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ARCHIVED REPORTS_XR0007106
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3500 - Local Oversight Program
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PR0545771
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ARCHIVED REPORTS_XR0007106
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Last modified
10/8/2020 10:24:52 PM
Creation date
6/9/2020 2:50:19 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007106
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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EHD - Public
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QUARTERLY GROUNDWATER MONITORING MARCH 10 1998 <br /> WEGE and Lawrence Tank Testing (LTT) collected quarterly groundwater samples from the three <br /> monitor wells at the site on March 10, 1998 See Appendix A for QA/QC, details, methods, <br /> procedures, abbreviations, and acronyms used in sampling and analysis <br /> DEPTH TO WATER MEASUREMENTS <br /> WEGE measured depth to water at all wells on March 10, 1998 The measurements were made <br /> from the surveyed elevation at the top of casing at each well using an electrical air/water interface <br /> probe (Table 1) No free product or product sheen was 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 well volumes <br /> of water from each well using a truck mounted vacuum lift pump and dedicated one inch diameter <br /> PVC tubing The purged wastewater was temporarily contained on-site in labeled 55 gallon DOT <br /> approved drums Evergreen Environmental Services transported this wastewater to their recycling <br /> center under a non-hazardous manifest on April 3, 1998 (see Appendix D) <br /> After purging, the wells were allowed to recover to at least 80% of their original well volumes A <br /> groundwater sample was then collected from each well with a disposable polyethylene bailer and <br /> decanted with no head space into four 40 ml VOA vials containing 0 5 ml HCL acid as a <br /> preservative <br /> The samples were delivered with accompanying chain of custody documentation to Amencan <br /> Environmental Network (DHS Certification 41172) The certified laboratory analyzed the water <br /> samples from each monitor well for concentrations of TPH-G, BTEX, and the oxygenants TBA, <br /> DIPS, ETBE, TAME, 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 depth to <br /> water measurements at the three on-site monitor wells on March 10, 1998 The groundwater <br /> elevation has increased by an average of 4 27 feet at the three monitor wells since the previous <br /> quarterly monitoring round on September 4, 1997 The flow direction is to the east The overall <br /> gradient is 0 003 feet/linear foot <br /> RESULTS OF CERTIFIED ANALYSIS OF GROUNDWATER SAMPLES <br /> The results of the certified analyses of groundwater samples collected from the three monitor wells <br /> on March 10, 1998 are shown in Table I Copies of the laboratory reports are included as <br /> Appendix C of this report <br /> TPH-G concentrations ranged from a maximum of 4,400 ug/l at the downgradient monitor well <br /> MW2 to 2, 400 ug/l at the upgradient monitor well MW1 <br /> Benzene concentrations ranged from a maximum of 1300 ug/l at MW2 to 740 ug/l at MWI <br /> MTBE concentrations ranged from a maximum of 7 ugll in MW3 to less than laboratory detection <br /> limits of 30 ug/l in the remaining two monitor wells The remaining four oxygenants did not show <br /> concentrations above laboratory detection limits in any of the three samples from the monitor wells <br /> 2 ARC- QM 3-98 <br />
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