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ARCHIVED REPORTS XR0009280
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0544690
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ARCHIVED REPORTS XR0009280
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Last modified
7/24/2019 1:13:55 PM
Creation date
7/24/2019 11:53:28 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009280
RECORD_ID
PR0544690
PE
3528
FACILITY_ID
FA0005839
FACILITY_NAME
CASTLE AUTOMOTIVE REPAIR INC.
STREET_NUMBER
2315
Direction
N
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95204
APN
12510017
CURRENT_STATUS
02
SITE_LOCATION
2315 N EL DORADO ST
P_LOCATION
01
P_DISTRICT
002
QC Status
Approved
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Geologeeal Tetlutus 14C Page 3 <br />' Additional Site Characterization Work Plan <br /> Project No 724 2 <br /> June 27,2002 <br /> Iborings were installed, one soil sample and five water samples were obtained The analyses <br /> of these groundwater samples indicated that the groundwater plume extended off site to the <br />' northeast in boring SP-1, to the north in boring SP-6, and to the northwest in borings SP- <br /> 5A A groundwater sample from up gradient location SP-4 did not contain detectable <br /> contaminants The lack of data from off site locations limits the accuracy of a site <br />' conceptual model to the data available from on site The historical soil and groundwater <br /> data are included in Appendix B <br /> The locations of the site borings are illustrated in Figure 3 This figure also indicates the <br /> lateral extent of the groundwater plume as confirmed by the groundwater data compiled to <br /> date In Figure 3, the model presented shows a groundwater plume sourced by <br /> contamination evident in eight on site wells The plume is depicted as extending to the <br /> north, northeast and east of the site in the predominant down gradient groundwater <br /> direction The historical groundwater gradients are included in Figure 4 Groundwater <br />' Gradient Rose Diagram The plume is shown as extending to the location of boring SP-1 <br /> This is the only data point available on which to base this conclusion The extent is then <br /> projected north, northeast, east and southeast to conform to the projected travel path as <br /> suggested by the dominant gradients included in Figure 4 <br /> The site geology is presented in two cross section diagrams Figures 5 & 6 (see Figure 2 for <br /> section locations) The site exhibits a primarily clayey geology with clayey sands, silts and <br /> gravel layers occurring less frequently Figures 5A & 6A are cross section diagrams with <br />' soil contaminant concentrations indicated next to the bonngs The groundwater TPH-G <br /> concentrations from the June 2002 quarterly monitoring event are also depicted next to the <br /> screened intervals of the wells In these diagrams, a soil plume is shown in the vicinity of <br /> the former dispenser island (near borings SB-101, MW-101 and MW-201) The <br /> groundwater plume is depicted as extending across the site as evidenced in the site wells <br /> The vertical extent is depicted from the historical water table depths to a depth of <br /> approximately 110 feet bgs This is regarded as the bottom of the groundwater plume <br /> because a soil sample from MW-201 at this depth was non-detect for all analytes <br /> Contamination has been detected in well MW-201 that is screened from 148 — 150 5 feet <br /> bgs GTI believes that this contamination may be an artifact from drilling of the well by <br /> mud rotary in October 2001 and not representative of actual groundwater conditions This <br /> conclusion is supported by the fact that the vertical profile of the soil column includes <br />' several clay units that would serve to inhibit the vertical migration of contamination In <br /> addition, the groundwater samples from MW-201 have displayed a reduction in <br /> concentrations for the three events in which the well was sampled The analytical data from <br /> well MW-201 is summarized in the following table <br />
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