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ARCHIVED REPORTS_XR0011438
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545177
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ARCHIVED REPORTS_XR0011438
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Last modified
1/13/2020 5:27:55 PM
Creation date
1/13/2020 4:18:25 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011438
RECORD_ID
PR0545177
PE
3528
FACILITY_ID
FA0002123
FACILITY_NAME
GREWALS GAS & LIQUOR*
STREET_NUMBER
4100
Direction
E
STREET_NAME
FREMONT
STREET_TYPE
ST
City
STOCKTON
Zip
95215
APN
14333046
CURRENT_STATUS
02
SITE_LOCATION
4100 E FREMONT ST
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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24 April 2000 <br /> AGE-NC Project No. 97-0327 <br /> ' Page 5 of 6 <br /> ' by laboratory analysis. The analytical results of the selected soil samples are summarized in Table <br /> 1- The laboratory reports (Castle Analytical Laboratory Reference No. 2813 and McCampbell <br /> Analytical Inc. Lab I.D. No. 30783 through 30785) and chain-of-custody forms are included in <br /> Appendix D. <br /> 4.0. DISCUSSION AND CONCLUSIONS <br /> The following conclusions were drawn from the results of this investigation: <br /> • Saturated soil at the site was encountered at approximately 55 feet bsg. The static water level <br /> was measured at approximately 51 feet below the tops of the monitoring well casings. <br /> • The lithology underlying the site is dominated by fine sandy silt and silty fine sand. <br /> Generally, a fine sandy silt interval was encountered from 10 feet bsg to 25 feet bsg, which <br /> ' was underlain by a silty fine sand interval from 25 feet bsg to 40 feet bsg. A fine sandy silt <br /> layer was also encountered from 40 feet bsg to 50 feet bsg and was underlain by a silty fine <br /> sand interval from 50 feet to 70 feet bsg. The modeled site stratigraphy is shown in Figures <br /> ' 3 and 4. <br /> • The deepest soil horizon found to be impacted by petroleum hydrocarbons and/or oxygenated <br /> fuel additives was at 40 feet bsg (P6, P8, MW-1 and MW-2) and 45 feet bsg (MW-3). <br /> Locally, impacted soil was encountered at depths ranging from 25 feet bsg to 30 feet bsg(P3, <br /> P4 and P5), but more commonly, shallower soil, even close to the former UST excavation <br /> a, (P3, P6, P7and P8) was not found to be impacted. This distribution of contaminants, in <br /> conjunction with the site stratigraphy as described above, suggests a narrow, vertical plume <br /> of impacted soil descending from the former UST pit that spread laterally upon encountering <br /> the silt interval at 40 to 50 feet bsg. This model is shown in Figures 8 and 9. <br /> • The low concentrations of petroleum hydrocarbons and oxygenated fuel additives in ground <br /> ' water samples, reported in AGE's Ground Water Monitoring Report - 1 st Quarter, dated 21 <br /> April 2000, suggests that locally, at least a small volume of impacted soil has extended to <br /> ground water at approximately 51 feet bsg, probably in the former UST area. <br /> The petroleum hydrocarbon-impacted soil appears to extend horizontally from the UST area <br /> to MW-1, a minimum distance of approximately 53 feet toward the southeast. The detection <br /> of only MTBE, at a concentration of 0.6µg/kg, is suggestive of the plume margin. <br /> • The horizontal extent of petroleum hydrocarbon-impacted soil is relatively unknown east, <br /> northeast, north, northwest, west and southwest of the former UST area. <br /> Advanced GcoEnvironmcntal,lnc. <br /> I <br /> I. <br /> s <br />
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