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ARCHIVED REPORTS_XR0008090
Environmental Health - Public
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2900 - Site Mitigation Program
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PR0542364
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ARCHIVED REPORTS_XR0008090
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Last modified
5/4/2020 4:04:25 PM
Creation date
5/4/2020 3:25:48 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2900 - Site Mitigation Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0008090
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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lie 25 February 2005 <br /> AGE-NC Project No 96-0229 <br />' Page 3 of 6 <br />' Ethylene dibromide (EDB), 1,2--dichloroethane (1,2-DCA), tert-butyl alcohol (TBA), di- <br /> isopropyl ether(DIPS), ethyl tert-butyl ether(ETBE),tert-amyl methyl ether(TAME), and <br /> methyl tert-buyl ether(MTBE)by EPA Method 8260B <br />' 3.0. 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 />' The depth to ground water measurements on 29 September 2004 ranged between 33 44 feet(MW-5) <br /> and 36 62 feet(MW-12)below the tops of the well casings, the water level decreased an average of <br /> . 3 70 feet between the June 2004 and the September 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 59 feet below mean sea <br /> level (MSL) at the site,with a range of between 20 90 feet(MW-4) and 23 66 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 29 September 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,slightly downward or nearly flat vertical gradients were observed between the <br /> Second Water Zone,Second Confining Unit and Third Water Zone screen intervals of all the above <br /> wells (Figure 3), however, moderate downward vertical gradients were generally observed in the <br /> First Confining Unit <br /> (;rrmnd urnter elarratinng tx/PYP ninttari rm crµlerl qiVe "La"o fnr the infnrn�ai 17vv�i W f 7--- <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 /> a net ground water flow towards the northeast at a hydraulic gradient of approximately 0 005 ft/ft <br /> IAdvanced GeoEnvironmental,Inc <br />
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