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ARCHIVED REPORTS_XR0008089
EnvironmentalHealth
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2900 - Site Mitigation Program
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PR0542364
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ARCHIVED REPORTS_XR0008089
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Last modified
5/4/2020 4:00:17 PM
Creation date
5/4/2020 3:25:03 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008089
RECORD_ID
PR0542364
PE
2960
FACILITY_ID
FA0024340
FACILITY_NAME
PACIFIC CAR WASH
STREET_NUMBER
4405
STREET_NAME
PACIFIC
STREET_TYPE
AVE
City
STOCKTON
Zip
95207
APN
11024014
CURRENT_STATUS
01
SITE_LOCATION
4405 PACIFIC AVE
P_LOCATION
01
QC Status
Approved
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EHD - Public
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I <br />' 12 May 2005 <br /> • AGE-NC Project No 96-0229 <br />' Page 3 of 6 <br /> I Ethylene dibromide (EDB), 1,2-dichloroethane (1,2-DCA), tert-butyl alcohol (TBA), di- <br /> Isopropyl ether(DIPE), ethyl tert-butyl ether(ETBE),tert-amyl methyl ether(TAME), and <br /> methyl tert-buyl ether(MTBE) by EPA Method 8260B <br /> 3.4. FINDINGS <br /> Ground water monitoring field data was utilized to determine ground water flow direction and <br />' gradient, petroleum hydrocarbon-impact to ground water was quantified by laboratory analysis of <br /> samples <br />' 3 1 GROUND WATER ELEVATION AND GRADIENT <br /> I The depth to ground water measurements on 07 December 2004 ranged between 33 25 feet(MW-3) <br /> and 36 25 feet (MW-12) below the tops of the well casings Generally, the average ground water <br /> depth at the site was equal to 35 22 feet, ground water levels generally increased an average of <br /> I . 0 31 feet between the September 2004 and the December 2004 ground water monitoring events <br /> Ground water elevations were calculated by subtracting the measured depth to ground water from <br />' the surveyed casing elevations The ground water elevations averaged 22 18 feet below mean sea <br /> level (MSL) at the site, with a range of between 19 72 feet(MW-3)and 23 29 feet(MW-12)below <br /> MSL <br />' Ground water elevation data collected from wells MW-1, MW-2, MW-3, MW-13 (A-D), MW-14 <br /> (A-D), and MW-16 (A-E) on 07 December 2004 is depicted on cross section B-B' (Figure 3) By <br />' determining the difference between ground water elevations (dh) and dividing by the difference of <br /> the screen Interval midpoints (dl), the vertical gradient between adjacent screen intervals was <br />' calculated Generally, nearly flat vertical gradients and slightly downward vertical gradients were <br /> observed between the Second Water Zone, Second Confining Unit and Third Water Zone screen <br /> Intervals of all the above wells (Figure 3), however, moderate downward vertical gradients were <br /> generally observed in the First Confining Unit <br /> Ground water elevations were plotted on scaled site plans for the informal First Water Zone <br />' (between 15 and 45 feet, Figure 4) and Second Water Zone (between 70 and 95 feet, Figure 5) <br /> 3 1 1 First Water Zone <br /> Ground water elevation data collected in the First Water Zone(15 to 45 feet bsg)at the site inferred <br /> Advanced GeoEnvuronmental,Inc <br />
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