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Last modified
11/19/2024 10:20:02 AM
Creation date
9/4/2019 10:18:28 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0544800
PE
3528
FACILITY_ID
FA0010235
FACILITY_NAME
AMERICAN TRUCK & TRAILER BODY CO
STREET_NUMBER
7474
Direction
W
STREET_NAME
ELEVENTH
STREET_TYPE
ST
City
TRACY
Zip
95376
APN
25020001
CURRENT_STATUS
02
SITE_LOCATION
7474 W ELEVENTH ST
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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Cjeo(va(Tecknics I=. <br /> Page 2 <br /> C&B Equipment <br /> Additional Site Characterization Work Plan <br /> Project No. 336.2 <br /> July 15, 1996 <br /> j 2.0 LATERAL DEFINITION OF THE GROUNDWATER PLUME <br /> r <br /> The following work is proposed to define the lateral extent of the groundwater plume at C & <br /> Cj B Equipment. Except where noted, all drilling and sampling will be conducted as per the <br /> Geological Technics Inc. June 15, 1996 Monitoring Well Installation and Groundwater <br /> Monitoring Work Plan. <br /> 1 2.1 Soil Boring and Discrete Water Sampling <br /> To further investigate the extent of gasoline range petroleum hydrocarbons in the <br /> groundwater environment, Geological Technics Inc. proposes to install four exploratory <br /> borings surrounding the point of release. The borings will be advanced using continuous <br /> flight hollow stem augers (HSA). <br /> Because the shallow water bearing zone this site has distinct zones which the existing <br /> groundwater monitoring wells are screened across, we propose to additionally collect discrete <br /> groundwater samples from each representative lithologic unit. Reference the Geologic Cross <br /> Section in Figure 5 for illustration of geologic units and sample location. <br /> The HSA boreholes will be advanced to the capillary fringe and a capillary fringe soil sample <br /> C# will be collected. Once the capillary fringe sample has been collected, an appropriate <br /> groundwater sampling tool will be advanced into the saturated zone. Groundwater samples <br /> will be collected as outlined below in Section 2.2. <br /> 2.2 SimulProbe Groundwater Sampling Procedure <br /> C We believe that the SimulProbe sampling tool is the appropriate tool for the task given its <br /> design. The SimulProbe allows a soil sample to be collected at the exact interval from which <br /> the water sample is collected thus providing correlative information for geology and for the <br /> sorbed portion of the contaminated zone. Furthermore the design of the SimulProbe reduces <br /> the possibility of cross contamination from shallower borehole waters. <br /> After the SimulProbe groundwater sampling tool is advanced into the saturated zone the tool <br /> is retracted to expose the screen. The sample collection chamber is allowed to fill under <br /> ambient hydrostatic pressure. Once full the chamber is sealed with an pneumatically actuated <br /> (N, gas) solenoid valve and the apparatus is brought to the surface. The sample chamber is <br /> carefully emptied using a bottom emptying device thus reducing the possibility of sample <br /> C agitation and volatilization. Once the sample container (40 ml VOA) is filled and capped, <br /> the bottle will be inverted, tapped, and checked for head space bubbles. The sample <br /> container is identified and labeled with a unique designation, inserted into foam holders and <br /> C+ placed in an ice chest cooled to 4°C for transport to the laboratory. <br /> All sampling equipment is decontaminated using a steam cleaner before and between uses. <br /> The effectiveness of the decontamination procedure is ensured by using the following quality <br /> !•' control measures: <br /> Disposable gloves will be used while collecting all samples and will be changed with <br /> • each sampling event. <br />
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