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2900 - Site Mitigation Program
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PR0544504
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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
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EHD - Public
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Standard Operating Procedures <br /> Subsurface Soil Sampling using Direct <br /> Push Technology Methods <br /> The Macro-Core Sampler(Figure 1) consists of a 45-inch long by 1.5-inch diameter open-ended steel <br /> sampling tool with liners made of clear plastic (cellulose acetate butyrate), stainless steel, or teflon. The tool is <br /> designed for use in a continuous sampling capacity in an open borehole up to depths of approximately 24 feet. <br /> The borehole walls are required to stay open in order to collect a sample from the next depth interval. Once <br /> the sampling tool is removed from the ground, the inserted liner containing the soil sample is removed from the <br /> tool. The soil sample is then cut from or extracted from the liner. This sampling tool is most often used for soil <br /> profiling and collection of larger volume soil samples (1,300 ml). <br /> The Large Bore Sampler(Figure 2) consists of a 22-inch long by a slightly over 1-inch diameter steel sampling <br /> tool. Various liner types are available for use with this sampler, and include: plastic, brass, stainless steel, and <br /> teflon. The metal liners are available in segmented 6-inch lengths. The sampler is designed for discrete <br /> interval sampling and is not affected significantly by borehole wall collapse. This sampler is similar to a piston <br /> sampler where a retractable drive (piston) point is withdrawn when the targeted sampling interval is achieved <br /> and the soil sample enters the sampler. Once the sampler is removed from the ground, the inserted liner <br /> containing the soil sample is extracted from the sampler and the soil sample is then cut from or extracted from <br /> the liner. The segmented liner materials and discrete interval sampling capability gives this device greater <br /> suitability for collection of smaller volume soil samples (320 ml). <br /> 1.3 Quality Assurance Planning Considerations Health and Safety Considerations <br /> Sampling personnel should follow specific quality assurance guidelines as outlined in the site-specific Work <br /> Plan. Proper quality assurance requirements should be provided which will allow for collection of <br /> representative samples from representative sampling points. Quality assurance requirements outlined in the <br /> WP typically suggest the collection of a sufficient quantity of field duplicate,field blank, and other samples. <br /> 1.4 Health and Safety Considerations <br /> The health and safety considerations for the site, including both potential physical and chemical hazards,will <br /> be addressed in the site-specific Health and Safety Plan (HASP). All field activities will be conducted in <br /> conformance to this HASP. In the absence of a site-specific HASP, work will be conducted according to the <br /> ENSR Health and Safety Policy and Procedures Manual and/or direction from the Regional Health and Safety <br /> Manager. <br /> 2.0 RESPONSIBILITIES <br /> 2.1 Project Geologist/Engineer <br /> It will be the responsibility of the project geologist/sampling engineer to conduct subsurface soil sampling in a <br /> manner which is consistent with this SOP. The project geologist/sampling engineer will observe all activities <br /> pertaining to subsurface soil sampling to ensure that the SOP is followed, and to record all pertinent data onto <br /> a boring log. It is also the project geologist/sampling engineer's responsibility to indicate the specific targeted <br /> Page 5 of 14 <br />
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