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ARCHIVED REPORTS_XR0007103
EnvironmentalHealth
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TURNPIKE
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3500 - Local Oversight Program
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PR0545771
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ARCHIVED REPORTS_XR0007103
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Last modified
10/8/2020 10:25:09 PM
Creation date
6/9/2020 2:49:49 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007103
RECORD_ID
PR0545771
PE
3528
FACILITY_ID
FA0009390
FACILITY_NAME
R&B AUTO REPAIR
STREET_NUMBER
1211
Direction
S
STREET_NAME
TURNPIKE
STREET_TYPE
RD
City
STOCKTON
Zip
95206
APN
147-160-05
CURRENT_STATUS
02
SITE_LOCATION
1211 S TURNPIKE RD
QC Status
Approved
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LSauers
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EHD - Public
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The groundwater in the vicinity of the site is unconfined Groundwater elevation at the <br /> site varies from a wet year high of 25 feet bgs to at least 50 feet bgs during the previous <br /> drought period Groundwater flow direction at the site has generally been to the east <br /> QUARTERLY GROUNDWATER MONITORING 9130198 <br /> WEGE and Lawrence Tank Testing (LTT) collected quarterly groundwater samples from <br /> the three monitor wells at the site on September 30, 1998 See Appendix A for QA/QC, <br /> details, methods, procedures, abbreviations, and acronyms used in sampling and analysis <br /> DEPTH TO WATER MEASUREMENTS <br /> WEGE measured depth to water in all wells on September 30, 1998 The measurements <br /> were made from the surveyed elevation datum at the top of casing at each well using an <br /> electrical air/water interface probe (Table 1) No free product or product sheen was <br /> observed in any of the monitor wells <br /> COLLECTION AND CERTIFIED ANALYSIS OF GROUNDWATER SAMPLES <br /> Following depth to water measurements, Lawrence Tank Testing (LTT) purged three <br /> well volumes of water from each well using a truck mounted vacuum lift pump and <br /> dedicated one inch diameter PVC tubing The purged wastewater was temporarily <br /> contained on-site in labeled 55 gallon DOT approved drums Evergreen Environmental <br /> Services transported this wastewater to their recycling center under a non-hazardous <br /> manifest on October 14, 1998 (see Appendix D) <br /> After purging, the wells were allowed to recover to at least 80% of their original well <br /> volumes A groundwater sample was then collected from each well with a disposable <br /> polyethylene bailer and decanted with no head space into two 40 ml VOA vials <br /> containing 0 5 ml HCL acid as a preservative <br /> The samples were delivered with accompanying chain of custody documentation to North <br /> State Environmental Laboratories (DHS Certification 41753) The certified laboratory <br /> analyzed the water samples from each monitor well for concentrations of TPH-G, BTEX, <br /> and MTBE (see Appendix A for methods) <br /> GROUNDWATER GRADIENT AND FLOW DIRECTION <br /> Figure 4 shows the groundwater elevation gradient and flow direction determined from <br /> depth to water measurements at the three on-site monitor wells on September 30, 1998 <br /> The groundwater elevation has increased by an average of 0 1 feet at the three monitor <br /> wells since the previous quarterly monitoring round on May 18, 1998 The flow direction <br /> is to the north-northeast The overall gradient is 0 03feet/linear foot <br /> 2 Are Pump QM 7-9 1998 <br />
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