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ARCHIVED REPORTS_2010
Environmental Health - Public
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4400 - Solid Waste Program
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PR0440058
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ARCHIVED REPORTS_2010
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Last modified
7/17/2020 3:53:37 PM
Creation date
7/3/2020 11:02:15 AM
Metadata
Fields
Template:
EHD - Public
ProgramCode
4400 - Solid Waste Program
File Section
ARCHIVED REPORTS
FileName_PostFix
2010
RECORD_ID
PR0440058
PE
4433
FACILITY_ID
FA0004518
FACILITY_NAME
NORTH COUNTY LANDFILL
STREET_NUMBER
17720
Direction
E
STREET_NAME
HARNEY
STREET_TYPE
LN
City
LODI
Zip
95240
APN
06512004
CURRENT_STATUS
01
SITE_LOCATION
17720 E HARNEY LN
P_LOCATION
99
P_DISTRICT
004
QC Status
Approved
Scanner
SJGOV\rtan
Supplemental fields
FilePath
\MIGRATIONS\SW\SW_4433_PR0440058_17720 E HARNEY_2010.tif
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EHD - Public
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section south of Hollister to Parkfield. The northern half of the San Andreas Fault is <br />further segmented near San Francisco. <br />The largest historical earthquake on the Peninsula segment was the 1906, San Francisco <br />Earthquake with a moment magnitude of 7.8 (Well and Coppersmith, 1994). This <br />earthquake was due to simultaneous rupture of the North Coast and Peninsula <br />segments. <br />The 2003 U. S. Geological Survey Working Group on earthquake probabilities in <br />California estimated the expected magnitude on the San Andreas fault for a repeat of <br />the 1906 earthquake as M=7.9 with a return period of approximately 300 years. Since <br />the last large event was in 1906, the probability that the magnitude 7.9 event will occur <br />in the next 30 years was estimated at less than 10% with good confidence. Using the <br />Working group procedure, I computed the probability that the North Coast segment <br />will experience a magnitude 7.9 earthquake during the next 100 years to be about 20%. <br />This probability is lower than the chance of 1/3 in 100 years discussed above. Although <br />it is more conservative, there is precedence for using a magnitude 8 event on the San <br />0 Andreas. <br />1 recommend using an MPE of magnitude 8.0 at a distance of 126 km for the San <br />Andreas Fault. <br />Ground Motions <br />Horizontal ground motions (i.e., PGA and spectral acceleration) are estimated for each <br />seismic source based on the parameters listed above (also see table 2). Ground motions <br />are estimated based on the recently developed PEER NGA empirical attenuation <br />models: Abrahamson and Silva (2006), Boore and Atkinson (2006), Campbell and <br />Bozorgnia (2006), and Chiou and Youngs (2006). The average PGA values for each <br />source are listed in Table 2 and the average horizontal spectra (5% spectral damping) <br />are plotted in Figure 2a. These ground motion values are for an average shear wave <br />velocity of 760 m/sec in the top 30 meters of the site. A depth to the 2.5km/sec <br />boundary of 0.393km was used for the Campbell and Bozorgnia (2006) NGA model. <br />The CRCV source controls the MPE ground motions for PGA and periods less than <br />approximately 0.4 seconds. For spectral periods greater than 0.4 sec, the larger and <br />C <br />
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