FY20 BCC ASTs SOW_rev1.pdf

DEPARTMENT OF HOMELAND SECURITY

UNITED STATES COAST GUARD

STATEMENT OF WORK FOR

COAST GUARD BASE CAPE COD

ABOVEGROUND FUEL STORAGE TANK INSPECTIONS

04 FEBRUARY 2020

COMMANDING OFFICER

UNITED STATES COAST GUARD

BASE CAPE COD

3159 Herbert Road

Buzzards Bay, MA 02542

1. GENERAL REQUIREMENTS:

Provide all professional services, equipment, tools, labor, and transportation to complete an inspection and integrity test to evaluate condition of eleven (11) aboveground storage tanks owned by U.S. Coast Guard (USCG) Base Cape Cod. Provide estimates for necessary tank repairs and or replacement. Work for this contract will be preformed at

USCG Base Cape Cod (BCC), located on Joint Base Cape Cod in Buzzards Bay, MA.

The technical point of contact and the Contracting Officer’s Representative (COR) at

BCC is Elizabeth Kirkpatrick. Ms. Kirkpatrick is available by telephone at (508) 968-

6696 or email at Elizabeth.L.Kirkpatrick@uscg.mil.

2. BACKGROUND:

The Oil Pollution Act, 40 CFR 112, requires that fuel storage tanks be maintained to prevent releases to the environment. Eight Aboveground Storage Tanks (ASTs) storing fuel need integrity inspection, in accordance with the applicable industry standards, including, but not limited to, American Petroleum Institute (API), Steel Tank Institute (STI) and the National

Fire Protection Association (NFPA). The integrity of six tanks is questionable and were identified in a 2017 environmental compliance audit as in need of further evaluation. The remaining two AST were installed in 2008 and are overdue for their 10-year integrity test.

This project will provide estimates for repairs required for eight tanks to achieve compliance with industry standards and, therefore, applicable portions of 40 CFR 112 for spill prevention. It also provide estimates to replace eight tanks that predate 2008. This project includes a code review for installation of three replacement tanks. Lastly, it includes preparation of three MA Approved Standard Declarations Forms by a Qualified Tank

Inspector. Enclosure 1 provides additional details on each tank, such as age, material, content, capacity, and required tasking per this contract.

Project References:

1) 40 CFR 112 Oil Pollution Act

2) 29 CFR 1910 OSHA

3) 502 CMR 5.0 Permit & Inspections Requirements for ASTs >10,000 gal

4) Steel Tank Institute Standard SP001

5) American Petroleum Institute Standards 653 and 570

6) National Fire Protection Association 30, 70, 780

7) Underwriters Laboratories 142

8) 310 CMR 7.0 Air Pollution Control

3. WORK REQUIREMENTS:

3.1. The contractor shall provide an American Petroleum Institute (API) certified tank inspector to perform tank integrity inspections and evaluate the condition of tanks.

In addition, the contractor shall identify deficiencies, if any, found on the tanks.

The contractor will provide to the COR a detailed inspection report citing all identified deficiencies, to include costs estimates for repairs and/ or replacement mailto:Elizabeth.L.Kirkpatrick@uscg.mil where indicated. This contract does not include execution of repair work for identified deficiencies or tank replacement.

3.2. The contractor shall provide all management, tools, supplies, equipment, labor, and appropriate license/qualifications necessary to perform inspections of ASTs, in accordance with all local, state, and federal laws, base policies, and the requirements of this Statement of Work (SOW).

3.3. The contractor shall provide a detailed inspection and deficiency report for each tank. The report shall document results, deficiencies, and cost estimates for repairs and replacement. This report shall include a photo of the tank along with photos of each deficiency. The reports shall cite references used for performance of this contract.

3.4. Task 1: Three Retail Gasoline Tanks at the Minimart Gas Station.

The tanks at this retail gas station are an interconnected system. The regular and high-test gasolines combine to provide mid-grade at the pump. All three tanks are covered in an aluminum/ and fiberglass insulation. The COR suspects the insulation was applied to either (1) offset a distance requirement for bare steel tanks per NFPA 30A or (2) moderate temperature fluctuations, however, local knowledge cannot confirm these hypotheses. This contract entails removal of the insulation to completely examine the tanks. The contractor shall dispose of the insulation in accordance with Massachusetts waste regulations. If it is determined that insulation is critical for proper functioning of the tanks, then a new insulation coating shall be applied by the contractor to maintain functionality for the tanks life span.

Complete inspections and integrity tests of the three tanks and identify cost estimates for repairs and replacement as well as the next integrity test due date.

Tank 1 of 3 Tanks 2 & 3

Historic photo from when insulation fell off the backside of Tank 2.

The insulations was subsequently reapplied.

3.5. Task 2: Three Tanks for Airfield Ground Support Equipment (GSE).

Conduct inspection and integrity tests for two tanks located in a shared secondary containment. Identify cost estimates for repairs and replacement as well as next integrity test due date. Assess code requirements for newly installed replacement of old gasoline tank. The old gasoline tank is depicted below. The replacement is on order at the time this SOW was developed.

Three tanks located at GSE

3.6. Task 3: Three Tanks for Aviation Fuel Storage.

3.6.1. Conduct inspection and integrity tests of the two 15,000 gallon tanks.

Identify cost estimates for repairs, and next integrity test due date.

Two 15,000 gallon tanks

3.6.2. Complete the Approved Standard Declarations Form as required by MA

Department of Fire Services for the two 15,000 tanks shown above as well as the adjacent 30,000 gallon tank depicted below. A Qualified

Tank Inspector, as defined in 502 CMR 5.0, must complete the forms.

The forms shall be provided to the COR no later than August 14, 2020 in order to meet the filing deadline of August 30, 2020. Enclosure 2 provides the form and instructions.

30,000 gallon tank

3.7. Task 4: Two Tanks for Roads and Grounds Vehicles & Equipment

Two standalone tanks in a shared secondary containment pavilion structure.

Additionally, BCC purchased two replacement tanks, which are in storage on site. Inspect the existing tanks and provide cost estimates for repairs. Assess code requirements of the pavilion itself. In the report, provide requirements and associated cost estimates to bring the existing tank containment system into compliance with codes and standards listed in Section 2 utilizing the existing and replacement tanks options. In the report, the detail feasibility (in terms or codes and configuration), requirements, and associated costs to install the new tanks in the existing containment pavilion. If continued utilization of the existing refueling station is not recommended, provide an alternative recomendation identifying requirements and costs estimates.

Two tanks in need of replacement.

Two replacement tanks for installation

3.8. The contractor shall keep the Contracting Officer or COR fully informed of contract operations and plans so that a representative may arrange to be present at various times that work is being performed. The contractor shall provide

Quality Control for the project and the government shall provide Quality

Assurance.

3.9. Prior to commencement of any work, the contractor shall communicate with the

Contracting Officer and the COR to discuss and develop a mutual understanding relative to the preparation of the schedule for execution of work and other submittals.

4. REQUIRED SUBMITTALS & DELIVERY SCHEDULE:

4.1. The contractor shall submit to the COR a project schedule within fourteen days of award that includes milestone dates for inspections and submittal of final reports and documents.

4.2. The contractor shall conduct all site work within thirty calendar days of

4.2. The contractor shall conduct all site work within thirty calendar days of receiving the notice-to-proceed.

4.3. Unless otherwise noted in the SOW, all inspection reports, estimates, and forms shall be provided to the COR via email. Within twenty one days of demobilizing from the site, the contractor shall submit all documents electronically to the COR for approval in pdf format. Upon approval of these documents by the COR, the contractor shall submit a hard copy of each document to the COR. In addition, electronic copy of the documents shall be provided to the COR in pdf format.

5. ENVIRONMENTAL HEALTH & SAFETY REQUIREMENTS

5.1. The contractor is solely responsible for compliance with all federal, state and local laws, including but not limited to the OSHA (Public Law 91-596) and the resulting standards, OSHA Standard 29 CFR 1910, NFPA and any BCC

Instructions as applicable, and the protection of their employees.

5.2. The contractor shall maintain and implement a safety plan.

5.3. The contractor shall notify the COR within one hour of all mishaps or releases of hazardous materials.

5.4. If the contractor spills or releases any hazardous substance into the environment, the contractor shall immediately report the incident to the Joint

Base Cape Cod Fire Department by calling 9-1-1. The contractor is responsible for remediation for environmental impacts and shall leave the facility as it was found.

Enclosure 1

Tanks for Inspection

Enclosure 1

List of Tanks for Inspection

USCG Base Cape Cod

Secondary

Containment

Flow Direction

Outside of

Containment

ID No. Use/Contents Tank/Piping

Material

Year

Installed

Leak

Detection

Capacity

(gal) Bldg No.

Release Potential

Tank/ Piping

Construction LocationTask

Inspect, Integrity Test, Est.to Repair/ Replace T-1 5202 Minimart Mart Retail/Gasoline Steel/Steel S/S 1998

HL and LL

Alarm 10,000

Concrete Diked

Area

South of Refuel Pad to Lee Road

Inspect, Integrity Test, Est.to Repair/ Replace T-2 5202 Minimart Mart Retail/Gasoline Steel/Steel S/S 1998

HL and LL

Alarm 10,000

Concrete Diked

Area

South of Refuel Pad to Lee Road

Inspect, Integrity Test, Est.to Repair/ Replace T-3 5202 Minimart Mart Retail/Gasoline Steel/Steel S/S 1998

HL and LL

Alarm 6,000

Concrete Diked

Area

South of Refuel Pad to Lee Road

Inspect, Integrity Test, Est.to Repair/ Replace T-4 3160

Grounds

Support

Building

Maintenance

Vehicles/Diesel Steel/NA S/NA 1986 Level Gauge 500

Covered, Concrete

Diked Area

Water Draw Off

Southeast to Grass

Inspect, Integrity Test, Est.to Repair/ Replace, Code Review of

Replacement Tank

T-13 3160

Near Grounds

Support

Building

Maintenance

Vehicles/Gasoline Steel/NA D/NA 2020 Level Gauge 120

Covered, Concrete

Diked Area

Water Draw Off

Southeast to Grass

Inspect, Integrity Test, Est.to Repair/ Replace T-22 3160

Near Grounds

Support

Building

Maintenance

Vehicles/Diesel Steel/NA S/NA 2002 Level Gauge 500

Covered, Concrete

Diked Area

Water Draw Off

Southeast to Grass

Inspect Replacement

Tanks, Estimate for

Installation Options, Code

Assessment inlcuding

Stage 1 Vapor Recovery

System

T-5 5215

Near East Side of Building

Maintenance

Vehicles/Gasoline Steel/NA D/NA 1998/ 2017 Level Gauge 250

Double Walled

Steel Tank Located in Covered

Concrete Diked

Area

Radial/Grass or

Asphalt

Inspect Replacement

Tanks, Estimate for

Installation Options, Code

Assessment

T-7 5215

Near East Side of Building

Maintenance

Vehicles/Diesel Steel/NA S/NA 1986/ 2017 Level Gauge 500

Covered, Concrete

Diked Area

Radial/Grass or

Asphalt

Inspect, Integrity Test, Estimate for Repairs, MA

Form

T-34 A 3179 Aviation Fuel

Storage

Aviation/JP-5 Jet

Fuel Steel/Steel D/S 2008

ATG, HL and

LL Alarm, Interstitial

Monitoring

15,000 Concrete Diked

Area

Water Draw Off

West to Grass

Inspect, Integrity Test, Estimate for Repairs, MA

Form

T-34 B 3179 Aviation Fuel

Storage

Aviation/JP-5 Jet

Fuel Steel/Steel D/S 2008

ATG, HL and

LL Alarm, Interstitial

Monitoring

15,000 Concrete Diked

Area

Water Draw Off

West to Grass

MA Form T-34 C 3179 Aviation Fuel

Storage

Aviation/JP-5 Jet

Fuel Steel/Steel D/S 2013

ATG, HL and

LL Alarm, Interstitial

Monitoring

30,000 Concrete Diked

Area

Water Draw Off

West to Grass

ATG - Automatic Tank Gauge

AO - Air Operations Area

D - Double-Walled

HL - High-Level

HSS - Housing and

Support Services Area

LL - Low-Level

NA - Not Applicable

OWS - Oil-Water Separator

POL - Petroleum, Oil, Lubricants

S - Single-Walled

UNK - Unknown

Note: Building listed may not have drums as storage varies from month to month.

From 2016 SPCC revised 01.13.2019

Enclosure 2

Massachusetts Department of Fire Services

Approved Standard Declaration Form and Instructions