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INSTALL_1999
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PR0231455
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INSTALL_1999
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Entry Properties
Last modified
5/6/2020 4:58:34 PM
Creation date
5/6/2020 2:47:12 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2300 - Underground Storage Tank Program
File Section
INSTALL
FileName_PostFix
1999
RECORD_ID
PR0231455
PE
2361
FACILITY_ID
FA0003612
FACILITY_NAME
Yosemite Avenue Arco AmPm
STREET_NUMBER
1711
Direction
E
STREET_NAME
YOSEMITE
STREET_TYPE
Ave
City
Manteca
Zip
95336
CURRENT_STATUS
01
SITE_LOCATION
1711 E Yosemite Ave
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
Scanner
KBlackwell
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EHD - Public
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F <br /> i <br /> r <br /> MEMORANDUM <br /> S/0 <br /> TO: Bill Merchant P�F�F,y <br /> ARCO <br /> FROM: J.M. Plecnik w ` <br /> Consultant f No. 026354 <br /> 1880 San Anseline <br /> Long Beach, CA 90815 Q, <br /> (562) 985-4406 <br /> T OF CAt\� <br /> DATE: March 26, 1999 <br /> SUBJECT: Inspection of Two Underground Fiberglass Tanks at the ARCO Gas Station at the <br /> Intersection of Freeway 99 and Route 120 in Manteca, California <br /> On March 25, 1999, I inspected two fiberglass tanks, both 8 ft. dieter single wall tanks, <br /> manufactured by Owens Corning prior to 1985. The purpose for inspecti g the tanks was to <br /> evaluate their structural integrity as well as any degradation of the interior surface. The <br /> longitudinal axis of the two tanks are in the North/South direction. Therefore, the tanks referred <br /> to herein will be referred to as either the East or the West tank. Fluid Containment repair crew <br /> also labeled these tanks as Tank No. 1, which I would refer to as the West tank, and Tank No. 2 <br /> as the East tank. Manways were installed on the northern end of the two tanks to allow for <br /> access. The tanks had been previously cleaned by Fluid Containment personnel. On the date of <br /> my inspection, the oxygen level within both tanks was approximately 20.9% and the LEL levels <br /> were near or at zero. In the following, I will describe the results of my a aluation for each of the <br /> tanks individually. <br /> For the West tank,both Fluid Containment and I measured the int rnal diameters of the <br /> tank at six locations (Data provided to Mr. Wilson), from one end of the tank to the other. These <br /> measurements were in the vertical, horizontal, and two diagonal directions. Therefore, a total of <br /> twenty-four diameter readings were obtained on each tank. The readings obtained by Fluid <br /> Containment personnel were nearly identical to mine with a variation of no more than 1/16 to <br /> 1/8 in. The most critical reading was at Location 5, which measured the vertical diameter of <br /> 91-5/8 in. and a diagonal diameter of 91-5/16 in. Since the diameter of the tank is 92 in. <br /> (probably plus or minus 1/16 in.) at the time of manufacturing, the largest amount of ovalling <br /> based on the original diameter of 92 in. is thus 11/16 in.,which represents a relative deformation <br /> of 0.75%, which is less than the 1% allowed by most specifications and Federal regulations. The <br /> other diameter readings were generally within 1/2 in. of the 92 in. original manufacturing <br /> diameter. Visual inspection of the tank interior surface indicated no chemical or mechanical <br /> degradation. No cracking was observed on either the shell or the domes. Discoloration of the <br /> resin is evident on the lower half of the tank, but this is typical for gasoline tanks of this age. <br /> Microscopic inspection was also performed at a number of locations. These indicted no <br /> degradation of the glass below the resin rich layer or any extensive penetration of the gasoline <br /> into the laminate. In addition to visual inspection, the inner surface of the tank was evaluated for <br />
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