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ARCHIVED REPORTS_XR0008577
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ARCHIVED REPORTS_XR0008577
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Last modified
10/10/2020 10:15:06 PM
Creation date
3/18/2020 4:52:13 PM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008577
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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First Quarter,2002 Quarterly Groundwater Monitoring Report <br /> Eckert Cold Storage,Manteca,California <br /> Page 2 <br /> Nature of contamination: BTEX, Range in concentrations: <br /> TPH-G, Benzene(µg/L) <0.5—440 <br /> TPH-D TPH-G(mg/L) <0.05—8.2 <br /> Oxygenates TPH-D(mg/L) <0.05— I.1 <br /> /Additives MTBE(gg/L) <0.5—23 <br /> Tertiarty butanol(Etg/L) <5.0— 190 <br /> 1,2-DCA(µg/L) <0.5— 15 <br /> FIELD OBSERVATIONS <br /> No sheen or separate phase petroleum was noted in the wells, but a strong petroleum odor was noted in <br /> MW-1 and moderate petroleum odors were noted in well MW-3 and MW-8. Field observation sheets are <br /> included in Attachment B. <br /> GROUNDWATER ELEVATIONS <br /> The average groundwater elevation was approximately 1.4 feet higher on February 27, 2002 than the <br /> previous sampling event conducted on December 17, 2001. The groundwater elevation contours (Figure <br /> 3, Attachment A) estimated with the depth to water measurements and the new survey data collected by <br /> Condor indicate that the groundwater gradient was generally towards the northwest on February 27, 2002. <br /> It should be noted that the groundwater table was above the top of the well screen in MW-8. <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 /> indicates potential discrepancies between the prior elevation data and the current elevation data, <br /> • particularly associated with MW-5. The top of casing elevations measured for MW-1, MW-2, MW-3, <br /> MW-6, MW-7, and MW-8 identified during the new survey were either 2.28 or 2.29 feet higher than <br /> measured by the prior survey conducted by WHF, Inc. (WHF). This indicates that there is good <br /> agreement between the data from both surveys for the relative elevations of those monitor wells. The top <br /> of casing elevations measured during the new well survey for MW-4 and MW-5, however, were 2.34 and <br /> 2.52 feet higher, respectively, than the top of casing elevations measured during the prior WHF survey. <br /> For MW-5 in particular, therefore, it is possible that the previous top of casing elevation was measured to <br /> be approximately 0.23 feet too low relative to the other site monitor well top of casing elevations. This <br /> may have occurred during the re-survey of the well on April 25, 2000 following repairs to the well as <br /> reported by WHF in previous quarterly monitoring reports. <br /> Historical groundwater data collected by WHF indicates a highly variable gradient at the site. Review by <br /> Condor of historical groundwater gradient information provided by WHF indicates that there are potential <br /> inconsistencies in the data and possibly components of the interpretation of those data, especially related <br /> to MW-5 measurements. However, Condor agrees that the general historical groundwater gradient is <br /> predominantly towards the northwest at the site. The highly variable gradient at the site may be related to <br /> domestic/supply well pumping both on site and off site. At times in the past, the water table slope has <br /> been very flat(very gentle groundwater gradient). When this occurs, any slight variability in groundwater <br /> measurements and the tolerance for error for the water level measurement devices can result in apparent <br /> groundwater elevation contours that are not particularly coherent. Therefore, when the water table at the <br /> site is relatively fiat, it may be more representative to depict the groundwater gradient with a three-point <br /> construction using groundwater elevation data from three site monitor wells that circumscribe th.- site, <br /> allowing triangulation of the contaminant plume, including the contaminant source area. Consistent with <br /> this, Figure 4, Attachment A is provided showing the groundwater gradient direction and magnitude using <br /> monitor wells MW-3, MW-4, and MW-6. On February 27, 2002 the groundwater gradient was 0.0042 <br /> CONDOR <br />
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