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ARCHIVED REPORTS_XR0006288
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2900 - Site Mitigation Program
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PR0528433
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ARCHIVED REPORTS_XR0006288
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Last modified
4/7/2020 12:59:31 PM
Creation date
4/3/2020 4:01:15 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006288
RECORD_ID
PR0528433
PE
2957
FACILITY_ID
FA0019174
FACILITY_NAME
CHEVRON SERVICE STATION 9-6171
STREET_NUMBER
6633
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
09741048
CURRENT_STATUS
02
SITE_LOCATION
6633 PACIFIC AVE
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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3 <br /> i <br /> October 13 , 1988 Page 3 <br /> Chevron U . S.A. 16400-105-03 <br /> Subsurface conditions which comprise the physical <br /> character of a site , such as soil matrix homogeneity and <br /> heterogeneity and soil moisture , affect the transport of <br /> vapors , as well as the contaminant vapor distribution. Such <br /> factors must be considered in data interpretation with regard <br /> to data quality and utility. <br /> W <br /> The soil vapor survey consisted of eight soil vapor <br /> sample points , with each sampling location situated at the 3 <br /> foot below grade depth. The sampling locations are shown on <br /> the site plan included as Plate 2 at the end of the text. <br /> METHODOLOGY <br /> The soil vapor survey was conducted at the subject <br /> z property by means of obtaining a subsurface soil sample , <br /> preparation of the sample for vapor extraction, and analysis <br /> of the extracted headspace vapors by means of a portable <br /> " field gas chromatograph . <br /> t <br /> As a result of overhead obstructions and the activity <br /> a associated with the retail facility, subsoil samples were <br />• obtained by means of coring through surface pavements and <br /> concrete with an electrically operated coring machine , then <br /> hand augering the subsoils to obtain a sample at the selected <br /> K depth. <br /> A total of eight hand augered soil borings were advanced <br /> to an approximate maximum depth of 3 feet below the existing <br /> grade . A Dames & Moore geologist was present during augering <br /> to assist in obtaining relatively undisturbed samples of the <br /> subsurface materials , to field screen samples with a device <br /> capable of detecting volatile organic hydrocarbons as a trace <br /> gas , and to make observations of the site conditions . Subsoil <br /> samples were obtained by means of hammering a stainless-steel <br /> sleeve lined split-barrel sampler into the subsoils . Between <br /> sampling attempts , the sampler was dissassembled and washed <br /> in a trisodium phosphate (TSP ) solution, rinsed twice with <br /> purified water, and reassembled with stainless-steel rings to <br /> minimize the potential of spreading contaminants among <br /> samples , if any were present . <br /> After samples were obtained , each sample was prepared by <br /> placing approximately 20 grams of soil into a 45 milliliter <br /> glass vial Distilled water was then added to the vial to <br /> the 30 milliliter mark , leaving approximately a 15 milliliter <br /> headspace , and was capped with a flexible teflon-lined <br /> septum. The vial s,as agitated , and a headspace vapor sample <br /> was extracted from the vial , utilizing a gastight syringe <br /> through the septum of the vial . <br />
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