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2900 - Site Mitigation Program
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PR0523718
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Entry Properties
Last modified
2/14/2019 10:45:21 AM
Creation date
2/14/2019 10:40:20 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0523718
PE
2950
FACILITY_ID
FA0015997
FACILITY_NAME
SJ REGIONAL TRANSIT
STREET_NUMBER
0
STREET_NAME
CHANNEL
STREET_TYPE
ST
City
STOCKTON
Zip
95205
CURRENT_STATUS
01
SITE_LOCATION
0 CHANNEL ST
QC Status
Approved
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EHD - Public
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KLEINFELDER <br /> B-2.4 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-2.5 Hydropunch IIT"" Groundwater Sampling <br /> Hydropunch IITI is a method to collect representative groundwater samples from boreholes <br /> ' without the need to install monitoring wells. This method is usually used as an exploration tool <br /> for 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 IIT"" system, consisting of a steel drive point attached <br /> to a stainless steel barrel with an internal PVC slotted screen, is driven 2 to 3 feet past the bottom <br /> of 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 IIT"" 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-2.6 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 /> 51276/ST05R272/FB:ly Page B-2 <br /> ' O 2005,Kleinfelder,Inc. March 9,2005 <br />
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