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ARCHIVED REPORTS XR0010068
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3500 - Local Oversight Program
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PR0544462
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ARCHIVED REPORTS XR0010068
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Last modified
11/19/2024 10:19:03 AM
Creation date
5/16/2019 8:36:59 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010068
RECORD_ID
PR0544462
PE
3528
FACILITY_ID
FA0003551
FACILITY_NAME
B J J COMPANY INC
STREET_NUMBER
757
Direction
E
STREET_NAME
ELEVENTH
STREET_TYPE
ST
City
TRACY
Zip
95376
APN
25026001
CURRENT_STATUS
02
SITE_LOCATION
757 E ELEVENTH ST
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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r { <br /> Quarterly Moattortng Report <br /> Heinz Facility,757 E 11th St ,Tracy <br /> September 4, 1992 <br /> Page 2 <br /> On July 29, 1992, groundwater monitoring was conducted at the site During monitoring, depth <br /> to water was measured, the wells were purged, and samples were collected from wells MW2 <br /> and MW3 <br /> Water levels had risen approximately 0 25 feet since the previous quarterly monitoring and <br /> sampling event in April, 1992 (Table 1). The gradient cannot be calculated specifically for this <br /> site because only two wells are accessible (Monitoring well MW 1 was previously inadvertently <br /> destroyed during paving activities). However, RESNA Industries has current monitoring data <br /> from the uppermost saturated zone at two Tracy sites within a one-mile radius of the subject site <br /> The local groundwater gradient can be established from July, 1992 monitoring data from 8181 <br /> Eleventh Street (Genstar Western Stone) and 6700 Grantline Road (J B Terminal) The site <br /> locations and gradient directions relative to the subject site are shown on Figure 3 The most <br /> recent groundwater gradient map and monitoring data for each site are included in Attachment <br /> 1 The gradients are essentially in a northerly direction There are no known surface or <br /> subsurface occurrences on site which would exert a significant influence on the direction of <br /> groundwater flow Therefore, even though the direction of flow cannot be specifically <br /> determined from the on-site wells, the direction can be safely assumed to be consistent with the <br /> nearby sites Monitoring well MW2 is appropriately located to monitor groundwater <br /> downgradient from the excavation and MW3 is adequate for upgradient observations <br /> The water samples collected from wells MW2 and MW3 were analyzed for benzene, toluene, <br /> ethylbenzene, xylenes (BTEX), by EPA method 8020, total petroleum hydrocarbons as gasoline <br /> (TPHG), and total petroleum hydrocarbons as diesel (TPHD) by modified EPA method 8015 <br /> Dissolved petroleum hydrocarbons were not detected at or above method detection limits in <br /> MW3 Xylenes (1 8 parts per billion - ppb) and TPHG (120 ppb) were detected in well MW2 <br /> Although xylenes were detected, levels are well below primary State and proposed EPA <br /> Maximum Contaminant Levels (MCL) or goals Previously petroleum hydrocarbons had not <br /> been detected above method reporting limits since July 1991 Detection during this round of <br /> sampling could possibly be related to the rise in water levels Water levels were within 0 3 feet <br /> of current levels when petroleum hydrocarbons were detected one year ago (July 1991) <br /> Analytical data is presented on Table 2 The laboratory data sheet, chain-of-custody, and <br /> monitoring data are included as Attachment 2 <br /> Petroleum hydrocarbon analytes have not been detected in well MW3 since July 10, 1992, <br /> therefore RESNA recommends, on behalf of our client, a cessation of monitoring/sampling of <br /> well MW3 Also we recommend a reduction of monitoring/sampling to a yearly schedule for <br /> monitoring well MW2 <br /> QR081792 DRF <br />
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