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SU0002217
Environmental Health - Public
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THORNTON
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2600 - Land Use Program
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UP-99-13
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SU0002217
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Last modified
11/9/2022 4:19:56 PM
Creation date
9/9/2019 10:35:58 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2600 - Land Use Program
RECORD_ID
SU0002217
PE
2626
FACILITY_NAME
UP-99-13
STREET_NUMBER
14749
Direction
N
STREET_NAME
THORNTON
STREET_TYPE
RD
City
LODI
Zip
95240
ENTERED_DATE
10/26/2001 12:00:00 AM
SITE_LOCATION
14749 N THORNTON RD
QC Status
Approved
Scanner
SJGOV\sballwahn
Supplemental fields
FilePath
\MIGRATIONS\T\THORNTON\14749\UP-99-13\SU0002217\APPL.PDF \MIGRATIONS\T\THORNTON\14749\UP-99-13\SU0002217\CDD OK.PDF \MIGRATIONS\T\THORNTON\14749\UP-99-13\SU0002217\EH COND.PDF \MIGRATIONS\T\THORNTON\14749\UP-99-13\SU0002217\EH PERM.PDF
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EHD - Public
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A-1 <br /> b <br /> EXHIBIT A <br /> t FIELD AND LABORATORY INVESTIGATIONS <br /> _4 <br /> Field Investigation <br /> The field investigation consisted of a surface reconnaissance <br /> and a. subsurface exploratory program. On October 6 , 1980 , <br /> three .exploratory pits were advanced. The test pit locations <br /> are shown on Drawing 1. <br /> The soils encountered were loggedIn the field during the <br /> exploration and with supplementary laboratory test data are <br /> described in accordance with the Unified Soil Classification <br /> System. <br /> A penetration test was performed at selected depths . Relatively <br /> undisturbed soil samples are obtained while performing this <br /> test. Additional bag samples of the disturbed soil were ob- <br /> tained from the auger cuttings. All samples are returned to <br /> our laboratory for evaluation. <br /> Laboratory Investigation <br /> The laboratory investigation was programmed to determine the <br /> physical and mechanical properties of the foundation soil under- <br /> lying the site. Test results were used as criteria for determin- <br /> ing the engineering suitability of the surface and subsurface <br /> materials encountered. <br /> In-situ moisture content; dry density, unconfined compressive <br /> strength and Atterberg Limits were determined for the undisturbed <br /> samples representative of the. subsurface material. These tests, <br /> supplemented by visual observation, comprised the basis for our <br /> evaluation of the site material. <br /> The logs of the exploratory borings and laboratory determinations <br /> are presented in this Exhibit. <br /> I <br /> i <br /> 1 <br /> 1 <br /> 1 . <br />
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