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Entry Properties
Last modified
5/13/2020 3:40:56 PM
Creation date
5/13/2020 3:10:43 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
RECORD_ID
PR0544504
PE
2950
FACILITY_ID
FA0025297
FACILITY_NAME
FORMER TOYS R US NOW VACANT
STREET_NUMBER
1624
STREET_NAME
ARMY
STREET_TYPE
CT
City
STOCKTON
Zip
95205
CURRENT_STATUS
01
SITE_LOCATION
1624 ARMY CT
P_LOCATION
01
QC Status
Approved
Scanner
TSok
Tags
EHD - Public
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Standard Operating Procedures <br /> Subsurface Soil Sampling using Direct <br /> Push Technology Methods <br /> 4.1 General Method Description <br /> DPT soil sampling methods generally involve collection of soil samples by driving the sampling tool directly into <br /> the ground using the percussion/probing machine and without the aid of hollow-stem augers or other casing- <br /> installed drilling methods. Both the Macro- Core and Large Bore soil samplers consist of metal tubes of <br /> seamless construction which can not be split apart like split-spoons. Liner/sleeve inserts are required in order <br /> to extract an intact soil core/sample from the sampling device. <br /> Both sampling devices operate by being directly pushed/hammered into the ground by the percussion/probing <br /> machine. The borehole is created as the sampling device is advanced downward. The Macro-Core Sampler <br /> collects samples continuously and requires that an open borehole be maintained for efficient sample recovery. <br /> The Large Bore Sampler contains a piston tip/drive point which allows for advancing the sampler to a <br /> designated depth for discrete interval sampling. The piston tip is retracted when the desired sampling interval <br /> is reached. <br /> When the soil sampling device is retrieved from the borehole,the drive head, cutting shoe and/or piston <br /> assembly is removed, and the liner insert with sample is removed from the sampling device. The project <br /> geologist/sampling engineer is then given access to the sample for whatever purpose is required. <br /> Table 1 summarizes the construction characteristics and sampling attributes of each type of sampler. The <br /> appropriate type of sampler should be selected based on project-specific sampling requirements. <br /> 4.2 Equipment Decontamination <br /> Each sampling device must be decontaminated prior to its initial use and following collection of each soil <br /> sample, especially if sampling for analytical testing purposes is conducted. If sampling for soil logging only is <br /> conducted,thorough sampler decontamination between samples may not be necessary although sufficient <br /> cleansing is necessary for the sampler to operate properly. Site-specific requirements for equipment <br /> decontamination should be outlined in the Project Sampling Plan. Equipment decontamination procedures are <br /> also outlined within SOP 600Van - Decontamination of Equipment. <br /> 4.3 Sampling Procedure— Macro-Core Sampler <br /> (Note:These procedures are excerpted from GeoprobeTM Systems literature. This SOP assumes that the <br /> subcontractor will perform sampling;therefore, detailed procedures regarding sample acquisition are not <br /> provided.) <br /> 4.3.1 Sampler Preparation <br /> • Decontaminate the sampler parts (cutting shoe, sample tube, liners) before assembly <br /> • Assemble the sampler by first placing the liner over the inside end of the cutting shoe,then inserting <br /> the liner/shoe assembly into the sample tube, and then finally threading the cutting shoe into the <br /> sample tube. Tighten the cutting shoe with the shoe wrench. <br /> Page 7 of 14 <br />
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