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ARCHIVED REPORTS_XR0003165
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ARCHIVED REPORTS_XR0003165
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Last modified
2/6/2020 9:18:56 AM
Creation date
2/6/2020 8:20:15 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003165
RECORD_ID
PR0522087
PE
2960
FACILITY_ID
FA0015049
FACILITY_NAME
UNIFIRST CORP
STREET_NUMBER
819
Direction
N
STREET_NAME
HUNTER
City
STOCKTON
Zip
95202
CURRENT_STATUS
01
SITE_LOCATION
819 N HUNTER
P_LOCATION
01
QC Status
Approved
Scanner
SJGOV\sballwahn
Tags
EHD - Public
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' FEC S 1462 01 UnIF]rst Stockton _ SentembU 24.2004 <br /> 3.2.3 Subsurface Investigation <br /> On November 10, 2003 and November 11, 2003, nine borings (131-139) were advanced in the <br /> ' northwest corner of the construction area using a truck-mounted hydraulic-powered direct push <br /> drill rig(Geoprobe) The locations of the borings are shown on Figure 3 Drilling was conducted <br /> by Jet Drilling, Inc (Jet) of Signal Hill, California under the supervision of EEC The nine <br /> ' borings were drilled to evaluate the lateral and vertical extent of TPH and VOC impacted soil <br /> encountered during site redevelopment activities <br /> Soils encountered during the Geoprobe investigation consisted of brown to dark brown, dense <br /> silt, sand and clay Soil samples were collected at five-foot intervals to depths ranging from 10 to <br /> 25 feet bgs Earth materials encountered during drilling were logged by an EEC field geologist <br /> using the Unified Soil Classification System (USCS) Field work was performed under the <br /> direction of a California Registered Geologist <br /> Soil samples were collected by advancing the Geoprobe boring to a point immediately above the <br /> sample depth With the use of a percussion hammer, a 1 75-inch diameter sampler outfitted with <br /> a 1-inch diameter clear acetate sleeve was driven approximately 12-inches into undisturbed soil <br /> Following sample retrieval, the lowermost intact portion of the sleeve was cut, covered with a <br /> Teflon sheet and sealed with a plastic end cap Samples were labeled, sealed in a Zip-loch bag <br /> and placed into a chilled cooler The collected soil samples were transferred to CLS laboratory <br /> under proper Chain-of-Custody protocol for analyses A total of 26 soil samples were selected <br /> for laboratory analysis Each sample was analyzed for TPH full range scan by EPA Method 8015 <br /> and for VOCs by EPA Method 8260 <br /> 3.14 Geoprobe Sampling Results <br /> TPH and/or VOC constituents were detected in the majority of the samples analyzed Laboratory <br /> ' results are summarized in Table 2 and described below A complete copy of the laboratory data <br /> is included in Appendix B <br /> Results of the geoprobe sampling indicate the following <br /> + TPH in the motor oil range was detected at relatively low concentrations ranging from <br /> ' non detect(<1 0 ppm)to 14 ppm, <br /> No TPH was detected in the gasoline or diesel range, <br /> 1 . Ethylbenzene was detected at concentrations ranging from non detect (<5 0 ppb) to 9 8 <br /> ppb, <br /> ' • PCE was found at concentrations ranging from non detect(<5 0 ppb)to 73 ppb, <br /> • Total xylenes were found at concentration ranging from non detect (<5 0 ppb)to 77 ppb, <br /> I • No other VOC constituents were detected <br /> 5 <br />
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