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SITE HISTORY_CASE 1
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SITE HISTORY_CASE 1
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Last modified
5/12/2020 3:16:07 PM
Creation date
5/12/2020 1:57:43 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE HISTORY
FileName_PostFix
CASE 1
RECORD_ID
PR0545660
PE
3528
FACILITY_ID
FA0003909
FACILITY_NAME
PORT OF STOCKTON
STREET_NUMBER
2201
Direction
W
STREET_NAME
WASHINGTON
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
14503001
CURRENT_STATUS
02
SITE_LOCATION
2201 W WASHINGTON ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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"FEB-10-2003 '1b.45 '` �t; ' �tJMATRIX`FRESNO s } 559 2b4.'743E P.Q1/06 <br /> Ziis <br /> 2444 Maim Etre at, 5uiue 21.5 ° <br /> GEommmix <br /> Fre9no, CA 93721 - � °; - � . <br /> 05593 264.2538 ■ FAX 05523 284-7431 <br /> February 10, 2003 <br /> Project No. 6437 e <br /> VIA FACSIMILE: (209) 468-3433; <br /> i' <br /> Mr. Michael J. Iizfurna,f Jr. <br /> San Joaquin County finvitonmental Health Department <br /> 304 East Weber Street,'Third Floor f' <br /> Stockton, California 05202 <br /> Subject: Project Update Summary <br /> UST Site No. 3 i <br /> Port Road 14 and G, Port of Stockton <br /> Dear Mr. Infuma: ; <br /> Geomatrix Consultants,Inc. (Geomatrix), conducted an additional field assessment on behalf <br /> of the Port of Stockton at UST Site No. 3 on January 28, 2003. This work was conducted <br /> based on the "Work Plan for Additional Assessment and Remediation Evaluation of <br /> Petroleum Hydrocarbons in Groundwater"dated October 2002, and a letter from the San ; <br /> Joaquin Environmental Health Department dated October 22, 2002. <br /> Soil core samples and a grab groundwater sample were collected at a location near B3-5. j <br /> Dual-wall (double core-barrel), dual-hole, direct-push method was used to advance the'boring.li- r : <br /> The first borehole was used for continuous soil coring to about 49 feetbelow ground surface <br /> (bgs). The second borehole was used for discrete-depth grab groundwater sampling. For the <br /> second borehole, the outer core-barrel was advanced to about 38 feet bgs, with sail cores <br /> removed; a groundwater sampler was then advanced to about 44 feet bgs with the screen <br /> interval exposed from 40 to 44 feet bgs for collecting a grab groundwater sample. <br /> Soil samples were examined for petroleum hydrocarbon(PHC) oder and Field-screened for <br /> total volatile organic compound (VOC) concentrations using a photoionization detector(PID). <br /> Neither PHC odor nor VOCs were detected in the soil core samples collected from 0 to 8 feet <br /> bgs. Slight PHC odor and PID readings up to 18 parts per million by volume (ppmv) were <br /> detected in the soil core samples collected from 8 to 12 feet bgs. Relatively strong PHC oder .. <br /> and PID readings of 122 to 309 ppmv were detected in the soil core samples collected from 16 <br /> to 24 feet bgs. Slight PHC odor and PID readings up to 8 ppmv were detected in the soil core '° ; <br /> samples collected from 26 to 36 feet bgs, No PHC odor or VOCs were detected in the soil <br /> core samples collected from 37 to 49 feet bgs. <br /> The grab groundwater sample collected from 40 to 44 feet bgs was analyzed for <br /> 1,2-dichloroethane (12DCA), 13TPX (benzene, toluene, ethylbenzene, and xylenes), and , <br /> y' <br /> oxygenates MTBE diiso ro 1 ether DIPS 'eth 1 tart butyl ether, and tart amyl methyl <br /> Yg � p PY [ 1, Y Y Y <br /> ether) using U.S. Environmental .Prutection Agency (EPA) Method 8260,TPHg using E <br /> Gsonnotrix Consultants, 'Inc. <br /> Engineer, aeologists, and Environmental Scientists <br /> 4 <br /> . 1:1EROyEG'116000s�C,437.000If'ax&L•etterslproject iipdaRe 2.10.03.dnr _ r 'i ,� F'-'e - r. <br />
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