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3500 - Local Oversight Program
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PR0544480
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Last modified
5/20/2019 3:08:10 PM
Creation date
5/20/2019 2:56:16 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0544480
PE
3528
FACILITY_ID
FA0004960
FACILITY_NAME
CHEROKEE SERVICE CENTER
STREET_NUMBER
303
Direction
S
STREET_NAME
CHEROKEE
STREET_TYPE
LN
City
LODI
Zip
95240
APN
04735308
CURRENT_STATUS
02
SITE_LOCATION
303 S CHEROKEE LN
P_LOCATION
02
P_DISTRICT
004
QC Status
Approved
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EHD - Public
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LMr. Lloyd Gums A91701.01B <br /> January 15, 1996 Page A-1 <br /> APPENDIX A <br /> THE TWINING 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 /> LA-1 Standard 09=fing 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 /> Soil boring are drilled using an appropriate method. The method selected will depend upon <br /> project objectives and subsurface conditions. Typically soil boring are drilled using a Central <br /> Mine Equipment Company model 75 (CME-75) truck-mounted drill rig equipped with 6- <br /> 5/8-inch outside diameter, continuous-flight, hollow-stem augers. 'Twining is a licensed <br /> drilling contractor under C-57 classification (Contractor's License No. 506159). The soil <br /> Lboring 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 /> L <br /> L <br />
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