My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
2002 W Alton Ave - Soils Report
PBA
>
Building
>
Soils Reports
>
A
>
Alton Ave
>
2002 W Alton Ave
>
2002 W Alton Ave - Soils Report
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
6/28/2021 8:57:47 AM
Creation date
6/28/2021 8:57:13 AM
Metadata
Fields
Template:
Soils Report
Full Address
2002 W Alton Ave
Jump to thumbnail
< previous set
next set >
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
349
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
Project No. D-3885-06 <br />Christ Our Savior Catholic Parish <br />Basin) Fault is a portion of a structural zone up to three miles wide that contains several <br />mapped faults and anticlinal folds. North-south compression across the Los Angeles <br />Basin has resulted in discontinuous uplifts along the zone from Newport Beach, <br />northward to Baldwin Hills. Several of these uplifts have formed faulted anticlinal traps <br />for the accumulation ofoil and gas, which is being extracted today. <br />In 1933 the Newport Inglewood Fault ruptured and produced a magnitude 6.3 earthquake <br />located just off Newport Beach. This was known as the destructive Long Beach <br />Earthquake. which caused many deaths and major damage to structures. Subsequent to <br />that 1933 event, there were several smaller earthquakes and numerous minor events along <br />the fault. No surface rupture of the fault was reported but very strong ground shaking <br />resulted in lateral spreading and liquefaction at several low lying Iocations within several <br />miles of the fault trace between Newport and Long Beach. <br />USGS National Seismic Hazard Maps for Source parameters interactive query has been <br />used to determine the closest fault to the site within 50 miles and has been tabulated on <br />Table - I in Appendix D. <br />U.S.G.S. Earthquake Hazard Program <br />Latest Interactive U.S.G.S. Earthquake Hazard Program using Unified Hazard Tool has <br />been utilized for Dynamic Conterminous U.S. 2014 (v4. 1. I ) and peak ground <br />acceleration. <br />Revised version of the 2008 U.S.C.S. National Seismic Hazard Mapping Project <br />(NSHMP) PSHA Interactive Deaggregation for the spectral period of 0 second (PGA) is <br />used. <br />The Peak Horizontal Cround Accelerations for l0% probability of exceedance in 50 <br />years i.e. return period of 475 years, 5% probability of exceedance in 50 years i.e. retum <br />6 <br />Faults Close to the Site <br />I <br />T <br />I <br />I <br />I <br />I <br />T <br />I <br />I <br />I <br />I <br />t <br />I <br />T <br />I <br />J <br />I <br />T <br />I
The URL can be used to link to this page
Your browser does not support the video tag.