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ARCHIVED REPORTS XR0000999
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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1145
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3500 - Local Oversight Program
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PR0544235
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ARCHIVED REPORTS XR0000999
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Last modified
3/6/2019 5:28:33 PM
Creation date
3/6/2019 3:23:23 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0000999
RECORD_ID
PR0544235
PE
3529
FACILITY_ID
FA0004672
FACILITY_NAME
INDEPENDENT TRUCKING
STREET_NUMBER
1145
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16323012
CURRENT_STATUS
02
SITE_LOCATION
1145 W CHARTER WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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M KLEINFELDER <br /> ' of <br /> • the analytical results Upon completion of the drilling and sampling, the borings were closed <br /> with neat bentonite cement Linda Turkette and Diane Hinson of the SJCEHD were present to <br /> observe the borehole closure activities <br /> While sampling, an experienced environmental geologist, under the supervision of a registered <br /> geologist, classified the subsurface soil and logged the boreholes A copy of the Unified Soil <br /> ' Classification System used to classify the soil, and a log key are provided in Appendix C (Plates <br /> C-1 and C-2) Descriptions of the soil encountered in each boring and identification of the <br /> ' sampling intervals are also presented in Appendix C (Log of Borings, Plates C-3 and C-8) <br /> ' Soil encountered in the borings consists of silty sand from below an aggregate base covering the <br /> site to a depth of 1 to 2 feet below ground surface This aggregate base consists of asphalt, chip <br /> seal, and road base materials located on the surface of the site to a depth of approximately 1 5 <br /> feet Clay and silty clay were located below the silty sand and continued to the 25 foot <br /> termination depth of the boreholes Groundwater was not encountered in any of the borings <br /> 3 2 Qualitative Field Screening <br /> To provide a qualitative indication of volatile <br /> organic constituents in the soil and to monitor the <br /> vapor concentrations in the breathing zone of the drilling crew, a portable organic vapor analyzer <br /> (OVA) equipped with a photoionization detector (PID) was used to screen the samples in the <br /> field The OVA was used to measure total ionizable compounds in parts per million by volume <br /> (ppmv) relative to a calibration standard <br />' Each soil sample was screened in the field, and the PID readings were recorded on the boring <br /> logs PID readings above 0 ppmv were not observed in any of the samples A summary of the <br />' samples collected and the PID reading for each sample is presented on Table 1 <br />' For the protection of the field crew, the PID was also used to measure the total ionizable <br /> concentrations in the breathing zone prior to and while drilling the borings No consistent <br />' readings were noted in the breathing zone above I ppmv while drilling the borings <br /> 23-482276-AOO/TR950096 Page 7 of 12 October 19, 1995 <br />' Copyright 1995 Kleinfelder, Inc <br />
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