The study team reviewed public input and previous related studies to identify potential measures that could be combined to develop a preliminary set of alternatives that address identified flood-risk and water supply problems. The table below summarizes these alternatives. An “X” in the row beside a measure indicates that this measure is included within the alternative.
MEASURES
|
PRELIMINARY
ALTERNATIVES
|
A
|
B
|
C
|
D
|
No Action
|
Arrowrock Dam Raise
|
X
|
|
X
|
X
|
|
Managed Aquifer Recharge
|
|
X
|
|
|
|
Upgrade Irrigation Headgates
|
X
|
X
|
X
|
|
|
Replace Push-Up Dams
|
X
|
X
|
|
|
|
Upgrade Bridges
|
X
|
|
|
|
|
Controlled Flooding of Pits/Ponds
|
X
|
|
|
|
|
Temporary Conveyance of Water In Floodplain
|
X
|
X
|
X
|
|
|
Flow Split Structure
|
X
|
|
|
|
|
Non-Structural Measures
|
X
|
X
|
|
|
|
The following is a general description of the measures comprising each preliminary alternative:
•
Arrowrock Dam Raise: Raising Arrowrock Dam was previously identified as the top-ranked storage option for both flood risk management and water supply. A range of potential dam raise heights is possible, with a currently estimated maximum raise of 74 feet. The maximum raise would provide an estimated 320,000 acre feet of storage for flood risk management, and current and future water demand.
•
Managed Aquifer Recharge: This measure involves a deliberate strategy of recharge existing groundwater aquifers. The potential for gaining additional water supply through managed aquifer recharge and additional flood-risk-management benefits associated with this measure will be based on previous groundwater studies.
•
Upgrade Existing Irrigation Headgate Structures: Headgates control the diversion of water into irrigation canals and could be improved to reduce the risk of localized flooding. It is likely some headgates have greater potential flood-risk-management benefits than others.
•
Replace Push Up Dams with Inflatable Weirs: Push up dams assist the diversion of water into irrigation canals. Replacing specific dams with inflatable weirs that can be lowered during high water events is expected to have localized flood-risk-management benefits.
•
Replace or Upgrade Undersized Bridges: Some bridges in the project area have potential to cause localized flooding during high-flow events, and could be raised or replaced to reduce the risk of localized flooding.
•
Controlled Flooding of Gravel Pits and Ponds: This measure involves designing a controlled method of flooding ponds and pits with high potential for pit capture.
•
Temporary Conveyance of Water in Floodplain: In some areas, there are opportunities to re-grade parks or develop perched side-channels to reduce localized flooding. These measures also have the potential to provide some ancillary environmental benefits.
•
Flow-Split Structure at Eagle Island: Under some high-water scenarios, a controlled split of flows into the north and south river channels around Eagle Island could be beneficial.
•
Non-Structural Measures: There may be cost-effective opportunities to provide “non-structural” flood protection (e.g., flood-proofing buildings, ring levees around critical infrastructure, or raising structures in place) in certain areas to reduce the frequency of flooding.
•
Measures Common to All Alternatives: Certain measures will be included in all alternatives, such as water-conservation measures with potential to reduce future water demand, floodplain-management plans to help limit future floodplain development and altered-system operations.