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ARCHIVED REPORTS_XR0009227
Environmental Health - Public
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TILLIE LEWIS
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1444
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2900 - Site Mitigation Program
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PR0540506
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ARCHIVED REPORTS_XR0009227
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Last modified
6/11/2020 12:31:52 PM
Creation date
6/11/2020 12:23:22 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009227
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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�' 7I <br /> Working To Restore Nature <br /> Excavated soils are currently being aerated on site Final disposition of remediated sods will <br /> be determined upon successful aeration <br /> In subsequent investigations, RESNA personnel advanced six soil borings (MWi-MW6) in the <br /> vicinity of the former underground storage tank and converted them to groundwater monitoring <br /> wells at depths of approximately 30 feet below grade The purpose of these borings was to <br /> investigate and define the extent of hydrocarbon impaction in soil and groundwater The <br /> boring/well locations are plotted on Figure 2 <br /> Field activities performed at the site are summarized in separate Problem Assessment Reports <br /> submitted by RESNA on May 30, 1991 and May 20, 1992 <br /> QUARTERLY MONITORING AND SAMPLING <br /> Groundwater monitoring and sampling of site wells was conducted on August 2, 1993, by <br /> RESNA personnel Water level measurements were collected from each site monitoring well <br /> (Table 1) prior to purging and sampling activities In accordance with San Joaquin County <br /> Public Health Services, Environmental Health Division (PHS/EHD) correspondence dated May <br /> 5, 1993, monitoring wells MW 1, MW2, MW3, MW4, MW5, and MW6 were sampled. J <br /> Groundwater elevations across the site have dropped an average of 1.96 feet since the last <br /> monitoring event in May 1993 A groundwater gradient map was calculated using the August <br /> 2, 1993 groundwater elevation data The groundwater gradient depicts an anomalous,/ <br /> groundwater plateau for the eastern portion of the site, which may be due to soil heterogeneity. <br /> The gradient magnitude Is between 0 008 to 0 028 feet per foot or 42 to 148 feet per mile in a <br /> south-easterly direction j <br /> Prior to groundwater sample collection, a minimum of 3 casing volumes of water was purged <br /> from each monitoring well All purged water was contained on-site in DOT approved 55-gallon <br /> drums pending analytical results Purge water determined through laboratory analysis to be free <br /> of petroleum hydrocarbons will be disposed of through surface discharge. Groundwater samples <br /> were collected from each well after stabilization of groundwater parameters (pH, electrical <br /> conductivity, temperature) Water samples were collected using dedicated disposable balers. <br /> Field purge logs are contained in Attachment 1. <br /> Groundwater samples were placed on ice and transported under chain-of-custody protocol to <br /> state-certified Sequoia Analytical in Redwood City, California All samples were analyzed for <br /> benzene, toluene, ethylbenzene, xylenes (BTEX) using EPA method 8020, and total petroleum <br /> hydrocarbons as gasoline ('IPHg) using modified EPA method 8015 <br /> Prof Diak1QUARTLYI3QR-1993 FNL 2 <br />
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