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ARCHIVED REPORTS XR0007850
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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EL DORADO
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706
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3500 - Local Oversight Program
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PR0544664
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ARCHIVED REPORTS XR0007850
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Last modified
7/17/2019 1:14:12 PM
Creation date
7/17/2019 10:01:12 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0007850
RECORD_ID
PR0544664
PE
3528
FACILITY_ID
FA0004958
FACILITY_NAME
CHARLIES DAY & NIGHT
STREET_NUMBER
706
Direction
N
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95202
APN
13905410
CURRENT_STATUS
02
SITE_LOCATION
706 N EL DORADO ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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1 16 May 2042 > <br /> AGE-NC Project No 98-0426 <br />' Page 3 of 5 <br />' 32 COLLECTION OF GROUND WATER SAMPLES <br /> Water samples were collected from the purged wells using new disposable plastic bailers Each water <br /> sample was transferred into three 40-m1 VOA vials containing 0 5 ml 18% hydrochloric acid as a <br /> i sample preservative After collection, the samples were properly labeled, placed in a chilled <br /> container and transported under chain-of-custody to McCampbell Analytical, Inc (MAI), a <br />' California Department of Health Services-certified laboratory The samples were analyzed for <br /> • Total petroleum hydrocarbons quantified as gasoline (TPH-g) in accordance with EPA <br />' Methods 5030/8015 modified, <br /> • Benzene,toluene,ethylbenzene and xylenes(BTEX)and methyl tertiary-butyl ether (MTBE) <br />' in accordance with EPA Method 8020, and <br /> • The fuel oxygenates MTBE, di-isopropyl ether (DIPE), ethyl tertiary-butyl ether (ETBE), <br /> tertiary-amyl methyl ether (TAME), and tertiary butanol (TBA) in accordance with EPA <br />' Method 8260 modified <br /> lie 4.0. FINDINGS <br /> Ground water flow direction and gradient were inferred from data collected in the field, the <br /> hydrocarbon impact to ground water was quantified by the laboratory data obtained from the ground <br /> water samples <br /> I <br /> 41 GROUNDWATER ELEVATION AND GRADIENT <br /> The elevation of ground water in each well was calculated b subtracting the depth to ground water <br /> � Y g p <br /> from the surveyed casing elevations (Table 1) Ground water was within the screened intervals in <br /> all five wells <br /> f Depths to ground water ranged from 22 51 feet to 23 62 feet as measured from the top of the well <br /> casings Ground water elevations at the site ranged from 12 41 feet below mean sea level(MSL) in <br /> MW5 to 13 81 feet below MSL in MW2 The ground water elevation at the site increased an average <br /> of 0 97 feet between the November 2001 and February 2002 monitoring events <br /> The ground water gradient was calculated to be approximately 0 024 ft/ft with a southwesterly flow <br /> direction The ground water elevation contours are depicted on Figure 2 <br /> Advanced GeoEnvnronmental,Inc <br />
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