from tahoma to tacoma: using basin-scale planning to ... · carbon river levee repair. capital...
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From Tahoma to Tacoma: Using basin-scale planning to From Tahoma to Tacoma: Using basin scale planning to restore the Puyallup River Watershed, Washington
Jenna Scholz, Tim Abbe, Jack Bjork – Cardno Entrixand Lorin Reinelt, Ph.D. – Pierce County Surface Water Management
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Overview of Presentation
Pierce County Rivers Flood Hazard Management Planning Major Studies Economic Analysis USGS Joint Agreement Studies
Flood Plan Recommendations Policy, Programs, Capital Projects
Rapid Geomorphic Assessment Height above water surface (HAWS)
I f t l d i Inform conceptual designs
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Pierce County Rivers Flood Hazard Management Plan
Mt. Rainier to Puget Sound (Commencement Bay, Nisqually D lt )Delta)
Transition from Forest, Rural/Agriculture to UrbanRural/Agriculture to Urban
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Rivers Flood Hazard Management Plan - Geographic Scope
Pierce County RiversFour Major Rivers:Four Major Rivers:1. Puyallup River 2. White River3. Carbon River4. Nisqually River
Three Large Tributaries (> 5 000 f k fl )(> 5,000 cfs peak flow):5. Greenwater River6. South Prairie Creek7. Mashel River 7. Mashel River
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River Management Plan - Land Use and LandscapesH h d l d i th Humans have developed in the floodplain and attempted to manage rivers and flooding since late 1800ssince late 1800s.
Port, industrial, commercial and residential developmentresidential development
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Watershed, Development and Landscape ChangeLandscape Change
Historical Changes: Great flood of 1906 1916 –Permanent diversion of
White River to Puyallup River Development of Port, Tacoma
and lower valley - began in y gearly 1900s
Levees/revetments in Middle Puyallup valley (1930s – 60s)y p y ( )
Puyallup and Lower White development (1960s –present)
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Flood History in the Puyallup River Basin 26 significant flood events 26 significant flood events
in last 100 years 1933 – 57,000 cfs 1948 – MMD construction 14 federally declared
disasters since 1962disasters since 1962 Q100 = 48,000 cfs 1996 – 46,700 cfs 2009 – 47,700 cfs
Mud Mountain Dam (1948)
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Pierce County Flood Hazard Management Plan Goals:
R d i k t lif d t Reduce risks to life and property Identify and implement flood hazard management activities in a cost-
effective and sustainable mannereffective and sustainable manner Support compatible human uses, economic activities, and improve
habitat conditions Develop a long-term and flexible funding strategy
8Puyallup River Flooding, January 2009
South Prairie Creek Flooding, November 2004
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Policies:
River Management – Desired Outcomes
Dictate how projects and programs are developed Guide current and future decisions about river and floodplain management Address projects, floodplain development regulations, flood warning and
emergency response funding and other general issuesemergency response, funding, and other general issues
Programs: Implementation of flood hazard management actions: Implementation of flood hazard management actions:
- facility maintenance and repair, flood warning and emergency response, education/outreach, technical assistance, floodplain and channel migration mapping, river channel management.pp g, g
Enhancement or improvement of existing as well as new programs:- Adaptive management, climate change, advance habitat mitigation, public access water quality incidental take authorization access, water quality, incidental take authorization
Projects: Typically address a specific problem at a particular locationyp y p p p Implementation guided largely by priority and funding availability
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Facilitation to Reach Plan Objectives Consensus model 18 monthly meetings 27 diverse members 11 Public Meetings
W k h f El t d Offi i lNisqually TribePort of Tacoma
MBA of Pierce County
Flood Plan Advisory Committee
Workshop for Elected Officials Pierce County Participation:
Surface Water Management, Transportation, Planning and Land Services, Emergency
City of FifeCity of SumnerCity of Tacoma
yPuyallup Tribe of
Indians
Watershed Councils (Puyallup & Ni ll )
yAgricultural Community
Tacoma-Pierce County Assoc. of Realtors
Management, Parks & Recreation, Economic Development, Government Relations, Agricultural Programs
City of TacomaCity of Orting
City of PuyallupCity of Pacific
Town of South Prairie
NOAA Fisheries
Citizen Representatives --Floodplain residents,
Nisqually)Citizens for a Healthy BayTahoma Audubon Society
Mt. Rainier National ParkWashington Dept. of Fish & Wildlife
Washington Dept. of Ecology
property owners
Pierce Conservation DistrictDrainage District #10Drainage District #10
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Summary of Economic Analysis Findings
• Threats to human health and safetyand safety
• Economic Impacts• Transportation ImpactsTransportation Impacts• Recreational Impacts
Economics Analysis Report
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Economic Impacts and Flood LossesPierce County faces potential flood related losses in excess of $725 million• Health and Safety (in Floodplain)• Health and Safety (in Floodplain)
– Population 21,193– Jobs (in floodplain and with ripple effect) 11,868/17,596
Homes 9 340– Homes 9,340– People served by 3 wastewater treatment plants 216,000– Raw sewage discharged to floodwater and rivers
1 eek to 4 months to restore primar /secondar treatment– 1 week to 4 months to restore primary/secondary treatment
12Economics Analysis Report
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Water and Sediment Loading into Puget SoundMagril, USGS 2011
Puyallup River MAF is 1/5 of Skagit River Annual sediment load – Three largest have Cascade volcanoes
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USGS Study of Carrying Capacity and Sedimentation Trends(USGS 2010)(USGS 2010)
Map of the Change in Map of the Change in Bed Elevation in the Puyallup White and Puyallup, White, and Carbon Rivers(1984 2009)(1984-2009)
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USGS Study of Carrying Capacity and Sedimentation Trends
Orting – Calistoga Orting Calistoga reach options to reduce flooding:flooding:
S tb k l• Setback levee• Gravel bar scalping
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USGS Study of Carrying Capacity and Sedimentation Trends
Initial0.5
1
ine (feet)
FLOWInitial Change in 100‐yr ‐1
‐0.5
0
evation from
basel
100 yr Water‐Surface
‐2
‐1.5yr water surface ele
DS extent
US extent
Gravel Bar Scalping
Setback LeveeSurface Elevation
‐3 5
‐3
‐2.5
ange
in FEM
A 10
0‐y
Combined
‐4
3.5
18.0 19.0 20.0 21.0 22.0 23.0 24.0
Cha
River Mile
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Sediment Yield Nisqually River: 1945-2010q y
Nisqually River:1 070 m3/km2/yr1,070 m3/km2/yr
> 13 times
Little Nisqually River:80 m3/km2/yr
(to scale)( )
Preliminary results subject to change
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Sediment Load: White River at R St. near Auburn, WA
Estimated Annual Sediment Load (May 2010 – March 2011):
540 000 3 / Bedload49,000 m3/yr
9%
~540,000 m3 / yr
Suspended Suspended pSand
290,000 m3/yr54%
Silt/Clay200,000 m3/yr
37%
Preliminary results subject to change
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Mt. Rainer Rivers – Sediment Deposition Areas
Preliminary results subject to change
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Problem Identification (250 problems)
Flooding of Infrastructure (48) Levee Overtopping/Breaching (45) Facility Maintenance/Repair (37) Fish Habitat Problem Areas (30) Channel Migration (22)
G l A l ti di t Gravel Accumulation-sediment deposition(19)
Tributary Backwater Flooding (17) Public Access (13) Public Access (13) Public Safety (12) Development/increase flooding risk (7)
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35 Programmatic recommendations including:Programmatic Recommendations
35 Programmatic recommendations including:
Information/Mapping/Technical Assistance Education and Flood Preparedness, Flood Warning and Emergency Responsep , g g y p Fish Habitat and Riparian Area Mitigation Land Use/Regulatory/Acquisition/Structure Elevation River Channel Management (levees, revetments, flood gates, engineered log
jams, pump stations) Facility Repair/Maintenance Habitat Conservation Planning
Climate Change Climate Change Water Quality Impacts of Flooding Public Access
Carbon River Levee Repair
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Capital Improvement Project Recommendations
36 recommendations including:Ch l i ti i t (ELJ ) Channel migration resistance (ELJs)
Setback levee Flood wallsFlood walls Acquisitions
Setback Levee on the Puyallup River
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Management Strategies/Level of Protection
Levee Reaches 200-year design + 3 feet of freeboard 100-year design + 3 feet of freeboardy g Maintain existing level of protection (based on USGS 2009 carrying capacity) Maintain existing levee prism
Revetment Reaches Channel migration resistance design Channel migration prevention design
Non-structural approaches Floodplain acquisition/home buyouts Floodplain development regulations
Bio Revetment on White River in King CountyBio-Revetment on White River in King County
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Flood Hazard Management Plan Accomplishments 2009-2011
Developed goals, objectives, guiding principals Identified and prioritized among >250 problems Developed solutions for priority problems Devised strategies/levels of protection for 7 rivers Agreed on 30 river management policies Agreed on 30 river management policies Agreed on 35 Programmatic Recommendations Agreed on 34 Capital Project Recommendations
C l t d E i A l i f fl d i t Completed an Economic Analysis of flood impacts Collaborated with USGS on Joint Agreement Analyzed adverse environmental impacts (SEPA) Completed draft plan – October 2011 Release of draft plan and EIS to public – Feb. 2012 1933 Flood: 57,000 cfs
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Early Action Projects - Assessment and Implementation
Priority locations for river/flood management actions
Integrated with planning-level policies and recommendations
Previously identified with funds allocated
Channel Migration on the Nisqually River –N b 2006
Upper Puyallup – Neadham Road Levee FailureNovember 2008 Levee Failures
November 2006
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River Assessment & Concept Solutions
Rapid Geomorphic Assessment: channel migration problem areas, levee/revetment breaching problem areas,
sediment/gra el acc m lation sediment/gravel accumulation, habitat problem areas (e.g., facility maintenance activities affecting
spawning/rearing habitat), climate change issues (e g glacial retreat & greater precipitation impacts climate change issues (e.g., glacial retreat & greater precipitation impacts
on sediment transport) Concept-level solutions
Application Projects: Upper Puyallup Orville Road Channel
Migration ProtectionC b Ri L B k Carbon River Levee Bank Stabilization/ Flow Deflection
Nisqually Park Levee Protection
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River Mgmt Tools– Height Above Water Surface Mapping
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Nisqually River Engineered Log Jams
ELJs Outside Levee Prism Approved by ACOE in concept Deflect flows and promote sediment deposition Designed to work in conjunction with stabilization
methods implemented by Mt. Rainier National Park
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Upper Puyallup – Orville Road
Problem:
Orville Road lifeline arterial Channel migration on left bank threatens Rd Channel migration on left bank threatens Rd Levee damaged in numerous locations Threatens 2.5 miles of Rd and private property
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Upper Puyallup / Orville RoadEnvironmental Permits likely required: Shoreline and Critical Areas Approval Pierce CountyShoreline and Critical Areas Approval, Pierce County Section 404 - US Army Corps of Engineers Section 401 - WA Dept. Of Ecology HPA - Dept. of Fish and Wildlife
Coordination: US Fish and Wildlife Service, NOAA, US Army Corps of Engineers, WA Dept. of Fish
and Wildlife, WA Dept. of Ecology, Puyallup and Muckleshoot Tribes of Indiansand Wildlife, WA Dept. of Ecology, Puyallup and Muckleshoot Tribes of Indians
Threatened Fish Use: Puget Sound Chinook, steelhead, and bull trout
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Upper Puyallup / Orville Road Proposed Solution:Increase flood plain connectivity &
improve salmonid habitat (~$17M):
8 500’ of setback revetment8,500 of setback revetment 3000’ of setback Levee 30 Engineered Log Jams (ELJs) Dolotimber system
Alternative long-term solution (~$38M): Relocate 2.7 miles of Orville Rd
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Next steps
Pierce County has begun the process of adopting the Flood Plan:
1) Draft plan presented to Surface Water Management Advisory Board and Planning Commission for review and recommendations to Pierce County Council recommendations to Pierce County Council
2) Council will review and formally adopt plan
3) Adoption by valley cities?
Visit www.piercecountywa.org/floodplan for more information
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Emmons Glacier
Questions?
White River
Questions?www.piercecountywa.org/floodplan