RUSSIAN RIVER ESTUARY STUDY
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1 RUSSIAN RIVER ESTUARY STUDY
2 Russian River Estuary Study prepared for Department of Planning Sonoma County Melanie Heckel, Project Manager and California State Coastal Conservancy Julia Mclver, Grant Manager Under the direction of the Russian River Estuary Interagency Task Force* Hydrological Aspects of an Estuary Management Plan prepared by Peter Goodwin, Ph.D., P.E. and C. Kelly Cuffe, M.S. Philip Williams and Associates, Ltd. Consultants in Hydrology Pier 35, The Embarcadero San Francisco, CA Limnological and Biological Aspects of an Estuary Management Plan prepared by Jennifer L. Nielsen** and Theo Light ** Research Fisheries Scientist USDA U.S. Forest Services Pacific Southwest Research Station 800 Buchanan St. Albany, CA 94710
3 Social Impacts of an Estuary Management Plan prepared by Melanie Heckel Planner IV Sonoma County Planning Department with assistance from the Russian River Estuary County Task Force*** * Russian River Estuary Interagency Task Force Members Bill Cox, California Dept. of Fish and Game Valerie Gizinski, State Dept. of Parks and Recreation Bob Merrill, California Coastal Commission Jennifer Vick, U.S. Army Corps of Engineers Chris Mobley, National Marine Fisheries Service Mike Long, U.S. Fish and Wildlife Service Diana Jacobs, State Lands Commission Julia Mclver, California Coastal Conservancy Melanie Heckel, Sonoma County Planning Department *** Russian River Estuary County Task Force Members John Schrad, Public Works Eric Mays, Building Department Ed Rogers, County Assessor Doug Gow, Risk Management Mike Treinen, Environmental Health Randy Poole/Bob Morrison, Water Agency Melanie Heckel, Planning Department
4 TABLE OF CONTENTS Overview. I. Conclusions and Recommendations A. Hydrology and Flooding... 1 B. Limnology and Biology... 2 II. Introduction A. Hydrology... 4 B. Limnology and Biology... 6 III. Physical Characteristics of the Russian River Estuary A. General Comment... 7 B. Meteorologic and Oceanographic Processes... 7 C. Estuarine Morphometry... 8 Existing Conditions Bathymetric Survey...11 D. Beach Characteristics...11 Existing Conditions...11 Beach Characteristics During the Monitoring Period...20 E. River Inflows...22 General Comment...22 Historic Data...22 Inflows During the Monitoring Program, April 1992 through March IV. Inlet Channel Stability A. General Comment B. Comparison with Historical Conditions and Other Lagoons in California...32 C. Maximum Velocity Criteria...34 D. Escoffier Curve...34 E. Wave Power - Tidal Prism Relationship...38 F. Littoral Drift - Tidal Prism Relationship...40 G. Summary of the Inlet Stability of the Russian River Estuary...43 V. Frequency of Inlet Closure A. The Physical Processes Associated with Lagoon Opening and Closure...44 B. A Model of the Cycle of Inlet Openings...48 C. Calibration and Validation of the Model...51 D. Empirical Prediction of the Closure of the Estuary Entrance...51 VI. Hydrological Opportunities and Constraints for the Management of the Estuary A. Opportunities...62 B. Constraints...63 VII. Limnological Conditions of the Estuary
5 VIII. A. Russian River B. Hydrolab data C. Willow Creek Biological Conditions of the Estuary A. Fish B. Crabs and shrimp C. Micro invertebrates D. Crayfish E. Amphibians F. Birds G. Vegetation H. Pinnipeds IX. Documentation of Flooding Impacts X. Economic Impacts XI. Safety Issues XII. Recreation XIII. Citizen Input XI Management Alternatives V XV Preferred Alternative Phil Williams and Associates Acknowledgements References Hydrology Limnology and Biology List of Appendices Appendix I Glossary of Terms Appendix II List of Individuals/Organizations Contacted During Study Appendix III Cross-Sections of the Russian River Estuary Appendix IV Water Surface Elevations and River Inflows to the Estuary April 1992-March1993 Appendix V Beach Profiles at the Russian River Estuary Appendix VI History of Estuary Openings Appendix VII Significant Wave Heights at Bodega Station January 1992-May 1993 Appendix VIII Minimum Streamflow Requirements in the Russian River Appendix IX Survey Form List of Tables Hydrology Table 3.1 Joint Distribution of Significant Wave Height and Peak Wave Period: Point Reyes Buoy, Table 3.2 Aerial Photographs of the Russian River Estuary Table 3.3 Minimum Width of Barrier Beach... 29
6 APPENDIX I GLOSSARY OF TERMS
7 GLOSSARY OF TERMS Actual Tidal Prism Barrier Beach Diurnal Tidal Prism Estuary Inlet Channel Lagoon Mean Tidal Prism MHHW MHW MLLW MLW NGVD as potential tidal prism, but based on tide levels in the lagoon or estuary (i.e. accounts for the damping effects of the tidal inlet channel) the sand bar which is formed at the entrance of an estuary, preventing tidal exchange the volume of water stored in a lagoon or estuary between MHHW and MLLW a semienclosed coastal body of water which has a free connection with the open ocean and within which ocean water is measurably diluted with fresh water derived from land drainage (Pritchard, 1967) the channel which crosses the barrier beach and connects the ocean to the Russian River Estuary an enclosed coastal body of water with no or periodic connection to the open ocean which is recharged by fresh water from land drainage the volume of water stored in a lagoon or estuary between MHW and MLW Mean Higher High Water Mean High Water Mean Lower Low Water Mean Low Water National Geodetic Vertical Datum Potential Tidal Prism the volume of water stored in a lagoon (estuary) between MHW and MLW (Mean potential tidal prism) or MHHW and MLLW (potential diurnal tidal prism) based on tide elevations in the ocean. A1-1
8 APPENDIX II LIST OF AGENCIES / ORGANIZATIONS CONTACTED DURING THIS STUDY
9 LIST OF AGENCIES/ORGANIZATIONS CONTACTED DURING THIS STUDY R. Morrison Sonoma County Water Agency J. Mortenson Bodega Bay Resident Eric Mayes Jim Johnson Bill Cox Department of Public Works, Sonoma County Department of Public Works, Sonoma County Department of Fish & Game National Marine Fisheries Patricia Kirk National Oceanographic Data Center NOAA John Shrad Jim Flugum Department of Public Works, Road Maintenance Division, Sonoma County Sonoma County Water Agency AII-1
10 APPENDIX III CROSS-SECTIONS OF THE RUSSIAN RIVER ESTUARY Note: all elevations shown in Appendix III are to NGVD
11 RUSSIAN RIVER ESTUARY STUDY BATHYMETRIC CROSS-SECTIONS Figur e
12 Philip Williams & Associates, Ltd. Pier 35, The Embarcadero San Francisco, CA (415) RUSSIAN RIVER ESTUARY STUDY BATHYMETRIC CROSS -SECTIONS
13 RUSSIAN RIVER ESTUARY STUDY BATHYMETRIC CROSS-SECTIONS
14 RUSSIAN RIVER ESTUARY STUDY BATHYMETRIC CROSS-SECTIONS
15 * RUSSIAN RIVER ESTUARY STUDY BATHYMETRIC CROSS-SECTIONS
16 RUSSIAN RIVER ESTUARY STUDY BATHYMETRIC CROSS SECTIONS
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19 H RUSSIAN RIVER ESTUARY STUDY BATHYMETRIC CROSS-SECTIONS
20 4 RUSSIAN RIVER ESTUARY STUDY BATHYMETRIC CROSS-SECTIONS.
21 RUSSIAN RIVER ESTUARY STUDY BATHYMETRIC CROSS SECTIONS
22 RUSSIAN RIVER ESTUARY STUDY BATHYMETRIC CROSS-SECTIONS
23 RUSSIAN RIVER ESTUARY STUDY BATHYMETRIC CROSS -SECTIONS
24 RUSSIAN RIVER ESTUARY STUDY BATHYMETRIC CROSS-SECTIONS
25 RUSSIAN RIVER ESTUARY STUDY BATHYMETRIC CROSS-SECTIONS
26 ( < RUSSIAN RIVER ESTUARY STUDY BATHYMETRIC CROSS-SECTIONS
27 t RUSSIAN RIVER ESTUARY STUDY BATHYMETRIC CROSS-SECTIONS
28 RUSSIAN RIVER ESTUARY STUDY BATHYMETRIC CROSS -SECTIONS
29 RUSSIAN RIVER ESTUARY STUDY BATHYMETRIC CROSS-SECTIONS
30 RUSSIAN RIVER ESTUARY STUDY BATHYMETRIC CROSS-SECTIONS
31 RUSSIAN RIVER ESTUARY STUDY BATHYMETRIC CROSS-SECTIONS
32 ) RUSSIAN RIVER ESTUARY STUDY BATHYMETRIC CROSS-SECTIONS Figur e
33 RUSSIAN RIVER ESTUARY STUDY BATHYMETRIC CROSS-SECTIONS
34 RUSSIAN RIVER ESTUARY STUDY BATHYMETRIC CROSS-SECTIONS
35 ), RUSSIAN RIVER ESTUARY STUDY BATHYMETRIC CROSS-SECTIONS
36 RUSSIAN RIVER ESTUARY STUDY BATHYMETRIC CROSS-SECTIONS
37 RUSSIAN RIVER ESTUARY STUDY BATHYMETRIC CROSS-SECTIONS
38 RUSSIAN RIVER ESTUARY STUDY BATHYMETRIC CROSS SECTIONS
39 RUSSIAN RIVER ESTUARY STUDY BATHYMETRIC CROSS-SECTIONS
40 RUSSIAN RIVER ESTUARY STUDY BATHYMETRIC CROSS-SECTIONS
41 APPENDIX IV WATER SURFACE ELEVATIONS AND RIVER INFLOWS TO THE ESTUARY April 1992-March 1993
42 APRIL, 1992 Philip Williams & Associates, Ltd. Consultants in Hydrology WATER LEVELS - RUSSIAN RIVER ESTUARY JENNER VISITOR CENTER (APRIL, 1992)
43 MAY, 1992 Philip Williams & Associates, Ltd. Consultants in Hydrology WATER LEVELS - RUSSIAN RIVER ESTUARY JENNER VISITOR CENTER (MAY, 1992)
44 JUNE, 1992 Philip Williams & Associates, Ltd. Consultants in Hydrology WATER LEVELS - RUSSIAN RIVER ESTUARY JENNER VISITOR CENTER (JUNE, 1992)
45 JULY, 1992 Philip Williams & Associates, Ltd. Consultants in Hydrology WATER LEVELS - RUSSIAN RIVER ESTUARY JENNER VISITOR CENTER (JULY, 1992)
46 AUGUST, 1992 Philip Williams & Associates, Ltd. Consultants in Hydrology WATER LEVELS - RUSSIAN RIVER ESTUARY JENNER VISITOR CENTER (AUGUST, 1992)
47 SEPTEMBER, 1992 Philip Williams & Associates, Ltd. Consultants in Hydrology WATER LEVELS - RUSSIAN RIVER ESTUARY JENNER VISITOR CENTER (SEPTEMBER, 1992)
48 OCTOBER, 1992 Philip Williams & Associates, Ltd. Consultants in Hydrology WATER LEVELS - RUSSIAN RIVER ESTUARY JENNER VISITOR CENTER (OCTOBER, 1992)
49 NOVEMBER, 1992 Philip Williams & Associates, Ltd. Consultants in Hydrology WATER LEVELS - RUSSIAN RIVER ESTUARY JENNER VISITOR CENTER (NOVEMBER, 1992)
50 DECEMBER, 1992 Philip Williams & Associates, Ltd. Consultants in Hydrology WATER LEVELS - RUSSIAN RIVER ESTUARY JENNER VISITOR CENTER (DECEMBER, 1992)
51 JANUARY, 1993 Philip Williams & Associates, Ltd. Consultants in Hydrology WATER LEVELS - RUSSIAN RIVER ESTUARY JENNER VISITOR CENTER (JANUARY, 1993)
52 FEBRUARY, 1993 Philip Williams & Associates, Ltd. Consultants in Hydrology WATER LEVELS - RUSSIAN RIVER ESTUARY JENNER VISITOR CENTER (FEBRUARY, 1993)
53 MARCH, 1993 Philip Williams & Associates, Ltd. Consultants in Hydrology WATER LEVELS - RUSSIAN RIVER ESTUARY JENNER VISITOR CENTER (MARCH, 1993)
54 APPENDIX V HISTORIC BEACH PROFILES AT THE RUSSIAN RIVER ESTUARY Source: U.S. Army Engineer District, San Francisco Corps of Engineers, 1965, Technical Report on Cooperative Beach Erosion Study of Coastal of Northern California, Point Delgada to Point Año Nuevo.
55 21 Range Lines Nos. 1, 2, and 3 of Beach Profiles Near the Mouth of the Russian River (34, Fig. A-23)
56 ! I 22 Range Lines Nos. 4 and 5 of Beach Profiles Near the Mouth of the Russian River (34, Fig. A-24)
57 APPENDIX VI HISTORY OF ESTUARY OPENINGS RUSSIAN RIVER
58 APPENDIX VI-A ESTUARY OPENINGS MARCH 1988 to FEBRUARY 1992 Source: Schrad, 1992 Note: Elevations shown in Appendix VI-A are relative to the County Gage mounted near the Visitor's Center. 0.0 feet on this County Gage is approximately feet NGVD.
59 RIVER MOUTH OPENINGS DATE DEPTH TIME EMPLOYEES INVOLVED AUTHORITY NOTIFICATION /24/88 7'+/-? ALBRITTON, DON-F001 T RD. MAINT. NO JOHNSON, JIM-J013/G227 RD. MAINT. 03/25/88 7'+/-? ALBRITTON, GARY-E254 RD. MAINT. NO 04/06/88 7'+/-? ALBRITTON. DON-F001 T RD. MAINT. NO PETERS, DAVE-J001/G226 RD. MAINT. 04/15/88 7'+/-? ALBRITTON. DON-F001/J001 RD. MAINT. NO JOHNSON, JIM-J001 RD. MAINT. PETERS, DAVE-E368 RD. MAINT. 04/17/88 7'+/-? ALBRITTON, DON-F001 T RD. MAINT. NO JOHNSON, JIM-E402 RD. MAINT. PETERS, DAVE-J001/G226 RD. MAINT. 05/17/88 7'+ 8:00 A.M ALBRITTON, DON-F001 T H. LAMBERT 05/16/88-8:00 A.M PETERS, DAVE-G226 H. LAMBERT F&G 06/29/88 7'+ 8:30 A.M ALBRITTON, DON-F001 T RD. MAINT. 06/28/88-8:30 A.M PETERS, DAVE-J001/G226 RD. MAINT. F&G-YOUNT. 8:30 A.M JOHNSON, JIM-E402 RD. MAINT. F&G-COX COASTAL COMM STATE PARKS Q9/10/88 9'4" 8:00 A.M PETERS, DAVE-F001 T DON HEAD NO JOHNSON, JIM-J001/E402 DERRICK, RON-E254 11/12/88 7'1" 8:00 A.M ALBRITTON, DON-F001 T DON HEAD CALLS MADE PETERS, DAVE-J001/G226 BY TIM MAYER JOHNSON, JIM-E402 12/13/88 7'+" 8:30 A.M ALBRITTON, DON-F001 T DON HEAD CALLS MADE PETERS, DAVE-J001/G226 BY TIM MAYER JOHNSON, JIM-E402 12/12/
60 1989 RIVER MOUTH OPENINGS DATE DEPTH TIME EMPLOYEES INVOLVED AUTHORITY NOTIFICATION /06/89 8' 8:00 A.M ALBRITTON, DON-F020 T RD. MAINT. LIST CALLED JOHNSON, JIM-E402 BY VELLUTINI PETERS. DAVE-J001 10/19/89 7' 9:30 A.M ALBRITTON, DON-F001 T RD. MAINT. LIST CALLED PETERS. DAVE-J001/G226 BY SCHRAD OSBORNE, MIKE - PHOTOS 11/09/89 9' 2:00 P.M ALBRITTON, DON-F001 T RD. MAINT. LIST CALLED JOHNSON, JIM-E402/J001 BY SCHRAD 12/12/89 9' 1:30 P.M ALBRITTON, DON-F001 T RD. MAINT LIST CALLED JOHNSON, JIM-E402 BY SCHRAD PETERS, DAVE G226/J RIVER MOUTH OPENINGS DATE DEPTH TIME EMPLOYEES INVOLVED AUTHORITY NOTIFICATION /14/90 8.5' 9:00 AM DON ALBBITTON-F001 T RD. MAINT LIST CALLED DAVE PETERS- J001/E323 BY SCHRAD JIM JOHNSON-E402 JAY ELDRIDGE- E395 05/04/90 7.5' 1:00 PM DON ALBRITTON-F001 T RD. MAINT LIST CALLED DAVE PETERS-J001/E332 BY SCHRAD JIM JOHNSON-E402 05/25/90 9.2' 8:00 AM DON ALBRITTON-F001 T RD. MAINT LIST CALLED DAVE PETERS-J001/E322 BY SCHRAD JIM JOHNSON-E402 10/11/90 7' 8:30 AM DON ALBRITTON-F001 T RD. MAINT LIST CALLED -1:00 PM JIM JOHNSON-J001/E402 BY SCHRAD 11/02/90 8' 11:00 AM DON ALBRITTON RD. MAINT LIST CALLED ERIC BOSS-F001 T BY RUSSELL JIM JOHNSON-J001/E
61 1991 RIVER MOUTH OPENINGS DATE DEPTH TIME EMPLOYEES INVOLVED AUTHORITY NOTIFICATION /18/91 6'2" 11:30 AM JOHNSON, JIM-J001/E402 RD. MAINT LIST CALLED TO ESPOSTI, JOHN-F020 BY SCHRAD 3:30 PM ELDRIDGE, JAY 01/18/91 ***** ******** ATTEMPT UNSUCCESSFUL- WILL TRY AGAIN ON 01/23/91* 01/23/91 7'2" 11:30 AM JOHNSON, JIM-J001/E402 RD. MAINT. RE-CALLED ESPOSTI, JOHN-F020 COASTAL ELDRIDGE. JAY COMM. ONLY 02/15/91 7'2" 1:30 PM JOHNSON, JIM-E402 ED WALKER LIST CALLED ESPOSTI, JOHN-F020 BY ESPOSTI ELDRIDGE, JAY-J001 03/01/91 8' 2:30 PM JOHNSON, JIM-E402/J001 RD. MAINT LIST CALLED ESPOSTI, JOHN-F020 06/07/91 7' 4:00 PM JOHNSON, JIM-E402/J001 RD. MAINT LIST CALLED ELDRIDGE, JAY-F001 BY SCHRAD 07/03/91 6' 10:30 AM JOHNSON, JIM-E402/J013 RD. MAINT LIST CALLED ELDRIDGE, JAY-F001/L086 BY SCHRAD 09/30/91 7.2' 12:20 PM JOHNSON, JIM-J001 RD. MAINT LIST CALLED ELDRIDGE, JAY-F001/L086 BY SCHRAD 10/29/91 8.5' 9:00 AM JOHNSON, JIM-J013 RD. MAINT LIST CALLED ELDRIDGE, JAY-F020/L147 BY SCHRAD 11/18/91 8.8' 2:30 PM JOHNSON, JIM-E402 RD. MAINT LIST CALLED ELDRIDGE, JAY- J001 BY SCHRAD ESPOSTI, JOHN-F020/L147 12/12/91 ******** ATTEMPT UNSUCCESSFUL***** ********** ************ 12/13/91 ******** ATTEMPT UNSUCCESSFUL***** ********** ************ 12/16/91 8.5' 10:00 AM JOHNSON. JIM-J013 RD. MAINT LIST CALLED ELDRIDGE. JAY-E402 BY SCHRAD ESPOSTI. JOHN-F020/L
62 1992 RIVER MOUTH OPENINGS DATE DEPTH TIME EMPLOYEES INVOLVED AUTHORITY NOTIFICATION /19/9210' 1:00 PM ELDRIDGE, JAY-F001/J001 ROAD MAINT LIST CALLED JOHNSON, JIM-E402 BY SCHRAD 01/31/929.5' 1:00 PM ELDRIDGE, JAY-F001/J001 ROAD MAINT LIST CALLED JOHNSON, JIM-E402 BY SCHRAD 02/10/9210.6' 12 NOON ELDRIDGE, JAY-F001/J001 ROAD MAINT LIST CALLED JOHNSON, JIM-E402 BY SCHRAD
63 APPENDIX VI-B ESTUARY OPENINGS: Source: Rice, 1974
64
65 APPENDIX VII SIGNIFICANT WAVE HEIGHTS AT BODEGA STATION JANUARY MAY 1993
66 Philip Williams & Associates, Ltd. Consultants in Hydrology 1992 SIGNIFICANT WAVE HEIGHTS MEASURED AT BODEGA STATION (NBDC # 46013; 38.2N/124.0W). MAR12-JUNE23 CALCULATED FROM SAN FRANCISCO STATION OBSERVATIONS.
67 Philip Williams & Associates, Ltd. Consultants in Hydrology 1992 SIGNIFICANT WAVE HEIGHTS MEASURED AT BODEGA STATION (NBDC # 46013; 38.2N/124.0W)
68 Philip Williams & Associates, Ltd. Consultants in Hydrology 1993 SIGNIFICANT WAVE HEIGHTS MEASURED AT BODEGA STATION (NBDC # 46013; 38.2N/J24.0W)
69 APPENDIX VIII MINIMUM STREAMFLOW REQUIREMENTS IN THE RUSSIAN RIVER Source: State Water Resources Control Board Decision 1610, April 1986
70
71 APPENDIX IX SURVEY FORM SENT TO POTENTIALLY AFFECTED PROPERTY OWNERS
72 NAME Return to: Sonoma County Planning Department ADDRESS Melanie Perry 575 Administration Drive, Room 105A AP #: Santa Rosa CA Re: Opening of the Mouth of the Russian River 1. Is your property affected by flooding when the River mouth is closed? Yes No 2. What type of property is affected? Residential Agricultural Commercial 3. RESIDENTIAL a Is your yard flooded? Yes No b. What is the use of this land and percentage of parcel affected? c. Do you have a boat dock that would be damaged by flooding? Yes No d. Are any accessory buildings flooded? Yes No If so, what is the accessory building square footage affected? e. Would your residence flood if the River mouth is closed? Yes No Do you know at what height of the River (measured at the Jenner gauge) that your residence floods? 8 feet 9 feet 10 feet Other f. What is the use of the area of your residence that would be flooded? Foundation / sq. ft. Basement / sq. ft. Living Area / sq. ft. g. What is the use of the living area affected and square footage? 4. AGRICULTURAL a How much land in terms of acreage is affected by flooding when the mouth is closed? b. What is the use of the land affected?
73 Page 2 Russian River Study Questionnaire c. At what height of the river is your agricultural land substantially affected? (measured at the Jenner gauge.) 7½ feet 8 feet 9 feet 10 feet Other d. How does the flooding affect your agricultural operation? 5. COMMERCIAL a What is the commercial use of your property? b. What is the use of any outdoor area affected? Parking Lot Landscaping Other, describe: c. At what River height (measured at the Jenner gauge), is your property substantially affected by flooding? 8 feet 9 feet 10 feet Other d. What is the use of the structure that would be affected? Foundation / sq. ft. Basement / sq. ft Storage / sq. ft. Office/sq. ft. Pubic Area / sq. ft. Other / sq. ft. e. Describe how your commercial operation would be affected if the River mouth remained closed and flooding occurred? 6. Other Comments:
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