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SU0014635
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SU0014635
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Entry Properties
Last modified
2/1/2022 8:42:17 AM
Creation date
1/18/2022 11:53:51 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0014635
PE
2600
FACILITY_NAME
SU-87-24
STREET_NUMBER
950
STREET_NAME
FINE
STREET_TYPE
RD
City
LINDEN
APN
09304009
ENTERED_DATE
12/13/2021 12:00:00 AM
SITE_LOCATION
950 FINE RD
QC Status
Approved
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SJGOV\jcastaneda
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EHD - Public
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J. H. KLEINFELDER & ASSOCIATES <br /> File No. 20-2925-01 <br /> June 16, 1987 <br /> Page 3 <br /> obtaining relatively undisturbed soil samples for visual examination, classification and <br /> laboratory testing. Soil samples were obtained by driving a 2-inch inside diameter <br /> sampler into the soil using a 140-pound hammer falling approximately 30 inches. The <br /> number of blows required to advance the sampler are presented on the Logs of <br /> Borings, Plates III through VI, at the corresponding sample locations. <br /> SOIL CONDITIONS <br /> The soil conditions encountered at the locations explored generally consist of very <br /> stiff to hard partly cemented very sandy silt with occasional sandy clay lenses. These <br /> soils extended to the maximum depths explored and generally became more cemented <br /> with depth. <br /> No free groundwater was encountered in the borings drilled. It is possible, <br /> however, that groundwater conditions at the site could change at some time in the <br /> future due to variations in rainfall, groundwater withdrawal, construction activities, or <br /> other factors not apparent at the time our test borings were drilled. <br /> The above is a general summary of the soil and groundwater conditions <br /> encountered in the test borings drilled for this investigation. A more detailed <br /> description of the soils encountered in each boring are noted on the Logs of Borings. <br /> All soils have been classified according to the Unified Soil Classification System <br /> described on Plate 11. <br /> LABORATORY TESTING <br /> Laboratory tests were performed on selected samples obtained from the exploratory <br /> borings in order to evaluate the moisture and density characteristics of the soils <br /> encountered. The tests performed consisted of Moisture Content and Dry Density <br /> Determinations. The results are noted on the Logs of Borings at the corresponding <br />
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