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ARCHIVED REPORTS_XR0011544
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0541344
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ARCHIVED REPORTS_XR0011544
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Entry Properties
Last modified
12/13/2019 1:13:04 PM
Creation date
12/13/2019 11:14:02 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011544
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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1f' <br /> PAID 20 October 2003 <br /> AGE-NC Project No 95-0167 <br /> ' Page 2 of 4 <br /> ' was transferred into three 40-m1 volatile organic analysis (VOA) vials containing 0 5 ml 18% <br /> hydrochloric acid as a sample preservative After collection, the samples were properly labeled, <br /> placed in a chilled container and transported under chain-of-custody to Cal Tech Environmental <br /> Laboratories (CTEL), a California Department of Health Services (DHS)-certified laboratory, and <br /> were analyzed for <br /> • Total petroleum hydrocarbons quantified as gasoline (TPH-g) in accordance with EPA <br /> ' Method 8015 Modified, <br /> • Benzene, toluene, ethylbenzene and total xylenes (BTE&X) and the fuel additives methyl- <br /> tertiary butyl ether (MTBE), di-isopropyl ether (DIPE), ethyl tertiary-butyl ether (ETBE), <br /> tertiary-amyl methyl ether(TAME),tertiarybutyl alcohol(TBA), 1,2-dibromoethane(EDB) <br /> and 1,2-dichloroethane (1,2-DCA) in accordance with EPA Method 8260B <br /> 3.0. FINDINGS <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 ground water samples <br /> ' 3 1 GROUND WATER ELEVATION AND GRADIENT <br />' For the August 2003 sampling event, depths to ground water ranged from 15 42 feet to 16 62 feet <br /> below the tops of the well casings Ground water elevations at the site ranged from 5 81 feet(MW-5) <br />' to 7 17 feet (MW-2) below mean sea Ievel (MSL) Ground water was within the screened interval <br /> of MW-I through MW-6 and had an average elevation decrease of 0 91 feet since the last monitoring <br /> event <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 August 2003 monitoring event was in <br /> the form of a west-northwest-plunging trough Net flow of ground water at the site was determined <br /> to be to the west-northwest under an average gradient of 0 009 feet/feet Figure 3 illustrates the <br /> contoured ground water elevations as measured in August 2003 <br /> 3 2 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 43,000 micrograms per liter (µg/1) and 100 µg11, respectively <br /> Advanced GeoEnvironmental,Inc <br />
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