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Environmental Health - Public
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3500 - Local Oversight Program
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PR0545177
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SITE INFORMATION AND CORRESPONDENCE
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Last modified
1/13/2020 5:37:29 PM
Creation date
1/13/2020 4:06:47 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
SITE INFORMATION AND CORRESPONDENCE
RECORD_ID
PR0545177
PE
3528
FACILITY_ID
FA0002123
FACILITY_NAME
GREWALS GAS & LIQUOR*
STREET_NUMBER
4100
Direction
E
STREET_NAME
FREMONT
STREET_TYPE
ST
City
STOCKTON
Zip
95215
APN
14333046
CURRENT_STATUS
02
SITE_LOCATION
4100 E FREMONT ST
P_LOCATION
99
P_DISTRICT
002
QC Status
Approved
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%=/ %...' <br /> Grewal's Market Page 2 <br /> 4100 East Fremont Street February 23, 2011 <br /> 04/24/00 Date of Groundwater Monitoring Well Installation Report — 15t Quarter 2000 <br /> submitted by Advanced GeoEnvironmental, Incorporated that reported the results <br /> from the installation of MW-1, MW-2, and MW-3. <br /> 01/11/01 Date of Sensitive Receptor Survey submitted by Advanced GeoEnvironmental, <br /> Incorporated, that listed 19 domestic wells, 2 irrigation wells, 5 industrial well and <br /> no municipal wells within a 2,000-foot radius of the site. <br /> 07105/01 Date of Disposal Options for Stockpiled Hydrocarbon-Impacted Soil submitted by <br /> Advanced GeoEnvironmental, Incorporated, documenting disposal at the BFI <br /> Landfill of approximately 570 cubic yards of petroleum hydrocarbon <br /> contaminated soil compiled from the UST removal. <br /> 07/17/01 Date of Addendum to Monitoring Well Installation Work Plan — July 2001 <br /> submitted by AGE that proposed the advancement of 3 soil borings and <br /> installation of one monitoring well. <br /> 01123-24102 Dates when monitoring well MW-4, screened between 48 and 68 feet bsg, was <br /> installed; and soil borings P-10, P-11, and P-12 were advanced to total depths of <br /> 92, 90, and 65 feet bsg, respectively. <br /> 07/17/02 Date of Quarterly Report - First Quarter 2002 submitted by Advanced <br /> GeoEnvironmental,- Incorporated, that reported the findings from the <br /> advancement of soil borings P-10 through P-12 and the installation of MW-4. <br /> 03/29/04 Date of Site Conceptual Model submitted by Advanced GeoEnvironmental, <br /> Incorporated that estimated the mass of diesel remaining in soil at approximately <br /> 1,116 gallons and approximately 6,974 pounds; and gasoline remaining in the <br /> soil at approximately 1,007 pounds and approximately 161 gallons. <br /> 11/01/05 Date of Additional Site Assessment Work Plan submitted by Advanced <br /> GeoEnvironmental, Incorporated, that proposed the advancement of 2 cone <br /> penetration test (CPT) borings. <br /> 04120-21106 Dates that borings CPT-1 and CPT-2 were advanced at this site. <br /> 05/30/06 Date of Cone Penetration Testing Site Investigation — April 2006 submitted by <br /> Advanced GeoEnvironmental, Incorporated, that reported the results from the <br /> CPT investigation. <br /> 02/28/07 Date of Quarterly Report -- Third Quarter 2006 submitted by Advanced <br /> GeoEnvironmental; Incorporated, that included in Appendix D, Soil-Gas Vapor <br /> Investigation Work Plan. <br /> 07/09/07 Date of Revision to Soil-Gas Vapor Investigation Work Plan submitted by <br /> Advanced GeoEnvironmental, Incorporated, that reduced the number of soil <br /> vapor probe borings from six to two borings. <br />
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