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ARCHIVED REPORTS_3RD QUARTER 2010 SITE STATUS REMEDIAL SUMMARY AND GROUNDWATER MONITORING REPORT
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ARCHIVED REPORTS_3RD QUARTER 2010 SITE STATUS REMEDIAL SUMMARY AND GROUNDWATER MONITORING REPORT
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Last modified
6/25/2020 5:01:40 AM
Creation date
6/24/2020 2:26:02 PM
Metadata
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EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
3RD QUARTER 2010 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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EHD - Public
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stantec <br /> t L & M OPERABLE UNIT-THIRD QUARTER 2010 SITE STATUS, REMEDIAL SUMMARY, <br /> AND GROUNDWATER MONITORING REPORT <br /> Groundwater Monitoring and Sampling <br /> ' October 27, 2010 <br /> Validation issues with report number 73872: <br /> ' Matrix Spike and MSD results associated with samples MW-54 and MW-65 for the analyte <br /> MtBE were outside of the stated QC limits. This may indicate a possible bias for the reporting <br /> ' accuracy. The RPD values are within range indicating precision in reporting. The LCS <br /> recoveries were within QC limits indicating accuracy in reporting. Therefore, the reported <br /> values are considered valid. <br /> ' 2.6 THIRD QUARTER 2010 D-ZONE GROUNDWATER RESULTS <br /> ' 2.6.1 D-Zone Groundwater Gradient Data <br /> D-Zone groundwater elevations at the Site ranged from 7.37 ft below MSL in well MW-71 to <br /> ' 7.02 ft below MSL in well MW-72 (Table 3 and Figure 24). Groundwater flow direction during <br /> the third quarter 2010 was observed in two sections of the site (northeast and northwest). Along <br /> the northeastern portion of the site, groundwater flow direction was to the northeast with an <br /> approximate hydraulic gradient of 0.0009 ft/ft. In the northwest portion of the site, groundwater <br /> flow direction was to the northwest with an approximate hydraulic gradient of 0.0003 ft/ft <br /> (Figure 24). The highest D-Zone groundwater elevation (7.02 ft below MSL) was reported in <br /> well MW-72, located in the southeast corner of the L&M OU site behind the remediation system. <br /> Historical groundwater flow direction and gradient data are summarized in Table 8, and vertical <br /> gradients summarized in Table 9. The D-Zone groundwater elevation contour map for the July <br /> ' 19, 2010 monitoring event is included as Figure 24. <br /> 2.6.2 D-Zone Groundwater Quality Data <br /> ' During the third quarter 2010, groundwater samples were collected from eight D-Zone wells <br /> between July 19 and 22, 2010 (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 25 through 30, respectively. The <br /> certified laboratory analytical reports for the groundwater sampling event conducted for the L&M <br /> tOU are included in Appendix C. <br /> 2.6.2.1 Separate Phase Hydrocarbons <br /> ' During the third quarter 2010, measurable SPH or SPH-sheen was not observed in any D-Zone <br /> wells. <br /> h ide ateATWStoWon(Parcel 2A{1415)\Repons\QMRT010ZQ10\3Q10QSSRQRSRQMRSIockbn_FINALtloc 2.15 <br />
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