My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
REV94445
DRMS
>
Back File Migration
>
Revision
>
REV94445
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
8/25/2016 3:19:53 AM
Creation date
11/21/2007 11:40:28 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
Revision
Doc Date
8/6/1998
Doc Name
REPORT ON DEVELOPMENT OF PROBABILISTIC EARTHQUAKE GROUND MOTIONS FOR CC&V PROJECT VICTOR CO
From
GOLDER ASSOCIATES INC
To
CRIPPLE CREEK & VICTOR GOLD MINING CO
Type & Sequence
TR27
Media Type
D
Archive
No
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
10
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).
View images
View plain text
May 15, 1998 • 4 • 983-2345.135 <br />Source 100-Year <br />Return Period 475-Year <br />Retum Period 1,000-Yeaz <br />Retum Period 2,500-Year <br />Retum Period <br />U.S. Geological 0.015 g 0.04 g 0.06 g 0.10 g <br />Survey (1996) <br />Algermissen et - 0.02 g - 0.06 g <br />al (1990) <br />The different PGAs for the site area indicated by the mapping of the U.S. Geological <br />Survey (1996), as compazed to that of Algermissen et al (1990), maybe the result of the <br />use of a more complete historical seismicity data base, the use of active fault sources in <br />the probabilistic analysis, and the use of different and more current attenuation <br />relationships. Both the hazazd mapping by the U.S. Geological Survey (1996) and <br />Algermissen et al (1990) support the fact that the seismic hazard of the project site area, <br />in terms of PGA, is generally low. For further comparison, the 1994 United States <br />Uniform Building Code (UBC) places the CC&V site within Seismic Zone 1. The UBC <br />Seismic Zone 1 has an equivalent PGA of 0.075 g. <br />DEVELOPMENT OF EARTHQUAKE STRONG GROUND MOTIONS <br />The development of earthquake ground motions for the CC&V Project valley leach <br />facility was based on a probabilistic approach that included an initial step involving the <br />identification and characterization of potential seismogenic sources, within a 100 km (62 <br />mi) radius, that could affect the seismic design at the site. Seismogenic source data and <br />pazameters developed from this initial step were used in the probabilistic seismic hazazd <br />assessment to develop peak ground accelerations (PGA) for use in site seismic stability <br />analyses and site seismic design. <br />Identification and Characterization of Potential Earthquake Sources <br />Based on the review of the available literature, data and maps, at least 16 potential <br />seismogenic sources were identified within about 100 km (62 mi) of the CC&V Project <br />that may affect the development of probabilistic earthquake ground motions. These <br />include 15 mapped faults that have been identified as being active or potentially active, <br />and one source, termed the maximum background earthquake (MBE), that was <br />identified to represent the historical earthquakes that have occurred, but that have yet to <br />be spatially or kinematically assodated with mapped faults. Historically, in seismic <br />hazard evaluations, the MBE has been termed the "random' earthquake source. The <br />locations of the 15 faults, with respect to the CC&V site aze shown on Figure 1. The <br />geologic and geometric characteristics of each of the potential seismogenic sources, that <br />Golder Assaclates <br />
The URL can be used to link to this page
Your browser does not support the video tag.