HomeMy WebLinkAboutFAIRFAX SHELL 91 ANNULAR 11-13-2023
Appendix VII
Underground Storage Tank
Secondary Containment Testing Report Form
TYPE OF ACTION Installation Repair 6 Month 36 Month
1. FACILITY INFORMATION
CERS ID
Test Date
Facility Name
Facility Address
City
ZIP Code
2. SERVICE TECHNICIAN INFORMATION
Company Performing the Test
Phone
Mailing Address
Service Technician Performing Test
Contractor/Tank Tester License Number
ICC Number
ICC Expiration Date
3. TRAINING AND CERTIFICATIONS
Manufacturer and Test Equipment Training Certifications Expiration Date
4. TEST PROCEDURE INFORMATION
Test Procedures Used Components Tested
5. CERTIFICATION BY SERVICE TECHNICIAN CONDUCTING TEST
I hereby certify that the secondary containment was tested in accordance with California Code of Regulations,
title 23, division 3, chapter 16, section 2637; that required supporting documentation is attached; and all
information contained herein is accurate. I understand that test procedures shall be made available upon
request by the governing authority.
Service Technician Signature Date
Total # of Pages
L.A.N. Testing Rev. 11/2/20
CERS = California Environmental Reporting System, ICC = International Code Council,
ID = Identification, NA = Not Applicable, UDC = Under-Dispenser Containment,
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Underground Storage Tank
Secondary Containment Testing Report Form
6. TANK SECONDARY CONTAINMENT TEST
Test Method Developed by ☐ Manufacturer ☐ Industry Standard ☐ Professional Engineer
Test Type ☐ Pressure ☐ Vacuum ☐ Hydrostatic
Test Equipment Used:
Tank ID
Tank Manufacturer
Tank Capacity
Test Start Time
Initial Reading
Test End Time
Final Reading
Change in Reading
Pass/Fail Criteria
Tightness Test Results ☐ Pass ☐ Fail ☐ Pass ☐ Fail ☐ Pass ☐ Fail ☐ Pass ☐ Fail
7. PIPE SECONDARY CONTAINMENT TEST
Test Method Developed by ☐ Manufacturer ☐ Industry Standard ☐ Professional Engineer
Test Type ☐ Pressure ☐ Vacuum ☐ Hydrostatic
Test Equipment Used:
Pipe Run ID
Pipe Manufacturer
Test Start Time
Initial Reading
Test End Time
Final Reading
Change in Reading
Pass/Fail Criteria
Tightness Test Results ☐ Pass ☐ Fail ☐ Pass ☐ Fail ☐ Pass ☐ Fail ☐ Pass ☐ Fail
Pipe Run ID
Pipe Manufacturer
Test Start Time
Initial Reading
Test End Time
Final Reading
Change in Reading
Pass/Fail Criteria
Tightness Test Results ☐ Pass ☐ Fail ☐ Pass ☐ Fail ☐ Pass ☐ Fail ☐ Pass ☐ Fail
Additional copies of this page may be attached.
L.A.N. Testing Rev. 11/2/20
All tests marked “Fail” and any repairs made before or during the tightness test must be described in
the COMMENTS section.
Page 2 of 3
Underground Storage Tank
Secondary Containment Testing Report Form
L.A.N. Testing Rev. 11/2/20
8. COMMENTS
All tests marked “Fail” and any repairs made before or during the tightness test must be described in
the COMMENTS section.
Page 3 of 3
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4. TANK SECONDARY CONTAINMENT INTEGRITY TESTING
4.1 General. Double –walled tanks have interstitial space that can be tested for integrity.
There are two methods of testing the integrity of tank secondary containment systems – dry and
wet. Dry test methods use a partial vacuum to determine the integrity of the containment. To
perform a wet test on an existing liquid-filled tank interstitial space, the liquid level in the
interstitial space is raised and is monitored for a specified period of time to determine if the
containment has integrity.
A tank secondary containment integrity test does not necessarily determine whether the primary
tank is tight because portions of the primary tank, such as tank fittings and manway openings,
may not be included in the containment integrity test.
Figure 4.2 Tank Secondary Containment Integrity Testing – Dry Test Method
4.2.1 Purpose. This method is used to test the integrity of the dry secondary containment of
the UST.
4.2.2 Description of Test. A partial vacuum is drawn on the interstitial space and it is
monitored for a specified period of time. If the vacuum level is maintained, the containment
system has passed the test. The vacuum test time depends on the volume of the annular space
and site conditions.
4.2.3 Test Conditions. The primary tank may contain any level of product. No bulk
deliveries shall occur during the test.
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Caution: Use only air operated vacuum source or a vacuum pump powered by
an explosion-proof motor. Vacuum pumps with electric motors that are not
explosion-proof may ignite flammable vapors. If a portable air compressor is
used, it should be located at least 20 feet away from the venturi-eductor or
outside any Class 1, Division 1 area.
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4.2.4 Preparation. The procedures in this section are general in nature and reflect the
suggested vacuum levels and hold times for testing tank secondary containment areas. Consult
tank manufacturer and authority having jurisdiction (AHJ) guidelines before performing these
tests as their requirements may differ.
Determine if there is liquid present in the interstitial space. If liquid is found, determine if the
liquid is water or product, and remove it to the extent practicable.
The hydrostatic pressure from a high water table imposes inward pressure on the outer wall of a
UST. Applying a vacuum to the interstitial space of the tank creates additional pressure on the
outer wall. The combined forces can damage the secondary tank wall when there is a large
defined space between the primary and secondary tanks. Consequently, to prevent damage to
the tank, it is important to observe the water table and associated recommended vacuum levels
when testing.
Vent the primary tank to atmosphere during the test.
In some installations, the tank interstitial space may be vented to minimize the buildup of
condensation. In these cases, seal off any vent lines to the tank interstitial space prior to testing.
Determine the volume of the tank. This information is available from facility records or the
automatic tank gauge (ATG) readout.
4.2.5 Steel Tanks. Determine if the interstitial space is a “tight wrap” design for a “110%
containment” design. Tanks with a 100% containment design should us the latest version of
Steel Tanks Institute’s (STI) Recommended Practice R012, Recommended Practice for Interstitial
Tightness Testing of Existing Underground Double Wall Steel Tanks for Testing.
For tight wrap tanks, use the test method in this section.
4.2.6 Fiberglass Tanks. Determine if the interstitial space is a “tight wrap” design for a
“100% containment” design. Either type of fiberglass tank may use this test, or the latest version
of Fiberglass Tank & Pipe Institute’s, Field Test Protocol for Testing the Annular Space of Installed
Underground Fiberglass Double Wall and Triple-wall Tank with Dry Annular Space. FT&PI 4/01/07.
4.2.7 Test Equipment Test equipment shall include:
a vacuum-generating device that can be used in a Class 1, Division 1 area capable of
pulling 15 inches of mercury (Hg) vacuum;
an automatic vacuum shutoff valve or vacuum regulator (The shutoff can be set to close
at a predetermined safe level, preventing the possibility of accidentally imposing a high
vacuum that could damage the tank. The use of the valve is recommended because it
limits the vacuum that can be applied to the interstitial space.);
vacuum gauge with a range of 0 inches to 30in Hg graduated in increments of 0.5 inches
Hg or less.
toggle valve and vacuum hoses; plumber’s plug.
stopwatch or other time measurement device capable of measuring a 1-second
increment;
4.2.8 Test Procedure
1. Install the plumber’s plug in the interstitial riser(s) below any tees.
2. Connect the vacuum gauge, valve and the vacuum-generating device to the
fitting on the plumber’s plug. The valve should be between the vacuum source
inlet and the pressure gauge. The gauge should be between the valve and the
fitting so it will read the interstitial vacuum shutoff valve is located at the inlet of
the vacuum-producing device and should be set at a minimum 10 percent and no
more than 2 inches Hg above the test vacuum.
3. Ensure all connections are airtight.
4. Start the vacuum-generating device, and open the valve.
5. Pull the vacuum to 10 inches Hg for Fiberglass tanks and 6 inches for Steel
tanks. Close the valve.
6. Allow the vacuum to stabilize for a minimum of 5 minutes at the specified vacuum
level. If the stable vacuum cannot be maintained, test equipment shall be
inspected for leakage. Repeat steps 4 and 5 until a stable vacuum is achieved. If
a stable vacuum cannot be maintained, the tank secondary containment integrity
test fails.
7. When the vacuum level stabilizes, record the vacuum level and the test start
time.
8. Observe the vacuum level for the period of time shown in Table 4-1.
9. Record the final time and vacuum level.
10. Check the interstitial space for accumulation of liquids.
4.2.9 Pass/Fail Criteria. If there is no loss in vacuum level, no liquids are drawn into
the interstitial space during the test duration shown in Table 4.1, and the tank secondary
containment area has no additional fluid than at that start of the test, then the tank
secondary containment passes the test.
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5. PIPING SECONDARY CONTAINMENT INTEGRITY TESTING
5.1 General Underground product piping is available with single wall and double walls.
Double-walled piping provides containment for leaks from primary containment and must be
leak-free to prevent release of product into the environment.
5.2 Purpose This method is used to test the integrity of piping interstitial space(s).
5.3 Description of Test. The interstitial space is sealed at the ends and is pressurized with
an inert gas. The pressure is monitored for 1 hour. If any pressure drop occurs, the secondary
containment fails the test.
5.4 Test Conditions The primary pipe may contain fuel, and dispensing activities may
continue during the test without affecting the test results.
5.5 Preparation If the interstitial space contains product, ensure that the interstice is open to
the atmosphere and perform a precision test on the primary piping before conducting a test on
the secondary containment piping.
Termination fittings must be sealed at all piping terminations, and test fittings must be
accessible to perform the test.
Check with the piping manufacture regarding testing procedures and the proper pressure before
testing requirements stated in this recommended practice are general statements and may vary.
Recommended pressure levels and test durations are addressed in Section 5.7. Piping
manufactures’ test procedures may differ.
This test can be conducted in sections or as one continuous pipe depending on the installation.
Care should be taken to ensure that the entire secondary containment of the piping system is
tested.
5.6 Test Equipment Test equipment shall include:
inert gas source (nitrogen, helium, etc.);
stopwatch or other time-measurement device capable of measuring a 1-second
increment;
test tubing assemblies (Turbine assemblies provide access to the beginning and end of
the interstitial space.);
pressure gauge with a 15 psig maximum pressure reading with 0.5 increments.
5.7 Test Procedure.
1. If necessary, re-install termination (test) boots at piping terminations.
2. If necessary, connect the tubing assemblies to the secondary containment termination fitting
on each end of the section of piping to be tested.
3. Connect the inert gas source and pressure gauge.
4. Gradually pressurize the interstitial space to 5 psig. Close the valve and allow the pressure to
stabilize. Repressurize to the specified test pressure if necessary.
5. Observe the pressure for a period of 1 hour.
6. If the piping pressure after 1 hour is less than the test pressure, check termination fittings and
test assemblies for leaks.
7. Release the pressure on the system slowly.
8. Remove the test equipment.
9. Restore the piping to its normal operating condition.
5.8 Pass/Fail Criteria. If no pressure change occurs during the test period, the piping fails
the secondary containment integrity test. If there is an increase in pressure over the test period,
repeat the test.
If there is any drop in pressure over the test period, the piping fails the secondary containment
integrity test. If there is any increase in pressure over the test period, repeat the test.
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6.5 CONTAINMENT SUMP INTEGRITY TESTING
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CAUTION: Gaining access to the containment sump requires removing the
lid, cover or dispenser panel that is in place to protect the equipment in the
sump. These components can be heavy. They may require special handling
and more than one person to remove them. Use caution when moving and
replacing them when testing is complete. During the test, put the covers and
panels in a safe location where they are secure and isolated from vehicle and
customer traffic.
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6.5.1 General Containment sumps are liquid-tight structures designed to temporarily contain
leaks or spills. In addition, Containment sumps often serve as the leak detection monitoring
location for double-walled piping systems. Leakage from the primary containment typically flow
by gravity inside the secondary containment to the sump, where it can be easily observed or
detected by a sensor.
This section describes a hydrostatic test method. There are vacuum test methods available for
containment sumps. Consult the manufacture before performing a vacuum test.
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Note: Follow the manufacturer’s instructions when testing the interstitial spaces of double
walled containment sumps.
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6.5.2 Purpose. This section describes the preparation and procedures to test the integrity of
containment sumps to ensure that they do not leak.
6.5.3 Description of Test. The containment sump is filled to the proper level with water.
The water level is measured at the beginning and at the end of test.
6.5.4 Test Equipment. Test equipment shall include:
water;
measuring stick that is accurate to within1/16 (0.063) inch and of sufficient length;
stopwatch or other time-measurement device capable of measuring a 1-second
increment
6.5.5 Preparation.
1. Care should be taken when conducting the test in the rain or during freezing weather
conditions.
2. Remove and properly dispose of any liquid and debris (leaves, sediment and trash) in
the containment sump.
3. Inspect the containment sump for damage. Examine all preparation fittings, conduits,
junction boxes, caps and risers (if present), and side-wall seams for defects, damage or
improperly installed components (e.g., loose penetration fitting clamps or missing
interstitial space caps), correct these items before performing the integrity test. If there
are items that must be repaired (e.g., deteriorated penetration fitting boots), notify the
owner/operator and obtain approval prior to proceeding with repairs.
4. Test boots or secondary containment termination fittings must be present on the piping
penetrating the sump. During testing, these fittings prevent water from entering the
interstitial space of double-walled piping. Without these fittings, the integrity of the sump
cannot be tested using this method.
5. If interstitial monitoring sensors are present within the containment sumps, temporarily
remove them before conducting the test. If the sensor is removed, reposition after testing
to appropriate position according to the manufacturer’s instructions.
6. If the containment sump is found to have cracks, loose parts or separation of any joints
or penetration fittings, it is not considered to be liquid-tight. This visually indicates a test
failure.
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Caution: Water can damage electrical connections. Ensure that there are no
components that can be damaged by the addition of water to the sump. If
such components are present, take appropriate precautions when performing
the test or use an alternative test method.
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6.5.6 Test Procedure
Begin the test by adding water to the sump to a minimum of 4 inches above the highest
sump penetration or sump sidewall seam, whichever is higher. To compensate for sump
deflection, the water must be allowed to settle a minimum of 15 minutes before taking
the initial test measurement. If the highest sump penetration or sump sidewall seam is
less than 4 inches from the top of the sump, add water to within 1 inch of the top of the
sump.
Place the measuring stick vertically at the lowest point in the sump and extending above
the water level in the sump to allow for an accurate measurement to be taken. The
location of the measuring stick must remain the same for each water level measurement.
Document the initial water level measurement as measured from the bottom of the
sump. Alternative measurement methods may be used provided that the measurement
to 1/16 (0.063) inch can be made.
Take all precautions to prevent the water level from being disturbed during the duration
of the test.
After 1 hour, document the ending water level measurement.
Upon completion of the test:
remove all water and properly dispose of it according to Section 6.7;
reinstall any interstitial monitoring sensors in their proper positions;
return the test boots or secondary containment fittings to their pre-test operating
configurations;
inspect and reinstall all containment sump lids, gasket and covers.
6.5.7 Pass/Fail Criteria. If the water level changes less than 1/8 (0.125) inch, the
containment sump passes the integrity test.
If the water level changes 1/8 (0.125) inch or greater, the containment sump fails the integrity
tests.
6.6 Accelerated Precision Hydrostatic Test for Spill Buckets and
Containment Sumps. Electronic precision test equipment can be utilized to test spill
buckets and containment sumps. It incorporates more sensitive equipment that permits a test to
be conducted in a shorter period of time. The procedures use the same test fluid and test the
same volume as other methods outlined in this chapter. The manufacturer of the measurement
equipment should specify the precision and duration of the test and the pass/fail criteria.
However pass/fail criteria should not be less stringent than those prescribed for the 1-hour test
in Section 6.5.7.
The data sheet for Sections 6.2 or 6.5 may be used for this test. Refer to Appendix D.
6.7 Proper Disposal of Test Liquids. Test liquids must be disposed of properly. Check
with the AHJ regarding requirements for proper disposal.