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INSTALL_2004
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INSTALL_2004
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Last modified
2/28/2020 10:41:34 PM
Creation date
2/27/2020 3:48:11 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
INSTALL
FileName_PostFix
2004
RECORD_ID
PR0521537
PE
2371
FACILITY_ID
FA0014623
FACILITY_NAME
WEST VALLEY AUTO SERVICE LLC
STREET_NUMBER
2615
Direction
W
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95304
APN
21229017
CURRENT_STATUS
01
SITE_LOCATION
2615 W GRANT LINE RD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
Scanner
KBlackwell
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EHD - Public
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Ameron Dualoy° Pipe Monitoring System <br /> 3.0 DESCRIPTION OF EVALUATION PROCEDURES <br /> The test procedures used for this evaluation are briefly described in this section. <br /> These procedures are described more fully in an evaluation protocol developed by Ken <br /> Wilcox Associates, Inc. (KWA) entitled "Test Procedure for the Evaluation of Liquid <br /> Filled Double Wall Pipe for Leak Detection Purposes", February 7, 2003. <br /> Test Apparatus <br /> The test apparatus used for the evaluation is shown in Figures 2 and 3. A <br /> twenty-one ft length of doubly contained pipe was assembled in the KWA laboratory. <br /> Reservoir <br /> 1 <br /> Connector to dispenser (and outlet for circulation) <br /> Schrader valves <br /> 45 deg connector <br /> End cap <br /> T Connector <br /> 90 deg elbow Straight connector <br /> Inlet for circulation <br /> Figure 2. Schematic of Pipeline Assembly used in Evaluation (Top View) <br /> Several clamshell connectors were included to provide for the type of installation <br /> typically found at a station. The pipeline was encased in aluminized bubble pack to <br /> minimize the influence from ambient temperature changes that might have occurred <br /> during the testing. The primary pipe has an inside diameter of 2.22 inches ID. The <br /> reservoir inside diameter was 3.32 inches ID with a depth of approximately 15 inches. <br /> The interstitial space is approximately 0.055 inches thick and contains graded sand. <br /> The presence of the sand reduces the capacity of the brine in the interstice to one <br /> gallon per 75 ft of two-inch pipeline, not including the clamshell connectors used in the <br /> construction of the line. <br /> The interstice must be filled from the low point in the pipeline to minimize trapped <br /> air. For this testing, two methods of filling with brine were used. In one, a vacuum <br /> pump was used to evacuate the air from the interstice prior to filling. This practice will <br /> minimize the amount of trapped air in the various fittings of the pipeline assembly. In <br /> the other, brine was poured in from the low point and allowed to fill the system from <br /> Page 3 of 12 <br />
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