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ARCHIVED REPORTS_XR0002584
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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2900 - Site Mitigation Program
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PR0508238
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ARCHIVED REPORTS_XR0002584
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Last modified
1/30/2020 2:32:06 PM
Creation date
1/30/2020 1:36:50 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002584
RECORD_ID
PR0508238
PE
2950
FACILITY_ID
FA0008010
FACILITY_NAME
GRANITE CONSTRUCTION CO
STREET_NUMBER
10500
Direction
S
STREET_NAME
HARLAN
STREET_TYPE
RD
City
FRENCH CAMP
Zip
95231
CURRENT_STATUS
01
SITE_LOCATION
10500 S HARLAN RD
P_LOCATION
99
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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' k' ■ KLEINFELDER <br /> B-2 3 Collection of Soil Samples <br /> Soil samples aie 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 Samplei lined with three G-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 /> Ibottom (third) tube are covered with Fellon and sealed with tight fitting plastic caps <br /> Each sample is Individually labeled The label includes Kleinfelder's name,fob 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 monitoirng wells This method is usually used as an exploration tool for <br /> screening groundwater quality and teducing 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 bar tel with an internal PVC slotted screen, is driven 2 to 3 feet past the bottom of <br /> the boring into the iippeirmost water bearing zone The barrel IS connected to the surface using <br /> clean, 2-inch diametet hollow steel tods The barrel is then pulled back 1 to 2 feet exposing the <br />' internal PVC screen to tine soli CHOUndwater 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 H dro unch sale ling is decontaminated prior to use at each sampling <br /> Y p P � <br /> location by steam cleaning, of by scicibbino in a tiisodium phosphate or non-phosphate detergent <br /> wash followed by a distilled water r case <br />' B-25 Collection of RAT Probe Gi oundivater Sam ies <br /> One-time groundwater samples are collected using a BAT Probe which is an insitu groundwater <br /> sampling device The botings ate litst 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 -inch diameter galvanized steel <br /> pipe and pushed using the drill rig appioxiimately 6 to 12 inches into the soil/aquifer formation at <br /> the bottom of the boring A sterilized, Mass 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 /> 20-1108-24 EO 1/2019R 120 Page B-2 <br /> 01999, Klemfeldcr, lnL February 5, 1999 <br />
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