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2900 - Site Mitigation Program
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PR0517366
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Last modified
6/18/2019 5:16:32 PM
Creation date
6/18/2019 4:32:21 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0517366
PE
2950
FACILITY_ID
FA0013377
FACILITY_NAME
FITZPATRICK HOMES
STREET_NUMBER
1785
Direction
N
STREET_NAME
CORRAL HOLLOW
STREET_TYPE
RD
City
TRACY
Zip
949412933
CURRENT_STATUS
01
SITE_LOCATION
1785 N CORRAL HOLLOW RD
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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• k'9 KLEINFELDER <br /> B-2.3 Collection of Soil Samples <br /> ' Soil samples are collected approximately every 5 to 10 feet for field screening and logging. <br /> Samples are collected by advancing the boring to a point immediately above the desired sampling <br /> ' depth and then driving (vertical borings) or pushing (slant borings) a 2-inch diameter Modified <br /> California Split-Spoon Sampler, lined with three 6-inch long brass tubes, into the undisturbed <br /> soil. The sampler is then removed from the bottom of the boring. The ends of the bottom (third) <br /> ' tube are covered with Teflon and sealed with tight fitting plastic caps. <br /> Each sample is individually labeled. The label includes Kleinfelder's name,job number, the date <br /> ' and time the sample was collected, the employee number of the individual who performed the <br /> sampling, and a unique five-digit sample identification number. <br /> ' B-2.4 Hydropunch Groundwater Sampling <br /> ' Hydropunch is a method to collect representative groundwater samples from boreholes without <br /> the need to install monitoring wells. This method is usually used as an exploration tool for <br /> screening groundwater quality and reducing the number of wells needed at a site. <br /> ' A boring is drilled to the desired sampling depth, usually to the top of the groundwater surface, <br /> using hollow stem augers. The Hydropunch system, consisting of a steel drive point attached to a <br /> ' stainless steel barrel with an internal PVC slotted screen, is driven 2 to 3 feet past the bottom of <br /> the boring into the uppermost water bearing zone. The barrel is connected to the surface using <br /> clean, 2-inch diameter hollow steel rods. The barrel is then pulled back 1 to 2 feet exposing the <br /> ' internal PVC screen to the soil. Groundwater then enters the barrel through the screen under <br /> hydrostatic pressure and is brought to the surface with a clean, Teflon or stainless steel bailer. <br /> The samples are immediately labeled and placed in an iced sample container. <br /> ' Equipment used for Hydropunch sampling is decontaminated prior to use at each sampling <br /> ' location by steam cleaning, or by scrubbing in a trisodium phosphate or non-phosphate detergent <br /> wash followed by a distilled water rinse. <br /> ' B-2.5 Collection of BAT Probe Groundwater Samples <br /> One-time groundwater samples are collected using a BAT Probe, which is an insitu groundwater <br /> ' sampling device. The borings are first advanced to a point immediately above the desired <br /> sampling depth where groundwater is encountered. A stainless steel drive tip equipped with a <br /> stainless steel filter is lowered into the boring at the end of a 2.5-inch diameter galvanized steel <br /> ' pipe and pushed using the drill rig approximately 6 to 12 inches into the soil/aquifer formation at <br /> the bottom of the boring. A sterilized, glass, vacuum sealed sampling ampoule (tube), similar to <br /> a standard volatile organics (VOA) vial, is then lowered through the pipe down to the tip with a <br /> ' cable. Between the tip and the sample tube is a double-sided hypodermic needle (syringe),which <br /> simultaneously punctures the seals on the stainless steel drive tip and the septum of the glass <br /> sample ampoule. The vacuum in the sample ampoule draws groundwater through the tip into the <br /> ' 204341-I1.E01/201IR959 Page B-2 <br /> Copyright 2001,Kleinfelder,Inc. August 21,2001 <br />
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