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SU0002424 SSNL
Environmental Health - Public
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SU0002424 SSNL
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Last modified
6/2/2020 4:17:05 PM
Creation date
6/2/2020 3:56:29 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
FileName_PostFix
SSNL
RECORD_ID
SU0002424
PE
2626
FACILITY_NAME
UP-89-09
STREET_NUMBER
6060
Direction
E
STREET_NAME
NORTHLAND
City
MANTECA
ENTERED_DATE
10/26/2001 12:00:00 AM
SITE_LOCATION
6060 E NORTHLAND
QC Status
Approved
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SJGOV\gmartinez
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EHD - Public
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F+ <br /> �� KLEINFELDER <br /> File No.: 20-3121-02 <br /> November 2, 1988 <br /> Page 3 <br /> SITE CONDITIONS <br /> - At the time of our field explorations, the site contained a house and barn on an <br /> approximate 4- to 5-foot high fill pad off Northland Road. The fill pad covers the <br /> approximate north 1/3 to 1/2 of the proposed building location. The remainder of the <br /> site consists of a relatively flat almond orchard approximately 4 to 5 feet below <br /> Northland Road and the fill pad. The locations of any underground utilities at the site <br /> are not known to our firm at this time. <br /> FIELD EXPLORATIONS <br /> The field explorations for this investigation were performed on October 13, 1988, and <br /> consisted of drilling eleven test borings to depths of approximately 5 to 15-1/2 feet <br /> below existing ground surface. The test borings were drilled with a truck-mounted <br /> drill rig using 6-inch diameter continuous-flight auger. Continuous logs of the soils <br /> encountered in the test borings were maintained by a field engineer from our firm who <br /> assisted in obtaining relatively undisturbed soil samples for visual examination, <br />,.: classification and laboratory testing. Soil samples were obtained by driving a 2-inch <br /> inside diameter sampler into the soil using a 140-pound hammer falling approximately <br /> 30 inches. The number of blows required to advance the sampler are presented on the <br /> Logs of Borings, Plates III through IX, at the corresponding sample locations. <br /> SOIL CONDITIONS <br /> The soil conditions encountered at the locations explored generally consist of light <br />-' brown silty sands that grade relatively clean with depth. Exceptions were more silty <br /> soils encountered below 12 feet in Boring 1 and a thin sandy silt layer encountered at <br /> .S 3 feet in Boring 6. The fill soils placed for the existing building pad are generally <br /> 1 <br /> r <br /> f <br />
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