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ARCHIVED REPORTS_XR0008076
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2900 - Site Mitigation Program
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ARCHIVED REPORTS_XR0008076
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Last modified
5/4/2020 3:50:24 PM
Creation date
5/4/2020 3:20:04 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008076
RECORD_ID
PR0542364
PE
2960
FACILITY_ID
FA0024340
FACILITY_NAME
PACIFIC CAR WASH
STREET_NUMBER
4405
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
11024014
CURRENT_STATUS
01
SITE_LOCATION
4405 PACIFIC AVE
P_LOCATION
01
QC Status
Approved
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EHD - Public
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' 26 May 2004 <br /> • AGE-NC Project No 96-0229 <br />' Page 3 of 6 <br />' 3 1 GROUND WATER ELEVATION AND GRADIENT <br />' During the August 2003 monitoring event, depths to ground water in wells MW-1 through MW-14 <br /> were measured at between 30 96 feet and 33 79 feet below the tops of the well casings (Table 2) <br /> Ground water elevations were calculated to be between 18 49 feet(MW-5)and 20 83 feet(MW-12) <br /> I below mean sea level(MSL) The ground water surface elevation at the site was within the screened <br /> intervals of wells MW-2 through MW-10A,MW-11 and MW-12 but was approximately 15 and 17 <br /> feet above the screen intervals (`drowned') in wells MW-1 and MW-10B, respectively, and <br />' approximately 30 to 87 feet drowned at wells MW-13 (A-D) and MW-14 (A-D) <br /> The ground water elevation data for monitoring wells MW-2 through MW-12 during the June 2003 <br /> I ground water monitoring event is depicted and contoured in Figure 3, elevation data for deep- <br /> screened wells MW-1 and MW-1 OB were not used to determine ground water gradient because these <br /> elevations may be representative of deeper ground water conditions <br /> The general ground water adient at the site was calculated to be approximately 0 004 ft/ft or less <br /> g � � Pp Y > <br /> or approximately 21 feet per mile, and inferred to be flowing towards the northeast, further <br /> downgradient in the area bound by wells MW-7 through MW-12,the ground water gradient appeared <br /> to be much steeper at 0 02 ft/ft or less, or approximately 105 feet per mile <br /> I <br /> 32 LABORATORY RESULTS OF GROUND WATER SAMPLES <br /> A total of twenty-one ground water samples were submitted to McCampbell Analytical Inc (MAI), <br /> a DHS-certified laboratory in Pacheco, California <br /> ITPH-g was detected in water samples collected from wells MW-1 through MW-7, MW-9,MW-13 <br /> (A and D) and MW-14A at concentrations as high as 71,000 micrograms per liter (µg/1) in well <br /> MW-2 <br /> Various BTEX constituents were detected in ground water samples collected from wells MW-1 <br /> through MW-7, MW-9, MW-11, MW-13 (A, B and D) and MW-14A at concentrations as high as <br /> 18,000 }tg/l (xylene, MW-6), the highest benzene concentration was detected in sample MW-1 at <br /> a concentration of 6,200 �ig/l <br /> The fuel additive MTBE was detected by EPA Method 8260B in ground water samples collected <br /> from. wells MW-1 through MW-4, MW-6, MW-7, MW-9, MW-10 (A and B) and MW-11 at <br /> concentrations as high as 710 µg/1 (MW-6), and 1,2-DCA was detected in samples collected from <br /> • <br /> Advanced GeoEnvironmental,Inc <br />
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