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ARCHIVED REPORTS_XR0006788
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0508124
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ARCHIVED REPORTS_XR0006788
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Last modified
7/27/2020 3:23:13 PM
Creation date
7/27/2020 2:24:58 PM
Metadata
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Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0006788
RECORD_ID
PR0508124
PE
2950
FACILITY_ID
FA0007949
FACILITY_NAME
7 ELEVEN #21756
STREET_NUMBER
853
Direction
E
STREET_NAME
YOSEMITE
STREET_TYPE
AVE
City
MANTECA
Zip
95336
APN
22332015
CURRENT_STATUS
01
SITE_LOCATION
853 E YOSEMITE AVE
P_LOCATION
04
P_DISTRICT
003
QC Status
Approved
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Additional Site Assessment and Sod Vapor Extraction Test Second Quarter 2002 Groundwater Monitoring Data 2 <br /> 7-Eleven, Inc, Store 21756,853 E Yosemite Avenue, Manteca California August 5,2002 <br /> I <br /> ' On December 20, 1999, three groundwater monitoring wells (MW-1 to MW-3)were Installed to depths of <br /> 25 feet bg, and screened from 10 to 25 feet bg (IT Corporation, February 2000) Soil samples were <br /> collected from each borehole from depths of 5 feet bg to total depth Soil benzene and TPH-G were not <br /> detected Soil MTBE was found only in one location (GP-4) at a concentration of 0 167 mg/kg Initial <br /> groundwater analytical data indicated dissolved concentrations of benzene (up to 0 32 ug/L), TPH-G (up <br /> to 55 ug/L), MTBE (up to 230 ug/L), and TBA(3,710 ug/L) <br /> I <br /> At the request of the SJCPHS, a workplan for additional site assessment and feasibility testing (IT <br /> Corporation, October 2001) was submitted for review and approved <br /> I <br /> 30 GEOLOGY AND HYDROGEOLOGY <br /> The shallow stratigraphy in the study area consists of Quarternary alluvium Materials underlying the site <br /> (Appendix A) consist largely of fine-to medium-grained sand to maximum exploration depths of 40 feet bg, <br /> interbedded from about 13 to 24 feet bg with clayey silt and silty clay <br /> Depth to groundwater is encountered during drilling at about 16 to 19 feet bg During the current sampling <br /> ' event, equilibrated depth to groundwater ranged from 17 12 to 20 57 feet below top of casing (TOC) <br /> Historic groundwater flow is to the northwest at a hydraulic gradient of about 0 002 foot per foot <br /> 40 SENSITIVE RECEPTORS <br /> ' A well search for public water supply wells located within one mile of the site (IT Corporation, 1999) <br /> indicates that the nearest well is an active municipal well located 1,987 feet downgradient of the site The <br /> well is reported to be 155 feet deep, with top of screen at approximately 65 feet bg The site is therefore <br /> ' considered to be of relatively low risk to sensitive receptors <br /> 50 ASSESSMENT WORK <br /> 51 Perm ittinglSite-Specific Health and Safety Plan <br /> ' Permits for the groundwater monitoring wells were obtained from the appropriate agencies The existing <br /> site-specific Health and Safety Plan was updated as applicable for the recent scope of work The Health <br /> ' and Safety Plan was initially prepared for the site as required by the Occupational Safety and Health <br /> Administration (OSHA) Standard"Hazardous Waste Operations and Emergency Response" guidelines <br /> (29 CFR 1910 120) The document was reviewed and signed by all Shaw personnel and direct-bill <br /> subcontractors prior to commencement of work at the site <br /> ' 21756SAR doc <br />
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