Issue Date: January 20,
2012
Revision Date: April 21,
2015
Leak Detection Technologies
MDleak Enhanced Leak Detection and Leak
Location Method
Line Leak Detection Method for Airport Hydrant and Field Constructed Systems
Certification |
Leak rate of 0.005 gph with PD = 100% and PFA = 0% (with
pipeline secondary containment).
Leak rate of 0.005 gph with PD = 97.5% and PFA = 2.5% (pipeline direct
contact to soil). |
Leak Threshold |
A pipeline system should not be declared tight when the
chemical marker detected exceeds the background level outside of the
pipeline. |
Applicability |
Gasoline, diesel, aviation fuel, fuel oil #4, fuel oil #6 (if
between 60 to 150 degrees F), solvents, waste oil.
Cannot be used where ground-water is above
the bottom of the pipe and the pipe is filled with a water-miscible product
unless highly volatile evaporative chemical markers are used or pipeline is
emptied and tested dry. |
Pipeline Capacity |
Not limited by
capacity. |
Waiting Time |
A range from 5 to 31 days after the
chemical marker is mixed throughout the containment to be tested.
The waiting period may be adjusted below
or above this range when supported by "Controlled Leak Points" as described
below.
Waiting time begins after chemical marker
ahs reached all portions of the pipeline begin tested. |
Controlled Leak Points |
"Controlled Leak Point" is a port where
chemical marker is injected directly into the soil surrounding the
containment to determine the rate at which chemical marker migrates through
the backfill. It can be used to demonstrate that the chemical marker
will migrate through the soil to a detection point in a documented amount of
time, as described in manufacturer's procedures. |
Chemical Marker Dosage |
Dosage of the chemical marker, either
liquid or vapor, is based on containment volume, and the duration of time
the inoculated product will remain within the test section. The test
period begins once the chemical marker has been mixed and distributed
throughout the test section(s).
Pipelines are typically tested in an
in-service operating condition; pipelines that are out of service or under
construction are tested at working pressure. Chemical marker
concentration and sampling points are adjusted to meet the test
specifications. |
Soil Permeability |
Soil permeability
must readily allow chemical marker movement through the excavation backfill
(greater than 1 Darcy) or the use of a controlled leak point is required. |
Sampling Port |
Radius of influence of each chemical
marker sampling port is maximum 16 feet or a maximum separation between
sampling points of 32 feet.
Pipeline must be accurately located to
ensure that all pipeline surfaces are within the zone of influence of a
sampling port.
Sampling ports must be installed per
manufacturer's guidelines.
Horizontal sampling probes may be
installed in manufactured backfill during the initial containment
installation. These probes must be installed per manufacturer's
guidelines. |
Comments |
This method can be used to test
single-walled and double-walled components for leakage to soil by sampling
in the backfill or to test the primary containment integrity of a
double-wall component by sampling in the interstitial space.
The tester may determine that pre or post
testing is needed to establish the background level of chemical marker in
the soil.
For shorter/longer test periods, for
different sampling port spacing, or in soil conditions that are uniquely
different from standard engineered backfill, such as water saturated frozen
soil, a controlled leak point shall be installed to document the chemical
marker migration period. |
Leak Detection Technologies
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Evaluator:
Ken Wilcox Associates
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2765 East Wieding Road
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Tel:
(816) 443-2494
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Tucson, AZ
85706
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Date of Evaluation:
01/07/08
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Tel: 855-255-5325
|
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E-mail:
info@LeakDetect.net |
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URL:
www.LeakDetect.net
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