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ARCHIVED REPORTS_XR0006757
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ARCHIVED REPORTS_XR0006757
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Last modified
5/5/2020 10:38:42 AM
Creation date
5/5/2020 9:56:57 AM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006757
RECORD_ID
PR0543479
PE
2960
FACILITY_ID
FA0024679
FACILITY_NAME
CANEPA'S CAR WASH
STREET_NUMBER
6230
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95204
APN
081360030
CURRENT_STATUS
01
SITE_LOCATION
6230 PACIFIC AVE
P_LOCATION
01
QC Status
Approved
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QUARTERLY MONITORING REPORT AUGUST 1996 <br /> CANEPA'S CAR WASH <br /> 6230 Pacific Avenue Stockton CA <br />' September 11 1996 <br /> lower than in previous monitoring events This cannot necessarily be attributed to natural attenuation <br />' because the water level in the all of the wells was above the top of the well screens Monitor wells <br /> MW-3, MW-4, MW-5, and MW-8 did not have a detection of TPH-G or BTEX at or above the <br /> laboratory reported detection limits This is the first time a sample from each of those wells has not <br /> had a detection of either TPH-G or BTEX (or both) Because the August, 1996, groundwater <br />' sampling was the first event that MTBE was analyzed for and the first time that SV-7 was sampled, <br /> historical comparison for MTBE at the site and for SV-7 is not possible The historical groundwater <br /> analytical data for the site are presented in Table A, Appendix B <br /> Floating product was not observed in any of the wells during the August, 1996, quarterly <br />' sampling Gasoline odors were noted in MW-1, MW-2, MW-6, and SV-7 Floating product has not <br /> been reported in previous groundwater monitoring from June, 1994, through June, 1995 <br /> ISince the June, 1995, quarterly monitoring, the elevation of the water table has increased <br /> approximately 5 feet During the past two (2) years, the depth to groundwater at the site has ranged <br /> from approximately 51 feet to 44 feet bgs The groundwater elevation contour map (Figure 3, <br /> Appendix A) indicates groundwater mounding in the center of the site around MW-1 This is <br /> generally consistent with previous monitoring results Attempts have been made in previous <br /> monitoring reports to explain this apparent local recharge with a potentially leaky sewer line <br /> Hydrographs of monitor wells MW-1 through MW-8, presented in Figure 4, Appendix A, illustrate the <br /> fluctuation of the groundwater table Historical groundwater measurements are provided in the <br /> Iaccompanying Hydrograph Table <br /> The next quarterly monitoring event Is scheduled for November, 1996 If you need additional <br /> information or have any questions, please contact us at (209) 668-9234 <br /> Respectfully submitted <br /> Condor Earth Technologies, Inc <br /> Ftn <br /> No 51592 � <br /> � Exp 6-30-98 � <br /> Donald F Kresse Robert J Job, P E <br /> California Registered California RegisteredCIV4L <br /> Geologist #6430 Professional Engineer, Civil <br /> #51592 <br /> CANS QT 96 <br /> Page -5- <br /> ItJ CONDOR <br />
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