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ARCHIVED REPORTS_XR0008573
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3500 - Local Oversight Program
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ARCHIVED REPORTS_XR0008573
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Last modified
10/10/2020 10:22:59 PM
Creation date
3/18/2020 4:50:24 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008573
RECORD_ID
PR0545572
PE
3528
FACILITY_ID
FA0006855
FACILITY_NAME
ECKERT COLD STORAGE COMPANY
STREET_NUMBER
757
STREET_NAME
MOFFAT
STREET_TYPE
BLVD
City
MANTECA
Zip
95366
APN
22104041
CURRENT_STATUS
02
SITE_LOCATION
757 MOFFAT BLVD
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
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PAR-Eckert Cold Storage,Manteca,CA <br /> November 25,2002 <br /> Page 2 <br /> 3.0 SITE BACKGROUND <br /> • In July 1986 one 500-gallon capacity underground storage tank (UST), identified as TK4, was removed <br /> from the site. Analyses of soil samples collected from the UST removal area in April 1987 indicated the <br /> soil was impacted with petroleum hydrocarbons. In February 1988, three remaining USTs were removed <br /> from the vicinity of the former location of TK4, Analyses of the soil samples collected during the 1988 <br /> 1 removal of the three remaining USTs did not detect the presence of petroleum contamination. <br /> As a result the soil contamination identified in April 1987, the SJCEHD directed Eckert to conduct a site <br /> investigation and submit a PAR. As a result of this directive, WHF installed three monitor wells NW-1, <br /> MW-2, and MW-3) in January 1995. During initial development of the wells, it was discovered that the <br /> MW-2 well casing had been damaged during installation. Because petroleum hydrocarbon contamination <br /> was noted in all three monitor well borings, WHF elected to retain MW-2 for water level measurements <br /> and install an additional well in the down-gradient direction. Consequently, monitor well MW-4 was <br /> installed by WHF on March 22, 1995. <br /> On September 18 and 19, 1997 WHF installed three additional monitor wells (MW-5, MW-6, and MW- <br /> 7) at the site. A sensitive receptor survey for the site was conducted by WHF in 1998. On November 2 <br /> and 3, 1999, WHF advanced four shallow soil borings to depths ranging from 38 from 41.5 feet below <br /> ground surface (bgs); groundwater was reportedly encountered at approximately 23 feet bgs. One of the <br /> shallow borings was completed as an additional monitor well (MW-8). Additionally, a deep boring was <br /> advanced to a depth of 56.5 feet bgs to evaluate the vertical extent of contamination in the location of the <br /> former UST area. Petroleum hydrocarbon constituents were detected in all of the soil samples collected <br /> from the deep boring. WHF conducted quarterly groundwater monitoring activities at the site from April <br /> • 1995 to December 2001. <br /> Condor began conducting quarterly groundwater monitoring activities at the site on February 27, 2002. <br /> Groundwater elevation contours estimated with the depth to water measurements on that date and new <br /> monitor well survey data (see below) indicated that the groundwater gradient was generally towards the <br /> northwest. <br /> On April 8, 2002 Condor representatives re-surveyed the monitoring wells at the site using traditional <br /> and global positioning system (GPS) techniques in accordance with recent CRWQCB directives <br /> concerning UST site data to be submitted in Electronic Deliverable Format (EDF). The new survey data <br /> indicated potential discrepancies between the prior and current elevation data, particularly associated <br /> with MW-5. The top of casing elevations measured for MW-i,MW-2,MW-3, MW-6, MW-7, and MW-8 <br /> identified during the new survey were either 2.28 or 2.29 feet higher than measured by the prior survey <br /> I conducted by WHF. This indicated that there is good agreement between the data from both surveys for <br /> the relative elevations of those monitor wells. However, the top of casing elevations measured during the <br /> new well survey for MW-4 and MW-5 were 2.34 and 2.52 feet higher,respectively, than the top of casing <br /> elevations measured during the prior survey. It is therefore possible, for MW-5 in particular, that the <br /> ' previous top of casing elevation was measured to be approximately 0.23 feet too low relative to the other <br /> site monitor well top of casing elevations. This may have occurred during the re-survey of the well on <br /> April 25, 2000 following repairs to the well as reported by WHF in previous quarterly monitoring <br /> 1 reports. <br /> Historical groundwater data collected by WHF indicated a highly variable gradient at the site. Review by <br /> Condor of historical groundwater gradient information provided by WHF indicated that there are <br /> . potential inconsistencies in the data and possibly components of the interpretation of those data, <br /> especially related to MW-5 measurements. However, Condor agreed that the general historical <br /> is CONDOR <br />
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