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PR0506203
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SITE HISTORY
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Last modified
3/31/2020 2:55:11 PM
Creation date
3/31/2020 2:25:40 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
SITE HISTORY
RECORD_ID
PR0506203
PE
2960
FACILITY_ID
FA0007271
FACILITY_NAME
LINCOLN CNTR ENV REMEDIATION TRUST
STREET_NUMBER
0
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
CURRENT_STATUS
01
SITE_LOCATION
PACIFIC AVE
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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Levine-Fricke-Recon • -, DRAft c <br /> 3.3 Groundwater Elevation Data and Analytical Results <br /> 3.3.1 Groundwater Elevations <br /> As described in Sections 2.2.5 and 2.2.6 of the RI/FS Work Plan, Stockton is located <br /> west of the axis of a structural trough that controls the regional hydrology. The <br /> regional direction of groundwater flow in the Study Area is generally toward the east <br /> (Figure 8). <br /> 3.3.1.1 Domestic Wells <br /> Groundwater elevation data were not available for domestic wells identified in the <br /> Study Area. <br /> 3.3.1.2 Municipal Supply Wells <br /> Groundwater elevation data were not obtained for municipal supply wells located in the <br /> Study Area. As discussed in Section 3.2.2, the screened intervals for these wells vary <br /> from approximately 150 to 600 feet bgs. Given the variable screen intervals for these <br /> wells, and the potential for water levels measured in these wells to be affected by <br /> pumping, groundwater elevation data were not evaluated for these wells. <br /> 3.3.1.3 Monitoring Wells <br /> Groundwater elevation data collected from Chevron and Exxon monitoring wells were <br /> evaluated to determine if they would provide useful data to supplement the Site data. <br /> The top-of-casing elevations and locations of all existing Chevron monitoring wells <br /> have been surveyed to the same datum (mean sea level) as existing Site monitoring <br /> wells. Groundwater elevations reported by Chevron's consultants indicate a <br /> groundwater flow direction generally to the east. Review of concurrent water level <br /> measurements collected from both Chevron and existing Site monitoring wells <br /> indicates that both sets of wells reflect very similar patterns of groundwater flow <br /> (Gettler-Ryan, Inc. 1995; LFR 1996b). This similarity remains consistent when <br /> comparing seasonal groundwater level fluctuations observed in the Chevron monitoring <br /> wells (Appendix C) to those observed in existing Site monitoring wells. <br /> The top-of-casing elevations of all existing Exxon monitoring wells were surveyed to <br /> the same datum as existing Site monitoring wells in 1992. Groundwater elevations <br /> reported for the Exxon site show a generally eastward flow direction (WEGE 1995). <br /> However, comparison of the recorded pattern of seasonal water level fluctuations <br /> observed in the Exxon monitoring wells to those observed in both Chevron and <br /> existing Site monitoring wells indicates that groundwater levels fluctuate substantially <br /> in the Exxon wells. Groundwater levels in several monitoring wells at Exxon have <br /> varied up to 5 feet within a month. The groundwater levels in the Exxon monitoring <br /> Page 12 411IWELL.AMPAM1 <br />
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