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ARCHIVED REPORTS_XR0004263
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0541913
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ARCHIVED REPORTS_XR0004263
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Entry Properties
Last modified
9/15/2020 11:53:40 PM
Creation date
2/13/2020 1:26:17 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004263
RECORD_ID
PR0541913
PE
2960
FACILITY_ID
FA0024043
FACILITY_NAME
FRONTIER TRANSPORTATION FACILITY
STREET_NUMBER
425
STREET_NAME
LARCH
STREET_TYPE
RD
City
TRACY
Zip
95304
APN
21220009
CURRENT_STATUS
01
SITE_LOCATION
425 LARCH RD
P_LOCATION
03
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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Frontier Transportation.. Inc. B23502.01 <br /> October 16, 1996 Page A-1 <br /> APPENDIX A <br /> THE "VINING LABORATORIES, INC. STANDARD OPERATING PROCEDURES <br /> This appendix contains the standard operating procedures used by Twining in performing <br /> the investigation. Twining observes these procedures in order to obtain consistent, reliable <br /> data. <br /> A-1 Standard Operating Procedures for Hand Augering and Soil Sampling: Subsurface <br /> assessment permits, if required, are filed with the appropriate regulatory agencies prior to <br /> conducting field operations. Field activities are performed under the supervision of a <br /> California registered geologist or certified professional engineer. Sampling equipment is <br /> thoroughly cleaned before, during, and after each use according to Twining's "Standard <br /> Operating Procedures for Equipment Decontamination". <br /> Generally, hand-aMlered borings are not advanced deeper than 10 to 15 feet. If deeper <br /> borings are necessary, they will be drilled using the hollow stem auger, or other appropriate <br /> drilling method. Soil samples are collected by grabbing cuttings from the boring, or by <br /> driving sample tubes into undisturbed soil at the bottom of the augered hole. <br /> Soil descriptions, including consistency, moisture, particle size, and color, and other relevant <br /> observations are recorded on soil boring logs if pertinent to the investigation. Soils are <br /> classified in general accordance with the Unified Soil Classification System (USCS). <br /> The soil borings are abandoned by grouting with a 6-sack cement slurry containing 3 to 5 <br /> percent bentonite, or backfilling with clean soil. Abandonment procedures depend upon the <br /> boring depth, depth to groundwater, project objectives, and regulatory requirements. <br /> Soil cuttings generated during hand augering are either replaced in the borings, or <br /> stockpiled, depending upon project requirements. Stockpiled soil is containerized in United <br /> States Department of Transportation-approved drums, or placed on and covered with plastic <br /> sheeting, and stored on site in an area inaccessible to the general public. Typically, the <br /> stockpiled soil is characterized by collecting and analyzing composite samples from the <br /> stockpile. Twining can recommend an appropriate method for disposition of stockpiled soil <br /> based on the analytical results. Disposal will be the responsibility of the client. <br /> A-2 Standard Operating Procedures for Drilling and Soil Sampling: Subsurface assessment <br /> and/or well construction permits are filed with the appropriate government agency before <br /> conducting field operations. Underground Service Alert is notified at least 48 hours prior <br /> to initiation of field activities. Field activities are performed under the direction of a <br /> California registered geologist or certified professional engineer. <br />
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