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2900 - Site Mitigation Program
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PR0541913
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Last modified
2/13/2020 7:07:47 PM
Creation date
2/13/2020 11:53:44 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
WORK PLANS
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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APPENDIX A <br /> THE TWINING LABORATORIES, INC <br /> 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 Drilling and Soil Samnlina <br /> Subsurface assessment and/or well construction permits are filed with the appropriate <br /> government agency before conducting field _ operations. Underground Service Alert is <br /> notified at least 48 hours prior to initiation of field activities. Field activities are performed <br /> under the direction of a California registered geologist or certified professional engineer. . <br /> Soil borings are drilled using an appropriate method. The method selected will depend <br /> upon project objectives and subsurface conditions. Typically soil borings are drilled using <br /> a Central Mine Equipment Company model 75 (CME-75) truck-mounted drill rig equipped <br /> with 6-5/84nch outside diameter, continuous-flight, hollow-stem augers. Twining is a <br /> licensed drilling contractor under C-57 classification (Contractor's License No. 506159) . The <br /> soil borings are drilled under the direction of a Twining geologist. <br /> Drilling and sampling equipment are thoroughly cleaned before, during and after each use. <br /> Cleaning procedures are described in a subsequent paragraph. <br /> Soil samples are collected using a continuous-coring device, by driving a split-spoon sampler, <br /> or by grabbing samples from the drilling cutting returns. The sampler or coring device is <br /> lined with brass, stainless steel, or acrylic tubes, in which samples may be retained for <br /> subsequent chemical analyses. To collect samples using the split-spoon sampler, the sampler <br /> is initially lowered to the bottom of the soil boring and driven 6 inches into undisturbed soil. <br /> It is then driven 12 inches deeper by repeatedly dropping a 140-pound weight from a height <br /> of 30 inches. The number of blows required to advance the sampler 12 inches is recorded <br /> on the boring logs as "blows per foot". This information is used in estimating soil density. <br /> Soil samples are examined for the purpose of preparing lithologic logs Soils are logged <br /> consistent with the Unified Soil Classification System (USCS). The soil boring logs note soil <br /> types encountered at depth including consistency, soil moisture, particle size, color, and <br /> other distinguishing features. <br /> The soil samples are field screened for evidence of volatile organic chemicals (VOCs) <br /> and/or other contaminates. The field screening consist of; visual observation for straining <br /> or free fluids, unusual odor, and head space analysis using a photoionization detector (PID) <br /> or drager tube. The procedure for performing head space analysis are describe in a <br /> subsequent paragraph (if pertinent to this investigation). <br />
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