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PR0545195
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Entry Properties
Last modified
1/23/2020 11:57:15 AM
Creation date
1/23/2020 11:44:38 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0545195
PE
3528
FACILITY_ID
FA0002915
FACILITY_NAME
TRACY MARKET INC
STREET_NUMBER
15
Direction
E
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
21435004
CURRENT_STATUS
02
SITE_LOCATION
15 E GRANT LINE RD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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2 �� Cardno® <br /> Well Destruction Report ATC <br /> Former Cheaper Store No.37 Shaping the Future <br /> December 12,2013 <br /> contain detectable concentrations of petroleum hydrocarbons. A sensitive receptor survey was conducted within a <br /> 2,000-foot radius of the site. <br /> Groundwater monitoring well (MW-4)was installed north of the former USTs on April 19, 1988. <br /> In late April 1988, the open excavation associated with the former USTs was expanded by excavating petroleum- <br /> impacted soils above the groundwater. An additional 350 to 400 cubic yards of soil were removed from the former <br /> UST excavation between April 25 and 28, 1988. The results of the laboratory analyses of the soil samples <br /> collected from the sidewalls of the enlarged excavation indicated that low concentrations of petroleum <br /> hydrocarbons remained in the soils at the south and southeastern portion of the excavation. <br /> Free floating product was measured in well MW-4 by Parker Environmental Services (PES) during September <br /> 1992. A passive, selective membrane skimmer to recover the floating product was installed in MW-4 on February <br /> 11, 1993. <br /> Soil borings BH-1 through BH-7 were advanced at the site to depths of approximately six to seven feet bgs on <br /> February 26, 1993. Soil borings B-8 through B-21 were advanced and four additional groundwater monitoring wells <br /> (MW-5 through MW-8)were installed at the site to evaluate the lateral extent of impacted groundwater between <br /> July and October 1995. <br /> In a letter dated April 11, 2002, the EHD indicated that up-gradient groundwater monitoring wells MW-2 and MW-3 <br /> could be reduced to annual groundwater monitoring and that the lateral and vertical extent of soil contamination <br /> remained undefined. <br /> On September 11 and 12, 2003, a 500-gallon UST that had contained used oil was excavated and removed from <br /> the site by Walton Engineering, Inc. Petroleum hydrocarbons and metals were detected in a soil sample collected <br /> at the base of the UST from a depth of approximately seven feet bgs. Refer to Grayland Environmental's <br /> Underground Storage Tank and Fuel Dispenser Removal Report, dated October 16, 2003, for more information. <br /> On October 14, 2004, two cone penetration testing (CPT) borings were advanced at the site to depths of <br /> approximately 80 feet bgs to evaluate the vertical extent of groundwater beneath the site. Petroleum hydrocarbons <br /> and MTBE was detected in the soil and groundwater samples collected from the CPT boring locations. <br /> In August 2008, a sensitive receptor report was completed by ATC. In this report, ATC concluded that sensitive <br /> receptors located east and south of the site were not generally at risk and that the water supply wells observed in <br /> the vicinity of the site were judged not likely to be impaired based on proximity to the site. This report also <br /> concluded that the contaminant plume had not yet been fully defined to the north in the shallow water-bearing zone. <br /> In a letter dated June 22, 2009, the EHD directed that reduced groundwater monitoring be implemented at the site <br /> in response to the adoption of Resolution No. 2009-0042 by the State Water Resources Control Board (SWRCB). <br /> They directed the collection and sampling of groundwater samples from wells MW-1, MW-4, MW-5, and MW-8 be <br /> conducted semi-annually and from all other wells at the site biennially.Additionally, the EHD granted ATC's request <br /> to discontinue analyzing groundwater samples collected from the site for di-isopropyl ether(DIPE), ethyl tertiary- <br /> butyl ether(ETBE), 1,2-dichloroethane(1,2-DCA), and 1,2-dibromoethane(EDB). <br /> On January 22, 2010, a soil boring (SB-6)was advanced to the first encountered groundwater to evaluate the <br /> lateral extent of the impacted groundwater northwest of the source area. Two discrete grab groundwater samples <br /> (HP-1 and HP-2)were collected using a hydropunch sampling tool in the vicinity of CPT-2. HP-1 was advanced to <br /> an approximate depth of 45 feet bgs and HP-2 was advanced to an approximate depth of 70 feet bgs. MTBE was <br /> the only analyte of interest detected in the groundwater sample collected from SB-6. None of the analytes of <br /> interest were detected in the groundwater samples collected from HP-1 and HP-2. <br /> www.cardnoatc.com <br />
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