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ARCHIVED REPORTS_XR0011546
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0541344
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ARCHIVED REPORTS_XR0011546
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Last modified
12/13/2019 1:09:23 PM
Creation date
12/13/2019 11:15:07 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011546
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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07 July 2003 <br /> AGE-NC Project No. 95-0167 <br /> Page 2 of 4 <br /> was transferred into 40-m1 volatile organic analysis(VOA)vials containing 0.5 ml 18%hydrochloric <br /> acid as a sample preservative. After collection,the samples were properly labeled,placed in a chilled <br /> container and transported under chain-of-custody to Cal Tech Environmental Laboratories(CTEL), <br /> a California Department of Health Services (DHS)-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, ethylbenzene and total xylenes (BTEX) 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),tertiary butyl 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 March 2003 sampling event, depths to ground water ranged from 14.72 feet to 1552 feet <br /> below the tops of the well casings. Ground water elevations at the site ranged from 5.11 feet(MW-5) <br /> to 6.36 feet (MW-2) below mean sea level (MSL). Ground water was within the screened interval <br /> of MW-1 through MW-6, and had and average elevation increase of 0.76 feet since the last <br /> monitoring 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 March 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 0.008 ft/ft.Figure 3 illustrates the contoured <br /> ground water elevations as measured on 06 March 2003. <br /> 3.2. LABORATORY RESULTS OF GROUND WATER SAMPLES <br /> TPH-g was detected in the water samples collected from monitoring wells MW--I and MW-2 at <br /> concentrations of 1,400 micrograms per liter (�Lg/l) and 340 gg/I, respectively. <br /> Advanced Geo Environmental,Inc. <br />
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