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Mount Rainier National Park –
Upper Nisqually Protection and
Stabilization Project
Ingo Kuchta - Project Manager/Engineer
Brian Bennett - Engineer
Marty Ereth - Biologist
Rob Wenman - Planner
Pierce County Surface Water Management
November 17, 2017
..
Problem Statement: Reoccurring damage to the existing levee
structure during high flows.
– Location – Nisqually River: Right Bank
(near Nisqually gate main entrance to Mt. Rainier National Park)
– What is at Risk? – Mount Rainier National Park access and
utility infrastructure. Nisqually Park Subdivision
– Proposed Project or Action - Construct a series of 28 rock
deflectors
Project Overview
11/17/2017 MRNP– Upper Nisqually Protection and Stabilization Project
Why is protection and stabilization necessary?
To protect critical infrastructure and maintain access to the
Mount Rainier National Park
Protect the Nisqually Park Subdivision downstream
Substantially reduce reoccurring repair costs associated
with damaging floods
Project Overview
MRNP– Upper Nisqually Protection and Stabilization Project11/17/2017
Maintenance Costs
11/17/2017
Note:
Costs do not factor in
today’s costs
MRNP– Upper Nisqually Protection and Stabilization Project
YEAR PIERCE COUNTY USACE
1991 $ 74,610
1992 $142,718
1993 $217,000
1995 $ 50,000* $200,000
1996 $ 50,000* $200,000
2003 $122,500
2004 $203,000
2005 $131,000
2006 $900,760
2010 $529,500
2011 $185,629* $752,529
2012 $652,655
2017 $243,440* 973,800
Subtotal $3502,812 $2,126,329
TOTAL $5,629,141
* County share is typically min. 20% of total cost
Levee/Revetment
Repair Costs
Since 1990
Reach Characterization – Glacial Fed
MRNP– Upper Nisqually Protection and Stabilization Project11/17/2017
Project
Site
Reach Characterization - continued
11/17/2017
• Contributing basin is 65 square miles
• Mostly within Mt. Rainier National Park
• Relatively undeveloped
• 80 inches of rain annually (avg.)
• Short duration runoff/steep gradient
• Large amounts of sediment transport
• Sediment drives channel thalweg.
MRNP– Upper Nisqually Protection and Stabilization Project
Reach Characterization
MRNP– Upper Nisqually Protection and Stabilization Project11/17/2017
Nisqually Levee
NationalParkBoundary
Reach Characterization - continued
MRNP– Upper Nisqually Protection and Stabilization Project11/17/2017
Braided river
channel
High bench
terraced
floodplain
Lahar deposit/
old growth
forest
Levee
structure
Mt. Rainier
National Park
Sunshine Point
Campground
Reach Characterization
MRNP– Upper Nisqually Protection and Stabilization Project11/17/2017
Reach Characterization
MRNP– Upper Nisqually Protection and Stabilization Project11/17/2017
Reach Characterization
MRNP– Upper Nisqually Protection and Stabilization Project11/17/2017
Reach Characterization
MRNP– Upper Nisqually Protection and Stabilization Project11/17/2017
Reach Characterization
MRNP– Upper Nisqually Protection and Stabilization Project11/17/2017
Reach Characterization
MRNP– Upper Nisqually Protection and Stabilization Project11/17/2017
2006 flood event
11/17/2017 MRNP– Upper Nisqually Protection and Stabilization Project
2006 flood event
11/17/2017
• Sunshine Point Campground and entrance road to Mt Rainier
National Park washed out.
• Major damage to roadways, buildings and infrastructure.
MRNP– Upper Nisqually Protection and Stabilization Project
Source: MNRP
2006 flood event
11/17/2017 MRNP– Upper Nisqually Protection and Stabilization Project
Source: MNRP
2006 flood event
11/17/2017 MRNP– Upper Nisqually Protection and Stabilization Project
Source: MNRP
2006 flood event
11/17/2017 MRNP– Upper Nisqually Protection and Stabilization Project
2006 flood event
11/17/2017 MRNP– Upper Nisqually Protection and Stabilization Project
Ongoing repairs 2006- present
11/17/2017 MRNP– Upper Nisqually Protection and Stabilization Project
2011
Repair
USACE
Ongoing repairs 2006- present
11/17/2017 MRNP– Upper Nisqually Protection and Stabilization Project
2012 Repair
(Pierce County)
River Diversion Plan - 2012
11/17/2017 MRNP– Upper Nisqually Protection and Stabilization Project
Existing Conditions – flow velocity
MRNP– Upper Nisqually Protection and Stabilization Project11/17/2017
Existing Conditions 9580 cfs
ELJ Proposed Alternative
11/17/2017
• Construct a series instream engineered logjam structures (ELJ)
to encourage sediment deposition in the washout area and
lower water velocities. Additional deflector structures could
be built along the revetment face as part of a second phase.
• Desired effect was to encourage the thalweg to move away
from the revetment.
• Reduce water velocity around the logjam and revetment face
encouraging sediment deposition.
MRNP– Upper Nisqually Protection and Stabilization Project
ELJ Alternative
11/17/2017 MRNP– Upper Nisqually Protection and Stabilization Project
ELJs
Mt. Rainier
National Park
Flow Velocities with ELJs
11/17/2017 MRNP– Upper Nisqually Protection and Stabilization Project
Conditions After ELJs Construction 9580 cfs
ELJs
ELJs in updated flow model
MRNP– Upper Nisqually Protection and Stabilization Project11/17/2017
ELJs
Deflector alternative
11/17/2017 MRNP– Upper Nisqually Protection and Stabilization Project
Deflector
structures
• 4,760 feet of levee treated
• 28 structures
• Sized: approx. 80 ft. x 30 ft
Parkboundary
MRNP– Upper Nisqually Protection and Stabilization Project11/17/2017
Deflector alternative – plan view
MRNP– Upper Nisqually Protection and Stabilization Project11/17/2017
Deflector alternative – x-section
Flows- Existing vs Deflector alternative
MRNP– Upper Nisqually Protection and Stabilization Project11/17/2017
Deflector alternative – Flow Model
11/17/2017 MRNP– Upper Nisqually Protection and Stabilization Project
Deflector alternative – Flow Model
MRNP– Upper Nisqually Protection and Stabilization Project11/17/2017
Deflector alternative – flow model
MRNP– Upper Nisqually Protection and Stabilization Project11/17/2017
Permits:
• Pierce County – Shoreline conditional use permit, SEPA review
(submitted Jun. 2017)
• WDFW – Hydraulic Permit (HPA) (Jan. 2018)
• Ecology – Section 401 Water Quality Cert. (Jan. 2018)
• USACE – Section 404 Individual Permit (Jan. 2018)
• National Park Service – Construction Permit, NEPA review
Deflector alternative
MRNP– Upper Nisqually Protection and Stabilization Project11/17/2017
Deflector alternative
9/15/2015
Questions?
MRNP– Upper Nisqually Protection and Stabilization Project
MRNP– Upper Nisqually Protection and Stabilization Project11/17/2017
MRNP– Upper Nisqually Protection and Stabilization Project11/17/2017

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Pierce County Upper Nisqually Protection & Stabilization Project

  • 1. Mount Rainier National Park – Upper Nisqually Protection and Stabilization Project Ingo Kuchta - Project Manager/Engineer Brian Bennett - Engineer Marty Ereth - Biologist Rob Wenman - Planner Pierce County Surface Water Management November 17, 2017 ..
  • 2. Problem Statement: Reoccurring damage to the existing levee structure during high flows. – Location – Nisqually River: Right Bank (near Nisqually gate main entrance to Mt. Rainier National Park) – What is at Risk? – Mount Rainier National Park access and utility infrastructure. Nisqually Park Subdivision – Proposed Project or Action - Construct a series of 28 rock deflectors Project Overview 11/17/2017 MRNP– Upper Nisqually Protection and Stabilization Project
  • 3. Why is protection and stabilization necessary? To protect critical infrastructure and maintain access to the Mount Rainier National Park Protect the Nisqually Park Subdivision downstream Substantially reduce reoccurring repair costs associated with damaging floods Project Overview MRNP– Upper Nisqually Protection and Stabilization Project11/17/2017
  • 4. Maintenance Costs 11/17/2017 Note: Costs do not factor in today’s costs MRNP– Upper Nisqually Protection and Stabilization Project YEAR PIERCE COUNTY USACE 1991 $ 74,610 1992 $142,718 1993 $217,000 1995 $ 50,000* $200,000 1996 $ 50,000* $200,000 2003 $122,500 2004 $203,000 2005 $131,000 2006 $900,760 2010 $529,500 2011 $185,629* $752,529 2012 $652,655 2017 $243,440* 973,800 Subtotal $3502,812 $2,126,329 TOTAL $5,629,141 * County share is typically min. 20% of total cost Levee/Revetment Repair Costs Since 1990
  • 5. Reach Characterization – Glacial Fed MRNP– Upper Nisqually Protection and Stabilization Project11/17/2017 Project Site
  • 6. Reach Characterization - continued 11/17/2017 • Contributing basin is 65 square miles • Mostly within Mt. Rainier National Park • Relatively undeveloped • 80 inches of rain annually (avg.) • Short duration runoff/steep gradient • Large amounts of sediment transport • Sediment drives channel thalweg. MRNP– Upper Nisqually Protection and Stabilization Project
  • 7. Reach Characterization MRNP– Upper Nisqually Protection and Stabilization Project11/17/2017 Nisqually Levee NationalParkBoundary
  • 8. Reach Characterization - continued MRNP– Upper Nisqually Protection and Stabilization Project11/17/2017 Braided river channel High bench terraced floodplain Lahar deposit/ old growth forest Levee structure Mt. Rainier National Park Sunshine Point Campground
  • 9. Reach Characterization MRNP– Upper Nisqually Protection and Stabilization Project11/17/2017
  • 10. Reach Characterization MRNP– Upper Nisqually Protection and Stabilization Project11/17/2017
  • 11. Reach Characterization MRNP– Upper Nisqually Protection and Stabilization Project11/17/2017
  • 12. Reach Characterization MRNP– Upper Nisqually Protection and Stabilization Project11/17/2017
  • 13. Reach Characterization MRNP– Upper Nisqually Protection and Stabilization Project11/17/2017
  • 14. Reach Characterization MRNP– Upper Nisqually Protection and Stabilization Project11/17/2017
  • 15. 2006 flood event 11/17/2017 MRNP– Upper Nisqually Protection and Stabilization Project
  • 16. 2006 flood event 11/17/2017 • Sunshine Point Campground and entrance road to Mt Rainier National Park washed out. • Major damage to roadways, buildings and infrastructure. MRNP– Upper Nisqually Protection and Stabilization Project Source: MNRP
  • 17. 2006 flood event 11/17/2017 MRNP– Upper Nisqually Protection and Stabilization Project Source: MNRP
  • 18. 2006 flood event 11/17/2017 MRNP– Upper Nisqually Protection and Stabilization Project Source: MNRP
  • 19. 2006 flood event 11/17/2017 MRNP– Upper Nisqually Protection and Stabilization Project
  • 20. 2006 flood event 11/17/2017 MRNP– Upper Nisqually Protection and Stabilization Project
  • 21. Ongoing repairs 2006- present 11/17/2017 MRNP– Upper Nisqually Protection and Stabilization Project 2011 Repair USACE
  • 22. Ongoing repairs 2006- present 11/17/2017 MRNP– Upper Nisqually Protection and Stabilization Project 2012 Repair (Pierce County)
  • 23. River Diversion Plan - 2012 11/17/2017 MRNP– Upper Nisqually Protection and Stabilization Project
  • 24. Existing Conditions – flow velocity MRNP– Upper Nisqually Protection and Stabilization Project11/17/2017 Existing Conditions 9580 cfs
  • 25. ELJ Proposed Alternative 11/17/2017 • Construct a series instream engineered logjam structures (ELJ) to encourage sediment deposition in the washout area and lower water velocities. Additional deflector structures could be built along the revetment face as part of a second phase. • Desired effect was to encourage the thalweg to move away from the revetment. • Reduce water velocity around the logjam and revetment face encouraging sediment deposition. MRNP– Upper Nisqually Protection and Stabilization Project
  • 26. ELJ Alternative 11/17/2017 MRNP– Upper Nisqually Protection and Stabilization Project ELJs Mt. Rainier National Park
  • 27. Flow Velocities with ELJs 11/17/2017 MRNP– Upper Nisqually Protection and Stabilization Project Conditions After ELJs Construction 9580 cfs ELJs
  • 28. ELJs in updated flow model MRNP– Upper Nisqually Protection and Stabilization Project11/17/2017 ELJs
  • 29. Deflector alternative 11/17/2017 MRNP– Upper Nisqually Protection and Stabilization Project Deflector structures • 4,760 feet of levee treated • 28 structures • Sized: approx. 80 ft. x 30 ft Parkboundary
  • 30. MRNP– Upper Nisqually Protection and Stabilization Project11/17/2017 Deflector alternative – plan view
  • 31. MRNP– Upper Nisqually Protection and Stabilization Project11/17/2017 Deflector alternative – x-section
  • 32. Flows- Existing vs Deflector alternative MRNP– Upper Nisqually Protection and Stabilization Project11/17/2017
  • 33. Deflector alternative – Flow Model 11/17/2017 MRNP– Upper Nisqually Protection and Stabilization Project
  • 34. Deflector alternative – Flow Model MRNP– Upper Nisqually Protection and Stabilization Project11/17/2017
  • 35. Deflector alternative – flow model MRNP– Upper Nisqually Protection and Stabilization Project11/17/2017
  • 36. Permits: • Pierce County – Shoreline conditional use permit, SEPA review (submitted Jun. 2017) • WDFW – Hydraulic Permit (HPA) (Jan. 2018) • Ecology – Section 401 Water Quality Cert. (Jan. 2018) • USACE – Section 404 Individual Permit (Jan. 2018) • National Park Service – Construction Permit, NEPA review Deflector alternative MRNP– Upper Nisqually Protection and Stabilization Project11/17/2017
  • 37. Deflector alternative 9/15/2015 Questions? MRNP– Upper Nisqually Protection and Stabilization Project
  • 38. MRNP– Upper Nisqually Protection and Stabilization Project11/17/2017
  • 39. MRNP– Upper Nisqually Protection and Stabilization Project11/17/2017