crrsdr aeg 2016
TRANSCRIPT
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The Final Phase of San Clemente Dam –Removal and Stream RestorationGodwin, W. , Waeber, J. , Wade, D, and McGowan, W
Annual Meeting, Association of Environmental & Engineering Geologists– Kona, Hawaii
September 21, 2016 Technical Session #1
Presented By:
William Godwin, P.G., C.E.G.
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Outline
Project Location and History
Project Overview
Geology
Final Design Elements
Final Construction Phases
Dam Removal(s)
Instrumentation and Monitoring
Questions
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Project Location
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History of San Clemente Dam
Constructed between 1920
& 1921 by PIC
Owned and operated by California American Water
Built for drinking water storage for Monterey Peninsula
Fish ladder added later
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Built in V-notch canyon below confluence of San Clemente Creek and Carmel River
Concrete arch dam106 feet high
300 foot width
1425 acre-feet – now 70 acre-feet
Over 2.5 million cubic yards of sediment
History of San Clemente Dam
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Project Overview
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Project Overview1990’s CDWR – DSOD issued safety order
Potential failure during MCE (7.0M Tularcitos fault) or PMF
2006 released a draft EIS
EIR Alternatives:Dam Strengthening ($50M)
Dam Removal
2008 CAW – preferred removal of the dam. Benefits: fish access, sediment replenishment, removal of hazard
Previous investigations by URS, MWH, Woodward-Clyde and Kleinfelder
URS provided an indicative design
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Combined Flow Reach
Upper San Clemente Creek
Reroute Channel Sediment Stockpile
Upper Carmel River Reach
Former LocationOf Dam
Diversion Dike
Stabilized Sediment Slope
Project Overview - Layout
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Project Overview – Key Stakeholders
$83M cost
Funding: California American Water
California Department of Fish & Wildlife
California Natural Resources Agency
California Wildlife Conservation Board
California State Coastal Conservancy
National Marine Fisheries Service – NOAA
Resources Legacy Fund
The Nature Conservancy
United States Fish & Wildlife Service
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Project Overview – Project Team/ScheduleGranite Construction –General Contractor
Kleinfelder – Engineer of Record (EOR) and lead Civil/Geotechnical designer
Tetra Tech – H/H modeler, Channel Restoration design
Rana Creek, Habitat Restoration
Oversight
AECOM – Owners Engineer
WSC – Construction Mgr.
2013 Season: Geotechnical Investigation, initial diversion structures, overall design
2014 Season: Reroute Cut, Diversion Dike, Sediment Stockpile, design/construct
2015 Season: Stabilized Sediment Slope, dam removal, CFR channel design/construct
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Regional Geology
Jennings 2010
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Site Geology
History of Dam
Project Background
Project Overview
Geology of Location
Geotechnical Investigation
Challenges
Summary
Dibblee, T.W., and Minch, J.A.,“Geologic map of the Carmel Valley quadrangle, Monterey County, California,” published by Dibblee Geological Foundation in 2007,Accessed from http://ngmdb.usgs.gov/Prodesc/proddesc_83298.htm
Lt MesozoicGranodiorite
Lt MesozoicGranodiorite
Early MesosoicMetasedimentary& Granitic Rocks
Lt MesozoicQuartz Monzonite
MioceneSandstone
Lt MesozoicQuartz Diorite
Early MesosoicMetasedimentary& Granitic Rocks
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Combined Flow Reach
Habitat Restoration
Upper Carmel River Reach
Dam Demo Plan
Stabilized Sediment Slope
2015 Final Design Elements
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Diversion Dike (DD) Design
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Stabilized Sediment Slope (SSS) Design
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Combined Flow Reach (CFR) Design
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CFR Design – Step Pool Plan
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CFR Design - Step Pool Elevation
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Construct Combined Flow Reach
Restore San Clemente Creek
Reroute Rock SillTop off Sediment Stockpile
Grade Upper Carmel River Reach
Remove Dam and Slide Debris
Remove Diversion Pipe and Cutoff
Complete Stabilized Sediment Slope
2015 Final Construction Elements
Final Reservoir Drain
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Construction – Christmas Slide/pipe repairDec. 2014 landslide; Mar. 2015 debris removal and pipe repair
June 2015 right abutment and diversion pipe
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Construction – Reservoir Dewatering
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Construction - Diversion Dike (DD)
October 2014 view NE October 2015 view SW
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Construction – Reroute Channel Rock Sill
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Construction – Reroute Channel Rock Sill
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Construction – SSS foundation mapping
Toe of SSS Transition beneath SSS
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Construction – Geologic Strip MappingPotential for catastrophic landsliding and stream blockage
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Evaluation – Catastrophic Landslide Risk
Geologic Map of Combined Flow Reach.
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Failure of CFR valley ways leading to stream blockage due to runout.
Evaluation Methodology: Inputs:
Geologic data (borehole, strip mapping, GSI, RMR)
Scour Analysis (1000 flood event WSE, Erodibility Index K)
Slope Stability (Kh = 0.2 (1/2 of pga)
Analysis: Scour by Annandale (1995) of Required Stream Power vs K; Rock Mass Erodibility Index; Limit Equilibrium method for Slope Stability
Evaluation – Catastrophic Landslide Risk
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Evaluation – Catastrophic Landslide RiskGeomechanical Model, Section 2
Pseudostatic Analysis, Section 2
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(De) construction – dam removalUpstream Ramp and use Pneumatic hammer
Recycle rebar, bury concrete in SSS
Sigh…..No Explosives
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(De) construction – DSOD Concerns
Left Abutment Rockfall Right Abutment Stability
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Boulders for CFR Pools - Material Testing “Drop Test” at various quarries to measure durability. Eventually used mostly concretions from two quarries in Livermore valley
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Construction – CFR pool construction
Step Pool sequence Field Supervision
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Instrumentation installation and monitoring
Slope inclinometers (SI) along former reservoir rim and top of engineered embankments
Time Domain Reflectometers (TDR):
Deformation at depth
No magnitude
Reflective Survey Monuments:
All over slope
Measured biannually
Vibrating Wire Piezometers
Instrumentation data collection
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Instrumentation installation and monitoring
TDR for Reroute, Left Slope Slope Inclinometer for SSS
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Removal of 1883 Old Carmel River Dam
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Sleepy Hollow Ford Bridge Construction
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Slope stability and erosion reconnaissance
Instrumentation measurements (Slope Inclinometer, VWP, TDR and surface settlement markers)
Additional monitoring via Triggering Events
- 4.0M EQ w/in 50 miles
- 10yr flood event (>3,600 cfs)
Habitat die-off/ replacement
Win-win for everyone
Dam removal for safety
Restore ecological balance
Turnover to BLM
Path Forward – 5 year monitoring period
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AcknowledgementsAman Gonzalez - California American Water
Brian Hussar – Granite Construction Company
Craig Hall, GE – GEI
Morley Beckman, PE – Kleinfelder
Jeff Richmond, CEG – Kleinfelder
Kami Deputy, PE – Shannon & Wilson
Merideth Beswick, PE, GIT - Kleinfelder
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QUESTIONS?