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ARCHIVED REPORTS_XR0006794
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545003
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ARCHIVED REPORTS_XR0006794
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Last modified
11/27/2019 11:34:13 AM
Creation date
11/27/2019 11:03:57 AM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006794
RECORD_ID
PR0545003
PE
3526
FACILITY_ID
FA0002324
FACILITY_NAME
Pacific Service Station
STREET_NUMBER
6131
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
09746418
CURRENT_STATUS
02
SITE_LOCATION
6131 PACIFIC AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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� CAMBRIA <br /> borings MW-10 and MW-11 are recorded on the boring logs <br /> (Appendix C) <br /> Groundwater Sampling Groundwater samples were collected in borings SB-5 and SB-6 <br /> using Hydropunch equipment at ten-foot intervals or at depths <br /> where CPT logs indicated the presence water-bearing soils for <br /> chemical analyses <br /> Number of Borings Two CPT borings (SB-5 and SB-6) and two well borings <br /> (MW-10 and MW-11) Boring specifications are described to <br /> Table I and Iocations are shown on Figure 2 <br /> Boring Depths Boring SB-5 was advanced to 100 06 fbg The CPT log for <br /> boring SB-6 encountered refusal at 80 54 fbg, but subsequent <br /> SB-6 soil and groundwater sampling borings were advanced to <br /> 100 fbg Well borings MW-10 and MW-11 were drilled to <br /> 45 fbg <br /> • Groundwater Depths During drilling activities, ressure ore dissipation test <br /> F p p s to <br /> borings SB-5 and SB-6 indicated groundwater depths in the <br /> borings at approximately 31 and 33 fbg, respectively During <br /> drilling activities,groundwater was first encountered at 38 fbg in <br /> MW-10 and at 36 fbg in MW-11 Blaine Tech Services, Inc <br /> (Blaine) of San Jose, California measured groundwater in wells <br /> MW-1 through MW-7, MW-10, MW-11, and VEW-1 at depths <br /> ranging from 32 45 to 34 35 fbg on December 10, 2001 <br /> Blaine's well gauging data is included in Appendix D <br /> Sediment Lithology Lithology encountered while drilling the borings consisted of <br /> varying intervals silt (ML), sand (SP) and silty sand (SM) to the <br /> total explored depth of 100 fbg (Appendices B and C) <br /> Coil Chemical Analyses Selected soil samples wet e andlyzed for TPHg, benzene, <br /> toluene, ethylbenzene, xylenes (BTEX), and MTBE by EPA <br /> Method 8015MJ8020 or 8260B) <br /> 0854 4 <br />
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