February 21, 2017 `
OPERATIONAL LANDSCAPE UNITS FOR SF BAY:
Using nature’s jurisdictions to plan for sea level rise
BCDC ART BAY AREA WORKING GROUP
June 19, 2018
Julie Beagle, Jeremy Lowe, Sam Safran, Katie McKnight, SFEI
Laura Tam, Sarah Jo Szambelan, SPUR
Funded by:
SF Bay Regional Water Quality
Control Board
Marin Community Foundation Moore Foundation
Goals
of today
•
Describe the Operational Landscape Unit (OLUS) Project
•
Project motivation
•
What are OLUs?
●
Create spatial framework
to guide
nature-based adaptation strategies for
sea-level rise
●
“Nature’s jurisdictions”
●
Pairing problems with adaptation
measures
in appropriate places
Project Rationale
1.Processes that govern the shoreline
happen at the
Bay scale
. Too large
and complex for individual projects.
Project Rationale
1.
Processes that govern the shoreline happen at the
Bay scale
. Too large and complex for individual
projects.
2.
Need to
divide up the Bay
into smaller
manageable pieces: Sea level rise won’t stop at
city boundaries.
Project Rationale
1.
Processes that govern the shoreline happen at the
Bay scale
. Too large and complex for individual
projects.
2.
Need to
divide up the Bay
into smaller
manageable pieces: Sea level rise won’t stop at
city boundaries.
3.
Risk of the
wrong type
of actions in the
wrong
places,
less resilience, and not all the benefits.
4.
Opportunity to maximize
multi-benefit,
nature-based solutions
. More resilience, most
co-benefits, more adaptable over time.
How can this be used?
●
A resource to assist
environmental
review and permitting
●
Guidance for
restoration practitioners
●Inform local and regional
vulnerability
Another way of
splitting up the Bay?
• Watersheds
• Poorly defined in flat Baylands
• Bayland Goals segments
• Based on historical wetlands
•
County boundaries often split creeks
•
What is the right scale?
Sonoma
Napa
Solano Marin
Operational
Landscape Units:
Defined
Areas of the
baylands and their watersheds
that
are expected to support a coherent suite of
upland, intertidal, and subtidal ecosystem
functions
as appropriate for
their location in the
Bay,
along with the physical processes of
water
and sediment
needed to sustain these
functions.
Adapted from Verhoeven et al. 2008
upland
intertidal
0%
80% Percent Slope
STEEP HEADLANDS + SMALL VALLEYS Hills Alluvial Plain Baylands Shallow Bay Deep Bay 0% 80% Percent Slope
STEEP HEADLANDS + SMALL VALLEYS ALLUVIAL PLAIN Hills Alluvial Plain Baylands Shallow Bay Deep Bay 0% 80% Percent Slope
Surficial
Geology
Holocene Bay Mud
Fine-grained Holocene Alluvium Coarse-grained Holocene Alluvium Late Pleistocene Alluvium
Holocene beach and dune sand Franciscan Assemblage Great Valley Sequence
STEEP HEADLANDS + SMALL VALLEYS ALLUVIAL PLAIN WIDE ALLUVIAL VALLEY Hills Alluvial Plain Baylands Shallow Bay Deep Bay 0% 80% Percent Slope
SAN PABLO BAY
WIDE ALLUVIAL
VALLEYS
OLU breaks between major tidalsheds
Used to split otherwise contiguous baylands
e.g. Suisun Slough drainage vs. Montezuma Slough drainage Napa-Sonoma drainage vs. Petaluma drainage
Dividing geomorphic units along
the shoreline
ALLUVIAL FANS &
ALLUVIAL PLAINS
OLU breaks at the apex of alluvial fans
Generally located where the baylands are relatively narrow
e.g. Alameda Creek fan apex @ Dumbarton Point San Mateo Creek fan @ Coyote Point
HEADLANDS &
SMALL VALLEYS
OLU breaks at the apex ofmajor points
Determined where distance to deep water reached a local minimum
Area of analysis
●
Back boundary
○ Baylands + 5 m SLR + Transition zone with SLR
●
Side boundaries
Subtidal
boundary
Influence of wave height on critical depth of resuspension
Watershed inputs
●
Sediment loads
●
Freshwater (Rivers and Creeks)
●
Nutrients
●
Creek-Bay Interfaces
Marshes &
tidal flats
Wave heights
Bayshore Inventory (SFEP DWR Prop 84)
Low-density residential Low-density commercial and industrial High-density downtowns Open Space Small-lot residential with mixed use Job-dense suburban centers
Corte Madera San Rafael Carquinez South Mission-Islais Alameda Mowry
Nature based measures (examples)
•
Oyster reef creation
•
Submerged vegetation restoration
•
Mudflat augmentation
•
Beach creation (sand, cobble, shell)
•
Marsh restoration (various)
•
Polder management
•
Horizontal levee creation
•
Migration zone preparation
Adaptation measures
Regulatory, Financial, Policy tools
•
Easements
•
Building restrictions
•
Policy changes
•
Zoning changes or overlays
•
Buyouts
•
Transfer of Development Rights
Pairing Problems with Measures
Problem
Cause
Example measure
Wave overtopping or erosion of levee with wide foreshore
Large waves reach levee Marsh, fine beach, horizontal levee Waves overtopping or erosion with
narrow foreshore
Close to deep water Coarse beach
Combined flooding Loss of floodplain Retention basins, setback levee
Combined flooding Channel conveyance Tidal restoration, geomorphic channels Loss of marsh area Wave erosion of scarp Coarse beach, oyster reef
Loss of elevation capital Low accretion rate Strategic placement No space to migrate marsh Development up to levee Horizontal levee
Horizontal levees
Methods and notes:
● For each OLU determined approximate needed levee height: = storm surge height + swell height + SLR
● Based on height, determined needed levee width assuming slope of 1:30 ● Mapped horizontal levee opportunities where potential marsh habitats
(see “Marsh restoration”) at least this wide front developed areas (NLCD 2011)
Potential marsh
Developed areas
Horizontal levee opportunity
500-year storm surge height 1.5 m SLR 100-year swell height
Needed levee height
1:30 slope
Needed levee width
* strongly influenced by high swell along outer parts of OLU; plan to recalculate for inner bay only
Horizontal levees
Methods and notes:
● For each OLU determined approximate needed
levee height:
= storm surge height + swell height + SLR ● Based on height, determined needed levee
width assuming slope of 1:30
● Mapped horizontal levee opportunities where potential marsh habitats (see “Marsh restoration”) at least this wide front
Submerged vegetation restoration Oyster reef
creation Mudflat augmentation Beach creation
Polder
management Tidal marsh restoration
Horizontal levee
construction Migration space preparation
Analysis in
Measures by OLU type
DRAFT
Vulnerability
Physical
Processes &
Drivers
Also sediment load (see large map)
Richardson Bay
s
Opportunities MapS
lack of migration spaced
low elevation capitald
creek floodingd
combined fluvial flooding
●
Technical Advisory Committee
○Peter Baye, Coastal Ecologist
○Mark Stacey, UC Berkeley
○
Roger Leventhal, Marin County Flood
○Kristina Hill, UC Berkeley
○
Andy Gunther
●
Regional Advisory Committee
○Luisa Valiela, EPA
○
Naomi Feger, RB2
○
Lindy Lowe, formerly BCDC
○Matt Gerhart, SCC
○
Caitlin Sweeney, SFEP
○
David Lewis, Save the Bay
Technical
feedback
Check out the “All Data” tab
of the
Resilience Atlas:
Resilienceatlas.sfei.org
or
sfei.org/projects/OLUs
February 21, 2017
Contact Us:
Julieb@sfei.org Jeremyl@sfei.org
THANK YOU
Thanks to our team: Katie McKnight, Sam Safran, Letitia Grenier Laura Tam, Sarah Jo Szambelan, SPUR
Funded by: SF Bay Regional Water Quality Control Board (thank you!)