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STONY PLAIN GEOHAZARD ASSESSMENT NC40: HWY 759:02 EBA FILE: E12101085 |JUNE 2011 E12101085_Photos 1-4.cdr Slump failure on west embankment sideslope retrogressed back to within1m of the highway guard rail. Extent of west embankment sideslope failure; note that the slump has reached or surpassed the previous failure limits Photo 1: Photo 2:

Photo 1: Slump failure on west embankment sideslope retrogressed back … ·  · 2015-12-02Slump failure on west embankment sideslope retrogressed back to within1m ... Microsoft

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Page 1: Photo 1: Slump failure on west embankment sideslope retrogressed back … ·  · 2015-12-02Slump failure on west embankment sideslope retrogressed back to within1m ... Microsoft

STONY PLAIN GEOHAZARD ASSESSMENTNC40: HWY 759:02

EBA FILE: E12101085 |JUNE 2011

E12101085_Photos 1-4.cdr

Slump failure on west embankment sideslope retrogressed back to within1m of the highway guard rail.

Extent of west embankment sideslope failure; note that the slump has reached or surpassed the previous failure limits

Photo 1:

Photo 2:

Page 2: Photo 1: Slump failure on west embankment sideslope retrogressed back … ·  · 2015-12-02Slump failure on west embankment sideslope retrogressed back to within1m ... Microsoft

STONY PLAIN GEOHAZARD ASSESSMENTNC40: HWY 759:02

EBA FILE: E12101085 |JUNE 2011

E12101085_Photos 1-4.cdr

Scarp of the south slump failure on the east embankment sideslope. Appears to have worsened since fall 2010.

Extent of south slump failure facing north

Photo 3:

Photo 4: