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ARCHIVED REPORTS_XR0011422
Environmental Health - Public
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3500 - Local Oversight Program
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PR0545177
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ARCHIVED REPORTS_XR0011422
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Last modified
1/13/2020 5:30:01 PM
Creation date
1/13/2020 4:14:26 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011422
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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EHD - Public
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1 <br /> 29 March 2004 <br /> . AGE-NC Project No. 97-0327 <br /> Page 4 of 12 <br /> • February 2000 - Ground water monitoring wells MW-1, MW-2 and MW-3 were installed <br /> at the site to continue assessment of the lateral and vertical extent ofpetroleum-impacted soil <br /> and ground water; results of the February 2000 investigation were reported in the AGE- <br /> ' prepared Ground Water Monitoring Well Installation Report - I" Quarter 2000, dated 24 <br /> April 2000. Laboratory analysis of MW-2 and MW-3 soil samples detected TPH-g at <br /> concentration as high as 68 mg/kg, TPH-d as high as 480 mg/kg and BTEX compounds as <br /> ' high as 1.8 mg/kg; and MTBE was detected in MW-1, MW-2 and MW-3 at concentrations <br /> as high as 0.89 mg/kg. No other fuel components were detected by laboratory analysis. <br /> Analytical soil and ground water data is included in Tables 1 and 2. <br /> • November and December 2000 - AGE conducted a sensitive receptor survey to locate <br /> potential vertical conduits within a 2,000-foot radius of the site. The results of the sensitive <br /> ' receptor survey did not locate any municipal water wells within 2,000 feet of the site, <br /> however, several domestic, irrigation and industrial water wells were located within the <br /> 2,000-foot radius.Results of the investigation were reported in the AGE-prepared Sensitive <br /> ' Receptor Survey, dated 11 January 2001 (Appendixi. 4 0-1416 <br /> 41 <br /> • January 2002 - Three soil borings (P-10, P-11 and P-12) and one ground water monitoring <br /> well(MW-4)were installed at the site to assess the lateral and vertical extent of petroleum- <br /> impacted soil and ground water.TPH-d,TPH-g and low BTEX concentrations were detected <br /> in the 40-foot soil sample collected from boring P-10,the 45-foot soil sample collected from <br />' boring P-11 and the 45-foot and 55-foot soil samples collected at P-12. In addition,MTBE <br /> was detected in the 45-foot sample collected from boring P-11. Analytical soil and ground <br /> water data is included in Tables 1 and 2. Results of the January 2002 investigation were <br /> reported in Quarterly Report-First Quarter 2002, dated 17 July 2002,prepared by AGE. <br /> Between February 2000 and September 2003, twelve ground water monitorin events were <br />' performed at wells MW-1 through MW-4. TPH-g and BTEX compounds were ge erally detected <br /> from well MW-2 at concentrations as high 490 micrograms per liter(µg/1)and 21 µg111 espectively; <br /> TPH-d was generally detected from wells MW-1 through MW-4 at concentrations as high as 430 <br />' (µg/l). Low concentrations of MTBE were generally detected from wells MW-1 and MW-2 at <br /> concentrations as high as 22 µg/1. <br /> 3.0. SITE STRATIGRAPHY/HYDROSTRATIGRAPHY <br /> ----.----Based-on vertical soil profiles-in-soil=boring logs acquired during site assessment-activities; a very s <br /> stiff to hard, fine grained sandy silt was generally encountered at depths between 10 feet and 25 feet <br /> bsg,between 40 feet and 50 feet bsg and between 60 feet and 65 feet bsg; a medium dense to dense, <br />'. silty fine sand was generally encountered at depths between 25 feet and 40 feet bsg, 50 feet and 60 r <br />
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