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ARCHIVED REPORTS XR0009120
EnvironmentalHealth
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EL DORADO
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3500 - Local Oversight Program
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PR0544705
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ARCHIVED REPORTS XR0009120
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Last modified
7/29/2019 11:10:45 AM
Creation date
7/29/2019 10:47:43 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009120
RECORD_ID
PR0544705
PE
3526
FACILITY_ID
FA0003754
FACILITY_NAME
CALIFORNIA FUELS
STREET_NUMBER
3147
Direction
S
STREET_NAME
EL DORADO
STREET_TYPE
ST
City
STOCKTON
Zip
95206
APN
17512003
CURRENT_STATUS
02
SITE_LOCATION
3147 S EL DORADO ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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I <br /> 24 September 2004 <br /> • AGE-NC Project No 97-0301 <br /> ' Page 3 of 6 <br /> • Benzene, toluene, ethylbenzene and xylene (BTEX), methyl tertiary-butyl ether (MTBE) <br /> ' 1,2-Dichloroethane(1,2-DCA),ethylene dibromide(EBD),di-isopropyl ether(DIPE),ethyl <br /> tert butyl ether(ETBE),tert amyl methyl ether(TAME)and tertiary butanol(TBA)by EPA <br /> Method 8260B <br /> I � <br /> i3.0. FINDINGS f� <br /> Ground water elevation,flow direction and gradient were determined from field data collected on <br /> ' March 2004 The contaminant impact to ground water was quantified by laboratory analysis of the <br /> ground water samples collected on 31 March 2004 <br /> 3 1 GROUND WATER ELEVATION AND GRADIENT <br /> wells MW-1 throw MW-12 vaned between 31 lect <br /> ' The dept�i to ground water measurements at e s through <br /> (MW-9B') and 33 05 feet (MW-8C) below the top of well casings, ground water elevations were <br /> calculated to be between 19 16 feet (MW-8A) and 20 26 feet (MW-11D) below mean sea level - <br /> (MSL) Generally, ground water elevation at the site increased an average 2 49 feet between the <br /> November 2003 and the March 2004 ground water monitoring events <br /> ' Ground water elevation data collected on 30 March 2004 from wells MW-8(A-C),MW-9(A-D)and <br /> MW-12(A-D) Is depicted on cross section D-D'(Figure 3) By determining the difference between <br /> ' ground water elevations(dh)and dividing by the difference of the screen interval midpoints(dl),the <br /> vertical gradient between adjacent screen intervals was calculated Generally, moderately steep to <br /> steep downward vertical gradients were observed between the Second, Third and Fourth Water <br /> ' Zones,nearly flat to very slight upward vertical gradient was observed between the First Water Zone <br /> and the Second Water Zone (Figure 3) , <br /> The ground water elevation at wells MW-1 through MW-12 were calculated by subtracting the <br /> measured depth to ground water from the survey casing elevation The March 2004 ground water <br /> ' elevation data collected from wells MW-1 thro gh MW-7 were plotted for the First Water Zone <br /> (Figure 4) as defined in AGE's CPT Site Investigation - Third Quarter 2001 (dated 25 October <br /> 200 1) Generally,the net ground water flow direction was towards the northeast at an approximate <br /> ' hydraulic gradient of 0 003 ft/ft or less (16 feet per mile) <br /> Advanced GeoEnvironmental,Inc <br /> 1 <br /> I <br />
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