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DR MARTIN LUTHER KING JR
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3500 - Local Oversight Program
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PR0544217
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Last modified
3/4/2019 11:05:25 PM
Creation date
3/4/2019 4:26:29 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
WORK PLANS
RECORD_ID
PR0544217
PE
3526
FACILITY_ID
FA0002512
FACILITY_NAME
GSG GAS & MART
STREET_NUMBER
701
Direction
E
STREET_NAME
DR MARTIN LUTHER KING JR
STREET_TYPE
BLVD
City
STOCKTON
Zip
95206
APN
14734311
CURRENT_STATUS
02
SITE_LOCATION
701 E DR MARTIN LUTHER KING JR BLVD
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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26 July 2002 <br /> AGE-NC Project No. 97-0326 <br /> Page 3 of 10 <br /> • TPH-g was detected in initial ground water samples collected from MW-1 through MW-3 <br /> at a maximum concentration of 330,000 micrograms/liter(µg/1) in the sample from MW-3. <br /> BTEX compounds were detected at concentrations as high as 29,000µg/1, 54,000 gg/l,6,500 <br /> µg/1 and 36,000 µg/l,respectively(MW-3).MTBE was detected in all three well samples at <br /> a maximum concentration of 510µg/l(MW-1).In addition,TBA was detected in MW-1 and <br /> MW-2 at a maximum concentration of 830 µg/1 (MW-1). <br /> • Monitoring well installation and initial monitoring activities were described in the AGE- <br /> prepared Monitoring Well Installation Report, dated 02 June 1999. <br /> • Between February and November 2001,AGE advanced five paired cone penetrometer testing <br /> (CPT) soil borings (CPT-1 through CPT-5) at the site to depths between 100 and 150 feet <br /> bsg to assess the extent of petroleum-impact and to identify potential hydrologic units. <br /> TPH-g was detected in grab water samples at concentrations as high as 14,000 gg/l(CPT-4); <br /> BTEX compounds at concentrations as high as 4,000 µg/1 benzene (CPT-4); MTBE <br /> concentrations as high as 1.3 gg/l (CPT-4); and TBA at concentrations as high as 5.0 µg/l <br /> (CPT-2). Analytical results of grab ground water samples are summarized in Table 1. <br /> • Based on CPT data, AGE identified a vadose zone and six potential hydrologic units <br /> informally identified as: Hydrologic Unit 1 (HUI), located between 30 and 70 feet bsg; <br /> Hydrologic Unit 2 (HU2), located between 70 and 85 feet bsg; Hydrologic Unit 3 (HU3), <br /> located between 85 and 95 or 100 feet bsg;Hydrologic Unit 4(HU4), located between 95 or <br /> 100 feet and 120 feet bsg; Hydrologic Unit S (HUS), located between 120 feet and <br /> approximately 135 feet bsg; and Hydrologic Unit 6 (HU6), located between 135 feet and at <br /> least 150 feet bsg. Geologic cross sections A-A'and B-B'were generated from the CPT data <br /> (Figures 3 and 4), depicting the informal hydrologic units and petroleum hydrocarbon <br /> concentrations beneath the site. <br /> • Results of the February 2001 investigation were reported in Cone Penetrometer Testing <br /> (CPT) Report - February 2001, dated 19 June 2001; results of the November 2001 <br /> investigation were reported in Cone Penetrometer Testing(CPT) Report-November 2001, <br /> dated 25 March 2002. <br /> Between December 1998 and May 2002,ten ground water monitoring events were performed at the <br /> site to monitor dissolved petroleum hydrocarbon concentrations in ground water and to characterize <br /> ground water flow direction and gradient on the site(Table 2). Elevated TPH-g, BTEX and MTBE <br /> concentrations have been detected in water samples collected from all the wells. Analytical results <br /> of ground water sampling events performed at the site are summarized in Table 2. <br /> Advanced GcoEnvironmcntal.Inc. <br />
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