Nutana Slope Failure_media Presentation

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    2012 to Present:

    20132012

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    Causes of the Failure

    1 GEOLOGY 2 GEOMETRY 3 GROUND WATER

    Weak soil Steep slope High watertable due toincreased

    precipitation

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    Causes of the Failure:

    SLIP PLANE

    1 GEOLOGY

    2 GEOMETRY

    3 GROUND WATER

    GROUND WATER LEVEL

    11 th StCherryLane

    SaskCres

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    10 Year Average Rainfall - Saskatoon

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    Groundwater Levels - Saskatoon

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    Status of Slope

    MovementPossible

    Not stable

    Continued movement toward Sask Cres

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    Remediation Options

    Conceptual only

    Target: 50% MORE stabilizing force

    4 general options evaluatedNo Movement

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    Option 1 Do Nothing

    Continued movement

    Risk increases as groundwater increases

    Slide area will expand in time

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    Option 2

    Address

    Install dewatering trenches (11 th St & Cherry Lane)

    3 GROUND WATER

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    SLIP PLANE

    GROUND WATER LEVEL

    GROUND WATER LEVEL

    Option 2

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    Option 2

    Address

    Install dewatering trenches (11 th St & Cherry Lane)

    Doesnt meet stability target (only 20%)

    3 GROUND WATER

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    GROUND WATER LEVELSLIP PLANE

    Option 3:

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    Possible Remediation OPTION 3 Affected area

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    Option 3:

    Address AND

    Flatten the slope

    Meets 50% stability target

    Significant disruption to private lots

    3 GROUND WATER 2 GEOMETRY

    FORCESPULLING

    SLOPEDOWN

    FORCESHOLDING

    SLOPEUP

    http://www.google.ca/url?sa=i&rct=j&q=&esrc=s&source=images&cd=&cad=rja&uact=8&docid=2pxxozlrKYa60M&tbnid=zPfZoKegHV6uqM:&ved=0CAUQjRw&url=http://www.clipartbest.com/check-mark-symbol&ei=t8dxU9aPK4e58wGniIDACg&bvm=bv.66330100,d.aWw&psig=AFQjCNGCGu8VsRLtTbAigasU0OAIivJrIQ&ust=1400052016654975http://www.google.ca/url?sa=i&rct=j&q=&esrc=s&source=images&cd=&cad=rja&uact=8&docid=2pxxozlrKYa60M&tbnid=zPfZoKegHV6uqM:&ved=0CAUQjRw&url=http://www.clipartbest.com/check-mark-symbol&ei=t8dxU9aPK4e58wGniIDACg&bvm=bv.66330100,d.aWw&psig=AFQjCNGCGu8VsRLtTbAigasU0OAIivJrIQ&ust=1400052016654975
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    Option 4:

    Address AND

    Shear zone replacement

    Meets 50% stability target

    Keeps houses in place

    3 GROUND WATER 1 GEOLOGY

    FORCESPULLING

    SLOPEDOWN

    FORCESHOLDING

    SLOPEUP

    http://www.google.ca/url?sa=i&rct=j&q=&esrc=s&source=images&cd=&cad=rja&uact=8&docid=2pxxozlrKYa60M&tbnid=zPfZoKegHV6uqM:&ved=0CAUQjRw&url=http://www.clipartbest.com/check-mark-symbol&ei=t8dxU9aPK4e58wGniIDACg&bvm=bv.66330100,d.aWw&psig=AFQjCNGCGu8VsRLtTbAigasU0OAIivJrIQ&ust=1400052016654975
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    Option 4:

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    Possible Remediation OPTION 4 Affected area

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    Possible Remediation OPTION 4 :

    Address AND

    Shear zone modification

    Meets 50% stability target

    Keeps houses in place

    3 GROUND WATER 1 GEOLOGY

    FORCESPULLING

    SLOPEDOWN

    FORCESHOLDING

    SLOPEUP

    Option 4:

    http://www.google.ca/url?sa=i&rct=j&q=&esrc=s&source=images&cd=&cad=rja&uact=8&docid=2pxxozlrKYa60M&tbnid=zPfZoKegHV6uqM:&ved=0CAUQjRw&url=http://www.clipartbest.com/check-mark-symbol&ei=t8dxU9aPK4e58wGniIDACg&bvm=bv.66330100,d.aWw&psig=AFQjCNGCGu8VsRLtTbAigasU0OAIivJrIQ&ust=1400052016654975http://www.google.ca/url?sa=i&rct=j&q=&esrc=s&source=images&cd=&cad=rja&uact=8&docid=2pxxozlrKYa60M&tbnid=zPfZoKegHV6uqM:&ved=0CAUQjRw&url=http://www.clipartbest.com/check-mark-symbol&ei=t8dxU9aPK4e58wGniIDACg&bvm=bv.66330100,d.aWw&psig=AFQjCNGCGu8VsRLtTbAigasU0OAIivJrIQ&ust=1400052016654975
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    Remediation Summary:

    OPTION PROS CONS ESTIMATED

    COST 1) Do Nothing No cost

    HIGH risk ofcontinued failure $0

    2) Lower Water Table

    Minimaldisturbance

    Lowers wet year

    risk

    Does not meet targetstability $4.5M

    3) Re-Grade Slope(and lower water table)

    Meets stabilitytarget

    Reduced long termrisk

    Significant disruption Removal of structures $6.5

    10M

    4) Shear ZoneModification(and lower water table)

    Meets stabilitytarget

    Maintainsstructures

    Difficult to construct Costly $10

    20M

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    Independent Review:Clifton Associates

    Independent analysis of the data

    Purpose: To confirm remediation options

    Conclusions: Agree on methodology

    Differing interpretation of data even less stable Remediation options feasible but may be even more costly

    Verified the problem is large andcostly to resolve

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    Public SafetyContinues to be primary focus of the

    Continue detailed monitoring

    Provide residents with everything we know

    Evacuation Alert

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