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ARCHIVED REPORTS_XR0003248
Environmental Health - Public
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PR0545289
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ARCHIVED REPORTS_XR0003248
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Last modified
2/11/2020 9:55:31 PM
Creation date
2/11/2020 8:39:58 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003248
RECORD_ID
PR0545289
PE
3528
FACILITY_ID
FA0003828
FACILITY_NAME
VAN BUSKIRK GOLF COURSE
STREET_NUMBER
1740
STREET_NAME
HOUSTON
STREET_TYPE
AVE
City
STOCKTON
Zip
95206
APN
16307036
CURRENT_STATUS
02
SITE_LOCATION
1740 HOUSTON AVE
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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City of Stockton - Van Buskirk Park Golf Course TL 394-0074--0I <br /> July 29, 1994 Page A-1 <br /> APPENDIX A <br /> • THE TWINING LABORATORIES, INC_, STANDARD OPERATING PROCEDURES <br /> This appendix contains the standard operating procedures used by The Twining <br /> Laboratories, Inc. (Twining) in performing investigations. Standard operating procedures <br /> used in this investigation are described below. Twining observes these procedures in order <br /> to obtain consistent, reliable data. <br /> A-1 Standard Operating Procedures for Drilling and Soil Sampling <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 6-5/8-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. <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 /> Generally, soil samples selected for analyses typically represent those which the field <br /> screening indicated will be most likely to contain the contaminate of concern. In most <br /> I <br />
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