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ARCHIVED REPORTS XR0011227
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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DR MARTIN LUTHER KING JR
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701
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3500 - Local Oversight Program
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PR0544217
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ARCHIVED REPORTS XR0011227
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Entry Properties
Last modified
3/4/2019 11:56:39 PM
Creation date
3/4/2019 4:43:25 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011227
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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' 05 November 2005 <br /> AGE-NC Project No 97-0326 <br /> IPage 3 of 5 <br /> 1 3 1 GROUND WATER GRADIENT AND FLOW DIRECTION <br /> At the time of the September 2005 sampling event, depths to ground water ranged from 34 32 feet <br />' to 37 63 feet below the tops of the well casings First-encountered ground water was within the <br /> screen interval of wells MW-1 through MW-3, MW-7, MW-8A and MW-9A, these wells should <br /> yield samples representative of shallow ground water conditions(Table 1),ground water from deep- <br /> screened wells MW-8B-D and MW-9B-D should yield samples representative of deeper ground <br /> water conditions <br />' The elevation of ground water in each well was calculated by subtracting the depth to ground water <br /> from the casing elevations Ground water elevations ranged from 20 86 feet (MW-1) to 22 48 feet <br /> (MW-8D) below mean sea level (MSL) <br />' A ground water elevation map of first-encountered ground water is presented in Figure 3 <br /> First-encountered ground water was inferred to be flowing toward the south with a hydraulic gradient <br />' of 0 005 foot/foot(ft/ft)or less The flow direction is generally consistent with previous monitoring <br /> events <br />' <br /> 32 ANALYTICAL RESULTS OF GROUND WATER SAMPLES <br />' Twelve ground water samples were collected and submitted for laboratory analysis for the <br /> constituents listed in Section 2 2 (Table 2) The analytical results for each hydrogeologic unit is <br />' characterized below <br /> HU1 - TPH-g was detected in ground water samples collected in HU1 from wells MWA, MW-2, <br />' MW-3, MW-8A, and MW-9A at concentrations ranging from 2,300 micrograms per liter (µg11) in <br /> sample MW-8A to 95,000 µg/1 in sample MW-3 (Figure 4) <br />' BTEX compounds were detected in ground water samples collected in HUI from wells MW-1, <br /> MW-2, MW-3, MW-8A, and MW-9A at maximum concentrations of 25,000 µg/1 benzene, 6,000 <br /> µg/l ethylbenzene and 22,000 µg/1 xylenes in sample MW-3, and 17,000 µg/1 toluene in sample <br />' MW-9A <br /> The fuel additives MTBE and TAME were detected in ground water samples collected in HU 1 from <br />' wells MW-1,MW-2,MW-3,MW-8A,and MW-9A at concentrations ranging from 34 µg/l(MW-2) <br /> to 4,800µg/1(MW-9A)(Figure 5)and from 2 1 µg/1(MW-1)to 340(MW-3),respectively 1,2-DCA <br /> was detected in samples MW-1,MW-3, MW-8A,and MW-9A at a maximum concentration of 200 <br />' µg/1 (MW-3) <br />' Advanced CeoEnvironmental,Inc <br /> 1 <br />
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