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ARCHIVED REPORTS XR0001048
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3500 - Local Oversight Program
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PR0544230
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ARCHIVED REPORTS XR0001048
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Last modified
3/5/2019 8:39:19 PM
Creation date
3/5/2019 3:55:20 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001048
RECORD_ID
PR0544230
PE
3528
FACILITY_ID
FA0003829
FACILITY_NAME
VANCO TRUCK-AUTO PLAZA
STREET_NUMBER
1033
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16323041
CURRENT_STATUS
02
SITE_LOCATION
1033 W CHARTER WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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I <br /> 18 November 2005 <br /> • AGE-NC Project No 02-0962 <br />' Page 6 of 7 <br /> No additional analytes were detected In the ground water'samples collected on 01 September 2005 <br />' Analytical results of ground water samples are summarized in Table 3 The laboratory report(CTEL <br /> Protect No CT214-0509014), QA/QC reports, and chain of custody form are included in <br /> L Appendix H " m r _ ._ ^ <br /> 1 <br />' 35 GEOTRACKER CONFIRMATIONS <br /> Documents confirming the upload of laboratory electronic deliverable format(EDF)files and depth <br /> to water measurements to GeoTracker are included In Appendix I,, <br /> s <br /> 4.0. SUMMARY AND CONCLUSIONS <br /> r <br /> Based upon data collected during this monitoring event, AGE concludes the following <br /> 1 • In general, brown clayey silt was encountered from surface grade to between 20 feet and 25 <br /> feet bsg, characteristically, the material had low plasticity and toughness Brown to gray, <br /> moist to saturated,poorly graded sandy silt and silty sand was encountered below the clayey <br /> silt to a depth of approximately 30 feet bsg A layer of brown clayey silt and gray clay was <br /> encountered in boring MW-5 between 25 feet and 30 feet bsg At 35 feet bsg,the total depth <br /> of the borings, gray, fine-grained, poorly graded micaceous sand was encountered <br /> • TPH-g was detected in the soil samples collected from boring MW-4 at 15 feet and 35 feet <br />' bsg (MW4-15 and MW4-35, respectively) at concentrations of 46 mg/kg and 230 mg/kg, <br /> respectively, TPH-g was detected In soil samples MW6-30 and MW6-35 at concentrations <br /> of 34 mg/kg and 38 mg/kg, respectively TPH-d was detected in soil samples MW4-15, <br />' MW4-20, MW4-35, MW6-30, and MW6-35 at a maximum concentration of 2,600 mg/kg <br /> in sample MW4-15 MTBE was detected In samples MW4-20 and MW4-25 at <br /> concentrations of 0 016 mg/kg and 0 017 mg/kg, respectively <br /> • During the September 2005 ground water monitoring event, depths to ground water ranged <br /> from=19 63 feet to 19 88 feet below the tops of the well casings Ground water elevation at <br /> the site averaged approximately 7 79 feet below MSL,indicating a decrease In ground water <br /> elevation of 146 feet since the last ground water monitoring event in May 2005 <br /> I <br /> ` Ori 01 September 2005, ground water was inferred to be flowing radially outward from a <br /> ground,water mound centered over well MW-6 under 'a uniform hydraulic gradient of ; <br /> approximately 0 001 ft/ft <br />' • TPH-g and MTBE were detected in the ground water sample collected from well MW-4 at <br /> equivalent concentrations of 120 µg/l (Table 3), since MTBE is included in CTEL's TPH-g <br /> Advanced GeoEnvironmentsl,Inc <br /> I <br />
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