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ARCHIVED REPORTS_XR0005020
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0507952
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ARCHIVED REPORTS_XR0005020
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Last modified
9/16/2020 2:08:21 AM
Creation date
3/17/2020 2:01:21 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005020
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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,• 47 March 2000 <br /> AGE-NC Project No. 98-0432 <br /> '• Page 5 of 6 <br /> Analytical results from ground water samples are summarized in Table 3. The laboratory reports <br /> (PET Laboratory ID PE6975-01 to -04), quality assurance and quality control (QA/QC) reports and <br /> chain-of-custody forms are included in Appendix F. <br /> Figure 3 depicts the <br /> gur p approximate areal distribution of impacted ground water containing MTBE at <br /> concentrations exceeding 500 4g11. The vertical and horizontal extent of all MTBE-impacted ground <br /> water is not known.The horizontal extent of all MTBE-impacted ground water is not known except <br /> toward the north where the compound was not detected in the sample from MW-4. <br /> 3.5. GROUND WATER ELEVATION, FLOW DIRECTION AND GRADIENT <br /> Depth to ground water at the site ranged from 14.11 to 14.79 feet below well casing top. The ground <br /> water elevation in each-well were calculated from these data. The ground water elevations at the site r <br /> ranged from 21.96 feet to 22.95 feet above mean sea level (ms]). The ground water flow direction <br /> and gradient were calculated from the well elevation data. <br /> Contours of the ground water elevation data suggest that the ground water flow was directed toward <br /> the northwest. Figure 4 illustrates the contoured ground water elevations. <br /> 4.0. SUMMARY AND CONCLUSIONS <br /> ' The following conclusions were drawn from the results of this investigation: <br /> The prevailing g mnclAAter flow direction at the site is generally northwest. <br />' • . Only MTBE was detected in soil samples at the site during this investigation. MTBE- <br /> impacted soil extends to a depth of at least 30 feet.bsg, the deepest samples collected. <br />' Only MTBE was detected in ground water samples at the site during.this investigation. <br /> MTBE was detected in three well on the site. The detected MTBE concentrations exceed the <br />' State of California maximum contaminant level (MCL) of 14•µg/l. <br />' 5.0. RECOMMENDATIONS <br />' Based on the results of this investigation, AGE recommends: <br /> i • A quarterly monitoring event should be scheduled for March'2000. <br />' • A work plan for installation of additional assessment of MTBE in soil and ground water and <br /> procedures to assess feasibility of various corrective action alternatives for MTBE in soil and <br /> 1 <br />
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