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ARCHIVED REPORTS_2005_6
EnvironmentalHealth
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EHD Program Facility Records by Street Name
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AUSTIN
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4400 - Solid Waste Program
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PR0440005
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ARCHIVED REPORTS_2005_6
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Entry Properties
Last modified
7/18/2020 5:41:08 AM
Creation date
7/3/2020 10:50:08 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2005_6
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_2005_6.tif
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EHD - Public
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DIFFERENTIAL LANDFILL SE-ii LEMENT-5% FINAL CLOSURE SLOPE <br /> MODEL PARAMTERS: <br /> CELL DEPTH (H): 10 FT GRID X SPACING (X): 25 FT <br /> BASE SETTLEMENT FACTOR (BRF): 22.0%® GRID Y SPACING (Y): 25 FT <br /> RANDOM SETTLEMENT FACTOR(RRF): 6.0% SLOPE(S): 5% <br /> BASE ELEVATION (BE): 10 FT <br /> SURFACE ELEVATION FOR LANDFILL AFTER DIFFERENTIAL SETTLEMENT <br /> 325 19-mMm <br /> 3001 84.9 86.3 87.1 87.8 88.6 89.4 90.8 92.0 92.8 93.8 94.2 94.8 <br /> 2T51 85,5 86.0 87.3 88.3 89.2 89.7 90.9 91.8 92.7 93.9 95.2 95.5 <br /> 2501 85.7 86.3 87.6 87.9 89.0 89.6 90.2 91.5 92.1 93.7 94.7 95.0 <br /> 2251 85.3 85.7 86.6 87.7 88.5 89.5 90.4 91.6 92.6 93.1 .94.4 95.11 <br /> 7-8 <br /> 88-3 <br /> 87 9 <br /> 6'-3 7 <br /> 86 0 <br /> 78 6 3' <br /> 8�.7 87.7 <br /> 200 85.3 85.7 86.8 88.11 88.5 89.8 90.31 91.9 92.61 93.3 94.4 95.9 <br /> 175 84.6 85.9 86.8 87.8 88.7 89.9 -90.91 91.2 92.4 93.4 94.4 95.2 <br /> 150 84.7 85.6 87.2 88.1 88.4 89.7 90.81 91.8 92.3 93.6 95.1 95.2 <br /> 125 85.7 86.5 87.2 88.0 bb,. 88.6 90.0 90.81 91.7 92.7 93.5 94.3 95.0 <br /> 100 84.9 86.1 86-7 87.6 -. 88.7, 90.01 90.4 91.4 92.5 94.0 94.81 95.3 <br /> 751 85.4 86.2 86.71 87-5 88.2 89.41 90.1 91.4 92.8 93.3 94.61 95.7 <br /> 50 86.0 86.1 86.91 87.9 88.3 89.7 90.4 92.0 92.6 93.5 94.0 95.4 <br /> 25 85.1 85.7 86.8 87.9 89.1 89.6 90.2 91.1 92.6 93.8 94.6 95.9 <br /> m <br /> o um <br /> 0 25 501 751 1001 1251 1501 1751 200 2251 250 �27 5 <br /> .LANDFILL CROSS SECTION <br /> IUSED IN GRAPH <br /> FINAL LANDFILL SLOPE AFTER DIFFERENTIAL SETTLEMENT <br /> 325 <br /> 300 00W 5.7% 3.1% 2.9% 3.4%1 3.1% 5.5% 5.1% 2.9% 4.1% 1.7% <br /> 275 <br /> 2.1% 5.1% 4.2% 3.4% 2.2% 4.8% 3.5% 3.6% 4.7% 5.0% <br /> 250 2,5% 5.3% 1.1% 4.2% 2.3% 2.3% 5.2% 2.6% 6.5% 3.9% <br /> 225 1.6% 3.8% 4.1% 3.1% 4.1% 3.8%1 4.6% 3.9% 2.0% 5.5% <br /> E 200 1.4% 4.4% 5.2% 1.7% : 5.3% 2.1% 6.4% 2.8% 2.7%1 4.3% <br /> 00 <br /> 175 5.2% 3.4% 4-1% 3.8% !E4.6% 4.2% 1.2% 4.8% 3.8%1 4.1% <br /> 150 3.7% 6.1% 3.6% 1.5% 5.3% 4.1% 4.1% 2.0% 5.3%1 6.1% <br /> 1253, 3.0% 2.9% 3.3% 2.1% 5.9% 3.3% 3.4% 4.3% 3.20/c 3.1% <br /> ......... ... <br /> 100 '... 4.8% 2.4% 3.4% 4.4% 5.1% 1.7% 4.3% 4.3% 6.1% 3.0% <br /> 7 5 <br /> 3.3% 1.9% 3.0%1 2.9% 4.9% 2.8%1 5.0% 5.6% 2.3% 5.1% <br /> 50 'riff w 0.7% 2.9% 4.0% 2.0% 5.3% 3.1% 6.3% .9u/o 2.0% <br /> 2 5 <br /> 5 2-1% 4.5% 4.6% 4.7% 1.9% 2.7% 3.6% 5.8% 5.0% 2.9% <br /> 0 <br /> 0 <br /> 0 25 50 75 100 125 150, 175 200 225 250 275 <br />
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