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ARCHIVED REPORTS XR0012540
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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3500 - Local Oversight Program
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PR0543389
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ARCHIVED REPORTS XR0012540
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Last modified
11/1/2018 7:40:55 PM
Creation date
11/1/2018 11:13:02 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS XR0012540
FileName_PostFix
XR0012540
RECORD_ID
PR0543389
PE
3528
FACILITY_ID
FA0004512
FACILITY_NAME
MAJOR STATIONS
STREET_NUMBER
1235
Direction
E
STREET_NAME
ALPINE
STREET_TYPE
AVE
City
STOCKTON
Zip
95204
APN
11533055
CURRENT_STATUS
02
SITE_LOCATION
1235 E ALPINE AVE
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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EHD - Public
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� ,��.'•�".,, �r'- �. L� f ,40�'�� �s'¢7"` � �v° p �r ���' -�` Y"�, 4u?.' max' ,_M , ' <br /> ;" "' _ 9�'� "sFt l �k' f4 �� As ;P` yt�:•?''7:!s ��*v. ui� �"�.. } r,C.�� '. t��w s ;�: <br /> J <br /> Woodward-Clyde Consuftants <br /> 2.0 <br /> FIELD INVESTIGATION <br /> y <br /> ^� The following sections describe WCC field investigation activities beginning August 12, 1991 <br /> and ending on August 20, 1991. The field investigation was completed in two phases: the <br /> �. subsurface soil investigation and the groundwater inve`igation. The subsurface soil <br /> investigatiOn was conducted from August 12, 1991 to August 15, 1991,and the groundwater <br /> investigation was conducted on August 20, 1991. <br /> 2.1 SOIL INVESTIGATION <br /> Three borings were advanced around the gasoline tank excavatio, with a truck mounted <br /> Mobile Drill model B-61 equipped with hollow stem augers (Figure 2). The borings were. <br /> - �.. advanced to 90 feet (14 feet below the groundwater surface). Soil samples were collected <br /> every five feet with a two-inch diameter California, modified sampler fitted with thin walled <br /> brass tubes. To collect each soil sample, the a-ugets were advanced to the desired depth,tine <br /> drilling assembly was removed from the augers, and the sampling assembly was lowered <br /> through the center of the augers. The sampling assembly was driven IS inches into the soil <br /> (I2 inches when the resistance was high). The number,of blows required to advance the <br /> r� <br /> sampler every six inches vrac counted and recorded for each sample in order to estimate the <br /> y consistency or density.tit the soil. After the sampling assembly Was driven the prescribed <br /> distance,it was rennoved from the augers. The sampler was opened and the brass tubes were <br /> removed fro,i the sampler. The soil was extracted from the tube above the bottom tube and <br /> was ermined and classified by a geologist according to the Unified Soil Classification <br /> - System. The sample was placed in a resealable plastic bag for approximately five minutes <br /> 4 and the :headspace was measured for volatile organic compounds (VOC) using a <br /> photoionizatiou m.efer(Hnu). The results were recorded in lite field notes. The bottom tube <br /> was prepared for laboratory anzlysis. The ends of the brass tube were covered with <br /> aluminun foil,ten with plastic caps `'.':Che tube was labeled with-Vie following information: <br /> sample identification(boring numberand depth of sample),date sampled,and time sampled. <br /> The tube wrs placed in a resealable plastic bag, then placed in an ice chest filled with ice <br /> for storage until the samples could be transported m the analytical laboratory. Prior to <br /> sampling, the sampling assembly was cleai,ed by scrubbing witl': a solution of alcenox and: <br /> 91COMAJWUORMARTMP 10-W-911F71ZT1,11l 2111 <br /> • �. , <br />
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