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ARCHIVED REPORTS XR0001086
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0544230
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ARCHIVED REPORTS XR0001086
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Entry Properties
Last modified
3/5/2019 7:54:43 PM
Creation date
3/5/2019 3:56:03 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001086
RECORD_ID
PR0544230
PE
3528
FACILITY_ID
FA0003829
FACILITY_NAME
VANCO TRUCK-AUTO PLAZA
STREET_NUMBER
1033
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16323041
CURRENT_STATUS
02
SITE_LOCATION
1033 W CHARTER WAY
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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• 17 June 2005 <br /> AGE-NC Project No 02-0962 <br /> Page 2 of 4 <br /> Into one 1-liter amber bottle without preservative The samples were labeled with the monitoring <br /> well designation, date, time of sampling, and the sampler's Initials-and transported In a chilled <br /> container under chain of custody to Cal Tech Environmental Laboratories (CTEL), a State of <br /> California Department of Health Services (DHS)-certified analytical laboratory, for analysis The <br /> samples were analyzed for <br /> • Total petroleum hydrocarbons quantified as gasoline and diesel (TPH-g and TPH-d, <br /> respectively) in accordance with EPA Method 8015M, and <br /> • Benzene,toluene,ethylbenzene,and total xylenes(BTEX)and fuel additives methyl tertiary- <br /> butyl ether(MTBE),tertiary-butyl alcohol (TBA), di-isopropyl ether(DIPE), ethyl tertiary- <br /> butyl ether(ETBE),tertiary-amyl methyl ether(TAME), 1,2-dibromoethane(EDB),and 1,2- <br /> dichloroethane (1,2-DCA) in accordance with EPA Method 8260B <br /> 3.0. FINDINGS <br /> Ground water elevation and flow direction were Inferred from field data, hydrocarbon impact to <br />' ground water was quantified by laboratory analysis of the ground water samples <br /> 3 1 GROUND WATER GRADIENT AND FLOW DIRECTION <br />' The elevation of ground water in each of the monitoring wells was calculated by subtracting the <br /> depths to ground water from the surveyed relative casing elevations (Table 1) Depths to ground <br /> water ranged from 18 19 feet (MW-1) to 18 36 feet (MW-2) below the tops of the well casings <br />' Ground water elevation at the site averaged approximately 6 33 feet below mean sea level (MSL), <br /> indicating an Increase In ground water elevation of 14 feet since the last ground water monitoring <br /> event in March 2004 <br />' During the May 2005 ground water monitoring event, ground water was inferred to be flowing <br /> toward the southeast under a hydraulic gradient of approximately 0 001 foot/foot(ft/ft) During this <br />' monitoring event,ground water elevations were within the screened intervals of the wells,indicating <br /> that the wells are properly screened to yield samples representative of shallow ground water <br /> conditions Figure 3 illustrates the contoured ground water elevation as measured on 25 May 2005 <br /> 32 ANALYTICAL RESULTS OF GROUND WATER SAMPLES <br /> . None of the constituents listed in Section 2 3 were detected in ground water samples from any of <br /> Advanced GcoEnviroomental,Inc <br />
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