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INSTALL_2004
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2300 - Underground Storage Tank Program
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PR0521537
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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
Tags
EHD - Public
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Ameron Dualoy° Pipe Monitoring System <br /> Temperature Tests <br /> Two types of temperature tests were conducted: With and without the presence <br /> vapor in the interstitial space. The results of these two types of tests are summarized in <br /> Table 2. A more complete description of the results follows. Graphical displays of the <br /> test results are included in Figures D2 through D5 in Appendix D. <br /> Temperature Test Without Trapped Vapor <br /> Entrapped air may be minimized by establishing a vacuum in the interstice prior <br /> to brine filling. As the presence of trapped air is expected to adversely affect the level <br /> change when temperature changes occur, it is important to remove as much of it as <br /> possible, particularly for long lines. As described in the test procedures section of this <br /> report, the interstitial space was evacuated to around 27-28 inches of Hg. Brine was <br /> then pulled into the interstice until the reservoir was about half full. This process <br /> minimizes the amount of air trapped in the various fittings. The interstice may also be <br /> filled by gravity from the lowest point with bleed valves installed at all high points. <br /> Two sets of temperature data were collected during this evaluation. In both <br /> cases the liquid circulated through the primary pipe was water. These tests included the <br /> following: <br /> 1. One two hour circulation with hot liquid (nominal temperature of 100 deg F) <br /> through the primary pipe; <br /> 2. One two hour circulation with cold liquid (nominal temperature of 32 deg F) <br /> through the primary pipe;. <br /> The first test involved circulation of hot water at a nominal temperature of <br /> approximately 100 Deg F through the primary pipe for two hours at a rate of 6 gal/min. <br /> The interstitial temperature at the beginning of the circulation was 63 deg F and was <br /> around 100 deg at the end of the test. The results show a change in level from 7.53 <br /> inches to 7.81 inches after two hours. A level increase of 0.28 inches occurred with a <br /> temperature change of+37 deg F. This effect is shown in Figure D-2 in Appendix D. <br /> The second temperature test involved circulation of cold liquid through the <br /> primary pipe for two hours with the brine reservoir level again measured at the <br /> beginning and end of the test. The temperature of the water circulated through the <br /> primary line was approximately 32 deg F. The interstitial temperature at the beginning <br /> of the circulation was approximately room temperature or 71 deg F and decreased to 37 <br /> deg F at the end of the circulation. The initial brine reservoir was 7.69 at the beginning <br /> of the circulation. The level after two hours of circulation was approximately 7.44 <br /> inches. The observed level decrease was 0.25 inches for a temperature decrease of 34 <br /> deg F. These are the worst-case data for the temperature effects without trapped <br /> vapor. This effect is shown in Figure D-3 in Appendix D. <br /> Page 8 of 12 <br />
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