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ARCHIVED REPORTS_XR0007148
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545771
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ARCHIVED REPORTS_XR0007148
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Last modified
10/8/2020 10:23:15 PM
Creation date
6/9/2020 2:53:40 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007148
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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18 DISPOSITION OF WASTEWATER <br /> The 70 gallons of wastewater that were generated from purging of the monitor wells and <br /> decontamination of the purging and sampling equipment were transported via a non <br /> hazardous waste manifest to Instrat, Inc , a licensed recycling facility <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 four on-site monitor wells on March 8, 2005 The <br /> groundwater elevation has increased by an average of 1 6 feet since the previous <br /> quarterly monitoring round on December 6, 2004 The flow direction is to the <br /> East/Southeast The overall gradient is 0 002 feet/linear foot <br /> The groundwater elevation data from the monitor wells associated with 1201 South <br /> Center were not used to determine groundwater gradient and flow direction for 1211 <br /> South Turnpike because of unresolved differences in the elevation datum points used by <br /> the licensed land surveyors for the two sites <br /> RESULTS OF CERTIFIED ANALYSIS OF GROUNDWATER SAMPLES <br /> The results of the certified analyses of groundwater samples collected from the four <br /> monitor wells on March 8, 2004 are shown in Table 1 Copies of the laboratory reports <br /> are included as Appendix C of this report <br /> TPH-G concentrations in MWl-MW3 ranged from a maximum of 1,700 ug/I at monitor <br /> well MWI to 760 ug/1 at monitor well MW2 TPH-G was not detected in monitor well <br /> MW-9A that is located approximately 60 feet east of MW3 and associated with the <br /> neighboring property at 1201 S Center (see Figure 5) Monitor well MW4, completed in <br /> a lower aquifer, showed a TPH-G concentration of 180 ug/1 <br /> Benzene concentrations in MWI-MW3 ranged from a maximum of 640 ug/1 at MW3 to <br /> 230 ug/1 at MW2 Monitor well MW4 showed a Benzene concentration of<0 5 ug/1 <br /> MTBE concentrations in MWI-MW3 ranged from a maximum of 8 8 ug/1 at MW3 to 1 5 <br /> ug/l at MW2 MTBE was not detected above 0 5 ug/I in MW4 <br /> TBA was not detected in any of the four monitor wells above the laboratory limits that <br /> ranged between 5 0 and 10 ug/L The remaining fuel oxygenants, ETBE, DIPE, and <br /> TAME were not found above the laboratory detection limits of 0 5 to 1 0 ug/L in any of <br /> the four monitor wells <br /> The lead scavengers 1,2 Dichloroethane (DCA) and 1,2 Dibromoethane (DBA or EDB) <br /> were not found in any of the monitor wells above the laboratory detection limits that <br /> ranged between 0 5 and 1 0 ug/L <br /> 3 Arc Pump QM 1-3, 2005 <br />
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