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ARCHIVED REPORTS_XR0011728
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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FREMONT
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2900 - Site Mitigation Program
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PR0541344
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ARCHIVED REPORTS_XR0011728
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Entry Properties
Last modified
12/13/2019 1:37:50 PM
Creation date
12/13/2019 11:32:38 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0011728
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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' 15 November 2005 <br /> i AGE-NC Project No 95-0167 <br /> ' Page 2 of 4 <br /> ' water sample was transferred into three 40-milliliter (ml) volatile organic analysis (VOA) vials <br /> containing 0 5 ml 18% hydrochloric acid solution as a sample preservative After collection, the <br /> samples were properly labeled,placed in a chilled container,and transported under chain of custody <br /> ' to Cal Tech Environmental Laboratories (CTEL), a California Department of Health Services <br /> (DHS)-certified analytical laboratory in Paramount, California The samples were analyzed for <br /> • Total petroleum hydrocarbons quantified as gasoline (TPH-g) in accordance with EPA <br /> Method 8015 Modified, and <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 /> ' 3.4. FINDINGS <br /> Ground water flow direction,elevation,and gradient were determined from data collected in the field <br /> ' during the June 2005 quarterly monitoring event The hydrocarbon impact to ground water was <br /> quantified by laboratory data obtained from ground water samples <br /> 3 1 GROUND WATER GRADIENT AND FLOW DIRECTION <br /> On 29 Julie 2005, depths to ground water ranged from 13 89 feet(MW-5 and MW-7) to 14 73 feet <br /> (MW-2) below the tops of the well casings Ground water elevations at the site averaged <br /> approximately 3 08 feet below mean sea level (MSL), indicating an average elevation decrease of <br /> 0 1 feet since the last monitoring event in March 2005 (Table 1) During this monitoring event, <br /> ground water was within the screened interval of each well,thus producing an accurate sampling of <br />' the first encountered ground water <br /> The ground water flow direction was determined by plotting and contouring the ground water <br /> elevation data At the time of the June 2005 monitoring event,the ground water flow direction was <br /> inferred to be to the east-northeast under an approximate hydraulic gradient ranging between 0 002 <br /> ft/ft and 0 003 ft/ft Figure 3 illustrates the contoured ground water elevations as measured on 29 <br />' June 2005 <br /> 1 <br /> Advanced GeoEnvironmenial,Inc <br />
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