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ARCHIVED REPORTS_XR0004843
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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LOUISE
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3500 - Local Oversight Program
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PR0545440
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ARCHIVED REPORTS_XR0004843
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Entry Properties
Last modified
3/9/2020 5:55:33 PM
Creation date
3/9/2020 2:32:26 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0004843
RECORD_ID
PR0545440
PE
3528
FACILITY_ID
FA0003845
FACILITY_NAME
MUSD-DISTRICT OFFICE
STREET_NUMBER
2901
Direction
E
STREET_NAME
LOUISE
STREET_TYPE
AVE
City
MANTECA
Zip
95336
APN
19811004
CURRENT_STATUS
02
SITE_LOCATION
2901 E LOUISE AVE
P_LOCATION
99
P_DISTRICT
003
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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The placement of bonngs SB2 and SB3 in the northwest end of the overexcavation was to <br /> confirm WHF's conclusion that contamination was limited to that area Soil samples from SB2 <br /> and SB3 contained very low levels of TPHg, ethylbenzene, and xylenes Soil samples collected <br /> from MW3 and MW 1 approximately 25 feet north and northwest of SB2 contained no detectable <br /> Iconcentrations of TPHg, TPHd, or BTEX ' <br /> Based on the confirmation floor and wall soil samples collected by WHY and the soil samples <br /> tcollected from borings SB2, SB3, MlW1, MW2, and MW3, there is estimated to be approximately <br /> 220 cubic yards of residually contaminated soil along the west and north sidewalls of the <br /> overexcavation Calculations are shown in Appendix E The contaminated soil is approximately <br /> 15 to 18 feet below ground surface Some natural biodegradation of impacted soil has occured <br /> since the last soil sample was collected on October 10, 1994 <br /> 4_4 Assessment of Groundwater Contamination <br /> Soil borings MW 1, MW2, and MW3 were subsequently completed as groundwater monitoring <br /> wells to assess the possibility of groundwater contarmnation beneath the site, and to provide <br /> measurement points for the determination of groundwater flow direction and hydraulic gradient <br /> 1 Each well was constructed with 2-inch PVC casing The screened interval of each well was <br /> positioned from approximately five feet above to 15 feet below the encountered water table to <br /> allow for seasonal water level fluctuations The screen slot size is 0 020-inch Well construction <br /> diagrams are depicted on the bonnglwell logs contained in Appendix D The wells were <br /> developed, monitored and sampled on October 14, 1994 Samples were placed on ice and <br /> transported under chain-of-custody documentation to Argon Laboratories The water samples <br /> were analyzed for BTEX, TPHg, and TPHd Groundwater analytical results are summarized in <br /> Table 2 <br /> IThe monitoring wells have been monitored intermittently since their installations Wells MW2 and <br /> MW3, the downgradient wells, have never contained detectable concentrations of petroleum <br /> hydrocarbons during their four quarters of monitoring Well MWl has contained petroleum <br /> hydrocarbons only once(benzene at 3 5 parts per billion(ppb), July 1995)in four sampling events <br /> 445 Remedial Actions <br /> 1 4.5.1 Stockpiled Soil Remediation <br /> A passive approach was used to remediate the stockpiled soil The confirmation soil samples from the <br /> overexcavation contained maximum concentrations of TPHg at 1,100 parts per million(ppm), benzene <br /> at 24 ppm,toluene at 120 ppm, ethylbenzene at 120 ppm, and xylenes at 27 ppm These samples were <br /> collected between July 7 and July 12, 1993, when the soil was stockpiled The soil was then allowed to <br /> aerate and petroleum hydrocarbon constituents allowed to naturally biodegrade Confirmation samples <br /> w 1943371clos=dw 4 <br /> • <br /> Sian <br /> 1 <br />
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