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ARCHIVED REPORTS_XR0011664
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ARCHIVED REPORTS_XR0011664
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Last modified
12/10/2019 6:51:01 PM
Creation date
12/10/2019 4:47:46 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011664
RECORD_ID
PR0545046
PE
3528
FACILITY_ID
FA0003700
FACILITY_NAME
CITY OF STOCKTON FIRE STATION #3
STREET_NUMBER
1116
Direction
E
STREET_NAME
FIRST
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
16903006
CURRENT_STATUS
02
SITE_LOCATION
1116 E FIRST ST
P_LOCATION
01
QC Status
Approved
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EHD - Public
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+—' City of Stockton <br /> February 6, 1997 A68108.01B <br /> 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 /> A-1 Standard Operating Procedures for Drilling and Soil Sampling: Subsurface <br /> assessment and/or well construction permits are filed with the appropriate government <br /> agency before conducting field operations. Underground Service Alert is notified at least <br /> 48 hours prior to initiation of field activities. Field activities are performed under the <br /> �-' 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 boring are drilled using a <br /> Central Mine Equipment Company model 75 (CME-75) truck-mounted drill rig equipped <br /> with 6-5/8-inch 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. i <br /> Drilling and sampling equipment are thoroughly cleaned before, during and after each use. <br /> Cleaning procedures are described in a subsequent paragraph. <br /> i~ <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 /> fe- <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 /> r <br />
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