1. Ponds 6, 7 & 8 Design Update Napa Sonoma Marsh Restoration Group Meeting USGS San Pablo Field Station Office, Building 505, Mare Island April 17, 2008

2. Presentation Schedule Project Design Overview Mixing Chamber Design Water Quality Sampling

3. 50% Design Submitted April 2007 90% Design Submitted February 2008 Waiting on USACE Input for Design Permitting Ongoing Schedule

4. Location Map

5. Ponds 6/6A Project Objectives Maximize Habitat for Shorebirds and Waterfowl Improve Management Flexibility Improve Levees

6. 6A Donut 6 Donut POND 6A POND 6 CANAL NAPA SLOUGH CHINA SLOUGH DEVIL’S SLOUGH NAPA SLOUGH Abandon Siphon 48”Inlet/Outlet with Gate 2-36” Inlet/Outlet with Gates 4-36” Outfalls with Gates LITTLE ISLAND FARM 4 - 36” Inlet/Outlet with Gates 48” Siphon 4 - 36” Culverts with Gates 2 - 36” Inlet/Outlet with Gates 48” Siphon

7. Upper Ponds Project Objectives Pond 7 Bittern Reduction in 8 years New Outfall to Napa Slough Demolish Siphon to Ponds 6/6A Improved Pond Management Flexibility

11. Mixing Chamber - General Setting Design Criteria for the Mixing Chamber are: Mixing chamber inflow of ambient ~ 14,000 afy Initial bittern release = 1% of Mixing chamber inflow = 140 afy Design to provide flexibility for future increase in bittern release Provide complete mixing

12. General Setting Pond 7A Pond 8 Pond 7 (Bittern) Mixing Chamber

13. CANAL FROM POND 8 INTERNAL LEVEE POND 7 POND 7A 36” WIDE SLUICE GATE POND 7/7A DONUT (MIXING CHAMBER) NEW CONTROL STRUCTURE INVERT AT 2.5 FT NEW 36” INLET WITH GATE INVERT AT 2.5 FT 2 NEW 36” CULVERTS WITH GATES INVERT AT 2.5 FT 2 NEW 48” OUTFALL WITH GATE INVERT AT 0 FT Design Schematic DREDGE CANAL TO EL. 0 FT 2 NEW 48” OUTFALL WITH GATES INVERT AT 0 FT DREDGE MIXING CHAMBER TO EL. 0 FT

14. Automated System Automated System was Selected: Highest Flexibility – given design uncertainties, provides flexibility for post-construction calibration and adjustments to meet field conditions Data collection & reporting capabilities Emergency notifications Standard gates available for future habitat pond management Less long-term infrastructure to demo

15. Level Sensor Flow Sensor Gate Actuator Water Quality DB Cables Control System Concept Mixing Chamber Terminal Building Power Communications Pond 7 Pond 7 Channel Pond 8 Channel Pond 7A

16. Mixing Power Requirement Elevation, z [m] Density,  [kg/m 3 ] zmzm z0z0 zbzb  ambient 1,010.6  fully-mixed 1,023.6  bittern 1,256.9 Fully-mixed density profile Stratified density profile Mixing chamber bathymetry Thickness of bittern layer The energy required to mix the water column completely depends on: Bittern and ambient water density difference Water depth in the Mixing Chamber

17. Mixing Power Available Available Power Power Required

20. Ponds 7, 7A, and 8: Water Quality Sampling  4 Monitoring Locations  Pollutants/Parameters  Pesticides/PCBs, volatile organics, semi-volatile organics, metals, mercury, chromium VI, hardness, turbidity  Field Measurements  Dissolved oxygen, pH, salinity, water temperature, tidal stage, weather  Sampling Schedule  Two sampling events: Spring and Fall 2008

21. Ponds 7, 7A, and 8: Monitoring Locations

22. Questions?

23. Terminal Building System Components in the Terminal Building Controller (PLC) – Gate control Remote Terminal Unit (RTU) – Data collection Batteries/Charger – Provides Power Radio/ Antenna – Offsite Data Communications Gate Control Master Panel – Local manual gate control Intrusion Sensors (Door Switch/Motion Sensors)

24. The hydraulic problem is… Pond 7 WSEL does not allow for continuous gravity flow into MC Pond 7A, Pond 8, and Mixing Chamber Pond 7 (Bittern)

25. The solution to the hydraulic issue Issue: Pond 7 WSEL Does Not Allow for Continuous Bittern Gravity Flow into MC Increase WSEL Lower WSEL Maintain Dilution Ratio

26. Maximum Allowable Water Surface Elevations in Pond 7 Top of Levee (7 – 9 ft NAVD88) Wave runup (0.2 - 0.8 ft) Emergency (0.5 ft) Storage WSEL (4.7 ft NAVD88) LEVEE Freeboard (1 ft) Recommendations Target WSEL in P7 is 4.7 feet Target WSEL in the Mixing Chamber < 4.7 feet Pond Bottom (2-3 ft NAVD88)

27. Hydraulic simulation results MIKE 11 model run Alt02_Iter09.res11 Pond 7A Pond 7 Pond 8 Mixing Chamber Napa Slough