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ARCHIVED REPORTS XR0001578
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PR0544513
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ARCHIVED REPORTS XR0001578
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Last modified
6/14/2019 12:22:53 PM
Creation date
6/14/2019 10:22:52 AM
Metadata
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Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0001578
RECORD_ID
PR0544513
PE
3528
FACILITY_ID
FA0024115
FACILITY_NAME
WEST CLAY PROPERTY
STREET_NUMBER
639
Direction
W
STREET_NAME
CLAY
STREET_TYPE
ST
City
STOCKTON
Zip
95209
APN
14707110
CURRENT_STATUS
02
SITE_LOCATION
639 W CLAY ST
P_LOCATION
01
QC Status
Approved
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- -, - - - - - - - - - -- - _ <br /> 23 December 1998 <br /> AGE-NC Project No 96-0235 <br />' Page 6 of 7 ` <br /> • Monitoring wells MW-2, MW-613 and MW-813 were established with screened intervals <br />' below 40 feet bsg,while the corresponding wells MW-7, MW-6A and MW-8A are screened <br /> from 10 to 30 feet bsg Higher concentrations of hydrocarbons were detected in the lower <br /> screened intervals for each of these pairs of wells Ground water elevations were lower in the <br />' lower screened intervals for each of these wells <br /> • Ground water in MW-1, MW-2, MW-6B and MW-8B does not appear to be in direct <br /> hydraulic communication with the ground water in MW-4, MW-5, MW-6A and MW-8A <br /> Monitonng well MW-3, screened from 30 to 55 feet bsg may be in hydraulic communication <br />' with all wells at the site <br /> • Low concentrations of hydrocarbons were detected in MW-6A, MW-613, and MW-813 <br /> Petroleum hydrocarbons were not detected in MW-8A These wells appear to define the <br /> approximate northern (down-gradient) extent of impacted ground water at the site <br /> • Petroleum hydrocarbons were not detected in MW-3, MW-4 or MW-5, defining the western <br />' and eastern extent of impacted ground water at the site <br /> • The apparent ground water flow direction at the site, calculated using data from the wells <br /> with deeper screened intervals, was N 30° W during the August 1998 monitoring event <br /> 10 Ground water elevations, based upon the remaining wells, screened above 40 feet bsg, <br /> indicate a fairly flat gradient at the site The inferred ground water flow direction and <br />' gradient in the lower interval is similar to the prevailing historical flow direction and gradient <br /> observed at the site <br /> • Historical depth to ground water at the site has ranged from approximately 50 feet bsg in <br />' 1971 and 1975 to 30 feet bsg in 1985 and 1996, based upon ground water maps prepared by <br /> the San Joaquin County Flood Control and Water Conservation District between 1971 and <br /> 1996 Ground water is currently at its highest recorded depth of approximately 17 feet bsg <br />' Based upon analytical results of soil samples collected at the site, the migration of <br /> hydrocarbons from the former UST location appears to have occurred at a depth of <br />' approximately 45 feet bsg, corresponding to historical ground water depths In general, <br /> hydrocarbons in ground water have remained depressed while ground water elevation has <br /> ' risen <br /> ' S.O. RECOMMENDATIONS <br /> Based on the findings of the environmental activities recounted in this report, AGE recommends <br /> 1 <br /> • Continued quarterly monitoring of the ground water monitoring wells on-site should be <br /> ' Adranced GeoEnvironmental,Inc <br /> 1 <br />
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