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ARCHIVED REPORTS XR0011107
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ARCHIVED REPORTS XR0011107
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Entry Properties
Last modified
3/5/2019 4:37:49 PM
Creation date
3/5/2019 2:13:07 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011107
RECORD_ID
PR0544222
PE
3528
FACILITY_ID
FA0005976
FACILITY_NAME
TIRE & WHEEL MASTERS
STREET_NUMBER
814
Direction
E
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16718101
CURRENT_STATUS
02
SITE_LOCATION
814 E CHARTER WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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Gen(v rcal°IecFinus enc Page 3 <br /> Add,tional Site Charactenzation <br /> Monta Brothers <br /> Project No 7242 <br /> December 19,2000 <br /> 1 A surface seal was achieved by pumping a neat cement grout via a tremae tube (augmented <br /> with <4% bentonite) to the surface The wells were secured with a locking watertight cap <br />' encased in flush mounted traffic-rated well box <br /> The new wells have been scheduled for development and sampling in December, 2000 A <br /> monitoring report will be prepared once the data has been received from the laboratory <br /> 3.0 RESULTS OF INVESTIGATION <br /> The analytical results and field observations are discussed below Tabular summaries of all <br /> analytical data are included in Appendix A, and the boring logs are included in Appendix B <br /> A site map with soil boring and monitoring well locations is included as Figure 2 <br /> 3.1 Analytical Results <br /> Soil Sample Analysis <br /> • In summary, no BTEX compounds, TPH-G or MTBE were detected in soil samples <br /> from borings MW-6, MW-7, MW-104, MW-106 and MW-107 <br />' Table 1 in Appendix A is a full summary of soil analytical 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 geology of this site is dominated by clayey soils The clay is typically tan to brown <br /> and contains minor amounts of sand As evidenced during this and past investigation <br /> events, the color changes to a gray color once groundwater is encountered Iron oxide <br /> staining, CaCO3 nodules or streaks, and black organic material are occasionally present <br /> in soil samples <br /> No evidence of contamination was noted in the field during the installation of off-site <br /> well pair MW-6 and MW-106 <br /> • No field evidence of contamination was noted in boring MW-7, but a faint hydrocarbon <br />' odor was noted in boring MW-107 at the 45 and 50 feet bgs sample locations <br /> + A gasoline odor was notable in samples from 55 and 60 feet bgs in boring MW-104 <br />' See Appendix B, Boring Logs for more information <br />' 4.0 CONCLUSIONS AND RECOMMENDATIONS <br /> These conclusions are based on the data collected over the course of this subsurface <br /> investigation and premise that the data we considered, although incomplete, are <br /> representative of actual site conditions We acknowledge that there may be undiscovered <br /> conditions, which would upon their consideration, change our interpretation and thus our <br /> conclusions <br />
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