# FINAL 2011 BIENNIAL INTEGRITY TESTING REPORT OF BULK FIELD CONSTRUCTED UNDERGROUND STORAGE TANK 9

JOINT BASE PEARL HARBOR – HICKAM / RED HILL, HAWAII

Prepared for: Defense Logistics Agency Energy Ft. Belvoir, Virginia

Prepared under: 

## NAVFAC Atlantic Contract N62470-10-D-3000-0004

Submitted by: 

## Michael Baker Jr., Inc. Virginia Beach, VA

Date: 

## 30 MARCH 2011

Project: 119864
Task: 4.1.41FINAL 2011 BIENNIAL INTEG RITY TESTING REPORT

OF

BULK FIELD CONSTRUCTED UNDERGROUND STORAGE TANK 9

JOINT BASE PEARL HARBOR - HICKAM / RED HILL, HAWAII

Prepared for:

Defense Logistics Agency Energy Ft. Belvoir, VA

Prepared under:

NAVFAC Atlantic Contract N62470-10-D-3000-0004

Prepared by:

Michael Baker Jr., Inc. Virginia Beach, Virginia

30 MARCH 2011i TABLE OF CONTENTS
Page No.



### LIST OF ABBREVIATI ONS AND ACRONYMS ........................................................... ii

PROFESSIONAL ENGINEER CERTIFICATION: ......................................................... iii

EXECUTIVE SUMMARY ............................................................................................... iv

1.0 INTRODUCTION .................................................................................................. 1

1.1 Purpose of Project ............................................................................................... 1

1.2 Site Background and History .............................................................................. 1

1.3 Historical Leak Detection Results ...................................................................... 1

1.4 Project Scope ...................................................................................................... 1

1.5 Project Team ....................................................................................................... 4

1.6 Qualifications of Testing Procedures Used ......................................................... 4

2.0 INTEGRITY TESTING AND RESULTS .............................................................. 5

3.0 CONCLUSIONS AND RECOMMENDATIONS ................................................. 5

3.1 Conclusions ......................................................................................................... 5

3.2 Recommendations ............................................................................................... 5

4.0 REFERENCES ....................................................................................................... 6

List of Tables

Table 1-1 Items Tested ........................................................................................................ ............ 2

Table 2-1 Test Results ........................................................................................................ ............. 5

List of Figures

Figure 1-1: RED HI LL – SYSTEM LAYOUT .............................................................................. 2
Figure 1-2: Typical Tank Bottom Access....................................................................................... 3
Figure 1-3: Typical Tank Top Access .......................................................................................... .. 3

List of Appendices

Appendix A Mass Technology Corporation Test Reportii LIST OF ABBREVIATIONS AND ACRONYMS

Baker Michael Baker Jr., Inc. BFCUST Bulk Field-Construc ted Underground Storage Tank BMP Best Management Practice

DLA Defense Logistics Agency

gph Gallons per hour

JB Joint Base

MDLR Minimum Detectable Leak Rate MTC Mass Technology Corporation

NAVFAC Naval Facilities Engineering Command

PMMS Precision Mass Measurement System (P D ) Probability of detection (P FA ) Probability of false alarm PSA Product Surface Area

QA/QC Quality Assurance/Quality Controliii PROFESSIONAL ENGINEER CERTIFICATION:

Final 2011 Biennial Integrity Testing Report Of Bulk Field Constructed Underground Storage Tank 9

Joint Base Pearl Harbor – Hickam / Red Hill, Hawaii

This report has been reviewed by a professional engineer and has been prepared in accordance
with good engineering practices. Laboratory resu lts, field notes, and sup porting data have been
reviewed and referenced correctly.

I hereby certify that I have examined this report and attest that it has been prepared in accordance
with good engineering practices.

Engineer: Christopher D. Caputi, P.E.

Registration Number: 032382

State: Virginia

Date: 30 March 2011iv EXECUTIVE SUMMARY

The scope of this project is to perform bienni al integrity testing of Bulk Field Constructed
Underground Storage Tank (BFCUST) 9 at Joint Base Pearl Harbor – Hickam / Red Hill, Hawaii.
There are currently no regulations that outline t est requirements for BFCUSTs at Red Hill. This
test was performed as a Defense Logistics Agency (DLA) Energy best management practice

(BMP).

BFCUST 9 was Mass Technology Corporation (MTC) integrity tested from 28 February to 9

March 2011 with no detectable leak above the test method’s minimum detectable leak rate of 0.7
gallons per hour (gph) resulting in a passing test result.

BFCUST 9 should be retested on or before the biennial anniversary date of 9 March 2013.

### 1 1.0 INTRODUCTION

1.1 Purpose of Project

The Defense Logistics Agency (DLA) Energy cont racted Michael Baker Jr., Inc. (Baker) through
Naval Facilities Engineering Command (NAVFAC) Atlantic Contract N62470-10-D-3000-0004
to perform biennial integrity testing of Bulk Field Constructed Underground Storage Tank

(BFCUST) 9 at Joint Base (JB) Pearl Harbor – Hickam / Red Hill, Hawaii. There are currently
no regulations that outline test requirements for BF CUSTs at Red Hill. This test was performed as
a Defense Logistics Agency (DLA) Energy best management practice (BMP).

1.2 Site Background and History

BFCUST 9 is 100 feet in diameter, 250 feet in height and has a capacity of 12,600,000 gallons of

JP-5. The BFCUSTs at Red Hill are constructed within Red Hill and are accessible through an
underground tunnel system. The top tunnel is located approximately 60 feet below the top section

of the tank. The bottom tunnel is located at the same elevation as the tank’s base. runs equal to
the bottom level of the tanks. The issue / receipt and water drain pipelines are adjacent to the tank
and immediately accessible from within the lower tunnel..

1.3 Historical Leak Detection Results

Historical records show that the last test performed on BFCUST 9 occurred in March 2008 with
passing results.

1.4 Project Scope

A Mass Technology Corporation (MTC) integrity test on BFCUST 9 was performed from 28
February to 9 March 2011. Table 1-1 provides a description of the system tested. Figure 1-1
provides a detail of the Red Hill system layout and location of BFCUST 9. Figures 1-2 and 1-3
provide photographs of typical top and bottom of tank access.

### 2 Table 1-1 Items Tested

Designation Product Volume (Gallons) Height (Feet) Diameter (Feet) Comments

BFCUST 9 JP-5 12,600,000 250 100 Product Level @ Test – 211.8 Feet

Figure 1-1: RED HILL – System Layout

(Source: Baker, 2009)

### 3 Figure 1-2: Typical Tank Bottom Access

(Source: Baker, 2009)

Figure 1-3: Typical Tank Top Access

(Source: Baker, 2009)

### 4 1.5 Project Team

Baker subcontracted MTC to perform the integrity testing. Oversight, coordination with facility
fuels representatives, quality assurance/quality cont rols (QA/QC), final report preparation and
submission. was provided by Baker personnel.

1.6 Qualifications of Testing Procedures Used

The testing procedures used were those defined as the MTC - Precision Mass Measurement
Systems (PMMS) SIM-1000 / CBU-1000 (72 hour test ) leak detection method. Determination of
leakage is based on the criteria established in th e Ken Wilcox Associates third party evaluation.

The MTC (PMMS) (72 hour test) is certified with a capability to detect leaks on a tank with a
product surface area of 7,850 square feet at a rate of 0.35 gph, a probability of detection of 95
percent, and probability of a false alarm of 5 percen t. Due to the extreme height of the tank a total
of 168 hours of testing was performed. This time frame included 48 hour stabilization and two 72
hour test periods. The two 72 hour tests were averaged to achieve a conservative minimal
detectable leak rate (MDLR) of 0.7 gph.

The description of the National Work Group on L eak Detection Evaluations (NWGLDE, 2011)
for MTC’s (PMMS) 72 hour test is provided below:

72 hour test 50,000 gallons or greater
Leak rate is proportional to product surface area (PSA).
For tanks with PSA of 14,200 ft2, leak rate is 0.638 gph with P D = 95% and P FA = 5%.
For other tank sizes, leak rate equals [(PSA in ft2 ÷ 14,200 ft2) x 0.638 gph].
Example:
For a tank with PSA = 20,000 ft2; leak rate = [(20,000 ft2 ÷ 14,200 ft2) x 0.638 gph] = 0.898
gph.

### 5 2.0 INTEGRITY TESTING AND RESULTS

MTC’s test report is provided in Appendix A. BF CUST 9 was integrity tested with no detectable
leak above the test method’s MDLR of 0.7 gph. Test results are listed in Table 2-1.

Table 2-1 Test Results

Designation Product Volume (Gallons) Height (Feet) Certified MDLR

(gph) Test Date Result

BFCUST 9 JP-5 12,600,000 250 0.7 2/28 – 3/9/2011 Pass

3.0 CONCLUSIONS AND RECOMMENDATIONS

3.1 Conclusions

BFCUST 9 passed the 2011 biennial integrity testing.

3.2 Recommendations

As a DLA BMP, BFCUST 9 should be retested on or before the biennial anniversary date of 9

March 2013.

### 6 4.0 REFERENCES

NWGLDE, 2011 Eighteenth Addition, 2011, List of Leak Detection Evaluations
for Storage Tank Systems. January 2011.

### Michael Baker Jr., Inc. 

## TEST REPORT JB PEARL HARBOR – HICHAM / RED HILL, HAWAII

APPENDIX A –

MASS TECHNOLOGY CO RP TEST REPORT 1



### 176

FISC Red Hill Project Manager

– Mr. Mark Caldon
Pearl Harbor

, HI

Site Supervisor

– Alfred Thyrring

Scope of Work: Furnish all required management, labor, services, materials and equipment

to perform the required annual tightness testing of Tank # 09 a n underground fuel storage tank located at FISC Red Hill, Pearl Harbor, HI.

Report compiled by: Date: 0 3

- 16

- 20 11 Larry D. Speaks

Summary

Testing of Tank # 09 a 12,600,000 gal underground storage tank located at FISC Red Hill, Pearl Harbor, Hawaii commenced February 28 , 2011 and was completed M arch 9 , 2011 . The tank was
filled with JP

- 5 and a precision leak test was conducted. The result of that testing is that the tank system is determined to be tight to isolation. All tank valves were adequately secured such t hat no unusual readings were noted. Testing was performed using the Mass Technology Corporation protocols set out in the third party evaluations. All tank valves were adequately secured such that any fluid loss was isolated to leakage. Therefore, the containment integrity of the tank was not compromised and the test is considered conclusive.

Tank # 09 : After 1 68 hours of testing the tank is certified to be tight

. 

### Precision Leak Measurement Report

P.O. Box 1578 Kilgore, Texas 75662 2



### Tank Data Tank # 09

Diameter: 1 00 ft. Height: 2 50 ft. Tank Type: Vertical UST Contents: JP

- 5 Properties: 0. 8 0 Specific Gravity Product Level: 2 11

. 8 ft.

Start Date: 0 2

- 28

- 20 11 Completion Date: 0 3

- 09

- 20 11 Unit Operator: Alfred Thyrring Test Results : Certified Tight

All dimensions, line locations, sizes and valve descriptions have been furnished by the facility operator. 3



### Results

The fluid mass data was recorded over a 1 68

- hour period. A linear regression of the recorded fluid
mass data resulted in a leak rate detected below the minimum detection level of 0. 7 gallon s per hour. All tank valves were adequately secured such that any fluid loss was isolated to leakage. Therefore, the containment integrity of the tank was not compromised and the test is considered
conclusive.

Tank # 09 is certified to be tight

.