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ARCHIVED REPORTS_2013_8
Environmental Health - Public
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ARCHIVED REPORTS_2013_8
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Last modified
7/17/2020 3:53:43 PM
Creation date
7/3/2020 10:57:25 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2013_8
RECORD_ID
PR0440005
PE
4433
FACILITY_ID
FA0004516
FACILITY_NAME
FORWARD DISPOSAL SITE
STREET_NUMBER
9999
STREET_NAME
AUSTIN
STREET_TYPE
RD
City
MANTECA
Zip
95336
APN
20106001-3, 5
CURRENT_STATUS
01
SITE_LOCATION
9999 AUSTIN RD
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440005_9999 AUSTIN_2013_8.tif
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EHD - Public
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9 385.42 133.24 <br /> 10 385.91 146.23 <br /> 11 386.17 159.23 <br /> 12 395.22 168.56 <br /> 13 400.71 180.34 <br /> 14 406.51 191.97 <br /> 15 407.22 204.87 <br /> ************************************************************* <br /> ** Factor of safety calculation for surface # 90 ** <br /> ** failed to converge within FIFTY iterations ** <br /> ** ** <br /> ** The last calculated value of the FOS was -.2884 ** <br /> ** This will be ignored for final summary of results ** <br /> ************************************************************* <br /> The trial failure surface in question is <br /> defined by the following 14 coordinate points <br /> Point x-surf y-surf <br /> No. (ft) (ft) <br /> 1 87.58 132.53 <br /> 2 89.53 131.53 <br /> 3 99.51 123.20 <br /> 4 109.39 114.74 <br /> 5 121.07 109.05 <br /> 6 427.53 109.87 <br /> 7 429.04 122.78 <br /> 8 432.87 135.20 <br /> 9 438.87 146.74 <br /> 10 444 .29 158.55 <br /> 11 444 .31 171.55 <br /> 12 451.46 182.41 <br /> 13 452.72 195.35 <br /> 14 454 .21 202.11 <br /> Factors of safety have been calculated by the <br /> * * * * * SIMPLIFIED JANBU METHOD * * * * <br /> The 10 most critical of all the failure surfaces examined <br /> are displayed below - the most critical first <br /> Failure surface No. 1 specified by 14 coordinate points <br /> Point x-surf y-surf <br /> No. (ft) (ft) <br /> • 1 52.09 120.70 <br /> 2 54.77 118.43 <br /> 3 63.96 109.24 <br />
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