test for no less than one day tank refill cycle or 20 minutes of actual run time, or until the FAA POC is satisfied with fueling system operation.

FAA will certify operation of temporary fuel system by conducting field testing that includes load conditions on emergency electrical generator. Testing will be of sufficient length to allow temporary fuel system to cycle through a complete normal operating range.

5.4 Remove Existing UST, Piping, and Associated Equipment and Materials

5.4.1 Removal of Product, Free Liquids, and Sludge

· Before excavating, drain product back to the tank, remove residual liquids trapped in the product lines, and remove all product from the tank.

· Purge and vent the tank according to industry guidelines and practices, and state guidelines.

· Excess tank product, beyond what is to be stored for the temporary fueling system, shall be properly containerized and stored on-site for future use in the new installed AST. Other free liquids, sludge, water, etc. shall be containerized removed and disposed of, with proper manifests, by the Contractor.

· The Contractor shall be responsible for obtaining all required UST removal permits.

The Contractor shall provide approved containers, equipment, signs, labels, placards and manifests necessary for accomplishment of the work, including materials necessary for cleaning up spills that could occur during tank removal operations.

5.4.2 Purging and Inerting

· Prior to excavation beyond the top of the tank, the Contractor shall disconnect all the piping (except the piping needed to purge or inert the tank).

· Combustible vapors shall be purged from the tank or the tank made inert in accordance with industry practices and state guidelines. The tank atmosphere shall be continuously monitored for combustible vapors with a Combustible Gas Indicator (CGI) or equivalent monitoring equipment.

5.4.3 Tank Excavation

· Contractor shall maintain around the tank an excavation of sufficient size to allow workers ample room to complete the work, but also protect the workers from sliding or cave-ins.

· Although unexpected, sheeting, bracing, or shoring shall be installed in the absence of adequate side slopes if there is a need for workers to enter the excavated area.

· Surface water shall be diverted to prevent direct entry into the excavation. Water removed from the excavation shall be containerized, tested and disposed. Disposal method shall be established based on testing results.

5.4.4 Piping Excavation

· Excavation shall be performed as necessary to remove tank piping and ancillary equipment.

· The excavation shall be backfilled as soon as possible after tank and confirmation soil samples have been taken.

· The Contractor shall divert surface water around excavations to prevent water from directly entering into the excavation.

5.4.5 Stockpiled Soils

· Uncontaminated excavated soil shall be stockpiled and used for backfill in the tank excavation prior to using borrow material.

· Contaminated or suspected contaminated soil shall be stockpiled separately and covered to protect from rainwater.

· Contaminated soils will be properly manifested and disposed.

5.4.6 Piping and Ancillary Equipment Removal

· Piping shall be removed completely. All tank ancillary equipment and piping connections shall be capped.

· Piping exterior and ancillary equipment shall be cleaned to remove all soil and inspected for signs of corrosion and leakage. The Contractor shall ensure no spillage of the piping contents occurs.

· Piping and ancillary equipment will be manifested and properly disposed at an off-site location.

· Remove the UST vent piping and bollards as required by the state and dispose of properly.

· Dispose of the existing fuel monitoring system, all sensors/probes, and electrical conduits and control wiring, as needed.

5.4.7 Tank Excavation

· Tank shall be removed from the excavation and the exterior cleaned to remove all soil and inspect for signs of corrosion, structural damage, or leakage.

· Tank shall be cleaned and the contents properly manifested and disposed.

· Tank shall be manifested and transported off-site for proper disposal. A Certificate of Destruction will be required for the tank disposal.

5.4.8 UST Soil Excavation Examination

· After the tank has been removed from the ground, examine the adjacent and underlying soil for evidence of leakage. Adhere to state-specific guidelines for soil screening practices.

5.5 UST Closure Documentation

· The UST Removal Contractor will develop UST Closure documentation, including UST Closure notification and reporting, as necessary per state requirements.

Additionally the Contractor will perform soil and water (as required) sampling as required by the appropriate regulatory agencies. At a minimum, soil under the existing tank and along the pit walls and piping runs shall be laboratory analyzed for Diesel Range Organic (DRO) and the results reported to Volpe Center COR.

5.6 Backfilling

· The tank area and other excavations will be backfilled as soon as possible after tank and soil removals have been completed and confirmation samples have been taken.

Soil removal shall be complete after the bottom of the tank excavation is determined to have soil contamination levels below the state standards, or approval by the state inspector and/or onsite Government Representative. The excavation shall be dewatered if necessary.

· Backfill consisting of clean fill will be placed in layers with a maximum loose thickness of 6 inches, and compacted to 90 percent maximum density for cohesive soils and 95 percent maximum density for cohesion-less soils. Density tests shall be performed by an approved commercial testing laboratory or by facilities furnished by the Contractor. Test results will be attached to contractor’s Quality Control Report. A minimum of one density test shall be performed on each 6-inch lift according to industry standards and practices.

· Self-compacting backfill material may be used as an alternative material provided the material is installed according to standard industry practices and will provide a stable media for the installation of a concrete pad and AST.

5.7 Install Aboveground Tank

· Install a new concrete pad for the AST and stairs/platform. AST pad will be minimum 8-inches thick, rated at 4,000-psi, and contain #4 rebar placed along 12-inch centers within the pad foundation. The pad shall extend 12-inches beyond the dimensions of the AST.

· Install new sump underground that will contain the fuel supply, return and monitoring cables underground into the EG Room.

· Place tank in accordance with sketch in Appendix A, Attachment C and specifications, and AST manufacturer installation requirements.

· Tank transfer from the flatbed truck to the pad to be conducted by crane or forklift as necessary.

· Provide and install secondarily contained fuel service lines from tank top penetrations to connection point of temporary fuel lines in accordance with instructions and final design drawings per Appendices A, B, and C.

· Material and placement shall be in accordance with instructions and drawing plans per Appendices A, B, and C

· Return containerized fuel to new AST in a sufficient amount to test the system.

· Charge and prime all fuel service lines.

· Perform integrity testing on system components in accordance with regulatory requirements and manufacturers recommendations.

5.8 FST Monitoring System

· Install all components of FST monitoring system.

o Replacement system shall be Veeder-Root brand Model TLS-300C or approved equivalent.

o Provide and install probes, sensors and remote overfill alarm in accordance with drawing plan set.

o Install new monitor control, communications, and power wiring as required and in accordance with manufacturer’s requirement.

o All conductors will be terminated in accordance with manufacturer requirements and power conductors shall be connected at existing distribution panel/circuit for FST monitor.

5.9 System Transition from Temporary to Permanent AST Fueling System

· Disconnect temporary fuel lines at existing joints

· Connect new permanent fuel lines

· Perform operational readiness inspection and testing

· Visually inspect system for leaks

· Perform live engine test for no less than one day tank refill cycle or 20 minutes of actual run time, or until the FAA POC is satisfied with fueling system operation.

FAA will certify operation of temporary fuel system by conducting field testing that includes load conditions on emergency electrical generator. Testing will be of sufficient length to allow temporary fuel system to cycle through a complete normal operating range.

· Return fuel from temporary tank and containerized storage to new permanent AST

5.10 Additional AST Fueling System Requirements

· Requirements for the installation of an AST fueling system can be found in Appendix D.

· Install new Emergency Vent Pipe for the Day Tank. Install the proper vent pipe caps on emergency vent pipe, see sketch (attachment C of Appendix A)

5.11 Additional Underground Piping Requirements

Requirements for the installation of underground piping can be found in Appendix D.

6.0 HEALTH AND SAFETY

A copy of the approved Activity Hazard Analysis and required safety precautions is included as Appendix F. All on-site personnel will meet 29 CFR Part 1910 (OSHA), FAA’S minimum personnel safety standards and training requirements. Daily Safety Meetings will be held and all visiting personnel will be made aware of safety precautions. The Activity Hazard Analysis will be attached to and become part of the standard FAA Safety Checklist (Form 3900-8).

7.0 SECURITY

The following security protocols will be maintained:

· Volpe shall provide the names of all site work personnel. This shall be provided 72-hrs in advance of their mobilization

· An Government representative shall escort Contractor personnel whenever on site

· All vehicles will have proof of registration and inspection available at all times

· Contractor shall notify Government representative 24-hrs in advance of any deliveries to the site

8.0 PROJECT EXECUTION

8.1 FAA Coordination/Site Entry

Volpe will coordinate with the FAA representative and will facilitate site entry and will coordinate with all affected FAA operations and divisions. The Volpe Project Lead will coordinate scheduled on-site arrival with the FAA Technical POC.

8.2 FAA Pre-construction Checklist

FAA will complete the pre-construction checklist (Form 3900-8) prior to construction.

8.3 Facility Inspections/Pre-construction Meetings

In conjunction with personnel and equipment mobilizations, Volpe Center will conduct an on-site in-brief/pre-construction meeting with the FAA.

8.4 Installation

Trained and qualified personnel will execute the installation. On-Site Lead will document daily project activities. Daily contractor report and log forms are attached as Appendix G.

Components will be installed in accordance with industry standards and manufacturer’s instructions. Quality control checks/testing will be conducted on hardware installations. The workday will commence at 7:00 a.m. and continue for an amount of time reasonable to accomplish the installation.

Workers will require access to the facility during installation of the system components.

Government escort will need to have firsthand knowledge of the facility and all components installed at facility and are authorized to grant approval for modification to existing facility components and systems.

8.5 Training

Operator and maintenance familiarization training for the installed system components will be conducted.

8.6 Contractor Acceptance Inspection (CAI)

The CAI shall be completed prior to the On-Site Lead leaving the site. Any deficiencies noted shall be corrected immediately and an amended CAI will be completed to verify repairs/corrections have been completed.

8.7 As-Built Drawings/Closure Report

The Contractor shall upon completion of the installation of the system component’s, document the locations of the systems components including measurements of conduit, wiring, piping and other materials. This documentation will be in the form of an as-built drawing (CAD and PDF) and a Project Closure Report. The Project Closure Report will include material purchase listings, Operations and Maintenance manuals as available from manufacturers, warranty information and other guarantee cards provided by manufacturers, along with photographs of the project execution.

8.8 Salvage Disposal

The Contractor will take possession of all equipment, materials and components removed during the project. The contractor shall properly dispose of all system components upon completion of a newly installed system. Disposal tickets will be required.

8.9 Equipment Storage

The Contractor will store its equipment and tools on-site during the duration of the project.

Electronics materials such as the Veeder Root panel will require storage inside the E/G room or other area as designated by FAA facility personnel.

8.10 Construction Standards

The contractor will complete all work and leave all work areas in a clean, workman-like manner.

APPENDIX A

TRIP REPORT FOR ABE ATCT SITE VISIT

Memorandum

To: Volpe

CC: Mike Buonopane

From: Larry LaPlante

Date: 8/29/2014

Re: Trip Report – ABE ATCT Site Visit 7/29/14

The FAA FST Support Team travelled to Allentown, PA to conduct a site survey at the ABE ATCT site for the purpose of preparing specifications for an aboveground storage tank (AST) tank replacement scheduled in FY14.

Please see below for a detailed finding of the trip report.

Support Team arrived at the Allentown, PA site on July 29, 2014 and met with facility personnel. The team had full access to facility for purpose of conducting the site survey. Once on site, members of the team took notes and photo-documented the tank system components and site area. Observations regarding the system design are as follows:

· 2,500-gallon diesel UST, manufactured by Xerxes

· Day tank is installed at the site.

· The tank provides fuel to a Kohler generator with a burn rate of approximately 10 gallons per hour.

· Supply and return piping consists of black iron piping inside of secondary containment piping that runs underground into the EG Room.

· The system employs an outdated combination fuel monitoring system utilizing a Pneumercator gauge and an EMCO LeakSensor, Jr. leak detection monitor. The install date could not be determined.

The team completed a Site Survey Checklist and EOSH checklist (attached). Below is a summary of some of the key findings and recommendations for the tank replacement:

1) Based on the burn rate of the generator, it was determined that the existing UST is significantly oversized. It is recommended that a 1000-gallon AST be installed to replace the existing tank.

2) Facility personnel will be requested concerning existing information regarding lead and asbestos studies for the site.

3) The storage tank system exhibited a number of deficiencies, including the lack of a fill limiter, an outdated fuel monitoring system, a non-working overfill alarm, and a missing day tank emergency vent.

4) Facility personnel believe there is a grounding loop around the building that can be utilized for the AST and stairs/platform grounding purposes.

Supporting documentation for this site survey is included as attachments to this memo. These attachments include:

· Photographs of the existing tank system – Attachment A

· Site Survey checklist – Attachment B

· Site Drawings – Attachment C

Appendix A – Site Photographs

1. Photo No. 2. Facility 2. Facility

4. Photographer 3. Date 4. Photographer

5. Location

1. Photo No.

3. Date

5. Location

6. Description 6. Description

Allentown, Pennsylvania

ABE ATCT ABE ATCT

LaPlante LaPlante

Allentown, Pennsylvania

July 29, 2014 July 29, 2014

1 2

Current UST location and proposed location of new AST. Day tank. Existing piping entry penetration (left of the DT) will be utilized for new secondary containment and fuel piping entry.

4. Photographer 3. Date 4. Photographer

5. Location

1. Photo No.

3. Date

5. Location

6. Description 6. Description

Allentown, Pennsylvania

ABE ATCT ABE ATCT

LaPlante LaPlante

Allentown, Pennsylvania

July 29, 2014 July 29, 2014

Location of secondary containment piping entry into outside EG Room wall.

Current monitoring system and proposed location for new Veeder-Root TLS 300 fuel monitoring system installation. NOTE: Conduit for vent louver wiring currently runs between the two monitoring system components. The conduit will be disconnected and rerouted around the new installed Veeder- Root fuel monitoring system.

3 4

4. Photographer 3. Date 4. Photographer

5. Location

1. Photo No.

3. Date

5. Location

6. Description 6. Description

Allentown, Pennsylvania

ABE ATCT ABE ATCT

LaPlante LaPlante

Allentown, Pennsylvania

July 29, 2014 July 29, 2014

Radiator piping and a piping support post in need of support during the underground fuel piping installation.

Name:

331 Airport Drive

0 LF

0.3 CY to be installed

(to replace removed asphalt)

0 EA 0

CIVIL INSTALLATION Baseline Quantity Actual Quantity

Remove conduit/s? NO Remove fuel oil control valve/s? NO

0 EA 0

0 EA 0

0 EA 0

ELECTRICAL DEMOLITION Baseline Quantity Actual Quantity 0 EA 0Remove DDCP fuel control panel/s? NO

6 LF 0

Tank Replacement

0 EA 0Close in Place Underground Piping? NO

26 LF

Remove vent line/s? NO

2500-gal

0 EA 1

0 EA 1

0 EA 0

MECHANICAL DEMOLITION Baseline Quantity Actual Quantity

0 EA 1

Tank Repair

0 EA 0

0 EA 0

Remove Fuel Tank Monitor/s? YES 1 EA 2

Remove entire daytank control panel/s? NO Remove Pump motor starter/s? NO

Remove ERMS Connection/s? NO Site Specific Electrical Demolition:

Gravel Removal? YES

Several bushes located north of the proposed new AST location will need to be removed in order to install the AST pad, stairs, and piping.

Asphalt Trenching Installation? YES

0 CY 10 CY

0 CY 0.5 CY

1-1000 EA

Site Specific Mechanical Demolition:

Mode of transportation to the facility for equipment delivery? Truck

Asphalt Trenching removal? YES

Concrete Trenching removal? YES

Remove submersible pump/s? NO wall and will cut across an asphalt driveway, a concrete sidewalk, underneath radiator water lines, and a water pipe support post.

Asphalt and Concrete removal will be required. Concrete curb repair may also be necessary.

Bollard removal? YES Site Specific Civil Demolition:

0 EA

Baseline Quantity Actual Quantity

0 LF

0.3 CY to be removed

12' X 2' X 4"

Close in Place Underground Tank/s? NO

Remove manway and piping containment/equipment sump/s? YES Remove fill port and spill bucket/s? YES

Remove outside fuel piping - approximately 50 feet - supply and return piping inside a secondary containment plastic pipe. Each line is approx 50-feet Will remove above ground portion of vent line, as requested.

If yes coverage requirements:

Soil Excavation to Remove or Expose Piping? YES

Remove tank/s? YES

Site Specific challenges: AST will be installed in same location after current UST is removed. Piping will be underground from the AST to outside the EG room

Remove fuel lines? YES

GENERAL REQUIREMENTS/LOGISTICS

If yes are they utilizing a local firm? - UNDECIDED Utility locating service, Ground Penetrating Radar (GPR), and Electromagnetic

Imaging (EMI) services required

Temporary Facilities Required? YES

Surveying & Utility locating required? YES

If yes Amount:

SITE WORK

Bond Required by local municipality? NO Specific Insurance required? NO

0 LF

0.12 CY to be removed

68.5" X 2' X 4"

0 CY 2.5 CY

0 CF 1 CYConcrete Support Slab Removal? YES

Soil Excavation to Remove or Expose tank? YES

Latitude Longitude

Remove manway lid/s? YES

Remove Daytanks? NO 0 EA

CIVIL DEMOLITION

AST UST 1-UST 1-AST

SITE SURVEY CHECKLIST Location Identifier Facility Identifier

Address City

State

Date Facility POC

ABE

ATCT

Allentown

40.658466 -75.441668

Alan Laird Daytime Phone: 610-264-2220

PA

7/29/2014

Type of FST Number of Tanks to be removed Number of tanks to be installed

ELECTRICAL DEMOLITION Baseline Quantity Actual Quantity

Install New Permanent fuel supply/overfill piping from MT to DT? YES

Install Power Conductors? NO 60 LF 0

Install service platform? YES Basic Mechanical

1 1

Tank Repair

20 LF 75 LF

0 EA 0

Install daytank control panel/s? NO

Install Fuel Tank Monitor/s? YES

0 EA 0

Tank Replacement Gallons: 250 250

1 EA 0

26 LF

20 LF

(Total for 1 supply and 1 return hose)

AST Gallons: 1,000-gallon

Install New Permanent fuel supply/Return piping from DT to EG? YES

0 EA 0

Install Temporary fuel supply Piping? YES

Install New Permanent secondary containment piping from MT to DT? YES 20 LF 66 LF

Install New Permanent Daytank System? NO Install New Permanent Tank? YES

Gallons: GPM Rating: 0

35 LF 0

0 EA 0

0 EA 0

Baseline Quantity Actual Quantity

Baseline Quantity Actual Quantity

0 LF

0.12 CY to be installed

(to replace removed concrete)

0 EA 0

74 LF

112 LF

(Total for 1 supply and 1 return hose)

8 LF 0

10 TONS 12 TONS

Self-compacting gravel to be used to fill UST excavation. Additional stone to be installed to get AST location level with grade - Approx 2 TONS (added to total above).

Top Soil Installation? NO Gravel Installation? YES

0 LF 0

0 CY

2.5 CY for AST pad

0.5 CY for Stairs/Platform pad

0 EA

MECHANICAL INSTALLATION Baseline Quantity Actual Quantity

0 LF 0

Concrete Support Slab installation? YES

Site Specific Mechanical Installation:

Install manway and piping containment sump/s? NO

Install pump/s? NO

The installation of decorative river stone (1 TON) will be needed around the new AST and Stairs pads to transition to the mulch and to match the existing stone used in the area Mulch will be added (1 CY) as needed.

Bollard Installation? YES

Site Specific Civil Installation:

Concrete Trenching Installation? YES Select backfill installation? NO

Decorative River Stone Installation? YES

Paint Bollards? YES

20 LF 20 LF

Install piping Labels? YES Install valve tags? NO

0 EA

Install New Permanent vent piping? NO Install New Permanent Daytank vent piping? YES 0 LF 16 LF

New fuel hoses to be installed from MT to inside EG Room wall at secondary containment termination boot.

Install New fuel cooler? NO

Install Control/Comm wiring? NO

Install actuated fuel oil control valve/s? NO Install conduit/s? YES

Install fuel control panel/s? NO

Install fill port and spill bucket/s? NO Install manway lid/s? NO

Replace supply and return fuel piping inside EG room. Return fuel piping will be sized larger than the diameter of the supply piping.

Paint piping? YES

Site Specific Electrical Installation:

Install a new Veeder-Root TLS 300C monitoring system. Monitor install location will be in current monitoring system location. Vent louver conduit will need to be rerouted to enable Veeder Root installation.

ERMS Connection/s to be Coordinated by FAA. POC for Coordination:

1 EA

No

00 EA

ELECTRICAL INSTALLATION

Install motor starter/s? NO

1 TON

Mulch Installation? YES 1 CY

Install Temporary fuel supply system? YES

APPENDIX B

NOT USED

APPENDIX C

FAA AST SITE DRAWINGS AND PARTS MANUFACTURER CUT SHEETS

FOR REFERENCE ONLY

24th and Elm Street Dubuque, Iowa 52001

Ph: 800-553-4840 Fax: 319-583-5028

Dwg. No. B-6824-S Date: 1/20/98 Drawn By: G.L.L.

Morrison Bros.Co.Morrison Bros.Co.

Established 1855

MORRISON OVERFILL PREVENTION VALVE • SPECIFICATION SHEET • FIG.9095A SERIES

STANDARD

ADAPTOR

DESCRIPTION

The 9095A AST Overfill Prevention Valve is installed at the fill port of an aboveground storage tank. Used in a tight fill application, the valve terminates flow of product when the liquid level reaches a preset warning level (90-95% full). The valve is installed on a standard N.P.T. male connection when used with the quick discon-nect or female adaptor. The 2” valve can be used in conjunction with the Morrison Fig. 518 line of AST Spill Containers for added spill protection. When installed to manufacturers requirements the Morrison Fig. 9095A Overfill Prevention Valve can eliminate envi-ronmentally hazardous spills. All models are supplied with an adaptor to mount to Morrison Fig. 419 aluminum drop tubes. ULC Listed.

This v alve complies with the f ollo wing codes:

NFPA 30, 30A, UFC, BOCA, SBCCI/SFC, and PEI RP2000

Product Warnings and Cautions

- 5 PSI & 5 GPM is the minimum flow requirement for valve operation at the following maximum viscosities (in centistokes): 2” Valve - 150 3” Valve - 60.

- A tight fill is required for the valve to operate. Do not substitute any other fill adaptors for the special adaptor supplied.

- The valve should be properly inspected before installation to insure the unit was not damaged during the delivery process.

- Use caution during installation to protect float devices and their linkage.

Damage to the parts may cause the valve to function improperly.

- The valve must be used with clean product. Debris from products such as contaminated waste oil may cause the valve to function improperly.

- Consult Morrison Brothers Co. for product compatibility with the valve.

- The 3” valve can be used w/6” Sch. 40 or 80 pipe.

- The 2” valve can be only be used with Sch. 40 pipe.

- These valves are rated for a maximum pressure of 100 PSI.

- Failure to follow any or all of the above warnings may render the valve non-functional and could result in a hazardous product spill, which may result in personal injury, property damage, fire, explosion, or environmental contami-nation.

SPECIFICATION / DETAIL OPTIONS

A - Body Size: 2” N.P.T. - (2”), 3” N.P.T. - (3”) B - Adaptor :

2” x 4” Standard 2” Male Disconnect x 4” Female - (2S) 2” Quick Disconnect Adaptor - (2X) 2” Dry Disconnect (Buna-N) - (2B) 2” Dry Disconnect (Viton) - (2V) 2 ”x 2” x 4” Female Ductile Iron Adaptor - (2D) 3” x 6” Standard 3” Male Disconnect x 6” Female - (3S) 3” Quick Disconnect Adaptor - (3X) 3” x 3” x 6” Female Ductile Iron Adaptor - (3D) C - Gasoline Shutoff Height From Top of Valve: - (IN.)

D - Diesel Shutoff Height From Top of Valve: - (IN.)

HT. - Height: Dimension from base to top of valve WT. - Shipping Weight

Body: Anodized Aluminum Internal Components: Brass / Stainless Steel Linkage: Stainless Steel Floats: Closed Cell Buna-N

QUICK

DISCONNECT

ADAPTOR

FEMALE

ADAPTOR

I.D. NUMBER A B C D HT. WT.

9095A-0200 AV 2" 2S 11.25 12.25 19.5 12.5

9095A-0500 AV 2" 2X 11.25 12.25 19.5 12.5

9095A-0800 AV 2" 2B 11.25 12.25 19.5 12.5

9095A-1800 AV 2" 2V 11.25 12.25 19.5 12.5

9095A-3200 AV 2" 2D 11.25 12.25 19.5 12.5

9095A-0300 AV 3" 3S 14.51 14.7 19.5 29

9095A-0600 AV 3" 3X 14.51 14.7 19.5 29

9095A-3300 AV 3" 3D 14.51 14.7 19.5 29

Series 9095A Overfill Prevention Valves are ULC Listed

Heath Kinnunen

9095A-0200 AV 2" 2S 11.25 12.25 19.5 12.5

Richard Hartney

FDEP EQ# 356

Heath Kinnunen Adaptor :

2” x 4” Standard 2” Male Disconnect x 4” Female - (2S) 2” Quick Disconnect Adaptor - (2X)

IMPORTANT: OPW products should be used in compliance with applicable federal, state, provincial, and local laws and regulations. Product selection should be based on physical specifications and limitations and compatibility with the environment and materials to be handled. OPW MAKES NO

WARRANTY OF FITNESS FOR A PARTICULAR USE. All illustrations and specifications in this literature are based on the latest product information available at the time of publication. OPW reserves the right to make changes at any time in prices, materials, specifications and models and to discontinue models without notice or obligation.

Kamlok® Couplers (633B-0150 633BD-1261)

Kamlok® Couplers

The 633BD has a Kamlok® Coupler on one end and external threads on the other end. This coupler should be threaded into an OPW 190 Nozzle and then coupled to the 61ƒSTOP for filling ASTs.

Table of Contents:

1. Ordering Specifications

Ordering Specifications

Product No. Elbow/Thread

In. mm.

633BD-1261 2" x 1 1/2" 51 x 38

633B-0150 2" x 2" 51 x 51

Jarret Shuler 633B-0150 2" x 2" 51 x 51

IMPORTANT: OPW products should be used in compliance with applicable federal, state, provincial, and local laws and regulations. Product selection should be based on physical specifications and limitations and compatibility with the environment and materials to be handled. OPW MAKES NO

WARRANTY OF FITNESS FOR A PARTICULAR USE. All illustrations and specifications in this literature are based on the latest product information available at the time of publication. OPW reserves the right to make changes at any time in prices, materials, specifications and models and to discontinue models without notice or obligation.

Dust Caps (634B-0150 634B-0160 634B-0170 634B-0180)

The 634B Dust Caps are installed on 633AST Adaptors, when not in use. The 634B is designed to deter dust, debris and water from entering the tank.

Table of Contents:

1. Ordering Specifications

2. Typical AST Filling Application

Ordering Specifications

Product No. Description in. mm.

634B-0150 Caps 633AST-2061 Adaptor 2" 51

634B-0160 Caps 1611AN-0200 Adaptor 2 1/2" 64

634B-0170 Caps 61STOP Adaptor (633AST-3061) 3" 77

634B-0180 1611AN-0300 Kamvalok® Adaptor 4" 103

Bruce Pierce Product No. Description in. mm.

634B-0150 Caps 633AST-2061 Adaptor 2" 51

Typical AST Filling Application

Typical AST Filling Application

O P

W

T

G A

S T

M E

C H

A N

IC

A

L T

A N

K G

A U

G E

C

Listings and

Certifications

OPW 200TG AST

Mechanical Tank Gauge

The OPW 200TG Tank Gauge is designed for reading liquid levels in horizontal or vertical above ground storage tanks. The

200TG Tank Gauge provides an accurate numerical counter readout, eliminating the need for any on-site manual gauging.

u Vapor-Tight – allows for standard tank pressure testing and sealing up to

25-psig (1.72 bar).

u Angled Face – improves visibility from ground on large diameter tanks. May be read easily up to 30 feet away

(9.14 m).

u Swivel Adaptor Base – allows for

360° of rotation of gauge face for easy viewing wherever needed.

u Easy Installation – 2" NPT-threaded base reduces labor time, and comes standard with female thread. A H11421RS may be purchased for male threaded applications.

u Corrosion-Resistant Construction – powder-coated die cast-aluminum body assures for long service life in many fluids.

u Drop Tube – prevents float entanglement in the tank, and gives the gauge a more accurate reading when turbulence is present (Drop Tubes sold separately.

They are recommended for use in tanks with high turbulence, and where other piping and structures inside the tank may cause entanglement).

u Float Buoyancy – designed to float in all approved fuels with a specific gravity of 0.65 and greater.

u Tank Height – unit designed for use on any horizontal or vertical aboveground tank up to 18 feet (5.5 m) in depth.

Specials available upon request.

u Numbering – black letters on white background for ultimate contrast and better visibility. Characters stand over

1" (25 mm) tall.

u Unit Measurement – Can be purchased in metric units to read in meters, 1/10, 1/100, or in English units to read in feet and inches.

u Maintenance – No annual maintenance required.

u U.S. Patent No.: 6,523,404 - Other patents pending.

u Compatible Fuels– see chart on page 303.

u Temperature Rating – 120°F to -40°F

(49°C to -40°C)

Underwriters Laboratory Listed UL Listing MH29367.

Liquid level gauges which are intended to be used on above ground storage tanks and monitor the level of petroleum-based flammable or combustible fluids.

A

B

E

D

Features

Materials

Enclosure: Powder-coated aluminum

Swivel Base: Hard-coat aluminum

Float: 304 stainless steel

Lenses: Tempered borosilicate

Gears: Acetal

Gaskets & O-Rings: Nitrile®

All Hardware: Stainless steel

Accuracy: + or - 2"

Dimensions:

in. cm

A 8 1/4 21

B 10 1/4 26

C 9 22.75

D 6 3/4 17.25

E 11/2 3.75

Replacement Parts:

Part # Description

C05165M Float

H14358M Lens

H14909M Lid Gasket

Ordering Specifications:

Product # Description lb. kg

200TG-ENG English Unit Tank Gauge up to 18 ft. 7.75 3.52

200TG-ENG40 English Unit Tank Gauge - 40 ft. 7.75 3.52

200TG-MET Metric Unit Tank Gauge up to 6 m 7.75 3.52

200TG-MET40 Metric Unit Tank Gauge - 10 m 7.75 3.52

(Ancillary Equipment)

Product # Description lb. kg

H11421RS 2" NPT Male x Male Nipple 1.5 0.68

CARB CERTIFIED AST EQUIPMENT

61T-0208 2" Dia. x 8' Long Drop Tube 2.67 1.21

61T-0212 2" Dia. x 12' Long Drop Tube 4.00 1.81

61T-0216 2" Dia. x 16' Long Drop Tube 5.33 2.42

200TG

200TG Tank Gauge Instruction

Sheet Order Number: H14912PA

The Measure of Excellence

See reverse side for dimensional data, materials of construction, performance, and advice on how to order.

SeriesMagnetic Liquid-Level Gauges

M ag n etic Liq u id

-Level G u ag es

Application The 6500 Series Senior™ gauges are designed for use in low pressure tanks 0-25 psig [0-1,7Bar] containing diesel fuel, gasoline, fuel oil and lubricating oils.

Used in many applications such as construction equipment, sta-tionary generators, boats, farm equipment and home heating.

General Information & Features The 6500 Series Senior™ gauges are available in gear-action models for top, centerline or angle mounting. In lever-action models centerline mounting is only available.

The standard float is nitrile rubber. Aluminum or stainless steel floats are available at extra cost. The gauge is mounted to a mating Senior™ flange 2 1⁄2" bolt circle [63,5mm] using four 1⁄4"-28 x 9⁄16" long screws. The gasket is Buna-N.

Top Mounting Adjustable Liquid-Level Gauges

Adjustable 6580 Top Mount Gauge

93 1⁄2° ref.

3"

[762]

[76, 2]

30"

#ledoM gnitnuoM ataDgnidneSrolaiD

15100-0856 poT laidlanoitcarfgnidaertceridroineS97310S2005#• smho09-0laid™etiSniwTroineS74520S0885P#• smho03-042laid™etiSniwTroineS74520S8465P#•

#ledoM noitcA gnitnuoM ataDhctiwSroredneS,laiD raeG poT -0,03-0foeciohcnirednes™etiSniwT™roineS -tcerid26000S2005#.segnarmho03-042,09

.desueboslayamlaidgnidaer 3456 elgnAroL/C

3456L reveL L/C raeG poT 051,.T.S.P.S,87700S3205#hctiwsdradnatS CDV05/CAV 1/2 knathsinrufesaelP.pmA dnaeguagreporposstniophctiwsdnasgniward sehctiwsrehtO.deilppusebnacnoitarbilac

.463-SDees,elbaliava

3556 elgnAroL/C

3556L reveL L/C raeG poT

.lanoitcarfgnidaer-edis™roineS07500S5205#

.lanoitcarfgnidaer-tcerid™roineS26000S2005#

3856 elgnAroL/C

3856L reveL L/C…