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ARCHIVED REPORTS_XR0013101
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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3500 - Local Oversight Program
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PR0545247
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ARCHIVED REPORTS_XR0013101
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Last modified
1/30/2020 1:43:00 PM
Creation date
1/30/2020 11:13:32 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0013101
RECORD_ID
PR0545247
PE
3528
FACILITY_ID
FA0009790
FACILITY_NAME
CITY OF STOCKTON FIRE STATION #7
STREET_NUMBER
1767
Direction
W
STREET_NAME
HAMMER
STREET_TYPE
LN
City
STOCKTON
Zip
95209
APN
07509036
CURRENT_STATUS
02
SITE_LOCATION
1767 W HAMMER LN
P_LOCATION
01
P_DISTRICT
003
QC Status
Approved
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EHD - Public
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L <br /> City of Stockton AM107 01B <br /> July 18y 1997 Page A-1 <br /> APPENDIX A <br /> LTHE 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 Outing Procedures for Drilling and &H SamRlin$: Subsurface <br /> assessment and/or well construction permits are filed with the appropriate government <br /> L 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 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 /> 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 /> LCleaning 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 V <br /> P g call { OCs) <br /> L 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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