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ARCHIVED REPORTS_XR0010336
Environmental Health - Public
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PR0545688
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ARCHIVED REPORTS_XR0010336
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Last modified
5/21/2020 3:23:24 PM
Creation date
5/21/2020 10:29:14 AM
Metadata
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EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010336
RECORD_ID
PR0545688
PE
3528
FACILITY_ID
FA0003634
FACILITY_NAME
CANTEEN CORPORATION
STREET_NUMBER
1500
Direction
N
STREET_NAME
SHAW
STREET_TYPE
RD
City
STOCKTON
Zip
95205
APN
14326008
CURRENT_STATUS
02
SITE_LOCATION
1500 N SHAW RD
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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• <br /> the first levels recorded in June <br /> 2 The hydraulic gradient has remained quite constant since <br /> monitoring began, it is essentially due south as shown on <br /> E.XHUIT A <br /> 3. Laboratory analyzes of water samples taken in January from <br /> MW-1 , which is in an upgradient position from the removed UST' s , <br /> reveal that the amounts of Toluene, Ethylbenzene, Xylene have <br /> decreased since the Sept data, but Benzene & TPH-G have <br /> increased <br /> 4 Levels of BTEX & TPH-G measured in MW-2 were lower than those <br /> recorded in Sept , and lower than the initial sampling done in <br /> June. This well is the farthest from the site of the removed <br /> UST' s, and is esentially on strike with, (parallel to, ) the tank <br /> site <br /> 5 Laboratory results from the January sampling revealed that <br /> MW-3, which is directly downgradient from the tank site, had the <br /> highest levels of all tested components compared to the other <br /> wells With the exception of Ethylbenzene, the levels had <br /> . decreased considerably from the September measurements. <br /> 6 MW-4, which is upgradient from the removed UST' s , had lower <br /> levels of BTEX & TPH-G in January than in September - this would <br /> be expected due to it' s location However, while levels of <br /> Toluene, Ethylbenzene, Xylene, & TPH-G were also lower than those <br /> recorded in June, Benzene was higher <br /> EXHIBIT $ shows the direction of the groundwater gradient as <br /> calculated from the three sampling periods TABLE I summarizes <br /> the results of the laboratory analyzes since placement of the <br /> monitoring wells The groundwater monitoring summary report pre- <br /> pared by Del-Tech is included as EXHIBIT B and a copy of the <br /> laboratory analysis sheet & chain of custody are attached as <br /> EXHIBIT C <br /> ANALYSIS OF GROUNDWATER SAMPLING TO DATE: <br /> Based upon an analysis of all the information obtained to date at <br /> this site, the following conclusions seem appropriate <br /> 1 Although the data collected indicates the hydraulic gradient <br /> to be in a southerly direction, the changes in levels of contami- <br /> nation measured in the wells suggests that either the gradient <br /> direction is not stable, or another offsite source exists . The <br /> • lowering of the water table since sampling began, (an average of <br /> 2 <br />
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