Appendix G. Meso-Habitat Surveys. DRAFT Annual Technical Report

Similar documents
Restoration Goals TFG Meeting. Agenda

STREAM INVENTORY REPORT PENNINGTON CREEK

MORRO BAY WATERSHED STEELHEAD RESTORATION PLANNING PROJECT

SALMONID HABITAT ASSESSMENT UPPER MILLER CREEK

YUBA COUNTY WATER AGENCY

DETAILED DESCRIPTION OF STREAM CONDITIONS AND HABITAT TYPES IN REACH 4, REACH 5 AND REACH 6.

ODFW AQUATIC INVENTORY PROJECT OREGON PLAN FOR SALMON & WATERSHEDS STREAM RESTORATION HABITAT REPORT

San Joaquin River Tributary Sediment Transport and Geomorphology Study

Influence of Paleochannels on Seepage

ODFW AQUATIC INVENTORY PROJECT OREGON PLAN FOR SALMON & WATERSHEDS STREAM RESTORATION HABITAT REPORT

Vermont Stream Geomorphic Assessment. Appendix J. Vermont Regional Hydraulic Geometry Curves

ODFW AQUATIC INVENTORY PROJECT RESTORATION MONITORING STREAM HABITAT REPORT. Peggy Kavanagh, Trevan Cornwell TOLEDO SOUTH Coast Range Lora Tennant

Hydraulic and Sediment Transport Modeling Strategy

Why Geomorphology for Fish Passage

Little Blackfoot TPA 2009 Sediment and Habitat Assessment QAQC Review March 9, 2010

Rosgen Classification Unnamed Creek South of Dunka Road

ADDRESSING GEOMORPHIC AND HYDRAULIC CONTROLS IN OFF-CHANNEL HABITAT DESIGN

Estimated Sediment Volume: Bridge Street Dam Impoundment, Royal River, Yarmouth, Maine

Spring Run Spawning Habitat Assessment Sediment Mobility

SRH Group Facies Mapping

PolyMet NorthMet Project

Gravel Extraction Annual Monitoring Report

Fish Passage at Road Crossings

REACH 1 T37S-R14W-S07NW

17-20 November 2007 Incidental Take Monitoring Methodology and Results

Habitat Assessment. Peggy Compton UW-Extension Water Action Volunteers Program Coordinator

UPPER COSUMNES RIVER FLOOD MAPPING

ODFW AQUATIC INVENTORY PROJECT STREAM REPORT

!"#$%&&'()*+#$%(,-./0*)%(!

CR AAO Bridge. Dead River Flood & Natural Channel Design. Mitch Koetje Water Resources Division UP District

ODFW AQUATIC INVENTORY PROJECT STREAM REPORT

May Creek Canyon LWD Stream Restoration Project. Helicopter Placement of LWD in an Urban Stream. By Kathryn Neal, P.E.

Addressing the Impact of Road-Stream Crossing Structures on the Movement of Aquatic Organisms

1.0 Appendix. Appendix A In-stream LWD Data Collection Sheet In Stream LWD Data Collection Stream Site: Coordinates:x y Crew: Date: Dia-4.

60 PERCENT DESIGN REPORT HABITAT RESTORATION OF THE CHELAN RIVER REACH 4 AND TAILRACE

REDWOOD VALLEY SUBAREA

7.1 COMPONENTS OF THE HABITAT CHARACTERIZATION 7.2 HABITAT SAMPLING LOCATIONS WITHIN THE SAMPLING REACH 7.3 LOGISTICS AND WORK FLOW 7

Reach 1A Spawning Area Bed Mobility

River Nith restoration, cbec UK Ltd, October 2013 APPENDIX A

STUDY PERFORMANCE REPORT

Sessom Creek Sand Bar Removal HCP Task 5.4.6

Appendix 12J Winter-Run Chinook Salmon Life Cycle Modeling

DISCUSSION PURPOSES ONLY C A L I F O R N I A S T A T E L A N D S C O M M I S S I O N

Gravel Transport Study Report for Energy Northwest's Packwood Lake Hydroelectric Project FERC No Lewis County, Washington

SACRAMENTO MUNICIPAL UTILITY DISTRICT UPPER AMERICAN RIVER PROJECT (FERC Project No. 2101) and

SCOPE OF PRESENTATION STREAM DYNAMICS, CHANNEL RESTORATION PLANS, & SEDIMENT TRANSPORT ANALYSES IN RELATION TO RESTORATION PLANS

Technical Memorandum. To: From: Copies: Date: 10/19/2017. Subject: Project No.: Greg Laird, Courtney Moore. Kevin Pilgrim and Travis Stroth

Important Copyright Information

Technical Memorandum No Sediment Model

Woodstock, Route 26 Stream Relocation Project

PENNSYLVANIA DEPARTMENT OF TRANSPORTATION ENGINEERING DISTRICT 3-0

Appendix I Feasibility Study for Vernal Pool and Swale Complex Mapping

Folsom Dam Water Control Manual Update Joint Federal Project, Folsom Dam

Case Study 8. North Fork Nooksack River In-channel Project

Strategies for managing sediment in dams. Iwona Conlan Consultant to IKMP, MRCS

B-1. Attachment B-1. Evaluation of AdH Model Simplifications in Conowingo Reservoir Sediment Transport Modeling

State of the River: Geomorphic Structure. Josh Wyrick, Ph.D. UC Davis

Elevation (ft) Slope ( ) County CONDITION CATEGORY. Parameter Natural Condition Slightly impacted Moderately Impacted Heavily Impacted

Appendix E Rosgen Classification

Innovative Technologies and Methodologies to Help Solve Complex Problems in Spatial River Studies

THE STATE OF SURFACE WATER GAUGING IN THE NAVAJO NATION

Methuen Falls Hydroelectric Project: Bypass Flow Study

Stream Classification

Minimum Standards for Wetland Delineations

APPENDIX 4B FOOTHILL YELLOW-LEGGED FROG SURVEY DATASHEETS AND STANDARD OPERATING PROCEDURES (BASED ON SELTENRICH AND POOL,

PRELIMINARY DRAFT FOR DISCUSSION PURPOSES

Mobrand to Jones and Stokes. Sustainable Fisheries Management Use of EDT

Stop 1: Marmot Dam Stop 1: Marmot Dam

Table E1. Site details for reaches selected for PHABSIM surveys in 2007

Chapter Five. Synopsis

HYDROLOGIC AND WATER RESOURCES EVALUATIONS FOR SG. LUI WATERSHED

Black Gore Creek 2013 Sediment Source Monitoring and TMDL Sediment Budget

Susitna-Watana Hydroelectric Project (FERC No ) Geomorphology Study Study Plan Section Study Implementation Report.

Fluvial Driven Alluvial Fans

CE415L Applied Fluid Mechanics Laboratory

Tom Glass, B.S. Whitman College Sarah Wasssmund, B.S. Humboldt State University Edgar Verdin, B.S. Portland State University Kelsi Lakey, B.S.

Photo 1: Assen Brothers Splash Dam in 1912, Middle Creek Oregon. Photo courtesy of Coos County Historical Society

APPENDIX A REACH DECRIPTIONS. Quantico Creek Watershed Assessment April 2011

Waterbury Dam Disturbance Mike Fitzgerald Devin Rowland

Solutions to Flooding on Pescadero Creek Road

Office of Structures Manual for Hydrologic and Hydraulic Design. Chapter 14: Stream Morphology and Channel Crossings

Limitation to qualitative stability indicators. the real world is a continuum, not a dichotomy ~ 100 % 30 % ~ 100 % ~ 40 %

Gully Erosion Part 1 GULLY EROSION AND ITS CAUSES. Introduction. The mechanics of gully erosion

Physical modeling to guide river restoration projects: An Overview

Final Report for the Green Valley Creek Winter Refugia Enhancement Project Monitoring December 2016

Stream Geomorphology. Leslie A. Morrissey UVM July 25, 2012

Tom Ballestero University of New Hampshire. 1 May 2013

EAGLES NEST AND PIASA ISLANDS

2012 AQUATIC HABITAT AND GEOMORPHIC MAPPING OF THE MIDDLE RIVER USING AERIAL PHOTOGRAPHY

NORTHUMBERLAND COUNTY, PA

Conceptual Model of Stream Flow Processes for the Russian River Watershed. Chris Farrar

Estimating Stream Gradient Using NHD Stream Lines and DEM Data

FUTURE MEANDER BEND MIGRATION AND FLOODPLAIN DEVELOPMENT PATTERNS NEAR RIVER MILES 200 TO 191 OF THE SACRAMENTO RIVER PHASE III REPORT

RAILWAYS AND FISH: HOW TO PROTECT AND ENHANCE FISH HABITAT VALUES AT STREAM CROSSINGS THROUGH PROJECT DESIGN AND CONSTRUCTION

Lower Tuolumne River Accretion (La Grange to Modesto) Estimated daily flows ( ) for the Operations Model Don Pedro Project Relicensing

Summary of Hydraulic and Sediment-transport. Analysis of Residual Sediment: Alternatives for the San Clemente Dam Removal/Retrofit Project,

Appendix F Channel Grade Control Structures

LAKE SURVEY REPORT. Fisheries Management. DOW Number: Survey ID Date: 07/31/2017. Lake Identification. Lake Location. Legal Descriptions

Design and Construction

Geomorphology Studies

Transcription:

Appendix G Meso-Habitat Surveys DRAFT Annual Technical Report Draft March 2010

1.0 Introduction 1 2 3 4 5 6 1.0 Introduction The following appendix includes a report provided by the California Department of Fish and Game, Summary of Pilot Study for Reach 1A Meso-Habitat Monitoring during the fall Interim Flow Period for the San Joaquin Restoration Program. This report details monitoring methodology and results from monitoring surveys conducted during the fall Water Year 2010 Interim Flows period. Macrohabitat Surveys Draft Appendix G-1 March 2010

San Joaquin River Restoration Program 1 This page left blank intentionally.

Summary of Pilot Study for Reach 1A Meso Habitat Monitoring during the fall Interim Flow Period Eric Guzman, California Department of Fish and Game, San Joaquin River Restoration Fisheries Management Work Group Introduction. This report summarizes the San Joaquin River (SJR) Meso Habitat Monitoring Pilot Study related to the 2009 Interim Flow Period (IFP) for the San Joaquin River Restoration Program (SJRRP). The IFP started October 1, 2009 and ended November 20, 2009. See Table 1 for time periods of flow release magnitudes and volumes. Meso habitat monitoring consisted of mapping and characterizing SJR Habitat Units (HU) from Friant Dam to the end of Reach 1A (Highway 99). Meso habitat mapping began on October 1, 2009 and ended October 31, 2009. Recent aerial photographs were used to refine and expand GPS data points into map polygons in GIS depicting habitat units. The aerial photographs were estimated to be taken at 150 250 cfs (cubic feet per second) releases from Friant Dam (Appendix A: SJR Habitat Maps). This report summarizes the data collection methods, periods of data collection, San Joaquin River (SJR) conditions. The purpose of this habitat monitoring is to document the longitudinal distribution of HU in an effort to plan for other studies (microhabitat, holding, and spawning) HU are relatively homogenous areas and are coarse in scale. Data collected for this Pilot Study will be used to refine and inform design and data collection activities and will be used to determine sampling locations for subsequent microhabitat measurements. All data contained within this report and appendices are preliminary and subject to revision. Table 1: IFP Flow Release Magnitudes and Volumes Time window Riparian Release Interim Flow Release Total Friant Dam Release Oct 1 31, 2009 160 cfs 190 cfs 350 cfs Nov 1 10, 2009 130 cfs 570 cfs 700 cfs Nov 11 20, 2009 120 cfs 230 cfs 350 cfs Total Release Volume: 14,800 ac ft 27,500 ac ft 42,300 ac ft Methods. Crews of 2 6 individuals from the Department of Fish and Game floated the river in kayaks or waded in shallow habitats while taking measurements at each habitat unit. HU were identified utilizing a classification system based upon those developed by Flosi and Reynolds (1998) and P.A. Bisson, et al. (1982). A main HU was identified when its length was equal to or greater than the width of the river. A

side channel HU (sub habitat adjacent to the main channel HU) was identified when its length was equal to or greater than half the width of the river. If the area being sampled appeared to have some features that were not entirely consistent with the dominant HU but did not meet the above criteria (i.e. its channel length was less than the width), that area was lumped in with the dominant mid channel HU. Table 2 displays all of the potential habitat types that were considered likely to be present in the study area. Table 2: Potential Habitat Unit Types Within The SJR Restoration Area RIFFLE Low Gradient Riffle High Gradient Riffle (LGR) (HGR) CASCADE Cascade Bedrock Sheet (CAS) (BRS) FLATWATER Pocket Water Glide Run Step Run Edgewater (POW) (GLD) (RUN) (SRN) (EDW)* MAIN CHANNEL POOL Trench Pool Mid Channel Pool Channel Confluence Pool Step Pool (TRP) (MCP) (CCP) (STP) SCOUR POOL Corner Pool (CRP)* L. Scour Pool Log Enhanced (LSL)* L. Scour Pool Root Wad Enhanced (LSR)*

L. Scour Pool Bedrock Formed (LSBk) * L. Scour Pool Boulder Formed (LSBo)* Plunge Pool (PLP) BACKWATER POOLS Secondary Channel Pool Backwater Pool Boulder Formed Backwater Pool Root Wad Formed Backwater Pool Log Formed Dammed Pool (SCP)* (BPB)* (BPR)* (BPL)* (DPL) ADDITIONAL UNIT DESIGNATIONS Dry Culvert Not Surveyed Not Surveyed due to a marsh In Channel Mine Pit Captured Mine Pit (DRY) (CUL) (NS) (MAR) (ICMP) (CMP) * indicate side HU type Visual estimation of flow, depth, and substrate were criteria used to identify and delineate a HU. HU are discrete characterizations for relative estimations of continuous conditions and therefore difficult to quantify using qualitative criteria. It is common for smaller habitat patches to be present, especially in reaches with more complex channel features (riffle, run, pools complex), therefore, it was difficult to be objective and accurate when delineating HU boundary points. The complex transitional nature of channel features does not easily accommodate subjective decisions made by a group of surveyors. When a defined HU was encountered, average wetted width, length, mean depth, and HU type were recorded. The boundaries of each HU were recorded using a Garmin E Trex Global Positioning System (GPS) and a range finder. A range finder was used to measure wetted widths and shorter HU lengths (typically runs, riffles, and pools). GPS points were used to measure longer HU lengths (typically long glides and large mine pits). GPS points were recorded at three equidistant points (top, middle, and bottom) throughout the length of the HU when the length of the unit was shorter than 8 times the average wetted width of the river. When habitat units were longer than 8 times the average wetted width of the river, points were recorded at five equidistant points (top, top/middle, middle, middle/bottom, and bottom) throughout the length of the HU. To better capture the variation in widths, GPS points were taken at more locations (top/middle, middle, and middle/bottom) when bends were

located within a HU sampled. Depth was measured using several methods, but a meter stick was found to be more effective in shallower units and a SpeedTech SM 5 Depthmate Portable Sounder and Depth Meter was more effective in deeper water. Discharge was recorded based upon the CDEC station records closest to the survey point (i.e. upstream of Hwy 41 bridge sites recorded Mil station data). Polygons were created on aerial photographs taken in the summer of 2009 (Appendix A: SJR Habitat Maps). Width measurements were averaged and used to ground truth GIS polygon to obtain a more accurate measure of HU area. The starting and ending GPS points from the survey provided the upstream and down stream boundary. The polygon was connected by following the wetted edge of the river on either the left or right bank and connecting the upstream to the downstream boundary. The area from each HU was calculated from the GIS polygons. Reach 1A was divided into 18 sub reaches. Sub reach 1A.1 was the first ten HU encountered in Reach 1A, the next ten were 1A.2. This system continued through the entire Reach and ended at sub reach 1A.18. Each HU (including main and side channel) within each sub reach were identified and recorded. A photograph was also taken, looking downstream and is recorded on the data sheet as the corresponding photo number displayed on the camera and the camera ID. Side habitats (such as edgewater, backwater, etc.) were determined to be distinct HU, and were recorded as distinct features associated within the HU. Likewise, if a secondary channel HU had side channel habitat, then the side channel habitat would be recorded similarly. If the river was divided into two or more channels (braided channels), the dominant channel (the one with the highest discharge) was assigned the main HU number. Each secondary channel habitat was given a separate HU identifier (provided it met the minimum length criteria for side and main channel HU). Additionally, some secondary channels contained multiple HU before reconnecting with the main channel and were recorded as well. Mine pits that have the river flowing directly through them were classified as in channel mine pits and were included in the survey. Mine pits that have connectivity to the river but the main channel does not flow through them were classified as off channel mine pits and were not included in the survey. A GPS point was taken at the entrance point of off channel mine pits. Mine pits that may be adjacent to the SJR but do not have connectivity were not identified in this study. Results. Results from this SJR Meso Habitat Monitoring Pilot Study indicate that in Reach 1A [Friant Dam (RM 267) to Highway 99 Bridge (RM 243)] 378 distinct habitat units were encountered (see Table 3: Reach 1A Habitat Units). There were 21 different habitat types that include 179 main channel habitat units, 93 side habitat units, and 108 secondary channel habitat units (see Table 4: Habitat Units by Sub Reach). Pools were the most frequently encountered habitat type ( 27.8%), whereas glides consume most (54.0%) of the area of the river that was surveyed. A bar graph showing distribution of habitat types is provided in Figure 1.

Table 3: Reach 1A Habitat Units Type of Habitat Quantity % Encountered Total Area (sq m) % Total Area Total Length (m) % Total Length Pool 105 27.8% 222,434.8 12.2% 8,525.2 15.3% Run 80 21.2% 132,389.7 7.2% 8,112.1 14.6% Glide 73 19.3% 988,494.9 54.0% 28,674.3 51.6% Edgewater 50 13.2% 54,546.0 3.0% 3,558.9 6.4% Riffle 47 12.4% 37,140.0 2.0% 2,473.8 4.5% Mine Pit 15 4.0% 386,707.4 21.1% 3,746.8 6.7% Other 4 1.1% 5,211.3 0.3% 302.7 0.5% Cascade 3 0.8% 2,419.9 0.1% 127.4 0.2% Pocket Water 1 0.3% 342.9 0.02% 20.7 0.04% Total 378 1,829,687.0 55,541.9

Table 4: Habitat Units by Sub Reach Reach Number of Main Channel Habitat Units Number of Side Habitat Units Number of Secondary Channel Habitat Units Combined Total of Habitat Units 1A.1 10 4 7 21 1A.2 10 5 7 22 1A.3 10 8 2 20 1A.4 10 4 4 18 1A.5 10 10 24 44 1A.6 10 5 4 19 1A.7 10 7 8 25 1A.8 10 10 19 39 1A.9 10 8 3 21 1A.10 10 5 3 18 1A.11 10 5 7 22 1A.12 10 2 0 12 1A.13 10 3 11 24 1A.14 10 3 3 15 1A.15 10 3 3 16 1A.16 10 4 0 14 1A.17 10 4 3 17 1A.18 9 1 0 10 TOTAL 179 91 108 378

Figure 1: Distribution of Habitat Types Distribution of Habitat Types 60.0% 50.0% 40.0% 30.0% 20.0% 10.0% 0.0% Pocket Water Cascade Other Mine Pit Riffle Edgewater Glide Run Pool % Encountered % Toatal Area % Total Length Types of Habitat Literature Cited Bisson, P.A., J.L. Nielsen, R.A. Palmson, and L.E. Grove. 1982. A system of naming habitat types in small streams with examples of habitat utilization by salmonids during low stream flow. Symposium on acquisition and utilization of aquatic habitat inventory information. Western Division, American Fisheries Society. Bethesda, Maryland. Flosi, G., and F.L. Reynolds. 1998. California Salmonid Stream Habitat Restoration Manual. California Department of Fish and Game, Technical Report, Sacramento.