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ARCHIVED REPORTS XR0012566
Environmental Health - Public
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3500 - Local Oversight Program
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PR0544231
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ARCHIVED REPORTS XR0012566
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Entry Properties
Last modified
3/6/2019 4:30:47 PM
Creation date
3/6/2019 1:56:25 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0012566
RECORD_ID
PR0544231
PE
3526
FACILITY_ID
FA0023968
FACILITY_NAME
NOMELLINI CONSTRUCTION CO
STREET_NUMBER
1045
Direction
W
STREET_NAME
CHARTER
STREET_TYPE
WAY
City
STOCKTON
Zip
95206
APN
16323040
CURRENT_STATUS
02
SITE_LOCATION
1045 W CHARTER WAY
P_LOCATION
01
QC Status
Approved
Scanner
WNg
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EHD - Public
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VAKa.,... <br /> 2 <br /> results,Nomellini Construction decided to backfill the excavation with clean fill and <br /> further assess the extent of the contamination with a soil boring program. <br /> In May, 1989,Kleinfelder supervised 6e drilling of nine soil borings(B-1 through B-9) <br /> in the vicinity of the former tank es ontain,4 total petroleuit. Samples were m hydrocarbons ed from asths of 10.5 gasoline atto 26 <br /> le els <br /> feet. Ten of lS soil sarnp <br /> ranging from nondetect to 450 ppm. <br /> Higb concentrations of TPH a5 gasoline(MV-9),benzene,toluene,ethylbenzene,and <br /> xylenes(BTEX)were detected just above and below the groundwater surface in boring <br /> B-1 which was located adjacent to the south edge of the excavation. Similarly,high <br /> TPH-g concentrations were detected just above the groundwater surface in 13-2, <br /> approximately 20 feet north of the former tank excavation. The remaining samples had <br /> relatively low concentrations detected,but TPHs were consistently detected just above the <br /> groundwater surface. Groundwater was encountered at a depth of about 25 feet below <br /> ground surface. <br /> In February,1991,Kleinfelder drilled three borings B-10 through B-12. These borings <br /> were subsequently converted into monitor wells MW-1 through MW-3. TPH-g was <br /> detected in the groundwater in February, 1991 in MW-1 thraugh MW-3 at concentrations <br /> of 1,700 ppm, 10,000 ppm and 1,500 ppm,respectively, In June, 1991, 1.5 feet of free <br /> product was measured in MW-l. The groundwater gradient has generally varied between <br /> the northeast to southeast. <br /> 9 <br /> =Artesian Environmental Consul measured hydrocarbon thickness'19 MW-1 on Manch, <br /> ��Y16*499216 be'-1.82'ftkr..,GfdbWdWattr ow direction orr'P�arch 16,'1992,was ta''tlie_,r <br /> southeast"Watardcpth was.measured on March 16,1992 for MW-1 through MW-3 at <br /> 32:5:32.7-'ad 32�.�.,`ec�ticlow ground su- ace,i s ect�vely.. t <br /> REMOVAL OF FREE PRODUCT <br /> Free product removal is a high priority activity for the site. Product bailing in MW-1 <br /> using a dedicated bailer is being performed on the site on a weekly basis. The free <br /> Product is collected and stored in 55 gallon drums,pending proper disposal. A full scale <br /> groundwater and soil remediation plan will be submitted to the appropriate agencies after <br /> the data from the proposed three monitor wells is evaluated. <br /> SOIL PELF SAMPLING <br /> Four sail samples vill be collected in the approximately 50 cubic yard pile of previously <br /> 'excavated sail, The samples will be composited into one sample and analyzed for total <br /> extractable petroleum hydrocarbons(TEPH)and benzene,toluene,ethylbenzene,and <br /> xylenes(BTEX),by EPA Methods 8015 and 8020,respectively.-.'Discrete soil samples:.. <br /> will be collected and analyzed for total lead,_RCF,and STCL lead. <br /> 1 • / <br /> u� <br />
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