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PF 26-02
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Last modified
2/6/2026 9:24:20 AM
Creation date
2/5/2026 6:09:22 PM
Metadata
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Template:
PDD_Planning_Development
File Type
PF
File Year
26
File Sequence Number
2
Application Name
The Mark at Eugene
Document Type
Application Materials
Document_Date
2/3/2026
External View
Yes
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Table 4D. Principal Seismic Sources based on USGS (2014b) Seismic Hazam Maps <br />Source Mean Moment <br />Magnitude, Mw <br />Mean Source-to-Site <br />Distance, R (miles) <br />Percent <br />Contribution <br />CSZ Megathrust (Interface)9.1 39 +_43.9 <br />CSZ Megathrust (Interface)8.9 69 +_ 18.3 <br />CSZ Megathrust (Interface)8.8 77 +_4.7 <br />CSZ Coastal Oregon Deep <br />(Intraslab) <br />6.9 39 +_4.8 <br />CONCLUSION <br />Based on the findings presented herein, it is our opinion there are no geologic or seismic <br />hazards that would preclude the design and construction of the proposed project. The <br />most significant geologic or seismic hazard is related to the proximity of the site to <br />the Cascadia Subduction Zone (CSZ) and the earthquake effects impacting the site. <br />This site-specific hazard investigation for The Mark at Eugene in Eugene, Oregon, was <br />prepared by Brooke Running, R.G., C.E.G. <br />I fk-=&!!-K-. k!,;.Q <br />0(>1]4' 6/1/ZLt <br />The Mark at Eugene <br />Seismic %azard Study <br />Eugene, Oregon <br />12 <br />January 6, 2026 <br />Project No.: 2251077 <br />Landmark Construction, LLC
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