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ARCHIVED REPORTS_XR0011547
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0541344
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ARCHIVED REPORTS_XR0011547
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Entry Properties
Last modified
12/13/2019 1:13:28 PM
Creation date
12/13/2019 11:16:20 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011547
RECORD_ID
PR0541344
PE
2960
FACILITY_ID
FA0023692
FACILITY_NAME
GUARDINO & CRAWFORD
STREET_NUMBER
517
Direction
W
STREET_NAME
FREMONT
STREET_TYPE
ST
City
STOCKTON
Zip
95203
APN
13721410
CURRENT_STATUS
01
SITE_LOCATION
517 W FREMONT ST
P_LOCATION
01
QC Status
Approved
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EHD - Public
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lie <br /> 10 Fe <br /> ' bruary 2003 <br /> AGE-NC Project No 95-0167 <br /> Page 2 of 4 <br /> sample was transferred into 40-m1 VOA vials containing 0 5 ml 18%hydrochloric acid as a sample <br /> preservative After collection,the samples were properly labeled,placed in a chilled container and <br /> ' transported under chain-of custody to McCampb ell Analytical,Inc (MAI),a California Department <br /> of Health ServicesDHS -certified laboratory,( } and were analyzed for <br /> ' Total petroleum hydrocarbons quantified as gasoline (TPH-g) in accordance with EPA <br /> Method 8015 Modified, <br /> • Benzene, toluene, ethylben7ene and total xylenes (BTEX) and methyl-tertiary butyl ether <br /> (MTBE) in accordance with EPA Method 8021B, and <br /> • The fuel additives di-isopropyl ether (DIPE), ethyl tertiary-butyl ether (ETRE), MTBE, <br /> tertiary-amyl methyl ether (TAME), tertiary butanol (TBA), methanol, ethanol, 1,2- <br /> dibromoethane(EDB) and 1,2-dichloroethane(1,2-DCA) in accordance with EPA Method <br /> 8260B <br /> 3.0. FINDINGS <br /> r <br /> Ground water flow direction, elevation, and gradient were determined from data collected in the <br /> field The hydrocarbon impact to ground water was quantified by the laboratory data obtained from <br /> the giound water samples <br /> 3 1 GROUND WATER ELEVATION AND GRADIENT <br /> For the December 2002 sampling event,depths to ground water ranged from 15 48 feet to 16 28 feet <br /> below the tops of the well casings Ground water elevations at the site ranged from 5 87 feet(MW-5) <br /> to 7 19 feet(MW-2) below mean sea level (MSL) Ground water was within the screened interval <br /> ' ofMW-1 through MW-6 <br /> The ground water flow direction was determined by plotting and contouring the ground water <br /> elevation data The shape of the water table at the time of the December 2002 monitoring event was <br /> in the form of a northwest-plunging trough, net flow of ground water at the site was determined to <br /> be to the northwest under an average gradient of 0 03 ft/ft Figure 3 illustrates the contoured ground <br /> Iwater elevations as measured-on 1 I December 2002 <br /> ' 32 LABORATORY RESULTS OF GROUND WATER SAMPLES <br /> TPH-g was detected in the water samples collected from monitoring wells MW-1 and MW-2 at <br /> concentrations of 33,000 micrograms per liter(µg11) and 540 µg/l, respectively <br /> ' Advanced GeoEnvironmental,Inc <br /> L <br />
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