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ARCHIVED REPORTS_XR0006728
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2900 - Site Mitigation Program
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ARCHIVED REPORTS_XR0006728
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Last modified
5/5/2020 10:33:40 AM
Creation date
5/5/2020 9:48:14 AM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006728
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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Third Quarter(2003 Annual Event)Groundwater Monitoring Report <br /> Canepa s Car Wash,Pacific Avenue,Stockton,CA <br /> Page 3 <br /> GROUNDWATER ELEVATIONS AND GRADIENT <br /> Groundwater elevation contours estimated for the shallow monitor wells (MW-1 through MW-7 and <br /> MW-9 through MW-11) on July 25, 2003, Indicate that the groundwater gradient is to the east and is <br /> generally consistent with previously estimated groundwater gradients (Figure 2, attached) Monitor well <br /> MW-12D was not used in groundwater elevation contouring due to the well's deep screen Interval An <br /> estimated groundwater gradient of 0036 ft/ft towards the northeast was measured using water level data <br /> from monitor wells MW-9 and MW-10 The average depth to groundwater measured in the 11 monitor <br /> wells at the site increased by approximately 1 10 feet since April 17, 2003 A hydrograph of historic <br /> groundwater elevations is attached as Figure 3 It should be noted that the top of the well screens for <br /> shallow monitor wells MW-1 through MW-7 were below the water table, consistent with much of the <br /> monitoring history at the site <br /> Table 2 <br /> Groundwater Elevation Data (July 25, 2003) <br /> Well Casing Well Collar Depth to Groundwater <br /> WELL Screen Elevation Water Elevation <br /> Interval <br /> feet-b s (feet) (feet) (feet) <br /> MW-1 50-70 1548 3678 -21 30 <br /> MW-2 50-70 1529 3646 -21 17 <br /> MW-3 50-70 1553 37 19 -21 66 <br /> MW-4 50-70 15 83 3730 -21 47 <br /> MW-5 5070 1471 3633 -21 62 <br /> MW-6 45-65 1489 3575 -2086 <br /> MW-7 45-65 1580 3690 -21 10 <br /> MW-9 2545 1484 3650 -21 66 <br /> MW-10 25-45 1472 3557 -2095 <br /> MW-11 25-45 1512 3614 -2102 <br /> MW-12D 100-1 l0 14 99 3639 21 40 <br /> LABORATORY ANALYTICAL RESULTS <br /> The groundwater samples collected from the monitor wells and SV-4 were analyzed for TPH-G by <br /> Method 8015M and BTEX and selected gasoline oxygenates/additives by EPA Method 8260B by <br /> Excelchem Laboratories, Inc of Roseville, California (Excelchem) The selected oxygenates/additives <br /> included methyl tert butyl ether (MTBE), ethanol, tertiary-butanol (TBA), di-isopropyl ether (DIPE), <br /> ethyl-tent butyl ether (ETBE), tert-amyl methyl ether (TAME), 1,2-dichloroethane (1,2-DCA), and 1,2- <br /> dibromoethane (EDB) <br /> The current groundwater sample analytical results presented in Table 3, on the following page, are <br /> generally consistent with the historical results (Attachment C) although the limited amount of full <br /> gasoline oxygenate analyses (three recent monitoring events) makes historical comparison difficult For <br /> the first time in the monitoring history of deep monitor well MW-12D, none of the contaminants of <br /> concern were detected at or above the laboratory reported detection limits TBA and TAME were detected <br /> in the sample collected from MW-3 for the first time (1 10 and 1 3 tig/L, respectively) The concentration <br /> of MTBE detected in the groundwater sample collected from MW-3 is consistent with an increasing trend <br /> for that contaminant in that well (Figure 6, Attachment A) Benzene and MTBE iso-concentration contour <br /> • maps are included as Figures 4 and 5, respectively, in Attachment A Laboratory certificates of analyses <br /> and chain of custody record are included in Attachment E <br /> �'� CONDOR <br />
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