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ARCHIVED REPORTS_XR0007751
Environmental Health - Public
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PR0545884
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ARCHIVED REPORTS_XR0007751
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Last modified
7/21/2020 4:42:19 PM
Creation date
7/21/2020 4:32:16 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007751
RECORD_ID
PR0545884
PE
3528
FACILITY_ID
FA0005481
FACILITY_NAME
MANTECA CORP YARD
STREET_NUMBER
210
Direction
E
STREET_NAME
WETMORE
STREET_TYPE
ST
City
MANTECA
Zip
95337
APN
21938313
CURRENT_STATUS
02
SITE_LOCATION
210 E WETMORE ST
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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' 07 March 2002 <br /> AGE-NC Project No 99-0637 <br /> IPage 5 of 6 <br /> MTBE was detected in the water sample collected from CPT-3 at 81 feet to 85 feet bsg(HU5) at a <br /> concentration of 16 µg/1 The other fuel additives were not detected at or above laboratory reporting <br /> limits in the ground water samples The laboratory report(MAI Lab I D 88049, 88050, 88051 and <br /> I 88053 through 88058) QA/QC report and chain-of-custody form are included in Appendix B <br /> Analytical results of the CPT grab ground water samples are summarized in Table 1 <br /> 34 LABORATORY RESULTS OF SOIL SAMPLES <br /> I One soil sample was collected during the subsurface investigation from boring CPT-1 at 35 feet bsg <br /> MTBE was detected in the soil sample at a concentration of 0 006 milligrams per kilogram(mg/kg) <br /> TPH-g,TPH-d,BTEX and the other fuel additives were not detected at or above laboratory reporting <br /> limits in the soil sample The laboratory report (MAI Lab I D 88052) QA/QC report and chain-of- <br /> custody form are included in Appendix B Analytical results of the soil sample are summarized in <br /> Table 1 <br /> 4.0. SUMMARY AND CONCLUSIONS <br /> Based on the findings from this investigation, AGE concludes <br /> • Generally,fine grained silts and clays were encountered at depths between surface grade and <br /> 10 feet bsg, 20 and 30 feet bsg, 45 and 60 feet bsg and 80 feet bsg to the total depths of the <br /> bonngs Gravelly sand,sand and silty sand were observed at all other depths Geologic cross <br /> sections A-A'and B-B'were generated from CPT data collected and depict general lithology <br /> beneath the site in cross sectional views (Figure 3 and 4) <br /> • TPH-d and MTBE were detected at concentrations lust above laboratory detection limits in <br /> the water samples collected from CPT-3 from units HU2 and HU5,respectively Constituents <br /> of concern detected in ground water samples collected during the CPT investigation are <br /> Idepicted in cross sectional views A-A' and B-B' (Figure 3 and 4) <br /> • MTBE was detected at a concentration just above the laboratory detection limit in the soil <br /> sample collected from CPT-1 at 35 feet bsg (0 006 mg/kg) <br /> • The vertical extent of petroleum hydrocarbon-impacted ground water has been defined The <br /> lateral extent ofpetroleum hydrocarbon-impacted ground water in units HU2,HU4 and HU5 <br /> has been defined <br /> s <br /> Advanced GcoEnvironnkental,Inc <br /> f <br />
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