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ARCHIVED REPORTS XR0010107
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0544793
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ARCHIVED REPORTS XR0010107
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Last modified
11/19/2024 10:19:04 AM
Creation date
9/3/2019 1:43:45 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0010107
RECORD_ID
PR0544793
PE
3528
FACILITY_ID
FA0006237
FACILITY_NAME
HONEST AUTO SALE AND REPAIR
STREET_NUMBER
595
Direction
E
STREET_NAME
ELEVENTH
STREET_TYPE
ST
City
TRACY
Zip
95376
APN
23337004
CURRENT_STATUS
02
SITE_LOCATION
595 E ELEVENTH ST
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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ti <br /> E ARemediat' isk Management, Inc. <br /> f,i t Ji cL 1 f �� , if <br /> February 8, 1991 ' a }_ vjc <br /> Santa Cruz Office <br /> MAR - �, 44 PO Box 1362 <br /> Aptos, CA 95001 <br /> Mr Laurence Paradis Tel (408)662-9411 <br /> Miller, Starr, and Regalia Fax (408)684-2454 <br /> One Kaiser Plaza, Suite 1600 <br /> Oakland, CA 94612 <br /> SUBJECT Quarterly Groundwater Sampling Report for the Subject Site Located at 595 East <br /> 11th Street in Tracy,San Joaquin County,California. <br /> Dear Mr Paradis <br /> Remediation Risk Management, Inc (RRM) is pleased to submit the following report presenting the <br /> procedures and findings of the second Quarterly Groundwater Sampling Event which took place on <br /> January 4, 1994 This sampling event marks the second of four quarterly events to be conducted at the <br /> subject site over the next year The work was conducted for Miller, Starr& Regalia, A Professional Law <br /> Corporation, and their client, Mr Jade Vaughn,who owns the above referenced subject site <br /> SITE BACKGROUND <br /> The subject site is located at 595 East 11th Street in Tracy, San Joaquin County, California The site <br /> encompasses a muffler repair shop(Ed's Muffler Shop), welding shop, and residential trailer park There <br /> is also evidence of a large diameter underground cement rasing, visible within the east end of the former <br /> underground storage tank excavation pit, which appears to run from north to south Figure 1, shows the <br /> general location of the subject site <br /> In January 1990, four underground storage tanks were excavated and removed from the site at Ed's <br /> Muffler Shop The tank system consisted of an 8,000-gallon capacity tank used to store regular leaded <br /> gasoline, 7,500-gallon capacity tank used to store regular unleaded gasoline, and two 4,000-gallon <br /> capacity tanks each used for premium unleaded gasoline In addition,a waste oil tank was reportedly also <br /> removed at the time Figure 2, presents the location of the former USTs and pump dispenser islands <br /> During UST removal soils were sampled from beneath each end of each tank and from beneath the piping <br /> at the pump dispenser islands In addition, a sample was taken of the water which accumulated in the <br /> UST excavation. Laboratory analyses results of the samples indicated that the soils around the former <br /> USTs were impacted with petroleum's hydrocarbon products <br /> In January 1992, a soil gas survey was performed to test soil vapor for total volatile hydrocarbon (TVH) <br /> concentrations A total of 17 temporary vapor probes were installed to approximately I 1-feet below grade <br /> Results of the soil gas survey indicated TVH concentrations of up to 32,000 parts per million (ppm) near <br /> to and north of the former UST locations <br /> In March 1992, three groundwater monitor wells, designated MW-i through MW-3, were installed at the <br /> site Figure 2 shows the locations of the monitor wells Each well was sampled for total petroleum <br /> hydrocarbons as gasoline (TPHg) and for benzene, toluene, ethyl-benzene, and total Kylenes (BTEX) <br /> Laboratory analyses results of the samples showed that TPHg concentrations of 14 1 and 2 6 ppm and <br /> 13TEX compounds were found at wells MW-2 and MW-3, respectively March 1992 laboratory results are _ <br /> summani-ed in Table 1 The average depth to groundwater was reported to be approximately 8-feet below <br /> surface grade with an inferred groundwater flow direction to the north-west with a gradient of <br />
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