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COMPLIANCE INFO_PRE 2019
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PR0523474
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COMPLIANCE INFO_PRE 2019
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Last modified
5/4/2021 3:09:04 PM
Creation date
5/4/2021 2:52:19 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
COMPLIANCE INFO
FileName_PostFix
PRE 2019
RECORD_ID
PR0523474
PE
2950
FACILITY_ID
FA0015861
FACILITY_NAME
LODI UNIFIED SCHOOL
STREET_NUMBER
9505
Direction
N
STREET_NAME
WEST
STREET_TYPE
LN
City
STOCKTON
Zip
95210
APN
08406005
CURRENT_STATUS
01
SITE_LOCATION
9505 N WEST LN
P_LOCATION
01
P_DISTRICT
003
QC Status
Approved
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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 The Twining Laboratories, Inc. <br />(Twining) in performing investigations. Twining observes these procedures in order to obtain <br />consistent, reliable data. The procedures used for this investigation included the following. <br />Drilling and Soil Sampling: Subsurface assessment and/or well construction permits are filed with <br />the appropriate government agency before conducting field operations. Underground Service Alert <br />is notified at least 48 hours prior to initiation of field activities. Field activities are performed under <br />the direction of a California registered geologist or certified professional engineer. <br />Soil borings are advanced using an appropriate method. The method selected will depend upon <br />project objectives and subsurface conditions. Typically soil borings are advanced using a Central <br />Mine Equipment Company model 75 (CME-75) truck-mounted drill rig equipped with 6-5/8-inch <br />outside diameter, continuous-flight, hollow-stem augers. Twining is a licensed drilling contractor <br />under C-57 classification (Contractor's License No. 506159). The soil borings are advanced under <br />the direction of a Twining geologist. <br />Drilling and sampling equipment are thoroughly cleaned before, during and after each use. Cleaning <br />procedures are described in a subsequent paragraph. <br />Soil samples are collected using a continuous-coring device, by driving a split-spoon sampler, or by <br />grabbing samples from the drilling cutting returns. The sampler or coring device is lined with brass, <br />stainless steel, or acrylic tubes, in which samples may be retained for subsequent chemical analyses. <br />To collect samples using the split-spoon sampler, the sampler is initially lowered to the bottom of <br />the soil boring and driven 6 inches into undisturbed soil. It is then driven 12 inches deeper by <br />repeatedly dropping a 140-pound weight from a height of 30 inches. The number of blows required <br />to advance the sampler 12 inches is recorded on the boring logs as "blows per foot". This <br />information is used in estimating soil density. <br />Soil samples are examined for the purpose of preparing lithologic logs. Soils are logged consistent <br />with the American Society for Testing and Materials (ASTM). The soil boring logs note soil types <br />encountered at depth including consistency, soil moisture, particle size, color, and other <br />distinguishing features. <br />The soil samples are field screened for evidence of volatile organic chemicals (VOCs) and/or other <br />contaminates. The field screening consist of; visual observation for straining or free fluids, unusual <br />odor, and head space analysis using a photo ionization detector (PlD) or drager tube. The procedure <br />for performing head space analysis are describe in a subsequent paragraph (if pertinent to this <br />investigation).
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