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ARCHIVED REPORTS_GROUNDWATER MONITORING AND REMEDIATION REPORT - 3RD AND 4TH QUARTERS 2010
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ARCHIVED REPORTS_GROUNDWATER MONITORING AND REMEDIATION REPORT - 3RD AND 4TH QUARTERS 2010
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Last modified
3/30/2020 2:10:34 PM
Creation date
3/30/2020 1:50:55 PM
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EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
GROUNDWATER MONITORING AND REMEDIATION REPORT - 3RD AND 4TH QUARTERS 2010
RECORD_ID
PR0009241
PE
2960
FACILITY_ID
FA0004015
FACILITY_NAME
SHELL OIL (STOCKTON PLANT)
STREET_NUMBER
3515
STREET_NAME
NAVY
STREET_TYPE
DR
City
STOCKTON
Zip
95206
APN
16203002
CURRENT_STATUS
01
SITE_LOCATION
3515 NAVY DR
P_LOCATION
01
P_DISTRICT
003
QC Status
Approved
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3.1 GROUNDWATER ELEVATIONS AND FLOW DIRECTIONS <br /> The groundwater contour maps for the third and fourth quarters of 2010 are presented <br /> as Figures 2 and 3, respectively. The groundwater flow directions and hydraulic <br /> gradients near the truck loading rack and well MW-10 are presented on Table 4. <br /> During the third quarter, the highest groundwater elevation was -0.52 feet relative to <br /> mean sea level (ft msl) measured in well MW-19, and the lowest groundwater elevation <br /> was -5.02 ft msl measured in well MW-1. The groundwater flow direction was <br /> influenced by extraction well MW-1, near the truck loading rack. Hydraulic gradients <br /> were variable. The predominant groundwater flow direction was southwesterly. <br /> During the fourth quarter, the highest groundwater elevation was -0.22 ft msl measured <br /> in well MW-19, and the lowest groundwater elevation was -4.71 ft msl measured in well <br /> MW-1. The groundwater flow direction was influenced by extraction well MW-1, near <br /> the truck loading rack. Hydraulic gradients were variable. The predominant <br /> groundwater flow direction was southwesterly. <br /> 3.2 VERTICAL GRADIENTS <br /> CRA calculated vertical gradients using groundwater elevation data collected from well <br /> pair MW-26, screened from 5 to 29.5 feet below grade (fbg), and DW-2, screened from 55 <br /> to 60 fbg. The gradient calculations are presented in Table 5. The vertical hydraulic <br /> gradients were downward during both quarters. <br /> 3.3 SPHS <br /> SPHs have historically been measured in nine wells: MW-1, MW-10, MW-11, MW-13, <br /> MW-15, MW-16, MW-17, MW-22, and MW-24. No SPHs were observed in the <br /> monitoring wells during the second half of 2010. Historical measurable SPH values are <br /> presented in Blaine's report(Appendix A). <br /> 3.4 ISOCONCENTRATION MAPS <br /> Because most of the wells were sampled during the third quarter 2010, CRA used that <br /> groundwater monitoring data to prepare the isoconcentration maps. The following <br /> constituents of concern were contoured and are shown on Figures 4 through 8, <br /> 241729(28) 3 CONESTOGA-ROVERS&ASSOCIATES <br />
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