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ARCHIVED REPORTS XR0000055
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3500 - Local Oversight Program
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PR0543386
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ARCHIVED REPORTS XR0000055
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Entry Properties
Last modified
10/31/2018 3:19:43 PM
Creation date
10/31/2018 2:41:41 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS XR0000055
FileName_PostFix
XR0000055
RECORD_ID
PR0543386
PE
3528
FACILITY_ID
FA0003791
FACILITY_NAME
TUFF BOY INC
STREET_NUMBER
5151
STREET_NAME
ALMONDWOOD
STREET_TYPE
DR
City
MANTECA
Zip
95337
APN
22606017
CURRENT_STATUS
02
SITE_LOCATION
5151 ALMONDWOOD DR
P_LOCATION
99
P_DISTRICT
005
QC Status
Approved
Scanner
WNg
Tags
EHD - Public
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n 31 p <br /> Mr Martin Harris <br /> April 27,2004 <br /> r� Page 6 of 7 <br /> l <br /> other oxygenated gasoline additives were detected in the sample, although the field technician noted <br /> a"diesel"odor in water purged from the well <br /> Analytical results of soil and groundwater samples collected in January 2004 are summarized in <br /> Table 2 Laboratory reports and chain of custody documentation are included in Attachment D <br /> Confirmation groundwater samples collected from site wells in March 2004 contained substantially <br /> lower concentrations of gasoline constituents TPHg was detected only in wells MW1 and MW7 at <br /> concentrations of 720 ppb and 190 ppb,respectively Ethylbenzene and xylenes were detected only <br /> in well MW and 38 ppb and 37 ppb, respectively MTBE was detected in wells MW I, MW3, and <br /> MW5 at concentrations of 5 0 ppb, 12 ppb, and 3 1 ppb, respectively Analytical results of <br /> groundwater samples collected from site monitoring wells are summarized in Table 3 Field purge <br /> logs and the laboratory report for samples collected in March 2004 are included in Attachment E <br /> 4.0 SUMMARY <br /> Boring CPT1 and soil boring SB4 were advanced to approximately 35 feet bgs, and <br /> groundwater monitoring wells MW5 through MW7 were installed to depths of <br /> approximately 19 feet bgs to further investigate the nature and extent groundwater <br /> contamination beneath the site <br /> ® Soil beneath the site generally consists of sandy soil from the ground surface to <br /> approximately I 1-12 feet bgs, silt and clay from 11-12 feet to 16 feet bgs, sandy soil from 16 <br /> feet to 17 5-19 feet bgs, fine-grained soil from 17 5-19 feet to approximately 21 feet bgs, <br /> sandy soil from 21 feet to 26 feet bgs, fine-grained soil from 26 feet to 28 5 feet bgs, and <br /> sandy soil from 28 5 feet to 35 feet bgs, the maximum depth explored <br /> Field observations (odors, staining, PID readings) indicated that soil in the boring closest to <br /> the former UST (MW7) has been mildly impacted by petroleum hydrocarbons <br /> No constituents of concern were detected in the soil samples collected from borings MW5 and <br /> MW6 at the capillary fnnge <br /> Groundwater was first found at depths of approximately 8 feet bgs to 10 feet bgs during <br /> drilling <br /> Shallow groundwater near the former UST has been mildly to moderately impacted by <br /> petroleum hydrocarbon constituents Low levels of MTBE have migrated a relatively short <br /> distance downgradient of the former source <br /> In the most recent sampling event, none of the site wells contained MTBE at levels <br /> . exceeding the primary maximum contaminant level (MCL) of 13 ppb The secondary MCL <br /> of 5 ppb was exceeded in only one well (MW3 at 12 ppb) <br /> Groundze/souzalreports/WELLRPT2b doc <br />
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