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ARCHIVED REPORTS XR0009290
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2900 - Site Mitigation Program
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PR0544690
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ARCHIVED REPORTS XR0009290
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Last modified
7/24/2019 1:17:36 PM
Creation date
7/24/2019 11:58:49 AM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009290
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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Geological Tec)uIks t1w Page 9 <br /> Groundwater Monitoring Report <br /> Project No 723 2 <br /> October 25,2005 <br /> ' ❑ Figure 12 illustrates TPH-G and Benzene concentrations versus elevation in deep well <br /> MW-101, which hes near the core of the plume The TPH-G and benzene concentrations <br /> ' have displayed a decreasing trend, although a slight increasing trend is evident for the <br /> past year The steep decline in the initial concentrations suggests that the contaminants <br /> detected in the well were initially a drilling artifact <br /> ' ❑ Figures 10 — 12 also show the seasonal decline in groundwater elevation following the <br /> large spring increase in groundwater elevation <br /> ❑ Oxidation-Reduction Potential (ORP) and Dissolved Oxygen (DO) measurements (Table <br /> ' 7) show that most of the wells monitored are screened in areas of the groundwater plume <br /> that are affected by the biodegradation reactions occurring within the plume The low to <br /> highly negative ORP values indicate that the wells are within the halo of reaction <br /> ' depleted water caused by biodegradation of the contaminants The low DO values of the <br /> wells also reflected this condition <br /> 3.4 CONCLUSIONS & RECOMMENDATIONS <br /> Conclusions <br /> 1 Groundwater flow trends northeast to east The southerly flow direction recorded on <br /> M December 4, 2000, appears to be anomalous The deepest set of CMTFM wells displayed <br /> an anomalous groundwater depression in the vicinity of MW-101 Since this is only the <br /> third time the interval has been monitored additional data is needed before reaching any <br /> ' conclusions <br /> 2 High levels of BTEX and TPH-G are present in the groundwater of all six on-site shallow <br /> and intermediate monitoring wells (MW-1 through MW-6) <br /> ' 3 The main mass of contaminants has migrated to a depth of 45 to 70 ft bgs, indicating that <br /> the contaminants are mobile <br /> 4 Cross gradient deep well MW-207 contained low levels of TPH-G for the fourth <br /> ' consecutive event This probably represents the edge of the advancing plume <br /> 5 Down gradient wells MW-8/108/208 contain low levels of TPH--G and BTEX as <br /> compared to the on-site wells <br /> ' 6 The groundwater contaminant plume is not defined laterally down gradient of the MW- <br /> 8/108/208 well set <br /> 7 Well set MW-9/109/209 historically defines the lateral extent of the plume in an up <br /> ' gradient direction However, all three aquifer levels shallow, intermediate and deep <br /> (MW-9, MW-109 & MW-209) contained TPH-G for the first time in the investigation <br /> The mechanism by which the contamination has mobilized up gradient is unknown but <br /> may be a result of preferential pathways or dispersion down concentration gradient lines, <br /> and/or the low groundwater gradient slope value could lend to ineffective gradient control <br /> ' parameters <br /> 8 The low levels of contamination in well MW-101 and lack of contaminants in MW-201 <br /> suggests that these wells define the vertical limit of the plume beneath the site <br />
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