The Hoopa Tribe Fisheries Department has collected very useful data on lower mainstem Trinity River: fall chinook redd numbers by reach and angler catch of salmon and steelhead. The redd data were collected on five reaches of the mainstem Trinity River that extend from Hawkins Bar to Weitchpec. Creel census data are gathered from Willow Creek downstream to the Hoopa Square. Only data through 2001 were available for KRIS Version 3.0, and creel data for 1996 were not used because they covered a different area than 1997-2001 surveys. There were no redd surveys conducted in 1998.
Carcass and redd counts are conducted between mid-September and late-December. The length and sex of fish are noted as well as if the fish are of hatchery origin. Pre-spawn mortality is also measured. The CDFG Trinity River mainstem reach designations changed somewhat between the period of 1977-1995, when surveys were from Lewiston Dam downstream to the North Fork. In more recent years, surveys have covered areas further downstream (see 2000-2002 Reaches).
The California Department of Fish and Game has published annual reports for the Trinity River which are linked below:
Graham Matthews and Associates conducted the Mainstem Trinity River Spawning Gravel Quality Investigation (GMA, 2001) to: 1) establish baseline substrate composition and permeability conditions for long-term trend monitoring in the Trinity River and tributaries; 2) assess the relationship between substrate composition and permeability; (c) evaluate the longitudinal changes to gravel quality along the mainstem Trinity River to assess the influence of tributary derived sediments; and (d) estimate survival rate of eggs to fry emergence for chinook salmon along the mainstem Trinity River using several indices. The specific tools used were cross-sections, bulk samples, gravel permeability and Wolman pebble counts. Healthy salmonid spawning habitat will have fine sediment less than 14% fine sediment of 0.85 mm or less and less than 30% fine sediment of 6.4 mm or less (U.S. EPA, 1998). The 6.4 mm and smaller size class is sand sized material which is particular concern on the Trinity River where disturbance of areas with weak soil types has increased contributions of sand. See the Sediment KRIS Background page for more on sediment sampling.
The McBain and Trush (2003) Coarse Sediment Management Plan Lewiston Dam to Grass Valley Creek, Trinity River, CA provides monitoring data for the mainstem Trinity River and was prepared as a guideline for supplementing sediment-depleted reaches below Trinity and Lewiston Dams. The conceptual foundation for this plan is based on: 1) restoring fluvial geomorphic processes to the Trinity River below Lewiston Dam, by 2) restoring adequate coarse sediment storage to the channel in which the river can restore its ability to create and maintain high quality aquatic habitat, and then 3) maintaining coarse sediment storage by a combination of mechanical coarse sediment introduction, tributary sediment management, and high flow releases.
The coarse sediment management plan was developed in two phases. Phase I, identifies potential coarse sediment addition locations, volumes and size ranges of sediment to be introduced, describes potential placement methods, and presents a monitoring program to evaluate the evolution of introduced sediments. Phase II, which will be completed at a later date, will focus on the potential use of dredge mine tailings as a source of spawning gravel for future additions to the river. The technical sections of the Phase I report present: coarse sediment introduction, including site identification, placement methods, and placement recommendations, tributary delta management, and the coarse sediment management monitoring plan.
The Sediment Source Analysis for the Mainstem Trinity River, Trinity County, CA (Graham Matthews and Assoc., 2001) assessed landsliding, surface erosion, legacy erosion sources, fluvial erosion and, channel storage. The assessment relied on photo-based mapping and considerable field verification surveys. Detailed sample plots were used to estimate the occurrence of small-scale erosional features, as well as legacy roads. Detailed road inventories were used to establish erosion rates by geologic type, road position, and road surfacing. Estimates of fluvial erosion were based field inventories and applied on a stream order basis. Sources of sediment in the Trinity River basin include landsliding (deep-seated landslides, shallow-seated landslides or debris slides, and debris flows or torrents), surface erosion (hillslope erosion and road erosion), and fluvial erosion (gullying and streambank erosion).
The assimilated data were used to develop a sediment budget for the basin. The budget included input and output terms. Change in storage is not available for a sufficient portion of the watershed to have meaningful results. Inputs are from landsliding, road surface erosion, harvest area surface erosion, bank erosion, fluvial hillslope erosion (gullies), legacy roads and mining, and creep. Output values are based on measurements of sediment transport at the gauging stations near the confluence of each tributary with the mainstem.
A major constraint on implementation of this study involved access limitations, primarily involving lack of access to private lands, especially industrial timberlands. Information on these private lands was only developed by indirect methods involving aerial photo analysis and GIS analysis. Sediment source and budget data shown in KRIS charts of sediment supply and transport have some qualifications regarding use, which are stated in the final report, but can be viewed as a note.
McBain and Trush (2001) published the Estimation of 50-and 100-Year Tributary Accretion Floods Lewiston Dam to Treadwell Bridge, Trinity River, California. The study estimates the 50 and 100-year tributary flood magnitude at the four bridge sites between Lewiston Dam (RM 112) and Treadwell Bridge (RM 97.4) under the winter flood season (November-March) and the snowmelt runoff season (May-June). These flood magnitude estimates were made to help facilitate bridge design. The report evaluates multiple methods for estimating flood magnitudes and rates the results based on the expected accuracy of the flood magnitude prediction. The ranking is based on the quality of data, length of data, applicability of data, and applicability of analysis. Concurrent with this report, the Bureau of Reclamation is evaluating whether anticipated future Safety of Dam releases from Lewiston Dam are larger than 50 and 100-year tributary floods.
KRIS Version 3.0 contains restoration data on projects implemented between the years of 1984-2003 in the Trinity River basin. These data were collected for the Trinity River Basin Tributary Restoration Database by the Trinity River Restoration Program and Trinity County. This was done in part to provide a link between restoration projects in the tributaries and watersheds to the restoration objectives of the Trinity River Basin Fish and Management Act of 1984. For an overview of the Trinity River Restoration Program, see McBain and Trush (2002).
Data are from the following agencies and entities: Bureau of Land Management, Bureau of Reclamation, California Conservation Corps, California Department of Fish and Game, California Department of Water Resources, Five Counties Salmonid Conservation Program, Hoopa Tribal Forestry, North Coast Fisheries Restoration, Natural Resources Conservation Service-Weaverville, Trinity County Resource Conservation District, Trinity Fisheries Improvement Association, Trinity County, Trinity River Consulting, USDA Forest Service- Lower Trinity Ranger Dist., USDA Forest Service - Big Bar Ranger Dist., USDA Forest Service - Hayfork Ranger Dist., USDA Forest Service Six Rivers National Forest (Lower Trinity Ranger District (RD), Shasta-Trinity National Forest (Hayfork RD, Yolla Bolla RD, Weaverville RD), Willow Creek Community Services District and the Yurok Watershed Restoration Department.
There now hundreds of water temperature datasets for Trinity River basin locations in KRIS Version 3.0. Data come from the Shasta Trinity National Forest, Six Rivers National Forest, Trinity County Resource Conservation District, Weaverville Natural Resource Conservation Service and private companies. The region-wide temperature data assimilation by the Institute for Forest and Watershed Management (IFWM) at Humboldt State University, formerly known as the Forest Science Project, aided data acquisition for Version 3.0 greatly. IFWM published an access database of stream temperature monitoring data for the northern California coast (Lewis et al., 2000). The IFWM database includes 128 sites in the Trinity basin, with 15 in the Lower Trinity sub-basin, 42 in the Middle Trinity sub-basin, and 71 in the South Fork Trinity sub-basin. Descriptions of monitoring site locations for the Trinity Basin can be viewed as a table.
The U.S. Fish and Wildlife Service Arcata Field Office has deployed automated temperature sensors throughout the Klamath and Trinity River watersheds, including the a number of stations along the mainstem Trinity. U.S. Fish and Wildlife Service has published numerous reports which utilize the water temperature data they collect (Guillien, 2003; Zedonis, 2003). Water temperature references used in KRIS are based on Pacific Northwest wide literature on salmonids and temperature (Armor, 1990; McCullough, 1999; Sullivan et al., 2000; Welsh, 2001). See the KRIS Temperature Background page for more information.
Many photographs of the Trinity River Basin and restoration activities within KRIS have been provided by Russ Smith of the Bureau of Reclamation. Slides were transferred to CD and then processed in Photoshop for final preparation before entry into KRIS. Aerial photographs in KRIS were scanned from Bureau of Reclamation (BOR) and California Department of Water Resources (CDWR) 9" X 9" prints. Photo series are from June 8, 1961, January 17, 1974 and May 19, 1989 and are at a 1:6000 scale. The original 1974 and 1989 photographs belong to the BOR regional office at Shasta Dam, while the 1961 photos are at CDWR Red Bluff office.
LAT: 40 44 Elevation: 2050'
LONG: 122 56'
Observer: USFS
Station: Weaverville R.S.
Co:Trinity
Gauge Type: RRG & 8"
Detail:
State No: F4 9490
Other No's: 40440-22560
WB 9490
Obtained from: C.D.
LAT: 40 52 Elevation: 650'
LONG: 123 35'
Observer: O.F. Westerburg
Station: Weaverville RS
CO: Trinity
Gauge Type: SRG
Detail:
State No: F4 1731
Other No's: 40520-23350
Sec: 26
T: 6N
R: 5E
Obtained from: U.S.W.B. Climitological Data 12/15/52
LAT: 40 53' Elevation: 623'
LONG: 123 35' Observer:USFS
Station: Salyer RS
CO: Trinity
Gauge Type: SRG
Detail: South 0.1 mile from Sayler P.O.
State No: F4 7698
Other No's: 40530-23350
WB 7698
Sec: 14
T: 6N
R:5E
Obtained from:HB,CD
LAT: 41' 0 Elevation: 2295'
LONG: 122 41'
Observer: USFS
Station: Trinity Center RS
CO: Trinity
Gauge Type: RRG (8' off gnd)
Detail: 2 miles south PO State No: F4 9023
Other No's: 41000-22410
WB 7698
Sec: 5
T: 36N
R: 7E
Obtained from: C.D.
LAT: 40 45 Elevation: 1248'
LONG: 123 15'
Observer: U.S.F.S.
Station: Big Bar RS
CO: Trinity
Gauge Type: SRG
Detail:
State No: F4 0738
Other No's: 40450-23150
Sec: 5
T: 33N
R: 12W
Obtained from: U.S.W.B. Climitological Data
LAT: 40 23' Elevation: 2340'
LONG: 123 20'
Observer: Blanche Eslick 11/1/56
Station: Forest Glen
CO: Trinity
Gauge Type: SRG
Exposure Date: 5/1/30
Detail
State No: F4 3130
Other No's: 40230-23200
Sec: 22
T: 18
R: 8E
Obtained from: U.S.W.B. Climitological
LAT: 40 49' 30"
LONG: 123 30' 10"
Elevation: 2200'
Observer: J.F. Ambrose Box 6, Burnt Ranch Station: Burnt Ranch 3 NW
CO: Trinity
Gauge Type: SRG
Exposure Date: 9/5/58
Detail:
State No: F4 1212
Other No's:
Sec: 10
T: 5N
R: 6E
Obtained: From observer
LAT: 40 48.3'
LONG: 123 28.6'
Elevation: 359'
Observer: Office of Indian Affairs
Station: Hoopa
CO: Trinity
Gauge Type: RRG
Exposure Date: 2/6/1941
Detail: 0.5 miles ssw of Hoopa PO
State No: F4 4082
Other No's: 41030-23410
Sec: 25
T: 8N
R: 4E
Obtained: 1949-50, '50-'51, USWB Climitological Data
LAT: 41 11'
LONG: 123 43'
Elevation: 1700'
Observer: M.E. Lathrop & G.S. Garner
Station: Weitchpec 7 NNE
CO: Humboldt
Gauge Type: SRG
Exposure Date: 1/1/1910
Detail:
State No: F3 9505
Other No's: 41110-23430
Sec: 2
T: 10N
R: 4E
Obtained: USWB Climitological Data