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Last modified
2/14/2019 12:48:06 PM
Creation date
2/14/2019 10:38:15 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
FIELD DOCUMENTS
RECORD_ID
PR0523718
PE
2950
FACILITY_ID
FA0015997
FACILITY_NAME
SJ REGIONAL TRANSIT
STREET_NUMBER
0
STREET_NAME
CHANNEL
STREET_TYPE
ST
City
STOCKTON
Zip
95205
CURRENT_STATUS
01
SITE_LOCATION
0 CHANNEL ST
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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k'q KLEINFELDER <br /> 1 <br /> FIELD ACTIVITIES <br /> ' Mr. Chris DeKorver Staff <br /> Geologist for Klemfelder visited the site on November 30, 2004 to <br /> ' observe excavation activities and conduct soil sampling in the northwest corner of the site. Upon <br /> arrival at the site, the area where the soil odor was previously noted, had apparently been <br /> backfilled. The initial area was re-located by F&H Construction (on-site subcontractor familiar <br /> ' with the original area). The excavator and operator were provided by F&H Construction and/or <br /> their subcontractors. <br /> ' Soil Samulin2 <br /> A shallow excavation, including three deeper test pits, was excavated. The soil generated was <br /> stockpiled adjacent east and south of the excavation. The shallow excavation was approximately <br /> 20 feet wide by 40 feet long, a maximum of about 2 feet deep and sloped along the edges. <br /> During excavation activities, intermittent areas of soil discoloration and petroleum like odor <br /> ' were noted. There did not appear to be a single significant source area for the discolored soil and <br /> odor. Based on field observations it appeared that the shallow excavation had removed the <br /> discolored soil with a petroleum like-odor. Four shallow confirmation soil samples were <br /> ' collected in the base of this shallow excavation, each approximately 2 feet below surface grade <br /> (bsg). These confirmation soil samples were labeled CTDIS, CI, C2 and C3. <br /> ' A pre-cleaned stainless steel hand auger was used to advance a small hole approximately 2 <br /> inches in depth prior to collecting each of these shallow discrete confirmation soil samples. The <br /> soil samples were collected using a pre-cleaned stainless steel sampler attached to a slide <br /> ' hammer. <br /> Because of the potential for underground storage tanks associated with the former gas station <br /> (potentially generating contamination at deeper depths), three test pits (TPI, TP-2 and TP3) were <br /> additionally excavated within this shallow excavation. TPI, TP2 and TP3 were excavated an <br /> additional 4, 4 and 6 feet in depth respectively. A single soil sample was collected at the base of <br /> each test pit. For safety purposes the soil samples collected at deeper depths from the test pits <br /> were collected directly from soil i n the bucket o f the excavator at surface grade. These soil <br /> samples were collected by pushing a cleaned stainless steel tube directly into soil near the teeth <br /> ' of the excavator bucket. <br /> Trace to minor debris was noted in the shallow excavation and test pits from approximately 2 to <br /> 5 feet below ground surface grade. The debris consisted of primarily bricks and few bottles. <br /> The soil noted in the excavation was primarily a black silty clay. The discolored soil was noted <br /> as an olive green to gray color. <br /> ' Four discrete soil samples were collected from each of the two <br /> stockpiles generated. The soil <br /> p <br /> samples were collected using the same methodology as the shallow excavation. The soil samples <br /> were collected at depths ranging from 6 inches to 3 feet beneath the surface or sides of each <br /> stockpile. <br /> 51726/STO5RI571DH:Iv Page 2 of 7 <br /> 2005,Kleinfelder, Inc. February 8,2005 <br />
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