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ARCHIVED REPORTS XR0008501
Environmental Health - Public
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EHD Program Facility Records by Street Name
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EL DORADO
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2315
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2900 - Site Mitigation Program
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PR0544690
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ARCHIVED REPORTS XR0008501
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Last modified
7/24/2019 1:10:40 PM
Creation date
7/24/2019 11:40:18 AM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008501
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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EHD - Public
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does not correlate well with the gradient data obtained during <br /> that sampling event . Perhaps a pattern will emerge when more <br /> data is available <br /> PLATE XVI shows the groundwater gradient as indicated from the <br /> June 8 data It is to the northeast at about 005 ' /foot . The <br /> direction correlates well with the regional gradient based on <br /> County Flood Control District maps As noted above, although <br /> MW-2 is directly downgradient from the removed UST' s, it did not <br /> record the highest levels on contamination MW-3 , which is also <br /> downgradient but farthest from the UST site, recorded the highest <br /> levels of BTEX & TPH-G <br /> PLATES XVII & XVIII show approximate lines of equal concentration <br /> of benzene & THP-G based on the June 8 sampling event . They show <br /> the highest levels to be southeast of the removed UST' s, while <br /> the groundwater gradient is to the northeast If the hydraulic <br /> gradient has been consistently in an easterly direction, the <br /> gasoline contamination may have moved in that direction away from <br /> the source, (the UST' s*)) It is also possible that there is may be <br /> another offsite source responsible for the anomaly There is <br /> • insufficient data available at this time to explain the <br /> discrepency Additional sampling events should assist in <br /> clarifying the issue . <br /> CONCLUSIONS <br /> Based upon the data obtained to date, the following conclusions <br /> appear to be valid. <br /> 1 . High levels of BTEX & TPH-G were detected in soil & ground- <br /> water samples taken from the three monitoring wells on the <br /> property. TPH as waste oil was encountered in MW-1 in soil <br /> samples from 16 ' bgl & 21 ' bgl, but not below that depth <br /> 2 . The depth at which soil contamination was first encountered, <br /> (with the exception of the core sample from 9 5 ' -10 ' in MW-2 , ) <br /> was 36 ' bgl in MW-1, 29 . 5 ' bgl in MW-2 , and 24 . 5 ' in MW-3 - <br /> (except for a minor amount of Xylene at 19 5 ' ) This data does <br /> not correlate well with the locations of the wells in reference <br /> to the removed UST' s, and the indicated hydraulic gradient MW-1 <br /> is the closest to the source, but encountered contamination below <br /> the other two wells Impacted soil was detected in MW-2 at <br /> 29 51 , although it is in a down- gradient position from the tank <br /> site . MW--3 , farthest from the source, encountered higher levels <br /> of BTEX & TPH-G at a shallower depth, (24 51 ) than MW-2 The <br /> concentrations of contamination and depths encountered is <br /> • contrary to what would be expected if the UST' s were the source <br /> 9 <br />
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