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ARCHIVED REPORTS_XR0002185
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545207
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ARCHIVED REPORTS_XR0002185
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Last modified
1/27/2020 4:05:29 PM
Creation date
1/27/2020 3:51:48 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002185
RECORD_ID
PR0545207
PE
3528
FACILITY_ID
FA0007735
FACILITY_NAME
7-ELEVEN INC #32262
STREET_NUMBER
2360
Direction
W
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95376
APN
23819001
CURRENT_STATUS
02
SITE_LOCATION
2360 W GRANT LINE RD
P_LOCATION
03
P_DISTRICT
005
QC Status
Approved
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EHD - Public
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S [E cC0 R <br /> 7-Eleven Store #32262 <br /> Work Plan for Additional Site Assessment and Interim Remediation <br /> March 19, 2004 <br /> Page 4 <br /> Grant Line Food and Gas Site, the groundwater flow direction at the site has been to the north- <br /> northwest for ten of twelve monitoring events <br /> Distribution of Dissolved MtBE <br /> Dissolved MtBE concentrations in the former Grant Line Food and Gas, Shell, and 7-Eleven site <br /> wells were plotted to show the extent of dissolved MtBE at the three sites The 5 ug/L MtBE <br /> isoconcentration contour presented on Figure 5 extends from the source area across Grant Line <br /> Road to the north northeast Based on the presence of low to moderate concentrations of MtBE in <br /> MW-6(V) and MW-4(S), the downgradient extent of the dissolved MtBE plume has not been defined <br /> SCOPE OF WORK <br /> Additional Assessment <br /> In order to further define the lateral limits of dissolved MtBE, SECOR recommends installation of <br /> three shallow groundwater monitoring wells <br /> • MW-7 to define the western edge of the plume, <br /> • MW-8 to define the down gradient extent of the plume, and <br /> • MW-9 to define the eastern edge of the plume on the north side of Grant Line Road <br /> In addition, one onsite cone penetrometer test (CPT) boring (CPT-1), and one offsite CPT boring <br /> (CPT-2) will be advanced to define any high permeability sand beds and to allow collection of grab <br /> groundwate"amples to further define the vertical extent of the dissolved hydrocarbon plume The <br /> locations of the proposed wells and CPT borings are shown on Figure 5 Proposed depths and <br /> construction details are provided in Table 3 <br /> Feasibility Testing and Interim Remediation <br /> As part of the proposed interim remediation plan, SECOR proposes installing one groundwater <br /> extraction well (EX-1) and one oxygen injection well (S-1) that will be used to conduct a groundwater <br /> extraction pump test and an oxygen infection feasibility test If the groundwater extraction results are <br /> favorable, Interim remediation via extraction of groundwater from well EX-1 may be started <br /> The following scope of work is proposed <br /> HEALTH AND SAFETY <br /> SECOR will modify our existing site-specific Health and Safety Plan for the proposed scope of work <br /> as required by the Occupational Health and Safety Administration (OSHA) Standard "Hazardous y <br /> Waste Operations and Emergency Response" guidelines (29 CFR 1910 120) The document will be <br /> reviewed and signed by all SECOR personnel and subcontractors prior to performing work at the <br /> site <br /> PERMITTING AND UTILITY CLEARANCE <br /> SECOR will obtain soil boring and well installation permits from the SJCEHD Access agreements <br /> will be obtained from the property owner of the vacant parcel northwest of the site for the installation <br /> • of MW-8 and advancement of GPT-2 An encroachment permit will be obtained from the City of <br /> Tracy Department of Development and Engineering Services for the installation of MW-9 Prior to <br /> 32262 Offsite well install and interim remediation workplan doc SECOR International Incorporated <br /> 4 <br />
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