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3500 - Local Oversight Program
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PR0545435
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Last modified
3/9/2020 5:55:51 PM
Creation date
3/9/2020 1:11:01 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0545435
PE
3528
FACILITY_ID
FA0000819
FACILITY_NAME
ONE STOP MARKET*
STREET_NUMBER
1151
Direction
W
STREET_NAME
LOUISE
STREET_TYPE
AVE
City
MANTECA
Zip
95336
APN
21641001
CURRENT_STATUS
02
SITE_LOCATION
1151 W LOUISE AVE
P_LOCATION
04
P_DISTRICT
003
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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Geological TeeWa inc. Page 4 <br /> GeoProbe Installation Report <br /> Cardoza(Louise) <br /> Project No. 1135.2 <br /> June 15,2004 <br /> Groundwater Sample Analyses <br /> - les analyzed contained contaminant concentrations <br /> None of the three groundwater samples' y <br /> above the laboratory reporting limits. <br /> Table 1 in Appendix A is a full summary of all soil and groundwater grab sample analytical <br /> data collected at the site. <br /> 3.2 Geology and Field Observations <br /> The following section discusses the subjective field observations and geology documented <br /> during this investigation based on the interpretations of the field geologist. <br /> • The site exhibits sand & clay geology. <br /> ❑ The sand units are typically brown at depths of five feet bgs and then change to <br /> lighter color_ at ten feet bgs and below. The sands range from very fine to very <br /> coarse; with some iron oxide staining. <br /> ❑ A clayey sand unit was encountered at depths ranging 20 - 24 feet bgs in GP-1 & <br /> GP-2. This unit was hard when compared to the loose sands above. <br /> ❑ Occasional loose sand and/or clay layers from 'h—2 inches thick were present in the <br /> clayey sand unit below 20 feet bgs. <br /> • No field evidence of contamination was noted during the investigation except for a trace <br /> OVM reading (l ppm; background 0 ppm) from the base of GP-2. This detection may <br /> have been ambient air carried from the active fuel dispenser areas.. <br /> • Groundwater was encountered during drilling at a depth of approximately 22 feet bgs <br /> based on drill rod observations. <br /> • The acid preservative in the vials reacted strongly with the groundwater when sampling. <br /> The production of gas made it difficult to preserve a zero headspace condition in the <br /> VOAs. <br /> See Appendix B, Boring Logs for more information. <br /> 4.0 CONCLUSIONS AND RECOMMENDATIONS <br /> Based on our interpretation of the data collected over` the course of this subsurface <br /> investigation, GTI have reached several conclusions. These conclusions are based on the <br /> premise that the data we considered, although incomplete, are representative of actual site <br /> conditions. We acknowledge that there may be undiscovered conditions, which would upon <br /> their consideration, change our interpretation and thus our conclusions. <br /> Our recommendations are based on our knowledge of site conditions, and on the state and <br /> limitations of subsurface investigative technology. <br /> 4.1 Conclusions <br /> • The field activities indicate that the trace MTBE detected in sample "D-3" is limited in <br /> extent. <br /> • None of the soil and groundwater samples contained contaminant concentrationsabove <br /> the laboratory reporting limits. There was no field evidence of contamination (odor or <br /> staining) and this supports the laboratory data in spite of the protocol problems. <br /> I <br /> L.r <br />
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