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2900 - Site Mitigation Program
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PR0521845
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Last modified
5/28/2020 4:11:30 PM
Creation date
5/28/2020 4:06:54 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
RECORD_ID
PR0521845
PE
2950
FACILITY_ID
FA0014838
FACILITY_NAME
LOPEZ PROPERTY
STREET_NUMBER
1601
STREET_NAME
TURNPIKE
STREET_TYPE
RD
City
STOCKTON
Zip
95206
APN
16504013
CURRENT_STATUS
01
SITE_LOCATION
1601 TURNPIKE RD
P_LOCATION
01
P_DISTRICT
003
QC Status
Approved
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APR-05-04 MON 12:29 PMELL NELSON SCHRIMP FAX NO. 2 26-9320 <br /> '12/05/2000 M10 FrV 209 A 11 P, 10 <br /> .,y U1V <br /> m { XLEIYFELDER <br /> A-2.3 Collectins Gf Soil Baruples <br /> Soil samples are collcctul approxhvately every 5 to 10 fat for field screening and logging. <br /> Samples are collected by advancing the boring to a point immediately above rte 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 arse 6•inclr 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 scaled with tight fitting plastic caps. <br /> Bach sample is individ rally labeled. The label includes Kleinfelder's rams,job number,the date <br /> And time thu sample was collected, ilia employee number of the individual who performed the <br /> sampling,and a unique five-di iL sample identijIvAinn number. <br /> Ii-2.4 Hydropunch GroundwaterSamplling <br /> Hydropunch is a method to collect representative groundwater samples front boreholes without <br /> the need to install morlitoring wells. This method is usually used as an exploration tool for <br /> tereenlug 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 Hydropuneh system, consisting of a steel drive point attached to <br /> a stainless stool 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 tone. The barrel is connected to the surface using <br /> clean,2-inch diameter hollow steal rods. 'nit barrel is then pulled back I to 2 feat exposing the <br /> internal PVC scroon to the soil. Groundwater then mtcrs rhe barrel through the screen order <br /> hydrostatic pressure and is brought to the surface witlh a clean, Teflon or stainless steel bailer. <br /> The samples are itnmodiately lebcled and placed in an iced sample container. <br /> Equipment used for Hydropunch sampling is decontamiva:ed prior to use at each sampling <br /> location by stern cleaning,or by scrubbing in a trisodium phosphate or non-phosphate detergent <br /> wash followed by a distilled water rinse. <br /> 8-2.5 Collection-of RAI'Pr•obc Grouudvraler Samples <br /> 0,o-timeotuidwater samprles ar,colla ted using a FAT nrobe, which is an insiht grotu;dwater- <br /> s:mplhig device. The borings are first advanced to a point immediately above the desired <br /> nz�r�tPsoe.ersvrsroaFaa3 o�::�sar s,.cot <br /> g2GGt tCleinRl'c� Inc. "1Z"ii ct'ix <br />
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