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ARCHIVED REPORTS_XR0009519
EnvironmentalHealth
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3500 - Local Oversight Program
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PR0545099
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ARCHIVED REPORTS_XR0009519
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Last modified
12/17/2019 4:03:41 PM
Creation date
12/17/2019 3:52:41 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0009519
RECORD_ID
PR0545099
PE
3528
FACILITY_ID
FA0025655
FACILITY_NAME
VALLEY SHOWCASE CO
STREET_NUMBER
913
Direction
W
STREET_NAME
FREMONT
STREET_TYPE
ST
City
STOCKTON
Zip
95207
APN
13545022
CURRENT_STATUS
02
SITE_LOCATION
913 W FREMONT ST
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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' 3.2 Well Borehole Drilling and Soil Sample Collection <br /> ' V&W Drilling (C-57 Lic. # 720904) advanced the monitoring well borehole, MW-5, using hollow <br /> stem augers. The borehole was drilled on September 3, 1999, at a location approximately <br /> seven feet west of MW-2 (see Figure 2). <br /> ' Prior to drilling, V&W decontaminated the auger flights in their yard to minimize the possibility <br /> of downhole contamination. V&W drummed the soil cuttings and placed this drum against the <br /> ' northern building wall. <br /> V&W collected soil samples at approximately 5-foot vertical intervals using a California- <br /> modified, split spoon sampler equipped with three, 6-inch long clean brass sleeves. The <br /> t borehole was logged based on the 5-foot samples, as well as soil cuttings. First water was <br /> encountered at approximately 9 feet below ground surface (bgs). A detailed description of the <br /> subsurface lithology can be found in the Boring Log included in Appendix A. <br /> JJW retrieved soil samples from the sampler at each 5-foot interval, and sealed one of the <br /> three brass sleeves with Teflon sheets, plastic end caps, and duct tape. The samples were <br /> labeled, placed on ice in a cooler, and delivered to the analytical laboratory. Chain of custody <br /> documentation was maintained. The four collected soil samples were transported under chain- <br /> of-custody to TEG-Northern California, Inc. (TEG), a State of California certified analytical <br /> laboratory (Certification No. 1671). TEG analyzed for the following parameters per the San <br /> Joaquin County directive: <br />' Total petroleum hydrocarbons as gasoline (TPH-g) (EPA method 8015 modified),- <br /> The <br /> odified);The aromatic volatile fuel components benzene, toluene, ethylbenzene, and xylenes <br /> (BTEX) (EPA method 8020). <br />' Soil sample analytical results are summarized in Table III. The analytical laboratory data <br /> sheets can be found in Appendix B. <br /> 3.3 Soil Sample Laboratory Analytical Results <br /> Laboratory analyses of the four soil samples revealed increasing levels of gasoline and <br /> aromatic volatile hydrocarbon compounds (BTEX) with depth, peaking at 15 feet below the <br /> surface. The 15 foot sample value for total petroleum hydrocarbons as gasoline (TPH-g) is <br /> 1300 mg/kg and for benzene, 4.1 mg/kg. The last soil sample, collected at 20 feet, revealed a <br />' significant reduction in petroleum contaminates. TPH-g was not detected (<1.0 mg/kg). <br /> benzene was detected just above the detection limit at 0.010 mg/kg. The analytical laboratory <br /> data sheets can be found in Appendix B. <br /> 3.4 Monitoring Well Construction <br /> The monitoring well was constructed using 2-inch diameter, schedule 40 PVC well casing. The <br /> screens <br /> portion of the wells consisted of factory-perforated PVC casing with 0.020-inch wide <br /> slots. The monitoring well was screened from depths of approximately 5 feet to 20 feet. No <br /> tchemical cements, glues, or solvents were used in the well construction. <br /> The annular space of the well was backfilled with No. 3 Colorado sand to approximately 1-foot <br />' above the top of the perforated casing. A bentonite seal approximately 2 feet thick was placed <br />' 2 JJW GEOSCIENCES Inc. <br />
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