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ARCHIVED REPORTS_XR0009233
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0540506
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ARCHIVED REPORTS_XR0009233
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Last modified
6/11/2020 12:27:58 PM
Creation date
6/11/2020 12:24:51 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009233
RECORD_ID
PR0540506
PE
2950
FACILITY_ID
FA0023166
FACILITY_NAME
MONBERG PROPERTY
STREET_NUMBER
1444
STREET_NAME
TILLIE LEWIS
STREET_TYPE
DR
City
STOCKTON
Zip
95206
APN
16335003
CURRENT_STATUS
01
SITE_LOCATION
1444 TILLIE LEWIS DR
P_LOCATION
01
QC Status
Approved
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EHD - Public
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1992 3rd QTR Monitonng Report <br /> . Laidlaw corp , 1444 Tllhe Lewis Dr , Stockton,CA <br /> October 05, 1992 <br /> Page 2 <br /> In a two phased approach beginning on March 27, 1991, RESNA personnel advanced six soil <br /> borings (MWl-MW6) in the vicinity of the former underground storage tank and subsequently <br /> converted them to groundwater monitoring wells at depths of approximately 30 feet below grade <br /> The purpose of these borings was to investigate and define hydrocarbon impaction in soil and <br /> groundwater The boring/well locations are plotted on Figure 2 <br /> Phase I and II field activities, in addition to the associated analytical results, are discussed in <br /> detail in RESNA's "Problem Assessment Report" dated May 20, 1992 <br /> QUARTERLY MONITORING AND SAMPLING <br /> Groundwater monitoring and sampling was conducted on August 18, 1992, by RESNA <br /> personnel Water level measurements were collected from each site monitoring well prior to <br /> purging and sampling Groundwater monitoring of wells MW 1 through MW6 indicate an <br /> average decrease of 3 6 feet in the groundwater table elevation since March 1992 A <br /> groundwater gradient map was calculated using the August 18, 1992 groundwater elevation data <br /> A variant groundwater gradient exists beneath the site with a magnitude of approximately 0 01 - <br /> 0 028 ft/ft or 52 8 - 148 ft/mile in a southeastern direction (Figure 2) <br /> Prior to groundwater sample collection, a minimum of 3 casing volumes of water was purged <br /> from each well All purged water was contained onsite in DOT approved 55-gallon drums <br /> pending analytical results Groundwater samples were collected from each of the six wells after <br /> stabilization of groundwater parameters (pH, electrical conductivity, temperature) The water <br /> samples were collected using a disposable bailer Field purge logs are contained in Attachment <br /> 1 <br /> Groundwater samples were placed on ice and transported under chain-of-custody protocol to <br /> state-certified RESNA Environmental Laboratories in Fremont, California All samples were <br /> analyzed for benzene, toluene, ethylbenzene, xylenes (BTEX) using EPA method 8020, and total <br /> petroleum hydrocarbons as gasoline (TPHG) using modified EPA method 8015 <br /> Dissolved petroleum hydrocarbons and BTEX constituents were not detected in monitoring wells <br /> MW1, MW5 and MW6 Aromatics were detected at various levels in wells MW2, MW3, and <br /> MW4 Only ethylbenzene in well MW3 (2200 ppb) was present at levels above the State <br /> Primary Maximum Contaminant Levels Laboratory results are summarized on Table 2 <br /> Laboratory reports and chain-of-custody documentation are presented in Attachment 2 <br /> Laidlaw Corporation will continue with groundwater monitoring and sampling The next round <br /> of sampling will be performed in November 1992 <br />• QUARTLYIQR090992 DRF <br />
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