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ARCHIVED REPORTS_XR0005758 CASE 2
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ARCHIVED REPORTS_XR0005758 CASE 2
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Last modified
9/24/2020 1:20:38 AM
Creation date
8/6/2020 11:32:28 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0005758 CASE 2
RECORD_ID
PR0545951
PE
3528
FACILITY_ID
FA0003612
FACILITY_NAME
Yosemite Avenue Arco AmPm
STREET_NUMBER
1711
Direction
E
STREET_NAME
YOSEMITE
STREET_TYPE
Ave
City
Manteca
Zip
95336
CURRENT_STATUS
02
SITE_LOCATION
1711 E Yosemite Ave
P_LOCATION
04
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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IAtlantic Richfield Company 2 <br /> ARCO 6020 1711 Yosemite Avenue Manteca CA A n] 12,2001 <br /> are labeled T-1, T-2, and T-3 on Figure 2 Sampling activities associated with removal <br /> of the USTs and product lines at the site revealed the presence of petroleum hydrocarbon <br /> impacted soil and groundwater in the vicinity of the USTs TPHg and MtBE were <br /> reported at maximum concentrations of 1,430 mg/kg and 20 8 mg/kg, respectively, in <br /> soil samples collected after over-excavation was performed Additionally, three <br /> groundwater"grab" samples collected from the within the UST cavity were reported to <br /> contain MtBE at concentrations ranging from 180 micrograms per liter (gg/L)to 310 <br /> µg/L The IT Corporation installed two new gasoline USTs in August of 2000, as shown <br /> on Figure 2 <br /> ASSESSMENT ACTICITIES AND FINDINGS <br /> From January 30 to 31 2001 6 four-inch groundwater monitoring wells MW-5 MW-6 <br />' MW-7, MW-8, MW-9, and MW-10) were completed by West Hazmat Drilling of <br /> Rancho Cordova, California under the direction of SECOR Monitoring wells were set <br /> at approximately 35 feet bgs, and screened from approximately 10 feet to 35 feet bgs <br /> I Boring logs showing well completion details are included as Attachment B The <br /> findings of this assessment are discussed below <br />' Subsurface Conditions. <br /> i <br /> The subsurface materials encountered consisted primarily of silty to gravelly sand, with <br /> silt and clay strata encountered at varying depths between fifteen and thirty five feet <br /> below ground surface Groundwater was encountered between 21 feet bgs and 25 feet <br /> bgs,dust after construction and stabilized between 19 5 feet bgs and 23 feet bgs in the <br />' monitoring wells The groundwater was encountered in silty sand to silt Boring Logs <br /> are presented as Attachment B <br />' Soil Sampling and Analysis <br /> Soil samples were collected at 5-foot intervals using a split spoon sampler Selected <br /> samples were analyzed for TPHg by EPA Method 8015, benzene, toluene, ethylbenzene, <br />' and xylenes (BTEX), and fuel oxygenates including methyl tertiary butyl ether (MtBE), <br /> tertiary amyl methyl ether(TAME), di isopropyl ether (D1PE), ethyl tertiary butyl ether <br />' (EtBE), tertiary butyl alcohol (TBA), ethylene dibromide (EDB), and 1,2-dichloroethane <br /> (1,2 DCA) by EPA Method 8260 <br /> MtBE was reported in three soil samples (MW-6 @ 25', MW-6C&30', and MW-7q35') at <br />' concentrations of 0 657 mg/kg, 0 533 mg/kg, and 0 109 mg/kg, respectively Benzene <br /> was reported in one soil sample (MW-9@30') at a concentration of 0 00978 mg/kg All <br />' other analytes were reported below laboratory detection limits Soil analytical results are <br /> presented in Table 1 Field and laboratory procedures are presented as Attachment C <br /> Certified analytical reports and chain-of-custody documentation are presented as <br /> Attachment D <br /> 6,1 <br />' 077 42070 330[Well Install report-6020 doc <br />
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