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ARCHIVED REPORTS_1ST QUARTER 2008 SITE STATUS REMEDIAL SUMMARY AND GROUNDWATER MONITORING REPORT
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ARCHIVED REPORTS_1ST QUARTER 2008 SITE STATUS REMEDIAL SUMMARY AND GROUNDWATER MONITORING REPORT
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Last modified
6/24/2020 7:03:37 PM
Creation date
6/24/2020 2:19:48 PM
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EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
1ST QUARTER 2008 SITE STATUS REMEDIAL SUMMARY AND GROUNDWATER MONITORING REPORT
RECORD_ID
PR0519031
PE
2960
FACILITY_ID
FA0014239
FACILITY_NAME
PARCEL 2A - TIDEWATER STOCKTON
STREET_NUMBER
666
STREET_NAME
WEBER
STREET_TYPE
AVE
City
STOCKTON
Zip
95670
APN
13737002
CURRENT_STATUS
01
SITE_LOCATION
666 WEBER AVE
QC Status
Approved
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S E C O R <br /> • Validation issues with report number 60774: <br /> Values reported for p,m-xylene that are below the MRL should be considered estimates. Values <br /> for p,m-xylene are reported to the lower CRDL of 0.50µg/L. <br /> The method reporting limit for TPHd was increased due to interference from gasoline range <br /> hydrocarbons for samples MW-4 and QCDUP-4. <br /> The method reporting limit for chloromethane was increased due to the presence of an <br /> interfering compound for sample QCDUP-4. <br /> Surrogate 2,4,5-tribromophenol was out of QC limits for percent recovery in sample MW-20. All <br /> other surrogates were in range. SVOCs were not detected in sample MW-20. The surrogate is <br /> not anticipated to be an issue with reported values for this sample. <br /> 4.4 First Quarter 2008 Deeper Groundwater Results <br /> 4.4.1 Deep Zone (B, C, and D-Zone) Groundwater Gradient <br /> B-Zone groundwater elevations at the Site ranged from 8.63 feet below MSL in well MW-53 to <br /> 0.05 foot above MSL in well MW-44 (Table 3 and Figure 10). Groundwater flow during the first <br /> quarter 2008 in deeper groundwater is generally to the northeast. The highest B-Zone <br /> groundwater elevation (0.05 foot above MSL) was reported in well MW-44, located in the <br /> southwest portion of the Site west of Mormon Slough. Calculated hydraulic gradients for the <br /> • B-Zone data collected during the first quarter were 0.011 ft/ft to the north/northwest in the <br /> northwestern portion of the site, 0.011 ft/ft to the northeast in the southeastern portion of the <br /> site, and 0.016 ft/ftto the east/northeast in the central portion of the site (Figure 10). The overall <br /> historic trend of the B-Zone gradient is to the east-northeast. Historical groundwater flow <br /> direction and gradient data are summarized in Table 8, and vertical gradients summarized in <br /> Table 9. The B-Zone groundwater elevation contour map for the January 21, 2008 monitoring <br /> event is included as Figure 10. <br /> Groundwater elevations in the C- and D-Zones were 8.81 feet (MW-54) and 8.92 feet below <br /> MSL (MW-55), respectively. <br /> 4.4.2 Deep Zone Groundwater Quality Data <br /> During the first quarter 2008, groundwater samples were collected from 14 deep zone wells <br /> between January 21 and 25, 2008 (Table 1). Groundwater analytical results are presented in <br /> Tables 4 through 7, and summarized below. TPHg, TPHd, TPHo, benzene, MtBE, and TBA <br /> isoconcentration contour maps are included as Figures 11 through 16, respectively. <br /> Groundwater analytical data for the C-Zone and D-Zone are shown on Figure 17. The certified <br /> laboratory analytical reports for the groundwater sampling event conducted for the L&M OU are <br /> included in Appendix C. <br /> 4.4.2.1 SPH <br /> During the first quarter 2008, measurable SPH or SPH-sheen was observed in nine wells. SPH <br /> • thicknesses for deep zone wells are summarized below. <br /> 1 Q08QSSRQRSRQMR.Final.doc 16 April 30,2008 _ <br /> 77TW.26397.42.1307 <br />
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