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ARCHIVED REPORTS_2003_5
Environmental Health - Public
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4400 - Solid Waste Program
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ARCHIVED REPORTS_2003_5
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Entry Properties
Last modified
7/17/2020 3:53:22 PM
Creation date
7/3/2020 10:49:21 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2003_5
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_2003_5.tif
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EHD - Public
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SHAKE Olenames: 1b.inp,2b.inp,3b.inp,4b.inp <br /> 70 feet of refuse over 80 feet of sand over bedrock <br /> Time history developed by Geosyntec for MCE M=6.7 saratoga avenue <br /> Time history developed by Geosymec for MCE M=6.7 santa teresa hills <br /> Time history developed by Geosymec for MCE M=6.7 corralitos eureka canyon road <br /> Time history developed by Geosymec for MCE M=7.9 synthetic M8+(Seed and Idriss,1969) <br /> Notes: <br /> GeoSyntec recommended that for spectral reasons,the time histories needed to be scaled up as follows: <br /> MCE M=7.9:bedrock acceleration to 0.IOg <br /> MCE M=6.7:bedrock acceleration to 0.19g <br /> Layer Layer Unit SW Vel Material Description Acceleration Acceleration Acceleration Acceleration <br /> Number Thickness Weight G/Gmax,Damping M=6.7 M=6.7 M=6.7 M=7.9 <br /> Saratoga Santa Teresa Corralitos Synthetic <br /> Ib.inp 2b.inp 3b.inp 4b.inp <br /> (feet) (PC f) (fps) O ( ) O ( ) <br /> 1 10 75 650 refuse(Matasovic and Kavas ian.1998) 0.21 0.20 0.26 0.14 <br /> 2 10 75 650 refuse(Matasow and Kavazan"ian,1998) 0.20 0.20 0.25 0.14 <br /> 3 10 75 1 650 refuse(Matasovic and Kavazadian,1998) 0J9 0.19 0.22 0.13 <br /> 4 10 75 1 650 refuse(Matasovic and Kavazan'ian.1998) 0.17 0.18 0.19 0.11 <br /> 5 10 75 650 refuse(Matasovic and Kavazan'ian,1998) 0.16 0.17 0.17 0.10 <br /> 6 10 75 675 refuse(Matasovic and Kavazan"ian,1998) 0.16 0.16 0.14 0.10 <br /> 7 10 75 750 refuse(Matasovic and Kavazan'ian,1998) 0.16 0.14 0.15 0.10 <br /> 8 10 125 800 sand(Vucetic and Dobry,1991) 0.16 0.12 0.18 0.10 <br /> 9 10 125 800 sand(Vucetic and Dobry,1991) 0.15 0.14 0.20 0.11 <br /> 10 10 125 800 sand(Vucetic and Dobry,1991) 0.14 0.16 0.20 0.11 <br /> 11 10 125 900 sand(Vucetic and Dobry,1991) 0.15 0.16 1 0.17 0.09 <br /> 12 10 125 1 900 sand(Vucetic and Do ,199 1) 0.15 0.15 0.15 0.08 <br /> 13 10 125 900 sand(Vucetic and Dobry,1991) 0.15 0.15 0.16 0.09 <br /> 14 t0 125 1000 sand(Vucetic and Dobry,1991) 0.15 0.16 0.16 0.08 <br /> 15 10 125 1000 sand(Vucetic and Dobry.1991) 0.16 0.16 0.16 0.08 <br /> 16 130 3000 bedrock 0.19 0.19 0.19 0.10 <br /> P'.W)WW-T-d WMU..11...7n effuse over 80 gal ow bed_j d, <br />
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