PROJECT SITE. Ione St. VICINITY MAP. Sutter. Creek. Jackson. Newman Ridge Quarry Project Amador County, California. Scale in Miles. Old. Rd.
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1 124 Old Hwy. Ione Michigan Bar Irish Hill Ione Sutter Creek Ridge PROJECT SITE Dutschke Mile Dr. 124 Sutter Loch Lane Res. Old Five Stockton Castle Oaks Golf Club Marlette Ione St. 124 Charles Howard Park Jackson Cook Jackson Jackson Lake Amador Valley Valley N G O L D VA L L E Y D R S U I T E R A N C H O C O R D O VA, C A P H O N E FA X Scale in Miles S Newman Ridge Quarry Project Amador County, California VICINITY MAP May 2011 Figure 1
2 N Access Edwin Center Acres Existing UP Rail Loch Lane Reservoir Proposed Bridge B3 Dry Creek Newman Ridge Quarry Acres B2 B1 B4 B1 Approximate Test Boring Location Aerial Photo: Google Earth, 9/20/10 SITE PLAN PROJECT Scale in Feet G O L D VA L L E Y D R S U I T E R A N C H O C O R D O VA, C A P H O N E FA X S Newman Ridge Quarry Project Amador County, California May 2011 Figure 2
3 APPENDIX A
4 California Geological Survey - Probablistic Seismic Hazards Assessment file://z:\geocon WORKING FILES\S9300-S93\S RAS - Newman Ridge\... Page 1 of 2 5/11/2011 California Home Welcome to California - images of Golden Gate Bridge, ocean sunset, waterfall, flowers, and city skyline California Geological Survey submit Search This Site Probabilistic Seismic Hazards Mapping Ground Motion Page User Selected Site Longitude Latitude Ground Motions for User Selected Site Department of Conservation California Geological Survey Probablistic Seismic Hazards Assessment Page Earthquakes (Recent & Historic) California Fault Database Loss Estimation Aquist-Priolo Earthquake Fault Zoning Act Ground motions (10% probability of being exceeded in 50 years) are expressed as a fraction of the acceleration due to gravity (g). Three values of ground motion are shown, peak ground acceleration (Pga), spectral acceleration(sa) at short (0.2 second) and moderately long (1.0 second) periods. Ground motion values are also modified by the local site soil conditions. Each ground motion value is shown for 3 different site conditions: firm rock (conditions on the boundary between site categories B and C as defined by the building code), soft rock (site category C) and alluvium (site category D). Ground Motion Firm Rock Soft Rock Alluvium Pga Sa 0.2 sec Sa 1.0 sec NEHRP Soil Corrections were used to calculate Soft Rock and Alluvium. Ground Motion values were interpolated from a grid (0.05 degree spacing) of calculated values. Interpolated ground motion may not equal values calculated for a specific site, therefore these values are not intended for design or analysis. Seismic Shaking Hazard Maps of California About Us CGS Links Contact Us Jobs Site Map Help/FAQ
5 California Geological Survey - Probablistic Seismic Hazards Assessment file://z:\geocon WORKING FILES\S9300-S93\S RAS - Newman Ridge\... Page 2 of 2 5/11/2011 Califo Depa of Cons logo Click here to return to the statewide PSHA map or enter new coordinates below: Longitude: Latitude: Submit Please enter coordinates as Decimal Degrees Example: Longitude Latitude Back to Top of Page Last edited on January 13, 2011 Contact: webmaster@consrv.ca.gov Copyright California Department of Conservation, All rights reserved. The Department of Conservation makes no warranties as to the suitability of this product for any purpose State of California. Arnold Schwarzenegger, Governor. Conditions of Use Privacy Policy
6 Newman Ridge *********************** * * * E Q F A U L T * * * * Version 3.00 * * * *********************** DETERMINISTIC ESTIMATION OF PEAK ACCELERATION FROM DIGITIZED FAULTS JOB NUMBER: S DATE: JOB NAME: Newman Ridge CALCULATION NAME: Test Run Analysis FAULT-DATA-FILE NAME: CDMGFLTE.DAT SITE COORDINATES: SITE LATITUDE: SITE LONGITUDE: SEARCH RADIUS: 50 mi ATTENUATION RELATION: 1) Boore et al. (1997) Horiz. - NEHRP B (1070) UNCERTAINTY (M=Median, S=Sigma): M Number of Sigmas: 0.0 DISTANCE MEASURE: cd_2drp SCOND: 0 Basement Depth: 5.00 km Campbell SSR: Campbell SHR: COMPUTE PEAK HORIZONTAL ACCELERATION FAULT-DATA FILE USED: CDMGFLTE.DAT MINIMUM DEPTH VALUE (km): 0.0 Page 1
7 Newman Ridge EQFAULT SUMMARY DETERMINISTIC SITE PARAMETERS Page ESTIMATED MAX. EARTHQUAKE EVENT APPROXIMATE ABBREVIATED DISTANCE MAXIMUM PEAK EST. SITE FAULT NAME mi (km) EARTHQUAKE SITE INTENSITY MAG.(Mw) ACCEL. g MOD.MERC. ================================ ============== ========== ========== ========= FOOTHILLS FAULT SYSTEM 2.5( 4.1) IX GREAT VALLEY ( 73.1) VI GREAT VALLEY ( 77.1) VI GREAT VALLEY 4.5( 79.7) VI ******************************************************************************* -END OF SEARCH- 4 FAULTS FOUND WITHIN THE SPECIFIED SEARCH RADIUS. THE FOOTHILLS FAULT SYSTEM IT IS ABOUT 2.5 MILES (4.1 km) AWAY. FAULT IS CLOSEST TO THE SITE. LARGEST MAXIMUM-EARTHQUAKE SITE ACCELERATION: g Page 2
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