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ARCHIVED REPORTS_XR0009565
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0542235
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ARCHIVED REPORTS_XR0009565
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Last modified
5/4/2020 2:59:37 PM
Creation date
5/4/2020 2:33:43 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009565
RECORD_ID
PR0542235
PE
2960
FACILITY_ID
FA0024262
FACILITY_NAME
CANEPA CAR WASH
STREET_NUMBER
248
Direction
E
STREET_NAME
PARK
STREET_TYPE
ST
City
STOCKTON
Zip
95202
APN
13906035
CURRENT_STATUS
01
SITE_LOCATION
248 E PARK ST
P_LOCATION
01
QC Status
Approved
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EHD - Public
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SITE BACKGROUND <br />• CANEPA'S CAR WASH, PARK STREET <br /> The Site is located in the downtown business district of Stockton, <br /> lon leadedne and one 1lon 5 Q00--ga lon <br /> gasoline underground storage tank {UST), one 5,000 g g <br /> diesel fuel UST were removed from the Site in 1990 Aon from approximately matelyEnvironmentalccording to WHF Consultants, <br /> 16 feet below the ground <br /> (WHF), soil samples collected from the UST exwe S <br /> surface (bgs)contained elevated concentrations of gasoline n monitor wellsasoline cons I unt aBe aro d t Sit1993 interval and March 1994, WHF installed six soil borings and seven <br /> Three of the monitor wells (MW-1, MW-2, and MW we eecarconstructed <br /> otructedtwit�a screened ith a screened <br /> fron�40�o <br /> to 65 feet bgs Monitor wells MW-4 through MW-7 <br /> 60 feet bgs <br /> Beginning in April 1997, Condor implemented a quarterly groundwater monitoring program at the Site <br /> Following the July 1998 quarterly groundwater monSJCEHD)ring event, <br /> reqMr <br /> sted the Rowe,tallation of addbanal <br /> Joaquin County Environmental Health Department were <br /> monitor wells The tops of the screened Intervals monitor is through 7maed <br /> oundwater table during the period study Condor prepared a work plan d <br /> below the gr <br /> l monitor wells <br /> ough <br /> November 17, 1998, for the installation of four ffreitWon of the SJCEHD requested ed hat ar additional <br /> letter dated September 7, 2001, however, Mr J y 8 groundwater <br /> work plan be submitted by Octobetr Oof so 001 contaLamination at the Site andfine the lateral vertical <br /> Wong lal of requested submittal <br /> contamination and the vertical erten <br /> 10, 2001 In <br /> of a Sensitive Receptor Survey Report fora 2n0odotheradius <br /> T'ijork Pian for Addtteona Soil andrGroundwater <br /> response to Mr Wang's request, Condor sub <br /> Investagataon, dated October 17, 2001 The <br /> ocontamlan ination adtion anded laps stun the siting of additional <br /> • osed direct push b rings <br /> intended to investigate the lateral and vertical extent <br /> monitor wells in a subsequent phase of work, if 2eec necessary Mr Wong subsequently approved the work <br /> plan,with modifications, in a letter dated October <br /> 9, 2001 <br /> Site investigation activities pursuant to the abovea described <br /> �reseri ed m Condor'ork plan were s Additional Soil and <br /> rmed from March 25 <br /> through March 28, 2002, details of the investigation p <br /> Groundwater Investigation Report, dated May 8, 2002 Investigation activities included the installation`inof <br /> two Cone Penetrometer test (CPT) borings, one soil <br /> o indicated that relate eldyirect push elevated concentrations <br /> borings Laboratory analytical results of the soilsamples <br /> of gasoline constituents were present down toithc nstpuez�ts pre detected ited n 82 feet <br /> ted at <br /> However, the lowest concentrations of gasoline <br /> l tertiary <br /> feet bgs, indicating the potential for some a <br /> bove the laboratory reported detection limit enuation of concentrations at that iin anyyaf the soil <br /> butyl ether (MTBE) was not detected a <br /> samples In addition, laboratory analytical results on� thntgroundwater oundwatep phase with proximal to the d fficulty, <br /> soil samples indicated that the gasoline wasp g <br /> probably as a result of the relatively fine-grained soil texture <br /> The laboratory analytical results of the hydropunch groundwater samples indicated that relatively elevated <br /> concentrations of gasoline constituents Were p�esent at depths <br /> formeroUSTs Ththe e es uts asle sociated th w th <br /> al <br /> ( CPTI) to and down gradient (CPT2) from the <br /> 1catiozi ofthe <br /> ons <br /> CPT1 indicated an increasing trende bgof s, µglLen he deepest sdample col ect d at 119 to 23pth with benzene if et <br /> ranging from 65 µg11-µg11- at 79 to 83 f g , to <br /> bgs As opposed to CPTI, the results associated with CPT2 indicated a trend of decreasing groundwater <br />
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