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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
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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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Geologtcal Techmcs lite Page 4 <br /> 1 Additional Site Characterization Work Plan <br /> • Protect No 724 2 <br /> June 27,2002 <br /> Date Benzene Toluene Ethyl Total TPH MTBE <br /> I ug/L uglL Benzene Xylenes Gasoline ug/L <br /> uglL ug/L ug/L <br /> ' 12/11/01 13 8 85 5 247 165 1,140 (NDC 5) <br /> 02/27/02 1 1 5 0.8 16 ..233 (ND<5) <br /> 06/06/02 IND<03 , ND<031 0 3 5 ND<50 24 <br /> IMTBE values reported in (parentheses) were performed by EPA method 8260 <br /> ' GTI proposes to install additional monitoring wells at the site to define the vertical & lateral <br /> extent of the groundwater plume both on and off site See Figuies 2 & 3 for the locations of <br /> the proposed wells <br /> ' 2.2 Vertical Definition <br /> A single well, MW-301, is proposed for vertical plume definition in the location of the <br /> former dispenser island The well will be advanced beyond 155 feet bgs, the maximum <br /> depth explored in the investigation to date The well will be constructed in a fashion to <br /> M minimize the possibility of cross contamination To accomplish this, a conductor casing <br /> will be used, as with boring MW-201, which will extend to the depth of the lowest detected <br /> contamination (130 feet) The complete well details will be discussed in Section 2 4 3 <br /> below <br /> 23 Lateral Definition <br /> The installation of six sets of shallow/intermediate/deep wells will enable the site <br /> conceptual model to be refined to show the limits of the plume See Figure 3 for the <br /> locations of proposed well sets MW-7/-1071-207, MW-8/-108/-208, MW-9/-109/-209, <br /> MW-10/-110/-210, MW-11/-111/-211, and MW-12/-112/-212 The installation of these <br /> ' wells will establish the lateral extent of the plume and the need for additional investigation <br /> and remediation can be evaluated based on this data <br /> ' The well sets will have screened intervals to define the lateral and vertical profile of the <br /> aquifer Three wells per set are chosen because a water table well is necessary to evaluate <br /> the current level of groundwater Intermediate wells will be required to monitor the <br /> ' submerged screened levels of existing wells MW-1 through MW-3 These wells were <br /> installed when the groundwater levels were approximately thirty feet deeper than today <br /> The deep well of each set will be used to define the non-detect point of the bottom of the <br /> ' plume The screened interval of these wells will be installed into course-grained units, refer <br /> to Figure 5 & 6 For best results of contaminant evaluation, we plan on the intermediate <br /> depth well to be installed in the sandy unit at a depth of approximately 70 feet bgs <br />
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