I BIOLOGICAL INVESTIGATIONS OF THE FISHERY RESOURCES OF TRINITY RIVER, CALIF. Marine Bio!o2>oj»i 1 i i j, , L I 33 R. ^ i^ -V .0, I APR ?-"^-^'-: WOODS HOli:. !,- ::i. I 1 SPECIAL SCIENTIFIC REPORT: FISHERIES No. 12 UNITED STATES DEPARTMENT OF THE INTERIOR FISH AND WILDLIFE SERVICE Explanatory Note The series embodies results of investigations, usually of restricted scope, intended to aid or direct management or utilization practices and as guides for administrative or legislative action. It is issued in limited quantities for th« official use of Federal, State or cooperating agencies and in processed form for economy and to avoid delay in publication. Washington, D* C* February, 1950 United States Depar'bnent of the Interior Oscar L. Chapman, Secretary Fish and vaidlife Service Albert M. Day, Director Special Scientific Report - Fisheries No. 12 BIOLOGICAL INVESTIGATIONS OF THE FISHERY RESOURCES OF TRINITY RIVl-IR, CALIFORNIA By James li. Moffett and Stanford H. Smith Fishery Research Biologists CONIENTS Preface Page Introduction* ••••••••••*••...••..,••., j^ Physical characteristics of Trinity River •••• 5 Run-off and flow 5 River temperature* ••«••••••••••••••••• 9 Existing biological conditions* •••••••••• \o Non»game fishes. •••«•••••••••••.••••• \q Residjsnt game fishes ••••••••••••••••••. 19 Anadromous fishes* ••••••••*•••••••**•• 20 King salmon a******************** go Commercial and sports fisheries* •••*•••• 20 Characteristics of the seasonal runs ****** 21 Spawning and development **••••.•••.* 35 Seaward migration. ...•••• . 27 Sex ratios of adults 34 Silver salmon .............. ...... 40 Steelhead trout • 40 Pacific lamprey .• 45 Salmon spawning bed surveys .. ...... 49 Nest measurements. .. ........... 49 Methods qi Results of surveys • .............. 51 Effects of water development plans on the Trinity River fishery and suggested means for fish protection. • . • 56 General principles of operation. ••• •••• 57 Maintenance plans for Lewis ton Deua ••••....••.• 57 Development of additional spawning grounds in the main stream. .••.•••••••.. 57 Improvement of tributary streams. •*•• gg Artificial propagation ** 69 Maintenance plans for Browns Creek dam •• 69 Steelhead maintenance. .•••.•••••••...•.. 70 ILLUSTRATIONS FIGURE page 1. Chart of Trinity River Watershed 3 2. Average monthly flow of Trinity River at Lewis ton during water years 1928-1942 7 3* Average monthly discharge of Trinity River at three points in the drainage. Water years 1932-1939 8 4* Trinity River water temperatures recorded at Lewiston during the period; November 1942 through July 1946 11 5« Numbers of adult king salmon passing through the Lewiston weir in 1942, 1944, 1946 and 1946, Trinity River 24 6* Seaward migration of young king salmon in Ti*inity River at Lewiston. ••.•.•••• 29 ?• Length-frequency distribution of male and female king salmon from two different sections of Trinity River. • 37 8, Downstream migration of steelhead trout in Trinity River at Lewiston* ••••••••••• •• 41 9, Average lengths of steelhead trout young taken in fyke nets from Trinity River at Lewiston, arranged according to brood years and time of capture* * * * * 44 10* Number of salmon nests in Trinity River between Lewiston and North Fork as determined at two different river flows* •*• •••••••** 5S 11* Number of salmon nests in Trinity River between Lewiston and North Fork, as related to a constant change in availability of gravel at various river flows* . • * • 55 12* Recommended fixed flow schedule for Trinity River at Lewiston and its relation to the life history phenomena of king salmon in that stream* ••**•••••*•* 59 13* The effect of a fixed flow schedule for fish at Lewiston on the discharge of TJrinity River at various points downstream* •••.•••••••****••*••• 61 INTRODUCTION Demands for additional water supplies for irrigation and pro- duction of hydroelectric power in the Central Valley and adjacent areas in California, focused attention on the upper Trinity River drainage as a possible source of supply. Plans to divert Trinity River water into Sacramento Valley from that area were formulated and published in 1931 as a part of the California State Water Plan. These plans were further studied and refined by the tJ. S. Bureau of Reclamation and U. S. Army Corps of Engineers and by 1941, their realization seemed certain. It was also apparent that diversion of Trinity River water would seriously affect the fishery resources that are dependent upon the upper river^ particularly king salmon and steelhead trout. In order to determine the magnitude and biological characteristics of these resources and to design management plane and procedures for their protection, the U. S. Fish and Wildlife Service conducted a comprehensive survey and study of the entire problem. Major features of the study involved determination of: (1) the size and composition of fish population, (2) the character- istics of the seaward migration of young salmon and steelhead trout, (3) the extent and utilization of spawning gravels, (4) the physical characteristics of the drainage, (5) existing biological conditions, and (6) possible means of controlling the fishery and its environmental factors* Work was first started in the fall of 1942 when a temporary fish counting weir was constructed on the Trinity River a few hundred yards below the river bridge at Lewis ton (see map) and approximately 105 miles upstream from the river's mouth. Studies of some of the biological and physical conditions of the streem were also started during November of 1942. The temporary fish counting weir was replaced with a removable structure in late 1943. Because of wartime impediments, uninterrupted studies of the Trinity River fishery covered a period of only two years* As a result, it is impossible to make positive and final conclusions* This report, therefore, is an interim report with most findings and con- clusions subject to possible revision pending further investigational findings. Trinity River, largest of the Klamath River tributaries, rises in the Scott Mountains at the northern end of Trinity County, California* It courses south and west through Trinity County, then north to its con- fluence with the Klamath River in Humboldt County. The less canyonous portions of the river bed abound with broad gravel riffles and provide excellent spawning grounds for king salmon. Numerous small tributaries and the upper part of the main stream furnish adequate spawning ground for large numbers of anadromous and resident trout* Like many of the rivers in the northern California, its run-off pattern consists of extremes in flood and in drought. During STimmer, its flow is extremely low. In winter and spring, it rages destructively when in flood and discharges much of its annual run-off. The Trinity and its parent stream, the Klamath, have been fish- ing grounds for Indian tribes for ages. Well established trade routes from the interior to the sea passed through or terminated in the Klamath and Trinity country where a lively oooimeroe in shells and dried fish existed* Thousands of king salmon, silver salmon, and steelhead trout were oaught by the Indians living in Klamath and Hoopa territory (Hewes, 1942), These Indians were highly skilled in fishing. They oonstinicted fish weirs of logs, poles, and brush across the rivers and speared or netted the upstream migrant salmon, trout, and even lampreys, "niese weirs remained in the streams as virtually impassable barriers \intil the first rains of autxmm replenished river flow sufficiently to wash them away* Year after year the weirs were installed according to strict ritual and procedures (Snyder, 1924). In modern times, most of the fish weirs have disappeared. One is usually built each svmaer at Hoopa on the lower Trinity River and below it the Indians seine, spear, or operate gill nets. Salmon and steelhead are dried, smoked, canned in the Reservation ce.nnery, or used fresh. The Indiana practice conservation of a sorti part of the migrating salmon are allowed to pass the weir through gates installed for that purpose. Trinity River has long been famous as a gold-bearing stream. In early times, some rather large communities occupied its banks and most of the presently existing towns are remnants of these settlements which degenerated following exhaustion of the major placer and hard-rock gold deposits. Extensive gravel deposits above North Fork have been dredged for gold. Great spoil piles of barren gravel constitute the immediate stream bank for mile upon monotonous mile. TUm original character of the stream and its adjacent flats has been seriously altered. Some isolated dredge operations still go on in the drainage and, at times, the stream bears great quantities of silt in much the SEune manner as it did for 75 years or more following the discovery of gold. 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The spring run-off peak at Burnt Ranch occurs a month earlier than the peak at Lewiston (Figure 3) • Inflow from many small tributaries which drain an area with little snow accumulation contributes most of the earlier run-off at that point. River flow at Hoopa, including the inflow from New River and the extensive South Fork drainage, reaches a spring run-off peak in March, two months earlier than the peak at Lewiston* River Temperatures River temperatures at Lewiston were recorded daily from November 1942 through July 1946 (Tables 2-5 and Figure 4). Temperatures were taken with a hand thermometer three times each day, at 8 a.m., 12 noon, and at 5 p.m., until January 1946. Following that date, continuous temperatures were recorded by a thermograph. During most of the year, the river reached its maximum temperature at about 5 p.m., and its minimum at 8 a.m.; consequently, temperatures taken by hend thermometer at these hours closely approximate the extremes. Average daily tem- peratures after January 1945 were computed from thermograph records by tftking the mean of temperature readings at two-hour intervals during a 24-hour period. Trinity River is warmest during July and August when spring and summer salmon are holding over in the main river. The maximum water temperatures and dates of occurrence for years of record are as follows : 78*^., on August 13, 1943; 81**F., on July 24 and 27, 1944; and 83°F,, on July 27, 1945» Temperature records were not complete enough in 1946 to show the highest temperature with certainty, but a high of 80. 5*^., was reached on July 22, 1946. The maximum temperature recorded for 1943 may not be the true peak temperature for that year, as it was taken from partial records made during August and September. A temperature of 80*'F., or higher was recorded on 9 days during the sionmer of 1944 and 27 days during the svomner of 1945. As a result of experience gained at Deer Creek Station on Sacramento River, California (Moffett, 1949), 80**F., is considered lethal or near lethal for king salmon. The same species is able to survive when surface temperatures are ahove 80°F., in Trinity River by remaining in the cooler waters of deep holes along the river. In August 1944, water at depths over 8 feet in one of these large holes was 7t'., cooler than surface water* The daily temperature range is of interest when considering the effect of majcima as lethal agents. To illustrate this range In Tt-inity River during summer, the hourly record for July 27, 1945, is presented* 2tOO Midnight 74.0 9:00 A. M. 71.5 5:00 P. M. 83.0 1:00 A. M. 73.5 10:00 A. M. 73.6 6:00 P. M. 82.5 2:00 Jl. H. 72.6 lliOO A. M. 75.0 7:00 P. M. 81.6 3:00 A. M. 72,0 12 :00 Noon 77.0 8:00 P. M. 80.0 4,00 A. M. 71.5 1:00 P. M. 79.0 9:00 P, M. 79.0 5:00 A. M. 71.0 2:00 P. M. 81,0 10:00 P. M. 77.5 6i00 A. M. 70.6 3:00 P. M. 82,5 11:00 P. M. 76.5 7:00 A. M. 70.0 4r00 P. M. 83.0 12:00 Mid- 8:00 A. M. 70,5 night 75.0 During 7 hours of the day, water temperatures were ahove 80°?., while during 11 hours, temperatures were below 75*'F, Between 9 a.m. and 4 p.m., the river temperature rose 11.5 degrees, and between 6 p.m. and midnight it fell 7.5 degrees. On July 4, 1945, a recording thermcaneter was installed at Junction City, some 28 miles down river from Lewiston, to determine the warming effect of hot summer weather on the river between these two points. The maximxan., minimum, and average daily water temperatures recorded at this station are given in Tables 6 and 7, A maximvua temperature of 85*'F„was recorded at that station on July 27, 1945, the same day the peak temperature of 83°F.»was recorded at Lewiston. The hottest days of the summer were July 26 and 27, when a maximum air temperature of 108OF., was recorded at Lewiston on both days. The river temperature reached or exceeded SO*'?., on 32 days in the suraner months at Jvinction City. During July and August, maximum water temperatures at Junction City were one or two degrees higher than Lewiston water temperatures for the oorresponding day. Temperature records at Junction City during 1946 were too incomplete for analysis. EXISTIHG BIOLOGICAL CONDITIOSS Non-game Fishes The Klamath black dace, Rhiniohtys os cuius klamathensis (Everaann and Meek), and the fine-scaled Klamath River sucker, Catostomue rimi cuius Gilbert and Snyder, are the only coarse fish taken during this study which are known to spend their entire life cycle in the Trinity River. Both of these species occur cOTimonly throughout the drainage. The Klamath black ciice is the most numerous and ubiquitous species found in the Trinity River. It inhabits all stream sections except the headwaters of some tributaries. The d&ce is a small fish in the Trinity; the largest individuals seldom exceed a fork-tail length of 3.1 inches (80 millimeters). During the summer low-water period, Klamath black dace are seen in very large numbers in pools along the river. They are almost 10 1^-' mr :,gj :; TTT T^ xiaHN3aHvj ff93»oao HI aBOJ-VaSdwai 11 TXBLE NO. 2 DAILY RIVER TEMPEEATUEB , TRIHITY RIVER AT LBWISTON 1 9 U 2 ^ • 9 1+ 3 gam ov. 5pm Dec. Jan. Feb. Mar, Apr. gam 5pn' May gam 5pm Au^. geun 5pin gam apt. 5pm Day gam 5piii gam 5pm gam 5pjn gam 5pm 1 1+1+ 1+1 1+1 39 1+0 1+2 1+3 1+5 U9 l+g 53 64 74 2 53 53 1+3 1+1+ Ul 1+1 1+0 1+2 1+3 1+1+ 1+7 1+9 1+9 52 64 7i* 3 53 53 1+2 1+3 1+1 1+1 1+2 1+3 1+1+ 1+5 1+7 51 50 52 64 74 k 53 52 1+1 1+1 1+1 1+1 1+2 1+2 1+5 1+6 l+g 51 ^s 51+ 68 ]l 65 75 5 52 52 36 Ui 1+1 1+2 1+2 1+2 1+5 1+7 1+5 1+5 52 6g 65 75 6 ^7 50 36 38 1+1 Ul 1+2 1+2 1+5 1+5 l+U 1+5 1+9 52 66 74 65 75 7 ^9 53 37 39 39 l+O 1+2 1+3 1+5 1+5 1+3 1+5 1+9 52 66 74 65 g 51 38 39 39 1+1 39 1+0 1+3 1+1 1+1+ 1+5 kh 1+6 1+9 53 66 76 65 9 ^9 50 38 39 40 1+1 1+5 1+5 1+5 1+6 1+9 53 65 76 66 10 ^7 1+9 1+1 1+2 38 39 1+5 45 1+7 l+g § 53 66 77 66 11 kh 1+5 1+1 1+2 37 38 1+1 1+1 1+5 1+6 1+7 50 52 67 77 6? 12 kk 1+3 Ul 1+2 37 39 1+1 1+1 1+5 1+5 l+g 51 1+9 52 67 77 65 13 ^5 1+5 i+i i+g 38 38 1+1 1+2 1+6 1+6 l+g 52 1+9 51 67 78 65 iif ^1 l+g 1+1 1+3 37 38 1+0 1+2 1+1+ 1+5 l+g 52 1+9 50 6g 77 65 15 hi ks 1+1 1+2 37 38 1+0 1+1 1+1 1+1+ l+g 50 67 77 64 16 he m 1+1 1+2 37 37 ko 1+3 1+1 1+3 1+9 51 65 75 17 Uo kl 1+1 1+2 37 37 1+2 1+1+ 1+3 1+5 l+g 51 65 75 ig ^3 1+1+ 1+1 1+1 36 37 1+2 1+1+ 1+3 1+5 l+g 50 65 7^ 19 ^3 1+1+ UO 1+2 37 37 1+3 1+1+ 1+3 1+5 1+7 50 64 7.^ 20 1+3 1+1+ 1+1 1+2 35 31+ 1+2 1+3 1+2 1+5 1+6 1+6 64 71+ 21 U1+ 1+1+ 1+1 1+1 31+ 36 1+3 1+3 1+2 1+1+ 1+6 U7 65 72 22 ^5 1+6 1+0 39 38 38 1+3 1+5 1+1+ 1+5 1+3 1+1+ S 1+g 1+6 1+9 1+7 Ms 62 73 ^ 1+6 1+6 38 37 1+0 41 37 39 38 39 ks 50 1+6 1+9 'i 73 ? 25 he 1+5 1+2 1+2 S g Uo 1+3 1+7 50 l+g 51 1+7 1+9 64 26 h5 1+5 38 39 1+1 1+1+ l+g 50 1+5 49 64 71+ 27 h5 1+5 39 39 1+1 1+1 1+1+ 1+5 1+6 1+6 64 2g h5 1+6 39 1+0 1+0 1+0 1+2 1+3 1+5 i+g i4+ 1+5 1+5 1+8 64 ]l 29 1+6 1+7 1+0 39 1+6 50 64 30 1+7 1+0 1+0 39 39 1+2 1+2 l+g 1+9 62 2L_ 1+0 1+0 39 39 1+3 1+7 6? 71+ Av. 46.6 1+0.0 38.5 1+1.2 l+l+.l 1+6.7 U9. 2 65. 2 6l+. 9 , 1+7.: L 1+1. i 3 38.9 1+2.6 1+5. < S l+g.! ? 52. 2 7I+.J ? 71^.5 12 8 O W EH a EH E-i « ft! 3 0> .s > o •p o o +> (D CO ft U5 e ft U5 bO ft in 3 •-3 I (4 ft to a! 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There seems to be no gregarious tendency during this active period. Observations of feeding activity indicate that dace are omnivorous* Most feeding takes place on the algal-covered bottom, but drifting food particles and floating insects are also taken. In winter months, dace are seldom seen in the open, although their appearance in fyke-net catches during this period indicates some nocturnal activity. The Klamath black dace of Trinity River have been extensively re- ported on by Jhingran (1948)* Much of the dace material collected during this investigation was placed at his disposal and is incorporated in his study. Pine-scaled Klamath River suckers are as widely distributed in the river as are the dace, but they are much less abundant. They are most oonmoBly found in deeper holes along the river and in tributaries with moderate gradients. It is common to see large schools feeding along the bottom of pool areas any time of the year. This fish apparently has little value in the Trinity River as a forage fish for large trout. Tbidoubtedly, Juveniles enter the diet of native trout and steelhead, but most small suckers are found in tributary streams where large trout do not occur. Resident Game Fishes The Trinity River investigation has revealed the presence of three resident Salmonidae: rainbow trout, Salmo gairdnerii (Richardson); brown trout, Salmo trutta (Linnsieus) i and eastern brook trout. Salve linus fonti nails (l(itohill)i named in order of abundance. Rainbow trout, the only native species, are distributed in fairly large numbers throughout the drainage, except in the upper extremities of some tributaries. This species contributes the major portion of all game fish taken by sportsmen. The California Division of Fish and Game reports that approximately 7,750 anglers took an estimated 389,900 trout from the Trinity River in 1941. No observations have been made of rainbow trout spawning activities, but ripe males have been taken during the steelhead spawning period (February - April) in Ruoh Creek, a tributary, and it may be assvsaed that they spawn during that period. Brown trout ere also generally distrtbuted but are fewer in number flmd more conspicuously absent from the upper extremities of the river and its tributaries than are the rainbow. There are known to be definite spawning migrations of adult brown trout in the Trinity. From 19 Jtme 29 through August 2, 1945, 39 brown trout passed through the gates of the Lewiston fish-counting weir* Six specimens taken for study had an averege weight of 5.7 pounds and an average length of 23.4 inches. Their sex products were further developed than those of steelhead, but less than salmon taken at the same time* Less conspicuous but larger migrations occur during November and December* Although these fish have not been observed spawning in the Trinity River during this study, local residents report having seen them spawning in the upper main stream amd its tributaries from late December until early February* Several young brown trout were usually taken in the fyke nets at Lewiston dvu-ing the week following the first fall rain. A few young, near or in their second year, were taken through the remainder of the winter months. Fry of this species, that had recently left the giravel, were taken by fyke nets on very rare occasions in March and April* It is possible that the brown trout of Trinity River migrate to the sea as do representatives of the same species in Europe, although no direct evidence is yet available to demonstrate such movement* Scales from the specimens taken at Lewiston were so resorbed that positive age and growth determinations could not be made* Rather limited populations of eastern brook trout occur in the colder waters of the upper extremities of the Trinity River and its tributaries. They are caught in fair numbers by sportsmen who frequent the higher, primitive areas* These fish do not attain a verj' large size in the drainage, but their gaminess and limited distribution make them highly desirable to many sportsmen. Anadromous Fishes Four anadromous or sea-run fishes have been recognised in the Trinity River during the course of this investigation* These are the three-toothed lamprey, Entosphenus tridentatus (Gairdner)j the king salmon, Onoorhynohus ts ohawy ts oha (Walbaum) ; the silver salmon, Onoorhynohus kisutch (Walbaum) } and the steelhead trout, Salmo gairdnerii (Richardson) * King salmon Comneroial and sports fisheries King salmon have long been sought by Indians, comnercial fisher- men, and sportsmen as one of the most abundant aild desirable of the Pacific salmons* The part played by the Trinity River in supplying the salmon fishery of California is not definitely known, but some 20 idea of its contribution oan be deduced from discussion of catch statistics. An average annual catch of 2,286,588 pounds of salmon has been taken commercially from waters of Humboldt and Del Norte Counties over a period of 28 years (Table 8), These counties lie north and south of the mouth of the Klamath River, and catches there certainly include a major portion of the contribution of the Klamath River. Salmon originating from other drainages appearing in these oatohes are assumed to be compensated for by Klamath River salmon taken north and south of these two counties. "Brinity River con- stitutes approximately one-third of the total Klamath drainage accessible to spawning salmon, and its contribution to the com- mercial fishery supported by the Klamath drainage is assumed to b« proportional to its part of the drainage area involved. Based on these assumptions, the annual catch of salmon from Trinity River would approximate 762,200 pounds. An Important sports fishery materially increases the value of the salmon production. It is difficult to even approximate the value of these fish to the sportsmen. Businesses and people benefiting from sport fishing are so greatly varied and widely distributed that a summation of values is impossible. The Calif oniia Division of Fish and Game estimates that 1,385 anglers took 11,496 salmon from the Trinity River in 1941. Based on an average weight of 11 pounds per salmon, this catch amounted to 126,456 pounds* The total production of the salmon fishery resource of the Trinity River is probably 890,000 pounds per year. Characteristios of the seasonal rims King salmon enter the Klamath River from the ocean in two well- defined runs, one in spring and another in fall. The spring run, once the largest run entering the river, begins in late March, reaches a peak in May, and diminishes to the vanishing point by the end of June. At present, this run is very small, but Snyder (1931) cites a paper by R. D. Hume (undated) as authority for the assertion that in 1850 and even later the spring run was the most abundant. It was practically extinct in 1892, and no evidence of recovery was evident when Hume wrote his article which certainly appeared before the turn of the cen- tury. The STsmner run usually begins to enter Klamath estuary about the first of July. It increases gradually throughout that month, reaches a peak in August, declines steadily through September, and practically disappears by the beginning of winter. There appears to be little or no segregation of this latter run into summer and fall seginents. Adult king salmon migrate pest Lewiston enroute to their spawning grounds in what appear to be three seasonal groups t one in spring, one in summer, and one in fall. Each of these groups, excepting possibly the spring run, is distinct emd divisions between them are 21 TA.BLE NO. 8 COMMERCIAL SAUiON CATCH* DEL NORTE AND HIMBOLDT COUNnES Year Total Average Weight of catch In poxinds 1916 1,980,953 1917 1, 521, 378 1918 1,234,653 1919 1, 458, 162 1920 1,307,568 1921 1,212,879 1922 2,006,822 1923 1,990,2 35 1924 2,193,688 1925 3,795,062 1926 2,825,650 1927 1,856,451 1928 1,211,600 1929 1,520,624 1930 2,387,507 1931 3,813,300 1932 3,047,400 1933 3,340,678 1934 2,769,304 1935 3,499,610 1936 2,347,116 1937 3,375,560 1938 1,438,2 30 1939 1,675,116 1940 3,369,492 1941 2,413,368 1942 2,255,862 1943 2,176,182 64,024,450 2,286,588 ■i^i'ro* California Division of Fish and Game published commercial catch records* 22 well defined (Figure 5 and !P5ible 9). The spring migration passes Lewiston during June and July, the 8\anmer migration during August and September, and the fall migration during October and November* Counts of migrating adult salmon began early enough to include spring-run fish in 2 of the 2 l/2 years of observations* June and July ooiints in 1945 totaled 25 fish* The total count for the same months, plus the first 10 days in August, amounted to 274 salmon in 1946* Ttie ran in 1946 was large enough to demonstrate trends and limits* It began on June 28, increased rapidly to a peak on July 4, tapei-ed off very gradually through July, and practically ceased by the 5th of August* The spring-run segnent nearly failed in 1945* The weir at Lewiston began operations June 6, but the first salmon to pass it did not arrive until June 22* In the period June 28 through July 16, all but two of the 25 fish passed the weir No other fish were counted until August 2* Spring-rxin salmon are very delibeirate in their migratory habits* They travel fast and do not hesitate to fight any obstacle encountered* Their greatest movement through the counting weir took place during the two hours following sunset, although some migration continued day and night. They are in excellent condition, as is shown by their visceral fat, silvery bodies, and very red flesh. In s oirtoiooioou? cv) rt vo in o W r-l CM U5 rH CM •* CM to rH lO CO to CM CM CM O o> <4* CM 0> (D rH r-l CM to CM CO U) CO iH l-J rH rH CM to rH iH «# rH O to rH ««» ^ * t* U> rH rH CM '*' rH CO tC OO CI O << to 00 CM CM lO r-\ O U) CM i-t CM rH i I I I I I rH.«l rH <0 rH <£) rH «0 r- e~ SO CO 5 •H 4J (0 S5 Ei^ rHCMtOtOt~tOt<-«0 CM CM t- rH CJ> to 0(OOU3 (ArHtOtO fH a> rH rH rH rH •<< u) to CO a< 3 O u bO X 4> bo 0 ^ looujomoujotooiooin iO'<<'<a> iiiiliitiilii (H(Or-l CM e- CM CM CM CM (0 •H In (0 ■p at 0> t» 1-1 rH CM M *l> CO 0> t>- CM CM O I O I m CM to m 00 O CM t~ to CM CO Oi CO •o X tiflO •H to «> «> tr* to c -p © •H • J3 g 6 00 o e o u •P ID 3 (i> -p bO -p e a 30 3 § c o E-i a o ■p (0 •H I ■P •H •S B g r-l O! 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Feb. Man Apr. May Jun. Jul. Aug. S*p. Ocl. Nov. Dec. Figure 8 . Downstream migration of steelhead trout in Trinity River at Lewi 8 ton. 41 IbJiLE NO. 11+ STKKT.KRAJ) TEOUT FYKE NET CATCHES - TfilHITY RIVER AT LEVISTON I9I13 19^4 Total length(mm.) JFM A MJJASONDJrMA MJJASOND 21- 25 26- 30 9 56 i 31- 35 U lU 1 1 ^ 6- i+o 1- U5 2 1 111 512 U6- 50 4331 222 1 32 51-35 35521 3 10 3 11 12 1 1+ I 56-60 5 4 10 10 6 12 831+ 12 13 61- 65 6 S 21 21 16 1 1 10 5 17 1 1 66- 70 ^ 10 Ui 58 Uo 13 6 11 ii 1 1 1 11 9 56 k Ik 1 2 5 1 1 1 5 2 2 2 1 10 3 11 1 2 8 3 ^ 1 2 1 10 5 17 1 13 6 11 h 1 1 8 5 19 3 2 8 3 17 2 3 7 1 10 2 U 1 2 1 1 5 6 U 3 2 1+ 1 1 1 1 1 2 2 1 1 1 1 2 3 1 71- 75 4 22 38 7I+ 72 1 1 8 5 19 3 11 76- SO 7 10 38 71 78 2 8 3 17 2 1 81- 25 2 3 19 38 hS 86- 90 1 2 8 2l| 28 91- 95 1 8 12 18 96-100 1197 101-105 1 4 1 106-110 12 1 2 111-115 1 116-120 1 121-125 1 5 126-130 51 1 131-135 ^ 136-lUO 1 2 1^11-11+5 15 1 1U6-150 3 1 151-155 2 1 Over 155 1 k- _JL 1 Totals 39 70 r^ ^2k 317 0 3 Uo 0 0 h 3 13 85 kz 102 29 90 13 5 0 1 8 15 Net nights fished 22 22 22 a 13 0 2 4U 0 0 9 27 25 58 60 5^ 32 58 6o 62 60 33 ik 30 Pish/30 net nights 53 95 265 U63 732 0 U5 27 0 0 13 3 16 ^ 21 57 27 47 7 2 0 1 17 15 ■ ■»'"'' I . ■ - 1 I 1 I I II III I'll I » II 42 TABLE 110. Ik (Concluded) STEBIflaAD TKCXrr FYEB NBT G&ICHES - TEIKITY BITER AT LEVISTOK Total . 1 9 U 5 1 9 k S lengthdan.) JfMAMJJASONDJJMAM J T^A 21-25 1 12 5 1 26- 30 5 12 2 208 U34 U2 31- 35 10 Ik 3^ 98 ^8 36-40 119 23 ^11 73^1 Ui- 1^5 1 7 12 11 1 1 1 3 20 1+6-50 51 9 13 11 U 1 1 2 17 51- 55 2 11 2521 k 56-60 83 12111 1 61- 65 1 9 1 1 1 1 ;5 66-70 3531112 2 h 71-75 1331 1 161 76-20 21 11 111 81- 85 1 1 1 11 86- 90 1 91- 95 13 96-100 2 101-105 106-110 2 111-115 2 116-120 11 1 121-125 2 1 126-130 1 131-135 I36-II+O 141-11+5 1 IU6-I5O 151-155 1 Over 155 Total 8 50 13 2 10 50 70 U2 0 8 9 h 0 1 1 20 2U6 5^9 I60 2 Net nights fished 1+1 5I+ 62 39 37 29 30 28 3 13 25 31 12 21 31 30 30 29 31 9 Fish/30 net nights 6 28 6 2 8 52 70 U5 0 18 11 k 0 1 1 20 2U6 5^8 155 7 43 S cs o o c> $ <^i ^o ^ «V< 5» s ^ ^ 00 » />r >r^ <•« y/ X/ n' i*f 7» O o •r x/ - "^ J? S • / 1 I I — I — rn—i — r-r~i — \ — r—r— i — i — i i i i i i r i ^ ^ T — I — I — I — I — r '2 p?5 Jl- V •H cm 'N X u a >*. — Eh O ^ "^ ^^ 6 «M o o ^1 J^ Of +> -p ^Q. v^ "o^ a IB •H >> > ^ o rV ^ m -p ^ « fH 5; kj ■P V Ol bO , ^ ^ fi fe > R{ ^ 5j ::> •<^ • N ^ a> en © w ; t> -o 3 fcp ■^ ^ 'O'^ •H s^ =J ^ ^^ i?f X 5t 3 «v. £Si Qq - 0 - 0 0 0 — 0 — 0 6 - 17 1 0 0 0 0 - 2 - 0 7 - 22 0 0 0 0 0 ~ 0 . 0 8 — lU 0 0 0 0 1 — 0 — 1 9 _ 11 0 0 0 0 0 - 0 — 0 10 - 0 1 0 0 0 ~ 0 — 0 11 - 17 0 6 0 0 1 - 0 -. 1 12 — 19 0 2 1 0 0 - 0 - h 11 > 9 0 U 0 1 0 - 0 - 1 - 9 0 0 0 0 11 - 0 - 0 15 - k 0 2 0 0 23 - 0 - 1 16 _ 7 0 1+ 0 0 1 - 0 - 0 17 - 0 0 1 0 0 u - 0 — 1 18 - 0 0 0 0 0 2 - 0 - 0 19 - 9 0 3 0 0 1 - 0 - 3 20 — 2 0 3 0 0 0 0 0 0 0 21 «• 0 0 3 0 0 0 0 0 0 0 22 •. 0 0 0 0 0 12 0 1 0 1 11 - 3 0 0 0 0 5 0 0 0 0 - 0 0 0 0 0 17 0 0 0 1 25 - 0 0 0 0 0 9 2 0 0 k 26 - 3 0 0 0 0 2 1 0 0 0 27 - 0 0 1 0 0 1 0 0 0 0 28 - 0 0 1 0 0 6 0 0 0 0 29 - 0 0 0 0 0 73 0 0 0 0 30 - 0 0 6 0 0 0 0 3 0 31 - - 0 - 0 - - - 0 - 0 Totals ^56 191+ 1 37 h 1 170 3 k 3 18 Annual tota .Is 1+56 195 212 7 21 47 Tli« spent steelhead passing Lewlston during June and July in their seaward migration are generally in very poor condition* Host individuals are badly spotted with fungus growth and heavily infested with nematode parasites* Many badly fungused individuals died and drifted downstream against the Lewiston weir* Approximately 80 percent of these dead steelhead were males, which indicates that they suffer the highest mortality in spawning* A few of the spent steelhead enter the sports fishery during May, the first month of the fishing season* Most of these fish are taken in the Trinity Center area near the upper end of the drainage where the flow is generally low enough to permit fishing in the main river during the first part of the season* Pacific Lamprey Least Important of the anadromous fishes of the Trinity River as a commercial or game species is the Paoifio or three ^toothed lamprey* Hoopa Indians trap the lampreys for. food (Snyder, 1924, p. 164), but otherwise they have no apparent economic importance* The adult lampreys migrate up the Trinity River In small numbers throughout the sunnier* Ocoasional migrations took place during July, August, and September in 1944 and 1945* Migrations occurred at night and were infrequent, lasting only one or two nights with Intervals of several weeks between movements* Lamprey migrants were not ntxmerous emd seldom could more than one be seen at a time* The upstream movement seemed to be very deliberate, and there appeared to be no tendency to pause, veer off, or delay as the migrants passed between picket openings of the Lewiston weir and through the illuminated section of water above the weir* Larger upstream migrations undoubtedly take place during the winter months* Spawning lampreys are seen In the tributaries of the Trinity River during April and May* Lampreys presumably spawn in the main river during these months, but their activity is obscured by rolled waters of the spring run-off* Some lampreys are observed in nesting areas of the main river during June, and receding water during the same month exposes many other nests completed earlier* Lamprey nests are located in gravel along the river bottom where the current is not excessively swift* In tributaries, nests are most frequently located in gravel above riffles or in riffle areas with moderate current* Following spawning, the lampreys drift downstream and die* Many spent lampreys were taken dtiring May and Jtine in fyke nets used to capture seaward migrant salmon. In June and July of 1945 and 1946, dead lampreys lodged against the pickets of the Lewiston weir eoid other live individuals were observed feebly working their way tiirough the pickets* 48 After hatching, the young lampreys remain in a larval stage for a period of about four years. Larval lampreys can be found buried in sandy areas along the Trinity River at all times of the year. The downstream migration of lamprey ammocoetes starts during the first fall after hatching, at which time the smallest individuals are only 16 to 20 mm. (0.63 - 0.79 inch) long. These lampreys of the first age group are too small to be retained by the l/4-inoh mesh fyke nets used to sample downstream migrants of this and other species. Therefore, the downstream migration of the first age group oould only be detected by successive poisonings of ponds along the river's edge that were overflowed during fall floods and then isolated by receding waters. These ponds were poisoned with rotenone preceding flood periods to be certain that they were devoid of all fish life. Following high-water periods and isolation from the river, they were again posioned to obtain fish that had migrated during the flood. In poisoned ponds lampreys would emerge fron the sand, swim aroung in frenzied distress, and usually die in shallow water where they were easily collected. Several thousand ammocoetes representing all age classes were colledted from each of several sand bottom ponds 20 to 40 feet in width and length following each flood period. It is very likely that downstream movement of ammocoete stages is a passive movement. As silt beds in irtiich these larvae live are destroyed or moved by high water, the relatively helpless lamprey larvae are carried to new locations downstream. Fyke nets retained most young lampreys measuring 90 mm. (3.54 inches) or longer. Ammocoetes appeared in fyke-net catches throughout the year, hut larger catches were made during and following flood periods. Eyed lampreys are also taken in fyke nets throughout the year. The relative absence of eyed young in samples taken by poisoning would indicate that they make a continuous eind deliberate movement toward the ocean. SAmON SPAWNING-BED SURVEYS Following a preliminary survey in 1944, two surveys were conducted during the summer of 1945 to determine as nearly as possible the spawning capacity of the Trinity River between the proposed Lewiston dam site and North Fork at different flows. Nest Measurements During the 1945 spawning period, 20 completed nests were measured (Table 16). These measurements included the entire area of gravel disturbed by the spawning fish. Nest digging activities are somewhat erratic, and salmon usually disturb a margin of gravel on each side of the nest that is not actually a part of it. "Riere is also an area at the downstream end of the nest which is covered by loose gravel carried down by the current during nest digging and an area at the upper end where gravel is loosened by the fish to cover the last eggs laid. Nest measurements shows in Table 16 may be reduced by about 45 square feet to compensate for these unused but disturbed areas (1-foot margin on sides and lower end of nests and 2 -foot margin at the head), making an average nest area of about 63 square feet, equal to the nest size (9» x 7») established by rough measurements in 1944* 49 TABLE IvO. 16 tiMSUKElyiENTS OF COMPLETED ZINO SALMOIT NESTS ON RIPFLS ABOVE LBWISTCU BRIDGE OCTOBER 26. 19^5 Size Area in ft. in sq. ft. 11 X 7 77 12 X 7 gU 13 X 7 91 lU X 6 gU ll^ X 7 9S 1I+ X 7 98 14 X 7 9g lU X 7 98 lU X g 112 lU X g 112 lU X g 112 15 X 7 105 15 3C 7 105 15 X 7 105 15 X g 120 15 X g 120 15 X 10 150 16 X 7 112 ig X 6 log Ig X 10 igo Total 2,169 Average : Length ih. .5 : ft. Width 1^5 ft. Area log M sq. ft. 50 Mef:hod8 Individual salmon nesting sites were counted and recorded for eaoh riffle. An area of suitable spaiming gravel, 9 by 7 feet in extent, measured lengthwise with the current, was considered as one nesting site. Major criteria used to define suitable nesting gravel were t (1) depth of water (0.5 - 1.5 feet), (2) sire of gravel (1-5 inches in diameter), (3) its location on the riffle, and (4) estimated current velocity. Application of these criteria to Individual riffles was conditioned by combinations of many influences. Greater water velocities enable success- ful spawning in the areas where gravels are large. With lesser current veloci- ties, these areas are not suitable. Under certain circumstances, water deeper than 0«5 - 1.5 feet is certainly used. Some riffles consist of suitable gravel, current velocities are satisfactory, and water depths are within the range stated, but the entire riffle may be compacted and cemented so that it cannot be used by spawning salmon. Broad standards of estimate were set for these sui*veys. However, much of the accuracy achieved necessarily depended on the experience and Judgment of personnel* On riffles with scattered patches of suitable gravel between large boulders, each individual nest site was picked out and counted. The area of riffles with larger rocks scattered throughout suitable spawning gravel was determined and reduced by a correction factor, the correction factor was found by coxinting the individual nesting sites on an average cross section of the riffle and comparing the count with the niaaber possible if the entire riffle were suitable gravel. On riffles with greatly varying gravel types, two or more such corrections were made as the riffle changed in character. The areas of riffles composed entirely of suitable gravel were divided into 9 by 7 foot sections. The number of sections was oonsidered to be the spawning capacity. Results of Surveys The first 1945 spawning bed survey was started in July when the river was flowing 350 cubic feet per second at the Lewiston gauge* The survey was completed 10 days later when the flow at Lewiston was 250 cubic feet per second. Slight corrections were made to compensate for variable flows so that the entire survey would show as nearly as possible the number of ne3ts at a flow of 300 cubic feet per second. The second spawning bed survey was conducted during the middle of September when the river discharge at Lewiston was 100 cubic feet per second. Results of these surveys are presented in "Pable 17, which gives the number of nests counted and the comparative efficiency of water and riffle usuage for spawning at the two flows, expressed in nests per cubic foot per second per Bile of stream. In areas where there are broad riffles of fine gravel, the efficiency of water and riffle usage increases with increased water flow. This la particularly true of the stretch of river between Grass Valley Creek and Douglas City (Figure 10) where many broad, shallow riffles are converted to good spawning sites by increased flows* Just the opposite is true of narrow riffles where the spawning efficienoy is reduced by increased flow* 51 TABIE HO. 17 SALMON SPAWUIITG BED SURVEYS - I9U5 TRINITY RIVER FROM LEVISTOK DO^frlSTSSAM TO ITORTH FORK Length of area Number ( 3f Nests Nests/cfs/Mile Jirea in mi. 300 cfs 100 cfs 300 cfs 100 cfs Lewi st on Dam - Lewi st on 2.0 731 228 1.22 l.lU Lewi st on - Rush Creek 2.0 205 200 .5^ 1.00 Rash Creek - G-rass Valley Cr. 3.5 670 199 .64 .57 Crass Valley Cr. - Lowden Dam 3.5 1,680 1+69 1.60 1.3^+ Lowden Dam - Douglas City 7.0 2.909 856 1.38 1.22 Douglas City - Brov;ns Creek 5.5 811 850 .56 1.54 Browns Creek - Jiinction City 6.5 1.643 695 .ek 1.07 Junction City - North Fork 7.0 1.2U8 U23 .59 .60 37.0 9.897 3.920 .89 1.06 TABLE NO. 18 MINIMUM AVERAGE DAILY FLOW OF TRINITY RIVER AT LEVISTON, NOVEMBER I-I5 DISTRIBUTION OF DAILY FLOW IN 50 C.F.S GROUPS Flow 100- 150- 200- 250- 300- 350- UOO- U50- 500- Year in c.f.s. 1U9 199 2^9 299 3U9 399 UU9 U99 5Ug X X 1927 234 1928 186 1929 116 X 1930 111 X 1931 138 X 1932 103 X 1933 1U7 X 1934 1+05 1935 163 1936 127 X 1937 195 1938 391^ 1939 120 X 19^0 500 19U1 30U 19I+2 186 1943 19I+4 251 US2 Totals 4,162 X X X X Mean .2iL 52 o«-. o ^- O i N^sfs p*r cubic fool p*r second ptr mift Ltwiston Rush en Grass Va.ll9y -Lowdtns cr. o 3 S^ 3 -Browns cr. Douglcts City ^— Juncfion City -H*/ena O) I X T X I"* Co n Co Figure 10, Number of salmon nests in Trinity River between Lewiston and Noi^ii Fork as determined at two different river flows. 53 Swifter ourrent and deeper water over gravel on this type of riffle renders it uneui table for spawning purposes. Examples of this con- dition can be found between Lewis ton and Rush Creek, and between Douglas City and Browns Creek* Expressed in terns of nests per oubic foot per second per mile of stream, the results of the two spawning-bed surveys indicate that »t water flows between 100 and 300 oubio feet per second, there is a very slight decrease in water-use efficiency as flows become greater. Since the water-use efficiency varies only slightly, there would be little ourre in a line projected to show water-flow in relation to nesting capacity* The change in efficiency between these two points should be fairly constant because of tiie counteracting effects of variations in nesting capacity with changes in river flow on the two types of riffles (broad and narrow) already discussed* The curve shown in Figure 11 was derived by calculating a theoretical number of nests for each rata of water flow* In this oaloulatlon the number of nests was obtained by multiplying the ntmiber of miles of stream by the flow in cubic feet per second and also by an o "b c o -8 w o o d < VI a O ■t C % •S Q: T T T r T r Emergence of fry from gravel -i 1 r -I r Seaward migration Jan. Feb. Figure 12. 1 r Mar. Apr. May Jan. Jul. Aug. Sep. Oct. Nov. Dec. Reooaranended fixed flow schedule for Trinity River at Lowiston and its relation to the life history phenomena of king salmon in that stream. 59 TABLE NO. 19 TUSD SPAWNING FLOV SCHEDULE AS MEASURED AT LEVISTON GAGE C.f. 8, Acre- feet Number Acre-feet Month at Levi st on per day of days per month January 200 396.7 "IT 12,298 Tebrxiary 200 396.7 28 11,108 March 200 396.7 31 12.298 i^rii 150 297.5 30 8.926 May 150 297.5 31 9.223 June 150 297.5 30 8,926 Jtily 100 198.3 31 .6,149 August 100 198.3 31 6,1^9 September 100 198.3 30 5,951 October 1--15 100 198.3 15 2.975 16-31 200 396.7 16 6.3^^7 November 300 595-0 30 17. 852 December 200 396.7 31 Total 12,298 120.500 TABLE NO. 20 AVEHASE MONTHLY TLOWS IN TEINITY BITES OOTOEER 1931 TO SEPTEMBER 1939 Lewi St on Present Burnt Ranch Less Lewiston Proposed Present Hoopa Less Lewi St on Month Present Proposed* i'r.oposed (Slows expressed in ( :ubic feet per secont i) Oct. 181.8 151.6 301.0 119.2 270.8 532.8 351.0 502.6 Nov. 71^.3 300.0 1256.9 5^2,6 842.6 2526.4 1812.1 2112.1 Dec. 897.6 200.0 1658.6 761.0 961.0 4010.6 3113.0 3313.0 5447.2 Jan, 980.1 200.0 2267.6 1287.5 1487.5 6227.3 52^7.2 Iteb. 1U63.I 200.0 2929.7 1466.6 1666.6 D25.9 5862.8 60^2. S Mar. 2515.0 3li72.5 200.0 U762.O 2247.0 2447.0 10980.0 8465.0 8665.0 Apr. 150.0 5567.8 2095.3 2245.3 10364.8 6892.3 7042O May 355^.4 150,0 5137.4 1583.0 1733.0 7970.3 4415.9 4565.9 June 1868.5 150.0 2825.6 957.1 1107.1 4198.5 2330.0 2480.0 July ^38.3 100.0 777.0 338.7 438.7 1275.4 837.1 937.1 Avig, 1U2.1 100.0 2U6.0 103.9 203.9 462.5 320.4 420.4 Sept, 108.5 lOCoO 168.6 60.1 160.1 - „ 221^2__ ?21.? •Probable releases at Lewiston for fish needs^ 60 Uncontrolled flow average for wafer-years 1932- 1939 1 1 -1 1 1 1 1 Oct. Nov. Dee. Jan. Feb. Mar. Apr. May Jun. Jul. Aug. Sep. Pigiire 13. The effect of a fixed flow schedule for fish at Lewiston on the discharge of Trinity River at various points downstream* 61 areas over the number necessary to aocommodate salmon ooxmted at Lewiston in 1944 is not adequate. It will not cover the probable maximum number of salmon which will return to the Trinity River in some years. A fixed release schedule for salmon has the added disadvantage of rigidity. It cannot bo quickly or effectively changed when greater or lesser amounts of water and spawning grounds are needed for the proper safeguarding of spawning stock* A fixed flow schedule such as the one proposed in Figure 12 requires a release of 120,500 acre-feet of water as measured at the Lewiston Bridge, "ftie peak flow of 300 cubic feet per second would be maintained only during the period of heaviest spawning. After spawning is completed, the flow could be reduced to 200 cubic feet per second. Such a flow will cover all gravel in which eggs have been deposited. This flow should be maintained vintil the end of March when all but a very few of the young salmon have left their nests. The river flow should be not less than 150 cubic feet per second during April, May, and June, to adequately provide for steelhead spawning and hatching. The flotr should not be less than 100 cubic feet per second from July 1 to October 15. The svmuner flow schedule (April through October 15) should insure the seaward migration of young salmon during April, May, and June, and the upstream adult migration from the end of June until the flow is increased to 200 cubic feet per second during the last 16 days of October to provide for the spring and summer runs that normally start spawning at that time. The effect of this flow schedule on average river discharges below Lewiston is shown in Figure 13 and Table 20. The comparison presimes total diversion or storage of all other flow at Lewiston. The main river flows during summer are relatively unaffected. Flows during the steelhead spawning season are considerably reduced between Lewiston and Burnt Ranch and may make the river bed more suitable for the spawning of this species. Fish-tight counting structures should be built near the Union HLll Pipe Crossing two miles below the Lowden dam site, and at a site to be selected between Douglas City and the mouth of Browns Creek. These barriers would divide the spawning grounds into throe areas of nearly equal capacity and prevent a congestion of spawning fish in any one area. A trap and sturdier fish barrier should be installed at or near the present Lewiston weir to be used if it becomes necessary to transfer fish. Tlie Lewiston barrier should be maintained as a means of preventing \indesirable concentrations of fish immediately below the proposed Lewiston dam where practically no spawning grounds exist. It may be desirable, after further study, to locate tho Levdston barrier above the mouth of Deadwood Creek to allow use of this small stream by steelhead trout. 62 Fish barriers should consist of oonorete dams 10 to 15 feet high, with long, shallow aprons. They should be equipped with high standard fish ladders adapted for ease in counting the fish passing over them. "Phe ladders should also be fitted with effective closing devices. The barriers should be strong enough to withstand floods which might be anticipated following construction of the dams and should be located where spawning areas are restricted and where a minimum of gravel will be inundated by their forebays. 3. The flow could be regulated to produce only the ario\mt of spawning area needed each year, depending on the number of migran'ts. — Regulation of the flow to approximate the needs of migratory fishes on an annual basis would require reservoir operation similar to that in type 2, but with variable spawning flows. Regulation of the spawning flow each year to meet needs of the particular salmon population would be more expensive to operate than other plans. It would call for the construction of an additional fish block and counting structure near the North Fork of Trinity River that would of necessity be sufficiently massive to withstand any floods that might occur* fhe plan for eaoh year would be based on counts by resident biologists of migrating salmon and stealhead made as they passed North Fork, which is prestnnably far enough downstream to allow flow schedule determination prior to the aottial need* This system could be hazardous for the salmon, as their migration past North Fork may not be completed before the peak spawning period starts below Lewis ton. Lake segments of the runs may not find sufficient gravel for their needs. Flow changes should be made at weekly intervals starting October 15, and the revisions should be determined by the cumulative counts obtained at the oo\inting station near North Fork. The flow would be increased in accordance with the need for additional nesting capacity between Lewiston dam and North Fork as determined from Table 21* This plan would utilize both water flow and spawning areas most effectively* Probable water requirements for this plan, had it been in operation during 1944 and 1945, are given in Table 22, Ihe peak spawning period would have required a release of 280 cubic feet per second in 1944, and 250 in 1945* These flows are conservative as they only provide additional spawning area for the number of salmon acttially counted at Lewiston, and do not provide for salmon passing Lewiston before and after the counting period* The spawning flows given in Table 22 were determined by adding the number of nests needed for counted fish to the number of nests •normally occupied in the spawning area (5,647)* The spawning population passing Lewiston required 3,774 nests in 1944, and 2,856 in 1945, The flow producing the total number of nests was chosen to the nearest 10 cubic feet per second from Table 21* 63 TABLE NO. 21 Kim SALMON SPAWNING IIEST5. TRINXTY RIVER —— ' lllll^ I II I lllllllll I -■■■■ I I — ^-»»p-m.t--i-«»— m' i u,j 14 Lewiston C-am Site Lewiston Dam Site Srass valloy Crcsk to North Fork to Orass Ve.lloy Oreek to North Fork Flow NoBts/c.f.So Number Nests/cf.s. Number Noata/c.f.s. Numlisr e.f.Bt per Mile of Neets per Mile of Nests per Mile of Hosts J 3 K B N S l!^ 50 i.ioii^ 2,038 .8666 32^ i.i6n i,72U 60 1.0930 2,U26 .86oif 387 i.^522 2»039 70 1.0846 2,809 .85if3 Uks 1.1432 2J61 80 1.0762 3,186 .8^82 507 i.13^2 2.677 90 1.0679 3.556 .81^21 56s 1.1252 2,987 100 (J,) 1.0595 (El) 3,920 ,8360 (%) 627 1.1163 <%) 3.293 no 1.0511 4,278 .8299 685 1.1073 3.553 120 1.0426 4,629 .8238 7^1 1.038^ 3.8gS 130 1.03U3 4,975 .8176 797 1.0894 4, lis 140 1.0259 5.314 .8116 852 1,0804 4,4^2 150 1.0175 5.647 .8054 906 l„07l4 4,7Uj. 160 1.0091 5*974 ,7993 959 1.0624 5,015 170 1,0007 6,294 .7952 1.011 1.0535 5,283 ISO ,9923 6,609 .7871 1,063 l«0445 5,546 190 ,9839 6,917 .7810 1,113 1.0355 5,804 200 .9755 7,219 .7749 1,162 1.0266 6,057 210 .9671 7.514 .7687 1.211 1.0176 6.304 220 .9588 7,805 .7627 1,258 1.0086 6,546 230 .9504 8,088 .7566 1,305 .9996 6,782 240 .9420 8,365 .7504 I.351 ,9907 7,Ol4 250 .9336 8,636 ,7443 1,396 .9817 7,240 260 .9252 5,900 .7382 1,439 ,9727 7.461 270 ,9168 9.159 .7321 1,483 .9638 7,677 280 .9084 9,4ii .7260 1,525 ,9548 7.887 290 .9000 9^657 .7199 1.566 .9458 8,091 300 (P2) .8916 (B2) 9o897 .713s (Eg) 1,606 ,9368 (B2) 8,291 310 .88^2 10,130 .7077 1.645 ,9279 8,4g6 320 .8748 10,358 o70l6 1,684 .9189 8,674 330 .8654 10,579 .6954 1.721 .9099 8,858 340 .8581 I0e795 .6893 1,758 .9009 9.036 350 .8450 10,9^3 .6832 1.793 .8920 9.210 Ej^ or E2 - N ♦ M 2 ■ Efficiency Rating. El = Efficiency Sating at low flow. Eg = Efficiency Re.ting at high flow. n a Number of intervsils between E^ & E2. i = Size of interval in c.f. s. N-EXFXM i«= How Pi = Flow at Bi in c.f. 9. N = Number of nests. M -= Miles of river. 64 TABLE HO. 22 PHCBABLE WATSR KSQUIEEMEKTS FOR A CaTTROLLED SPA'iVl^ING liOW l<^k 19^+5 Probable 11 II. ~£S Maximum Flow at Lewi St on How at Lewi 9 ton Flow at Lewlston Month C.F.S. A.F. C.F.S. A.F. C.F.S. A.F January 1S7 ll,l+9S 167 10,261+ 213 13,971 Fetruary 137 10,386 167 9,275 213 11,830 March 1S7 ii.Ugg 167 10,26»+ 213 13.971 April 150 8,926 150 8,926 150 g.926 May 150 9.223 150 9.223 150 9.223 June 150 8,926 150 S,926 150 8.926 July 100 6,1^9 100 6,iU9 100 6,lU9 August 100 6,1^9 100 6,1^9 100 6,lU9 September 100 5.951 100 5.951 100 5.951 Octoter I-I5 100 2,975 100 2.975 100 2.975 16-31 1S7 5.935 167 5.300 213 6,760 November 2S0 16,661 250 lU,g76 320 19,042 December 187 ll.Ugs 167 10,264 213 l?.971 Totals 115.775 108,5^2 127,^ TABLE NO. 23 ESTIMATED BUN- OFF ON PORTION OF TRIlIITy RIVER DRAINAGE FOR SALMON FISHERY S* Average inflow Lew rUDIES te Lston dam si to Lowden dam site 1917 to igUo, Month inclusive Acrs Feet C.F.S. January 3,^30 56 February 5,870 106 March 7,500 122 April 10,010 168 May 10,120 165 June H.750 80 July 1,220 20 August U30 7 September 370 6 October 620 10 November 2,;6o 3,i^0 Ho December 56 U. S. Bureau of Reclamation data. I 65 The estimated 1946 requirement of 128,000 acre-feet of water for this plan (Table 22) Ib the amount needed for 15,000 salmon which are believed to have passed Lewiston in 1946* The 1946 estimate was established from observations of concentration on spawning beds during that year compared with observed oonoentrations in 1944 and 1945 when actual counts were made. Because of the unreliability in flow of tributary streams immediately below Lewiston, required stream flows should be measured at Lewiston dam. As shown in Table 2 3, there is very little water entering the river be- tween Lewiston and Lowden during the salmon nesting season (October- December). This early fall inflow is supplied almost entirely by periodic rains, and in dry years it would be negligible in its effect on salmon spawning conditions. It is, therefore, necessary to request a quantity of resex-voir water for fishery management equal to the amounts required by the plans discussed herein, to be certain of producing proper spawning conditions each year. The studies that preceded the formulation of these management plans were made during a period when no mining silt was introduced into the river in the major areas involved. These plans, if they are to be sticoessful, can be placed in operation only under similar conditions. If a heavy load of mining silt were allowed to enter these crowded spawning areas, the fishery might be seriously threatened. Regulated flows are far below those normally encountered following salmon spawn- ing under natural conditions; thus silt could settle out rapidly, impact the gravel, and suffocate eggs and yotuig fish* Therefore, stringent measures must be taken so that no mining silt will be introduced into the river during the salmon and steelhead spawning ajad hatching periods (October 1 through July 15). IJaprovement of tributary streams Four streams tributary to the Trinity River below the Lewiston dam site might be developed for salmon and steelhead spawning. These are Rush Creek, Browns Creek, the South Fork of the Trinity River, and Hay Fork, a tributary to South Fork. Rush Creek and Browns Creek are available for salmon spawning only after rains increase their flows, and the South Fork has spring and fall migrations of salmon each year. No salmon spawn in upper Hay Fork. Eaoh of these streams has been studies to determine the extent to which it might be developed for salmon spawning. Information obtained is not complete, but enough data have been gathered to show relative possibilities. It has not been possible to make spawning bed surveys of these streams during optimum flow conditions. Surveys have been con- ducted, however, to determine the general stream types, and nest covuits 66 f have been made on Ruah Creek and Parts of the South Fork at lower than optimtim flows. With this information, the approximate nesting capacities of the tributaries at their optimvun flows have been estimated. Using the nests per cubic foot per second per mile factors, established for portions of the Trinity River at the 100 cubic feet per second flow, nesting capacities were computed for comparable portions of the tribu- taries at their optimum flows (Table 24). Normal spawning flows for these streams were set up by evaluating statements made by people living along the streams and comparing this infonmation with the few flow records that are available* Improvement of these streams could probably make an additional 3,565 nests available for 9,376 spawning salmon. In order to make these nests available, additional water development on each stream is necessary* Rather large storage dams should be built in the upper portions of each stream drainage to provide a constant and adequate minimum flow during the entire year. Greater flows would be necessary when spawning occurs. It would be desirable to remove several obstructions which are barriers to fish migration during low water periods. Natural barriers obstruct fish movements into Hay Fork Valley. Artifical dams and diversions block from access miles of spawning area in Browns and Rush Creeks when water flows are low. Two methods of developing salmon runs in these streams, after improvement, are possibles (1) Salmon could be trapped at Lewiston or at other locations above the mouth of South Fork and hauled to the streams J (2) small runs now entering the streams or present in the main Ti*inity off their mouths could be left to take over the new spawning areas and develop natural runs to offset losses of salmon blocked by the Lewiston dam. Experience would dictate the latter course of action, although it may be very slow and gradual in developing. Transferring adult salmon is a costly process, not only in money, but also in fish. It is generally better to encourage a native seed stock to increase in abundance than to introduce a foreign race which may or may not adapt to the new situation. This attitude is especially applicable to the South Fork of Trinity River and its major tributary. Hay Fork. Some main stream salmon probably could be diverted into South Fork, Browns Creek and Rush Creek by constructing barriers on the main Trinity immediately above their respective mouths, but such construction would be costly and might result in serious disruption of the normal habits of the entire anadromous fish population. There are no means available whereby fish headed for the area above Lewiston can be segregated from those using the river below that point. Fterhaps the most serious obstacle in any plan to transfer salmon from one place to another in the Trinity River drainage is the almost utter lack of good roads. Tank trucks suitable for hauling adult salmon are very heavy and would operate in months when roads are wet and slippery. It is doubtful that any transfer program could be successful without major road construction and bridge strengthening projects preceding the actual truck operation. 67 TABLE ITO. 24 MINIMUM HiOWS HSQ]JIEED FOR DEVSLCPIiMT OF SPAWNI1I5 ASMS IN TEIBUTARIES Tributary Nov. -April April May June July- Sept. Oct. Location South Fork Trinity River: at Forest Glen 100 at Hyanpom 200 Hay Fork 100 Browns Creek 65 Rush Creek U5 100 SO 65 50 100 100 100 100 100 60 20 10 1+0 30 20 10 35 25 15 50 SI3 TIS R7E HM (Forest Glen) 150 S26 T3N RGB HM (Hyampom) 70 S2 T30N Rlltf MDM (East Fork) 50 SI 9 T31N R9W MDM (East Fork) UO S23 T3UN RgV MDM (Below China Gulch) SALMON SPAWNING CAPACITIES OF TRIBUTARIES Water flow Number of Nests Possible Nests Increase Tributary Present Increased Present Increased Salmon South Fork 100 cfs 200 cfe l.Ulg 2,1+32 l,0l4 2,667 Hay Fork 20 100 0 1.300 1,300 3 Ms Browns Creek 20 65 370 1,200 830 2.183 Hush Creek 15 ^5 211 632 1+21 3.565 1.107 9.376 68 Transfer of Trinity River salmon from the main stream to improved tributaries would not save any significant quantities of water for the project. Minimum flows ranging between 100 and 200 cubic feet per second would have to be released from the Lewiston dam to satisfy water users, to maintain the resident fish population in the river below, and to provide adequate spawning grounds for the salmon and steelhead populations which use the mainstream below Lewiston* Artificial propagation A third method of aocomraodating the salmon normally passing above the Lewiston dam site to spawn is artifioal propagation. As yet, hatcheries have not proved themselves capable of maintaining large runs of king salmon. Therefore, this method cannot be recommended for the Trinity River at this time. Adequate sources of water suited to hatchery operation are very scarce in the Trinity drainage below Lewiston. Many stream flows are cold enough, but they are insufficient in volume to supply a hatchery large enough to accommodate present runs of fish. Plenty of water of fair quality could be obtained from the reservoirs to be built* How- ever, such an arrangement would require that a hatchery be located near the Lewiston dam site. The hatchery would need approximately 50 cubic feet per second of water for operation* In addition, sufficient water would have to be released to the river to bring salmon and steelhead to the hatchery* Quantities of water involved in this latter operation would exceed 100 cubic feet per second. Very little water would be saved to the project through artificial propagation* Maintenance Plans for Browns Creek Dam The construction of a dam at the Browns Creek site would out off approximately 82 percent of the part of Trinity River used by salmon for spawning. Optimum development below Browns Creek could produce only 1,800 additional nests in the main river* Development of the South Fork and Hay Fork, which are the only suitable spawning tributaries below this dam site, would produce 2,300 additional salmon nests* Together, these additional nests in the river, and tributaries would provide for only 10,700 of a possible 21,000 Vsalmon that would normally spawn above the dam* The only method known that would take care of the remaining salmon that could neither spawn in the river nor in the tributaries would be to construct a 30-^illion egg hatchery utilising water fro* the reservoir. Such a plan could not be reoaranended because of the very questionable outoone. l/__ Determined by estimating the natural salmon population between Browns " Creek and Lewiston, using the number of nests at the normal spawning flow (150 c.f.s.) in that area, and adding the maximum number of salmon counted at Lewiston. 69 Steelhead Malntenanoe Maintenanoe of the steelhead trout population would not present the serious problems inherent in the perpetuation of salmon if a dam is constmioted at the Lewiston site. These fish are believed to spawn voluntarily in the lower reaches of tjie river during low water years and their nests are made during the spring run-off period* Muoh steelhead spawning takes plaoe in tributaries in the main river below Lewis ton which are all carrying ample water to produce adequate available gravel during the steelhead spawning period* TO accommodate steelhead spawning in the river, a flow of 150 o.f .0. would be required during the steelhead spawning period. This flow is included in all flow schedules for salmon spawning that are suggested in this report. The inflow from tributaries in the upper portion of the spawning area below the Lewis ton dam (T&ble 23) will make additional spawning area avail&ble in the main river for steelhead blocked by the dam. Tributary inflow peaks during the steelhead spawning season and should be fairly reliable from year to year. These tributaries are, at present, under-populated with spawning steelhead. If mining silt can be excluded from tributaries during the spawning and incubation period (February 15 through June 15), they would be better suited to accommodate part of the steelhead held back by the Lewis ton dam. Uajor steelhead spawning tributaries below Lewiston dam site are Rush Creek, Grass Valley Creek, Indian Creek, Redding Creek, Browns Creek, Canyon Creek, and the North Fork of the Trinity, including its East Fork. Browns Creek dam would present a major problem in connection with steelhead spawning. Only two of the major spawning tributaries are below this dam, thvts an unknown number of these fish would have to be diverted into the South Fork, or removed into a hatchery, or both. Neither possibility would seem feasible when it is considered that streams and hatchery facilities would have to be developed to a maximum for the salmon alone, and a project including steelhead salvage would involve operations of unprecedented proportions. 70 LI OEM TORE CITED HE7iES, GORDON W. 1942. Econonio and geographical relations of aboriginal fishing in northern California. Calif. Fish and Game, Vol, 28, No. 2, pp. 103-110, JHINGRAN, VISHKA G. 1948. A contribution to the biology of the Klamath Black Dace, Rhiniohthys os cuius klamathensis (Evormann and Meek) , Doctorate thesis unpublished, Stanford University Library, Stanford, California, MOFFETT, JAMES V. 1949. The first four years of king salmon maintenance below Shasta Dam, Sacramento River, California, Calif. Fish and Game, Vol, 35, No, 2, pp. 77-102. SNYDER, JOHN 0. 1924. Indian methods of fishing on Trinity River and sane notes on the salmon of that stream. Calif. Fish and Game, Vol. 10, No, 4, pp. 163-172. 1931« Salmon of the Klamath River, California. Calif. Div, of Fish and Game, Fish Bulletin, No, 54, 129 pp. 1^1 730M3 1 p. '! lllllllllllll'*' 5 WHSE 00982