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ARCHIVED REPORTS_XR0004831
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0505329
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ARCHIVED REPORTS_XR0004831
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Entry Properties
Last modified
3/4/2020 9:00:28 AM
Creation date
3/4/2020 8:40:29 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004831
RECORD_ID
PR0505329
PE
2950
FACILITY_ID
FA0006715
FACILITY_NAME
TRACY COLD STORAGE INC
STREET_NUMBER
24500
Direction
S
STREET_NAME
MACARTHUR
STREET_TYPE
DR
City
TRACY
Zip
953780420
APN
25024001
CURRENT_STATUS
02
SITE_LOCATION
24500 S MACARTHUR DR
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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locations All overhead utilities or other obstructions were noted and referred to the <br /> driller prior to rig setup on any boring location <br /> ' 3.2 MonitoringWell Installation <br /> a anon <br /> AGS installed three ground water monitoring wells to determine the lateral and vertical <br /> extent of ground water contamination caused by the release of petroleum hydrocarbons at <br /> the site The following sections describe the installation, sampling and analysis <br /> performed for each monitoring well <br /> ' 3.2.1 Monitoring Well Installation and Soil Sampling <br /> Each monitoring well borehole was advanced using a hollow stem drill rig with a <br /> ' minimum outside hole diameter of eight inches to a depth of not more than 10 feet below <br /> first encountered ground water, with the exception of monitoring well MW-9 The <br /> borehole for MW-9 was advanced to a total depth of 45 feet below grade to determine <br /> ' potential vertical migration of contaminants <br /> During drilling, soil samples were collected in a 2-inch diameter California modified <br /> ' split-spoon sampler at intervals of not more than five feet The sampler was driven in <br /> advance of the augers to collect relatively undisturbed soil samples for possible analysis <br /> The sampler was driven into the soil 18 inches at each selected sampling interval by <br /> allowing a 140 pound hammer to Fall approximately 30 inches <br /> Split spoon samples were collected in clean brass or stainless steel sampling tubes After <br /> r retrieval, the ends of the tubes were covered with Teflon tape and sealed with PVC end <br /> caps to inhibit the escape of volatile compounds Each sample was then placed into a <br /> ' cooler chilled to 4° Celsius for transport to the analytical laboratory All sample <br /> information was recorded on boring log forms contained in Appendix A <br /> ' Soil samples collected from the split spoon sampler were screened by the site geologist <br /> using a headspace analysis technique One brass sleeve was extruded into a clean plastic <br /> zip lock-type bag A photoionization detector (PID) was then used to analyze the <br /> headspace of the samples after they had been allowed to warm in the sun for at least <br /> fifteen minutes Each headspace reading was entered on the appropriate boring log The <br /> ' results of the screening were used for selection of one representative sample from each <br /> soil boring for laboratory analysis. <br /> All soil samples were described in the field by the site geologist Field observations <br /> noting sediment type, color, grain size, sorting, hardness, texture, clay content, moisture <br /> content, visible evidence of contamination, odor, or any other information important to <br /> f1 the investigation were recorded in the field on appropriate log form by the site geologist <br /> American Geological Services, Inc <br /> CA95DE-029 <br /> 6 <br />
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