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ARCHIVED REPORTS_XR0005218
Environmental Health - Public
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EHD Program Facility Records by Street Name
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MARIPOSA
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2900 - Site Mitigation Program
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PR0541650
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ARCHIVED REPORTS_XR0005218
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Last modified
3/11/2020 6:33:47 PM
Creation date
3/11/2020 2:49:43 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005218
RECORD_ID
PR0541650
PE
2960
FACILITY_ID
FA0023868
FACILITY_NAME
FORMER USA GASOLINE SERVICE STATION 110
STREET_NUMBER
2132
Direction
E
STREET_NAME
MARIPOSA
STREET_TYPE
RD
City
STOCKTON
Zip
95205
APN
1730635
CURRENT_STATUS
01
SITE_LOCATION
2132 E MARIPOSA RD
P_LOCATION
01
QC Status
Approved
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EHD - Public
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4.0 FIELD INVESTIGATION AND RATIONALE <br /> 4.1 Soil Borings <br /> t A total of three soil borings, MW-1-P, MW-2-P and MW-3-P, were drilled by Park to depths <br /> 90 feet bgs (Figure 2 of Appendix A) Each one of these borings was converted to groundwater <br /> monitoring wells to depths of 90 feet bgs In addition, one soil boring, VEW-1-P,' was drilled <br /> to a depth of 20 feet bgs and subsequently installed with a vadose zone monitoring well (vapor <br /> ' extraction well) A detailed description of soils encountered in each of the four soil'borings are <br /> included on the boring logs in Appendix B Soil boring placement was based on previous data <br /> on the site, conditions encountered in the field and drilling ng accessibility Boring locations <br /> ' were approved by PHS/EHD prior to drilling Drilling and soil sampling protocols are included <br /> as Sections 1 and 2 of Appendix C <br /> 4.2 Groundwater Monitoring Well Installation, Development and Sampling <br /> ' The three groundwater monitoring wells installed by Park were located in close proximity to <br /> previously installed wells on the site The newly installed monitoring wells were used for <br /> groundwater sampling, direction of flow calculations and will potentially be used for future <br /> ' monitoring of groundwater quality and remedial measures <br /> Monitoring wells MW-1-P, MW-2-P and MW-3-P each have a total depth of 90 feet bgs Well <br /> construction details are included in Section 2 of Appendix C and a schematic of the well is <br /> shown on the boring log for each well in Appendix B <br /> ' The wells were surged for a period of 20 to 30 minutes prior to removal of water to free the fine <br /> grained particles within the well and filter pack. Approximately three well volumes of <br /> groundwater were pumped from the well and the generated water was placed in Department of <br /> ' Transportation (DOT)approved 55-gallon drums During well development the water level, Ph, <br /> electrical conductivity and temperature were noted Following well development and after the <br /> ' wells had sufficient time to recharge to 80% or greater of static level, groundwater samples were <br /> collected Groundwater monitoring data is presented in Groundwater Table I following- <br /> ' <br /> I <br /> B 1125Ji RPr 4 <br />
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