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COMPLIANCE INFO_2020
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COMPLIANCE INFO_2020
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Entry Properties
Last modified
5/14/2020 2:00:15 PM
Creation date
5/14/2020 1:07:11 PM
Metadata
Fields
Template:
EHD - Public
ProgramCode
2200 - Hazardous Waste Program
File Section
COMPLIANCE INFO
FileName_PostFix
2020
RECORD_ID
PR0517960
PE
2228
FACILITY_ID
FA0010976
FACILITY_NAME
GARDNER TRUCKING INC
STREET_NUMBER
2577
Direction
W
STREET_NAME
YOSEMITE
STREET_TYPE
AVE
City
MANTECA
Zip
95337
APN
19823012
CURRENT_STATUS
01
SITE_LOCATION
2577 W YOSEMITE AVE
P_LOCATION
04
P_DISTRICT
003
QC Status
Approved
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SJGOV\dsedra
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EHD - Public
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11/19/2019 U.S.Seismic Design Maps <br /> OSHPD <br /> 2677 W Yosemite Ave, Manteca, CA 95337, USA <br /> L, rKtide, Longitude: 37.799072, -121.26219600000002 <br /> R <br /> Elma Electronic Gardner TruckingF. <br /> Sunny Valley <br /> Lathrop/Manteca Smoked Meats Main Auto Repair <br /> (D <br /> Truck Yard <br /> Go gle Map data 02019 <br /> Date 11119/2019,9:12:37 AM <br /> Design Code Reference Document ASCE7-1 0 <br /> Risk Category III <br /> ri Site Class D-Stiff Soil <br /> Type Value Description <br /> Ss 1.041 MCER ground motion.(for 0.2 second period) <br /> MCE <br /> S, 0.366 R ground motion.(for 1.0s period) <br /> Sms 1.128 Site-modified spectral acceleration value <br /> Smi 0.611 Site-modified spectral acceleration value <br /> SDS <br /> 0.752 Numeric seismic design value at 0.2 second SA <br /> SDI 0.407 Numeric seismic design value at 1.0 second SA <br /> ............. <br /> Type Value Description <br /> SDC D Seismic design category <br /> Fa 1.084 Site amplification factor at 0.2 second <br /> Fv 1.668 Site amplification factor at 1.0 second <br /> PGA 0.381 MCEG peak ground acceleration <br /> FPGA 1.119 Site amplification factor at PGA <br /> PGAM 0.426 Site modified peak ground acceleration <br /> TL 8 Long-period transition period in seconds <br /> SsRT 1.041 Probabilistic risk-targeted ground motion.(0.2 second) <br /> SsUH 1.012 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration <br /> SsD 1.5 Factored deterministic acceleration value.(0.2 second) <br /> S1 RT 0.366 Probabilistic risk-targeted ground motion.(1.0 second) <br /> S1 UH 0.333 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration. <br /> S1 0.6 Factored deterministic acceleration value.(1.0 second) <br /> PGAd 0.5 Factored deterministic acceleration value.(Peak Ground Acceleration) <br /> CRS <br /> 1.029 Mapped value of the risk coefficient at short periods <br /> CRI 1.098 Mapped value of the risk coefficient at a period of I s <br /> 1/2 <br /> https://seismicmaps.org <br />
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