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ARCHIVED REPORTS_XR0005034
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2900 - Site Mitigation Program
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ARCHIVED REPORTS_XR0005034
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Last modified
9/16/2020 1:00:43 AM
Creation date
3/17/2020 2:09:43 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005034
RECORD_ID
PR0507952
PE
2950
FACILITY_ID
FA0007846
FACILITY_NAME
OLYMPIAN CFN
STREET_NUMBER
983
STREET_NAME
MOFFAT
STREET_TYPE
BLVD
City
MANTECA
Zip
95336
APN
22115006
CURRENT_STATUS
01
SITE_LOCATION
983 MOFFAT BLVD
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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05 February 2002 <br /> • AGE-NC Project No 98-0432 <br />' Page 3 of 4 <br /> the top of the well casing (btoc) (Table 1) The ground water elevations at the site ranged from <br /> 18 25 feet to 19 56 feet above mean sea level in monitoring wells MW-6 and MW-5, respectively <br /> (Table 1) Ground water elevation in the monitoring wells decreased an average of 3 feet since the <br />' previous monitoring event in July 2001 A ground water elevation contour map for July 2001 Is <br /> illustrated on Figure 3 Based on ground water elevation data, ground water flow direction is away <br /> from a ground water high projecting across the central portion of the site,from well MW-I to MW-2 <br />' northwest The typical groundwater flow direction at the site is north to northwest The ground water <br /> elevation value from well MW-5, up-gradient,was not used for the ground water elevation contour <br /> map, the value was out of range of all other values by one foot It should be noted that at this low <br />' gradient, small measurement variations can cause significant changes In the inferred ground water <br /> flow direction <br />' 32 GROUND WATER ANALYTICAL RESULTS <br />' TPH-d was detected In the ground water samples collected from wells MWA and MW-2 at <br /> concentrations of 100 microgram per liter(pg/l) and 190 pg/l, respectively <br /> The highest concentration of MTBE detected was in sample MW-1 at 13,000 µg11 MTBE was also <br /> detected in the samples from wells MW-2 at 990 pg/l, MW-4 at 59 µg11 and MW-5 at 2 6 µg/1,EPA <br />' Method 8260 Modified <br /> There were no reported detections of fuel oxygenating compounds In any of the other ground water <br />' samples analyzed In addition, there were no reported detections of BTEX, TPH-g or other fuel <br /> additives in any of the ground water samples analyzed <br />' Analytical results from ground water samples are summarized in Tables 2 and 3 The laboratory <br /> reports(MAI Laboratory ID 82304 to 82309,quality assurance and quality control(QA/QC)reports <br /> and chain-of-custody forms are included in Appendix B <br /> 4.0. SUMMARY AND CONCLUSIONS <br />' The following conclusions were drawn from the results of this investigation <br />' e During this quarter, the prevailing ground water floe direction is towards the northeast, <br /> overall This inconsistent flow direction may be due to a surface water release near northern <br /> portion of the site and will be verified by further sampling events or may be due to small <br />' measurement variations with ground water at a very low gradient <br /> • TPH-d, detected only in MW-1 and MW-2, was at concentrations of 100 µg/1 and 90 µg/l, <br />' respectively <br /> Advanced GeoEnwronmentel,Inc <br />
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