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CORRESPONDENCE_1991-2001
EnvironmentalHealth
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CORRAL HOLLOW
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4400 - Solid Waste Program
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PR0515734
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CORRESPONDENCE_1991-2001
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Last modified
8/27/2025 11:32:48 AM
Creation date
9/25/2020 3:47:55 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
CORRESPONDENCE
FileName_PostFix
1991-2001
RECORD_ID
PR0515734
PE
4430 - SOLID WASTE CIA SITE
FACILITY_ID
FA0012312
FACILITY_NAME
CITY OF TRACY LANDFILL
STREET_NUMBER
0
STREET_NAME
CORRAL HOLLOW
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
25303015
CURRENT_STATUS
Active, billable
SITE_LOCATION
CORRAL HOLLOW RD
P_LOCATION
99
P_DISTRICT
005
QC Status
Pending
Scanner
SJGOV\cfield
Supplemental fields
Site Address
CORRAL HOLLOW RD TRACY 95376
Tags
EHD - Public
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KLEINFELDER <br />A-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 <br />sampling depth and then driving (vertical borings) or pushing (slant borings) a 2 -inch diameter <br />Modified California Split -Spoon Sampler, lined with three 6 -inch long brass tubes, into the <br />undisturbed soil. The sampler is then removed from the bottom of the boring. The ends of the <br />bottom (third) 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 />A-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 <br />a 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 />A-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), <br />which simultaneously punctures the seals on the stainless steel drive tip and the septum of the <br />glass sample ampoule. The vacuum in the sample ampoule draws groundwater through the tip <br />20-1108-33.001/2011 RI 188 Page A-2 <br />0 2001, Kleinfelder, Inc. October 17, 2001 <br />
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