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ARCHIVED REPORTS_XR0003144
Environmental Health - Public
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ARCHIVED REPORTS_XR0003144
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Last modified
2/11/2020 9:40:38 PM
Creation date
2/11/2020 9:15:17 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
3500 - Local Oversight Program
File Section
ARCHIVED REPORTS
FileName_PostFix
XR0003144
RECORD_ID
PR0545309
PE
3528
FACILITY_ID
FA0010339
FACILITY_NAME
H&H ENGINEERING CONST INC
STREET_NUMBER
212
STREET_NAME
INDUSTRIAL
STREET_TYPE
DR
City
STOCKTON
Zip
95206-3920
APN
17728019
CURRENT_STATUS
02
SITE_LOCATION
212 INDUSTRIAL DR
P_LOCATION
01
P_DISTRICT
001
QC Status
Approved
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EHD - Public
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Project No 034-98081 <br /> Page No 5 <br /> The possibility of preferential distribution of fine- to medium-grained sand lenses in boreholes B-2 and <br /> B-3 is supported by observations of groundwater recharge in these boreholes during groundwater <br /> sampling attempts Borehole B-2 was drilled initially to 35 feet bgs without attempting Hydropunch® <br /> sampling because the groundwater surface was expected to exist below that depth However, upon <br /> removal of the drilling plug from the hollow stern auger at 35 feet bgs, groundwater was noted to rapidly <br /> fill the auger, allowing sample collection using a bailer With the above knowledge of current <br /> groundwater depth, a Hydropunch0 was used to sample groundwater from borehole B-3 by driving the <br /> sampler from 32 to 36 feet bgs Upon retraction of the sampler body, groundwater was noted to rapidly <br /> ' fill the screen interval of the Hydropunch® allowing unhindered sample collection <br /> Initial attempts to sample groundwater in boreholes B-4 through B-7 failed due to much slower recharge <br /> into the Hydropunch© sampler, even though a similar soil type (CL) was intercepted at the target sample <br /> depth in most boreholes Sampling was ultimately accomplished by overdrilling to 40 feet bgs, <br /> retracting auger to 35 feet bgs, and allowing groundwater to slowly recharge into the borehole <br /> 62 Chemical Constituent Distribution and Relationships <br /> 62 1 Constituent Distribution <br /> Review of Tables I and II show that PHCs were detected in soil from the 20 to 40 feet bgs interval of <br /> borehole B-2 and the 30 feet bgs sample from borehole B-3 With exception of TPH-G detected in <br /> borehole B-2 at 20 feet bgs, benzene was the only PHC detected in soil Soils from boreholes B-4 <br /> through B-7 were not sampled, however, the lack of positive PID readings or field indications of <br /> hydrocarbon odors while advancing boreholes suggests the unsaturated zone soils are not impacted at <br /> these locations <br /> Groundwater samples were collected from the six boreholes near the water table (Pz�34 to 40 feet bgs) <br /> Detectable PHCs were only present in groundwater collected at boreholes B-2 and B-3 Benzene <br /> concentrations of 10,000 micrograms per liter (gg/1) and 2,200 µg/l, and TPH-G concentrations of 4,700 <br /> p.g/l and 3,100 µg/1 were present at boreholes B-2 and B-3, respectively The groundwater sample with <br /> highest PHC concentration was also analyzed for MTBE -- this constituent was not detected <br /> APDL, Inc , the analytical laboratory conducting analyses on the August 1998 soil and groundwater <br /> samples, was requested to conduct a confirmation analysis of the groundwater sample with the highest <br /> KRAZAN & ASSOCIATES, INC <br /> Offices Serving the Western United States <br /> 3498081 SGS <br />
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