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ARCHIVED REPORTS_XR0002338
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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3500 - Local Oversight Program
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PR0545196
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ARCHIVED REPORTS_XR0002338
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Entry Properties
Last modified
1/23/2020 3:57:18 PM
Creation date
1/23/2020 3:42:40 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0002338
RECORD_ID
PR0545196
PE
3528
FACILITY_ID
FA0005840
FACILITY_NAME
STEVE RENTELS
STREET_NUMBER
275
Direction
E
STREET_NAME
GRANT LINE
STREET_TYPE
RD
City
TRACY
Zip
95376
CURRENT_STATUS
02
SITE_LOCATION
275 E GRANT LINE RD
P_DISTRICT
005
QC Status
Approved
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SJGOV\sballwahn
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EHD - Public
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indicated that detectable concentrations of Total Petroleum <br /> �.� Hydrocarbons as Gasoline (TPH-G) , toluene , ethylbenzene , <br /> and total xylenes were present in a groundwater sample <br /> acquired from monitoring well MW-2 . . . one of three on-site <br /> groundwater monitoring wells . The analytical results <br /> reported by AES appear in Table 2 . <br /> Detectable concentrations of fuel hydrocarbons were also <br /> present in scil samples acquired dur=.ng the installation of <br /> monitoring wel ' s MW-1 and MW-3 during July , 1991 , and in <br /> other soil samples acquired from the area formerly occupied <br /> by the underground gasoline storage tanks during July , 1989 <br /> and July, 1990 . <br /> Four soil borings were also advanced during during July of <br /> 1991 . Soil samples acquired from these borings contained <br /> significant levels of fuel hydrocarbons ( including 5 , 100 <br /> parts per million {ppm} Total Petroleum Hydrocarbons as <br /> Gasoline {TPH-G} and 2 , 000 parts per billion {ppb} benzene <br /> in SB1 at 9 feet , and 220 ppm TPH-G in SB2 ) . <br /> On September 30 and October 1 , 1993 , Del Tech Geotechnical <br /> Support Services of Oakdale advanced nine ( 9) soil borings <br /> at the locations shown on Figure 2 in order to further <br /> define the extent of soil and shallow groundwater <br /> contamination. Each boring was advanced with a hand auger . <br /> Discrete soil samples and a grab water sample were acquired <br /> from each borehole . Each soil sample was collected within <br /> a 1 . 9 inch diameter by 4 . 0 inch long clean brass sleeve <br /> fitted within a drive sampler lowered into the borehole to <br /> a point accessed by the hand auger . Upon being retrieved, <br /> the drive sampler was opened and the brass sleeve removed. <br /> The ends of each sleeve were then covered with teflon <br /> sheeting/aluminum foil , fitted with plastic caps , and <br /> sealed with duct tape . Each tube was then marked and <br /> placed in an iced , insulated container for transportation <br /> to JL Analytical Services , Inc . of Modesto, a California- <br /> state certified hazardous waste analytical laboratory , <br /> under chain of custody . Subsequent analyses were performed <br /> for Total Petroleum Hydrocarbons as Diesel (TPH-D) , Total <br /> Petroleum Hydrocarbons as Gasoline (TPH-G) , benzene, <br /> toluene , ethylbenzene , and total xylenes (BTEX) using EPA <br /> Methods 3550/8015 and 5030/8015-8020 , respectively; and for <br /> Total Oil and Grease (TOG) using SM 5520 D&F. <br /> Grab water samples from each boring were acquired within a <br /> clean, disposable polyethylene bailer lowered into the bore <br /> hole to a point just below the surface of the water . Upon <br /> being returned to grade , the contents of each bailer were <br /> transferred into four Volatile Organic Analysis (VOA) vials <br /> and two amber glass liter bottles . Each container was <br /> promptly covered with a teflon-lined screw cap, labeled , <br /> Aftwf' and placed in an iced , insulated container for trans- <br /> Page 2 <br />
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