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Un des symboles suivants apparaitra sur la dernidre image de cheque microfiche, selon le cas: le symbole — ♦► signifie "A SUIVRE", le symbole V signifie "FIN". Les cartes, planches, tableaux, etc., peuvent 6tre film6s d des tdux de reduction diff6rents. Lorsque le document est trop grand pour etre reproduit en un seul clich6, il est film6 d partir de Tangle sup^rieur gauche, de gauche d droito, et de haut en bas, en prenant le nombre d'images n§cessaire. Les diagrammes suivants illustrent la mdthode. f errata d to It le pelure, pon d 32X 1 2 3 4 5 6 "•— "^^ p— 1— -^^^p-" ^^^^^»*PWll^ipPHH»Wli»™inWf"»»» ^p^p^^^p^w^^»»"?w^»T^^ REPORT OF MR. W. T. JENNINGS, C.E. ON ROUTES TO THE YUKON PRINTED BY ORDER OF PARLIAMENT OTTAWA PRINTED BY S E. DAWSON, PRINTER TO THE QUEEN'S MOST EXCELLENT MAJESTY 1898 j^{. _ ' v^/* J: '_.^-^ '\<, I T-^ < 1 y REPORT OF MR. W. T. JENNINGS, C.E. ON EOUTES TO THE YUKON PRINTED BY ORDER OF PARLIAMENT C)TTAWA PRINTED BY S. E. DAWSON, PRINTER TO THE QUEEN'S MOHT EXCELLENT MAJESTY 1898 J ^'"'jfp^'f^^^^ ('*C^T?*'^''''i**R*"® MjKr.yiW.'.;*^?;*?? REPORT ON ROUTES TO THE YUKON. Toronto, nth Janiuiry, 1898. The Honourable Cliflford Sifton, Minister of the Interior, Ottawa. Sir,— I have the honour to transmit herewith the following papers relating to the exploratory work undertaken at your connnand by myself and assistants late in the season of last year, over that section of the country north of the Stikine River, B.C., to the Yukon, and to say that, until Mr. A. B. Ross, C.E., returns, I will not be able to report further on the portion of the Stikine route lying between the head of the Sheslay River and the Stikine valley via the Clearwater River:— Papers, &c.: (i.) Statement of route followed by myself and party via the Stikine to Teslin Lake, dated 15th December, 1897. (2.) Report on the Stikine River and routes therefrom to Teshn Lake — with plans, sections and estimate of cost. (3.) Report on Teslin Lake and the Hootalinqua River by Saint-Cyr. (4.) Report on the McClintock Portage between the Hootalinqua River and Marsh Lake. , , , (5.) Including remarks on Taku Arm and route from it via Toosliai Lakes to White Pass, with plans. (6.) Report on route from Chilkat Pass to Yukon via Nordenskiold River (with plans by McArthur) and approximate estimate of cost. (7.) Report on route from Dyea through Chilkoot Pass to Lake Bennet, and thence to Tagish Lake and Hootalinqua River, with approximate estimate of cost. (8.) Report on route from Skagway via White Pass, thence to Lake Bennett and above route to Hootalinqua River, with approxi- mate estimate of cost; also, on an alternate plan to a point on Lewes River below White Horse Rapids. (9.) Report on route from Taku Inlet to Teslin Lake, with approxi- mate estimate of cost. (10.) Memorandum of cost of prospectors' outfit. (11.) do electric railway, Stikine to Teslin Lake. (12.) do wagon road do (13.) do packing, by mule service. In making out approximate estimates of cost of lines over country which I personally have not seen, I wish it to be fullly understood that I do so from infomiation as to character of country given me by the gentlemen named, and therefore by comparison and my general knowl- edge of British Columbia. I remain, sir, your obedient servant, W. T. JENNINGS, M. Inst. C. E. HEPOHT OF Mli. .lENNISdS Toronto, 15th December, 1897. The Hon. Clifford Sifton. M mister of tlie Interior, Ottawa. Sir, — In .accordance with your desire for an interim report, covering tlic examination of country made by mc for a highway or railway route between the Stikinc Kiver and Teslin Lake, li.C, I iiavc the honour to report that I ])rocecdc'd from Ottawa to \'ancouver, thence up thi last in the (iovcrnment steamer " Ouadra " tn Wrangel. Alaska, and by a small steamer from t'.ie latter point, via the River Stikine to Glenora. and on by canoe for ten miles to Telegrajjh Creek at the head of steam navipfation, and distant from Wrangel 130 miles, and at an elevation of 540 feet above sea level. Some ten days' delay was here occasioned through various unavoid- able causes arising out of the luirrird nature of the trij) and the conse- (juent want of a i)rearranged plan for transport. lIowe\er. the assistants and outfit having arrived, and pack animals secured, I directed Mr. A. P>. Ross to proceed to Glenora and seek a pass to thf north by way of .Shakes Creek or by tlie Clearwater River, in the hope of finding a shorter and more direct route with a lower summit than that via Tele- graph Creek. On the 25tli September, accom])anied by Messrs. Saint-Cyr and Morley Ogilvie as assistants, the journey to Teslin Lake was com- menced, the course for the first 15 miles being up the Stikine trail over a series of high gravel benches and easy sloping and lightly wooded country to the Tahltan River, where a descent was made and the river crossed (at an elevation of 600 feet), near its cf>nfluencc with the .'^tikine, which occurs in a canyon with almost vertical walls of basalt. A .sharp climb of 200 feet again brought us to the top level of the escarpment, thence we continued over an old (Hudson's Bay Company's) trail along the slopes on the left side of the Tahltan valley for 28 miles, to the forks of the river, the ground passed over being generally irregular and indicating in many places that clay and gravel slides were of frequent occurrence, particularly about the lower portion of the valley; on the contrary, the right slope, while noti so flat, is more regular and the benches are of firmer material. Fi'om the forks to the divide between this stream and the Koketsi River the valley expands, having a bottom width of from ^ to i mile, with pine and spruce-clad hills to the south, and easy hillocks and broken benches to the crest of Level Mountain, a high, gravel-covered basaltic plateau extending to the north. Some seven miles from the forks the course of this branch of the Tahltan turns to the north and north-west, terminating in Level Mountain, and where it enters the valley occurs the divide between the Tahltan and Koketsi formed by the detritus brought down from Level Mountain during the flood periods. This divide is almost imperceptible and that it is apparent at no distant date water flowed from the North Tahltan in both directions. The valley hereabouts is at an elevation of 2,200 feet and is covered with a healthy growth of small pine, poplar and spruce. Immediately after passing the divide. Koketsi Lake or Taku head- water is reached; it is some two miles in length and one in width, the shores at the eastern and western extremities of the lake being marshy; on the south a mountain with easy foot slopes extends to the lakeside,^ ox fiOUTtS TO THK YUKoy. while tlio iiortli side is bordered l)y small rock bluffs and the pravelly slopes of Level Mountain. For the next four miles the valley is from a half to one mile in width (excepting at one point where a 60 feet cascade occurs in the stream) with a marshy area and a small round lake in tiie middle of it; here the valley now contracts somewhat and the hills descend with steeper yet easy slopes. At ten miles from the divide a valley opens to the south and a])pears a likely course to the Clearwater River. Three miles be- yond, and in the same j^^eneral N.W'.W. course, a level area about one and a half mile .scpiare, and timbered principally with cottonw(^od of f?ood size is reached. Here tiie Koketsi stream and l^nj^alls Creek j;ain curves to the west. In its course it is fed by streams from a large lake area ti ) the north ; it alst) receives the waters of the Koshin, Doo-de-dontooya and the .Sheslay rivers, and, from its con- fluence witli the latter it is lost in name, and onward to a junction with the N'akina Kiver, it is called the Inklin; thereafter, to a point of dis- charge in Taku Inlet, it is called the Taku River. r>om the Xahlin l-Jiver northward for 4S miles the valley contracts from 20 to H miles in width and has in its central sec ion a contiiuious stretch of rounded Iiills all heavily timbered with spruce and i)ine, while on either side in the low gromids, are many lakes and marshes; the valley to the eastward being the widest and l)est for railway purposes. The watershed of Teslin Lake and Taku River basins occurs only some foiu- miles from the Nahlin Kiver, in the middle of a prairie dividing a large lake in liie eastern valley, and at an elevation of about ^.rxx) feet above sea level. In this area the water courses observed on the slopes of the high land to the east are lost in a succession of lakes and marshes extending northward for 25 luiles, when finally the waters unite at the foot of Iloot-so-gola Lake and thence, after tumbling over " \\'hite Swan " cascades, foriu in a defined channel (200 feet by 5 feet at flood), flowing north for eight miles (between gravel banks nearly 100 feet in height) to the south end of Teslin Lake. Teslin Lake is from two to four miles wide and 2.400 feet a!)ove sea level, and extends in a north-westerly directiou for 60 miles, thence discharges by a navigable river of the same name into the Lewes River at a point some too miles bevond the lake. While tile country over which the so-called trail extends between the Xahlin River and Teslin Lake is not suited for railway pur|io.ses owing to its undulating and elevated character, still, a good route for a trail, wagon road, or railway may be had on cither side of the vallcv proper (and preferably by the east side) over an easy country (with light un- dulating gradients) all the way from the head of the Doo-de-dontooya River. While the whole country is covered with tufty grass, moss and occa- sionally mire, and unpleasant to travel over in unseasonable weather, yet a road can be inexpensively made, as the .soil is good for the pur- pose tind would be ilry if relieved of its heavy blaidset of moss. From the Xahlin River northward and to the east of the valley the high ground continues in a more abruiit form and should not there be called Level A fountain as some of the peaks are rugged and snow- capped, while to the west the same chain of snowy peaks cvater River was fortunate in meeting Mr. Ross, who had ju.st returned from the exploration of a route up Shakes Creek and over to the Sh. Tahltan head. .\ ])ass 3,850 feet high and distant 40 miles from the .Stikine River was I'ound, but it is higher and the route much longer than that by Telegrai)h Creek. Mr. Ross had finished a plan and report of liis operations thus far and was then ready to work u]) tlie Clearwater valley to the Sheslay River, as directed. I recpiested him to get throtigh as soon as possible, ancl, if a favour- able route was found, to continue down the Sheslay or send a compe- tent man to examine the .lopes of that river north to the Inklin. I have since learned from Mr. Ross tliat, owing to tlie low stage of water and other disturbing influerces, due to the lateness of the sea.son, he was only able to advance some ten miles up the Clearwater, when he decided to retrace his steps and proceed by Telegraph Creek trail to Engalls, and from that point endeavour to ascend the .Sheslay valley and over into that of ihe Clearwater, thence to the Stikine and liome. The .Stikine River and its branching head waters rise in the Cassair Momitains between latitudes 56° 20' ai;d 5()° 20' N. and longitudes 128" and loC'j^ ^^ • The main stream and its upper feeders, the Tanzilla, Tooya and Tahltan, gradually converge and eventually unite in one grand watercourse within a distance of from to to 26 miles above Telegraph Creek, which is at the extreme head of .steamboat naviga- tion, and tlistant from the sea, at Fort Wrangel, Alaska, 150 miles. The feeders fcxcejiting the Tooya) and main river run as a rule in deep, and more in the heavy water, iirincipally above the Little Canyon. I reached Wrangel on the 25th OctolSer, where T h,ad the nnexi)ected pleasure, .Sir, of meeting you. and as you degned it inadvisal)le for me to attempt an examination of the Dyea and White Passes at such a date, I returned with you on the " Quadra " to \'anco\iver, where we arrived on the 1st Xovember. 10 REPORT OF MR. J EN SINGS The next day I proceeded to Victoria and obtained from the Sur- veyor General of British Cohimbia some data which I thought might be useful in this connection, and at once left for home. I inclose report on the routes examined, accompanied by the follow- ing plans and sections : — Plan from Wrangcl up Stikine River to the Tahltan River. Plan of the country from the Stikine River to TesHn Lake. Sections on the various projected routes. A package of photgraphs, taken by me, showing the general char- acter of the Stikine River and country traversed. All of which are respectfully submitted. I remain, Sir, Your obedient servant. W. T. TEXXTXGS. M. /„st. c. /;. REPORT OF A RAILWAY ROUTE BETWEEN THE STIKINE RI\ER AND TESLIN LAKE. B.C. Sir. — In rcjiorting on the result of my observations for a railway route between Stikine River and Teslin Lake. B.C.. I would, however, first refer to the means of communication between the sea and a sug- gested point of debarkation on the river, by mentioning that the i^^tikine has been navigated by steamers to Glenora and Telegraph Creek (a dis- tance of from 140 to 150 miles from the sea") since the early seventies, when the Dease Lake and Cassair mining excitement was at its height, but while so navigated during the open season, usually between May 1st and October 20th, the journey has almost invariably been consider- ed slow, tedious and not without danger, partlv owing to the inferior class of steamers used and partly to tlie lluctuating state of the water. At times the river is too low for s]ieed with a reasonable cargo, or the stream may be very high and the rifdes diificult to make headway against, with the additional danger of drift trees or snags getting foul of the steering gear or wheel. The latter danger is most to be feared where the channel, is contracted such as in Little and Klootchman's Canyons where, if any mislia]) occurred to the vessel's machinery, she would at once be carried against the rugged rock walls by the swift, swirling, disturbed waters, and simk by having her planking either torn out or stove in. The distance of 96 miles between Wrangel and Little Canyon can be made by a powerful stennicr in one day. whereas by reason of the swift and difficult water above it will take two *(lays more to reach Telegrai)h Creek a further distance of only 54 miles or 150 miles from the sea, therefore, with these facts before r)nc. it seems rea- sonable that a route wliere safe and speedy transit is contemplated it is advisable to commence the railway well down the valley at a point to be determined on below the Little Canyon, and on the left bank of the river 06 miles from the sea. The route from a point below the Little Canyon, where suitable dock and siding acconunodation is to be had, on for thirty miles to a crossing of the river near Shakes Creek, has been laid down on the left side of the river, as being the least subject to snow slides, owing to the moimtain slopes being more distant and less precii)itous. and to enable the line to be carried through a depression between the eastern terniina- * Mdriiiiip (if .Hcodtul (liiy, ninniii)/ in il;ivli(.'lit only. ox hOUTES TO THE YUh'OX. u tion of the g^raiiitc spur through which the Little Canyon extends (in a straight cleft) and the mountain side, thence across the Ok-So-Kieen, a rather formidable mountain stream which will require a pile bridge of at least lOO feet in length, also protection cribwork; from here to the Klootchman Canyon, some lo miles from the Little Canyon, the course will be generally over flat lands, and occasional short ragged and sloping points of grainte and changed rocks, avoiding as far as practicable by-channels or sloughs, some of which will recpiire to be closed by the introduction of rough crii)work. At the Klootchman Canyon it is advisable to carry the line at some- what higher level than ordinary to ease the curvature and avoid filling in the water where short, sharp indentations in the shore line exist. l<"rom the latter point brf)ken flats and occasional rocky poitUs will have to be crossed to reach the left shore at the Grand Rapid (a i)ar- ticularly swift section of the river) where the foot slope of the last spur of the Coast Range proper comes in close proximity to the river, here a short, strong shed will be required, as it is evident that snow slides annually: ])assing tliis spur, a gravel bench will have to l)e cut into, thence the line will continue over the Doch-da-on, a stream very similar to the one before referred to, and on over bottom lands and along the river's side of an almost isolated ridge of granitic or altered rock facing the Clearwater valley, thence contimiing on gravel benches and short irregular rocky projections and across several minor streams to a ])oint where the river may be crossed liy a bridge about 775 feet in lengtli, placed at such an elevation as will ensure its safety during high water periods, when the water level is fully 15 feet above its lowest mark. I would here mention that should it be desirable at a later date to continue a railway to the vicinity of Dease I^ake or to meet a line from the Skeena or Nasse Rivers the ground ahead is favourable for con- struction at moderate cost. Again, should a route, now being examined by one of my assistants (via the Clearwater) be found ])racticable, the Stikine would likel\- be more advantageously crossed lower down the river: however, of the Clearwater route I am unal)le at present to say more than that the valley of that river appears open and easy, as viewed from tlie Stikine River. From the crossing of the .Stikine to the divide between the Tahltan and tlie Koketsi streams there is a choice of routes. The first by an immediate and steep ascent along the right slope of the Stikine valley, over rock and gravel formation and through an indentation in the range where Telegraph Creek has its rise in a regular glade-like pass at an elevation of 3io miles, along the side hill to the summit of Engalls Creek, with a 3 per cent grade, easy curvature and comparatively light work; thence from this point descending to .Me-a-de-lc I.ake over the ground before referred to. 2nd. A line should be tried through a high depression north of Pro- file rock bv connnencing the ascent cast of the north fork cros.^iing. 3rd. A minute examination should be made up Ouartz Creek ravine, as it appears open to the north. ( -nlv bv an instrumental siu'vev. with measured distances, can t":ie proper route in this vicinity he determined, and the base of operations should be established l)y rumiing up the north fork and over the sum- mit to Me-a-de-le Lake and returnmg by Engalls Creek and the Ko- ketsi to i)lace of beginning. From Me-a-de-le Lake, for the next 118 miles, one line is connnon to both routes, and extends northward in a very direct course for 57 miles to the Nahlin [\iver over flats, glades and gentle slopes in the valley near the base of the western shed of Level Mountain with a small i)ercentage of curvature, easy gradients and light work. I'or a considerable ])roportion of the distance the country is tunbered with a small growth of s])rnce, pine, .scrub willow and alder, the spruce, how- ever, predominating. The surface of the ground throngli the whole valley is covered with a deep growth of moss and, in places, " bunch " and coarse tufty grass. The soil consists of light clay, .sand and gravel, witli drift lioulders and occasional masses of basalt and limestone. The seven or eight streams passed over are small and unimportant: a short pile trestle being sufificient ff)r each. The names of the largest being the Doo-de-dontooya, Massatooya, Kakatooya and Ka-haTc. The Nahlin River, where crossed on the trail, is at lea.U 150 x 6. with I per cent fall at flood, and runs in a valley about 1,200 feet wide, 250 feet deep and with r^ to i slopes, but where the line is projected, at a point some 4 miles above the trail crossing, it runs in a much contract- ed V-shaped trough, about 100 deep and 350 wide. At the Xahlin River, Level Mountain or plateau terminates, hut the high ground continues northward, in a more elevated^ irregular and mountainous form; and it is at the foot of its western slope and border- ing the eastern edge of an exten.sive marsh and lake district called " Grand \'alley " that the line is projected in a northerly course to a regular, easy, rolling bench area reaching from the cascades of " White Swan " River to and along the margin of Teslin Lake. On the .section of 67 miles between the Nahlin and Teslin Lake sev- eral streams are crossed, but none of such importance as to require more than an ordinary pile stnicture. The soil is principally of a sandv gravel nature, and very little rock will be met with on the location line. 14 ItEPOnT OF MR. J EX XI SOS From the *^ Cascades," and to tlie end of a river (which I have named White Swan) flowing into tlie extreme south end of TesHn Lake, north- ward for many miles, tlie slightly undulating gravel bench land, cover- ed with small spruce, &c., continues; therefore, the point for a tenninus need not now be defined, beyond the statement that it should be situat- ed north of the shallow narrows and on the optii portion of Teslin Lake, at least lo miles beyonil where " White Swan " river enters its estuary-like southern end, thereby ensuring a longer season of naviga- tion, as the shallow contracted portion doubtless freezes over some weeks before the lake. As Teslin Lake and its outflowing river of the same name will form the subiect of another section of this report, I will only say that both lake and river are favourable, during the open season, for navigation In steam and other craft. Should the Clearwater valley jjrovc favourable for railway or road construction, a very considerable saving in distance will be effected to Engalls Mount.iin, where the line may be united with any one of the routes above described, or it can be carried down the Sheslay River, some ten miles, and through a gap near the north end of Heart Mount- ains to the Doo-de-dontooya River, thence to a junction with the first line. In conclusion, I may state that provided all arrangements are made and the location determined upon by April next, the line of railway by either route shewn on the plan can be completed and in operation by September following, at a cost of four million dollars, that portion situ- ated on the Stikine River below the crossing, including the bridge, costing $746,000 of the total amount. I remain, Sir, Your obedient servant, W. T.' JENNINGS, M. Just. C. E. Toronto, 17th December, 1897, EXAMINATION (^F TESLIN LAKE AND HOOTALINQUA OR TESLIN RIVER— 200 MILES. By the attached report from Mr. Arthur Saint-Cyr, D.L.S., who I de- tailed to make a track survey and examination of Teslin Lake aTul the Hootalinqua River, it will be seen that these waters are navigable dur- ing the open season between the 20th of May and possibly the Tst of November, for such steam and other craft as are suitable for the jmr- pose, and that no doubt need be entertained as to the depth and soft bottom in the various tiarrows near the south end of Teslin Lake, as the water (which was in the middle of October eleven feet below H.W.M.) keeps up to a good level until the heavy frosts of October check the outflow from its watershed. From a miner who spent tiie winter of 1896-97 on its shores, I learn- ed that Teslin T,ake was frozen over on the 27th October, 1896, and opened on the i8th of May, 1897, ^'so that the lake is well stocked with trout, white ( " Dagolly ") pike, and " Inconnu " fish, of whicii I had evidence when there. This is also reported as a good district for moose and cariboo, also for bears, foxes, beaver and other fur-bearing animals. ox ROUTES TO THE YLKOX. 15 There are very few Indians living in the district, which is apparently hunted over by and under the control of a tribe whose headquarters are on the Xakinah River at head of canoe navigation on the Taku River and distant about 70 miles from Teslin Lake. The result of the chase is thus lost to Canada, as these Indians trade exclusively in Juneau, now an American town. I may be allowed to mention that our investigations amply corrobo- rate the statement made by Dr. C. W. Hayes, wiio traversed Teslin Lake and the Hootalinqua River in 1891, and whose report thereon is to be found in Vol. IV. of the National Geographic Magazine. Wash- ington. January 6th, i8<)8. W. T. Jennings, Esq., C.E. Sir, — After receiving tiie Surveyor General's message and letter dated (3ttawa, August the i8th, recjuesting me to place myself under your orders for the rest of the season and make such surveys as )()U might require, in connection with a proposed railway line to the waters of the Yukon River, I'discontinued the exploration of the Tooya River valley at which I was at the time engaged, and nearly through with for the season, and reported to you at Telegraph Creek, on September 20th. After giving you all the information that I had been able to gather during the summer exploration of the country between Teslin Lake and Telegraph Creek, I accompanied you on your trip to the lake. There I received your instructions for the survey of Teslin Lake and Hootalinqua River and proceeded at once to carry them out. I now transmit to you mv report on both lake and river, and the countrv' in their immediate vicinity. This survey commenced on October the 14th and was completed thirteen days later, on October 27th. Whenever the weather was favourable, observation for latitude were taken with a pocket sextant, and, after being reduced, afforded a good check on the work. The distances, I find, jre as follows: — Length of Teslin Lake 6oyi miles. From Teslin Lake (foot) to Lewes River I39/^ " Total distance 200 miles. Distance between the foot of Teslin Lake and McClintock Portage by the river 42 miles. Roth lake and river He in a wide and partly timbered valley, the gen- eral trend of which is in a north-westerly direction. Along the lake, the valley averages about two miles in widtli, and along the river one mile. The water level of the lake was found to be 11 feet below high-water mark. At two miles from its head the lake contracts, forming narrows which extend fully a mile in length. Soundings taken in these narrow* revealed a depth of four feet of water, with muddy bottom. From the end of the first narrows the channel runs along the mouth of a shallow bay lying on the west side of the lake. The mouth of the 16 ItEPORr OF Ml!. JENXIX'iS! bay is about one mile wide. Imnicdiately beyond the bay tlu- cliannel is obstructed In' a bar witii only five feet of water. l*"runi this point for a distance of four miles liie lake is comparatively narrow (about 6(X) yards in width). Then another larjifc bay (about two miles across the mouth) extends one and a (juarter mile to the south- west where it receives a larj^e stream which drains a considerable area of country. The last narrows (Moose) occur after ])assinpf the second bay. The width of the lake is here reduced to ai)out two Imiidrcd yards. A fjood sized stream empties into the lake on the cast .side, immediately beyond !\loose Xarrows, and has deposited a larj^e body of silt, forminj,^ an area extendintr nearly to the west side of the lake, and leavinj^ a channel only about tliirty yards wide. This narrow chaimcl runs alont,' the west shore for a distance of nearly half a mile fiom the narrows. Here commences the lake projier, and for fifty miles is plain sailing', with a good depth of water mitil the foot of the lake is readied, where the channel is again reduced in depth by a bar with only six feet of water over it. Lake Tcslin is bounded 1)y momitains of from lin-ee h^ four thousand feet in height, and at some distance in the iiUerior detached snow-clad peaks, rising to an altitude of six thousand feet, are often to be seen. Two deep indentations were noticed along the east shore of the lake; the first one, occinTing tliirty-six miles from its head, receives a good- sized stream which flows in from a south-westerly direction. The other one. which is the deepest, is three miles further on atul re- ceives the Xe-Sutlin-ni River, which is the largest stream entering the lake on that side. Resides these two rivers there is another one which enters the lake only a .short distance below the Moose Xarrows. It heads from the south-east and at its month the Taku Indians have established a fi.shing station. Of the three principal streams which enter the lake on the west side, one was particularly luiticed. nearly opposite Xe-Sutlin-ni Bay, on account of its valley, which is very wide. This valley extends in a southerly direction, and may possibly connect with the Nakinah valley and leading towards tlie Taku River, in wiiich case it would afford a pass from that direction to Teslin Lake. In the lake are several small islands. They generally lie close to the shore and at some anterior ]ieriod were undoubtedly ]iart of the main- land. Their sides are formed b\- high bluffs and escarpments. As a rule the water is very deep close to them. The Hootaliufjua River which flows out of Tcslin Lake is quite a large stream. It varies greatly in width at different parts of its course, expanding sometimes to half a mile, in which case it is partly obstruct- ed by large bars which, however, leave a deej) though sinuous channel; again, in places it divides into several cliannels. tiius forming large islands, where timber of good size and quality is generally to be found ; while in other parts it narrows down to a single channel a few chains in width. The current, which is rather slack for a short distance below the foot of the lake, increases gradually till it reaches a velocity of nearly five miles an hour near the confluence of the Hootalinqua witii the Lewes River. Only in a few places, in bends, and for very short distances, was a velocitv of six miles an hour recorded. ON ROUTES TO THE YUKON. 17 The proniiiKMit feature of the valley in the inimediato vicinity of the river is the iiigh benches which skirt it on either side. Froi McClintock Portage down to its confluence with the Lewes, the river is very crooked, and where close to the foot of these benches it has caused extensive land slides which have left bare the face of the hills, thus forming high cut banks of clay and gravel. These alternate with flats fcMiiied from the materials carried down by the stream during the season of high water. Further inland the benches gradually change to rough hills, mostly timbered, and culminating in high mountain ranges of four tliousand feet above sea level. Eleven miles below McClintock Portage the river divides into two wide channels. The left-hand channel is the principal niie. It rims close to tiie left bank which is here formed by a sut bank three hundred feet high. This channel is narrow and the water runs swiftly. The other, although the shorter of the two, is full of bars and is obstructed by snags. It is sejxirated from the main channel by a large island. A careful examination was made of the confluence of the Hoota- linqua with the Lewes River for bars which, are likely to occur at a point where two streams meet. Such a bar here exists and is situated in the Lewes River, some distance above the mouth of the Hootalinqua and spreads southerly into a large. island, of which more later on. This bar divides the Lewes River into two channels. The main channel follows close to the left bank, while the other deviates towards the Plootalinqua River which it actually enters, forcing by its own velocity a passage for itself through tl e comparatively sluggish waters of the Hootalinqua after which it again re-enters the main Lewes River. The bifurcation of the Lewes at this point and the presence of an island covering the Hootalinqua mouth has frequently caused boat parties of miners intending to winter there to be carried so far down stream bef( • discovering their error as to determine them to go on rather than return against the stream. So said a party of American miners whom I met on the Hootalinqua some six miles above its mouth, and no doubt accounted for the ab- sence "fa lumiber of their friends who were a short distance ahead of them, 'd who promised to stop at the Hootalinqua for the winter. They iii.iher explained that they had nearly made the same blunder, mistaking the w'aters of the Hootalinciua, wliich are a dirty brown colour, for those of a slough or of marshy water. At the confluence of the Hootalinqua with the Lewes River there is a large island, the sides of which arc constantly wearing away under the action of both streams. The materials thus eroded are carried down and deposited under the island, causing a serious obstacle in the form of a bar with only four- teen feet of water on it, in a channel at one and a half chain from the east bank of the river, but it must be kept in mind that the water was then very low, being ten feet below high water mark. Timber of good quality was seen at several places along the Hoota- linqua River. It is mostly spruce of i8 inches to 24 inches diameter. It grows on the islands and the flats adjoining the stream. Some pines and cottonwoods of large size were also noticed. The permanent streams flowing into the Hootalinqua from the high lands on each side of it are not numerous and are generally of small size. 18 HKPOUT Of MR. JESNINOS Only one fair-sized stream entering from the cast was noticed. It is fift^ feet wide from l)ank to l)anl<, witii a very swift current. The water was two feet decj) and rumiinj? over large boulders and I infer, from the colour of the water, which is of a bluish tint, that it heads in a lake in the interior. Up to November loth, the day on which I left the river, ice had not fonncd along its margin, nor di(l I see any floating drwn, altln-iugh the thermometer for several days registered as low as 44 below zero, I)ut a steady falling of the water, averaging two inches a day had, however, been observed. I remain, Sir, Your obedient servant, ARTHUR SAINT-CYR, D.L.S. McCLIXTOCK RR'ER PORTAGE. BETWEEN THE HOOTALIXQUA RIVER AND FOOT OF MARSH LAKE— 2;t MILES. Feeling reasor.ably sure that the correctness of former reports of the navigability of the Hootalin(|ua River would be established by the ex- ploration party under my charge, I deemed it advisable to have this link between the two great sources of the Yukon examined that, in the event of the development of the district by the construction of a rail or wagon road, the de])artment would be fully conversant with the locality. I therefore detailed Mr. Morley Ogilvie to assist Mr. Saint-Cyr in the survey of Teslin Lake and the Hootalin(]ua River to the point where the Indian portage trail commences, then to " track survey " the coun- try to Marsh Lake and. thereafter, contiinie the .same work ;:outhward on Taku Arm of Tagish Lake and, returning along the western margin of the lake, to explore to the White Pass by way of Too-tshai River and lakes, that course having Ijcen much referred to of late as a more suit- able route between White Pass and Tagish Lake than the one in use. The work having been accomplished, I am able to report that the Portage trail ending on the Hootalinqua was found at a point some 42 miles by river from Teslin Lake (Lat. N. 60° 50' 14") at an abrupt turn in the river where Mary's Creek, a stream flowing almost' parallel to the Hootalinqua, enters from the west. The western side of ]\Iary's Creek was followed for some 6 miles to a flat bench (600 feet above the Hootalinqua and 000 feet above the ]\larsh Lake) forming the divide between its waters and those of the McClintock River which, from this jjoint, extend in a south-westerlv direction for some 29 miles, to where discharged in Lake Marsh near its outlet. The McClintock is a small stream which passes through an open valley flanked by high rolling hills and an almost continuous line of gravel and sand beaches, with a bottom area consisting of numerous swamps and hay meadows, the latter predominating, especiallv near its mouth. The higher slopes of the valley and the bench lands are covered with a growth of small size black pine, while spruce of fair dimensions was obsen^ed in secluded damp spots, and the swampv bottom lands sup- port a growth of scrub willow. O.V ROUTES TO THE YUKOS. 19 From the information obtained it is evident tliat this section of the country affords a very inexpensive route for a railway, wajfon road or trail to the Hootalinqua, thereby avoiding the canyon and rapid waters of the Lewes River. I might here point out that there exists another trail through the lovr open valley between the foot of Teslin Lake and the outlet of Tagish Lake (near the military post), but time would not permit of its ex- amination. The shore line of Taku Arm was defined to a point some miles be- yond the outlet of Toot-shai Lake and the latter river and lakes of same name were surveyed and noted to White Pass, with the result that the course from White Pass to navigable waters on Tagish Lake was found to be much longer, and through a very much rougher country tlnn that traversed by the present trail to Lake Beimett. RAILWAY ROUTE FROM CHILKAT PASS TO THE YUKON RIVER, VIA NORDEXSKIOLD RIVER— 245 MILES. A railway covering the ab5ve-named district may be commenced at a suitable harbour and town site on either Chilkat cr Dyea Inlet at head of Lynn Canal ; thence up the valley of the Cl.ilkat River for a distance of 20 miles to near the Indian village of Klookwan at the con- fluence of the Klaheena and Chilkat Rivers, where an elevation of 115 feet above sea level is gained. The course on this section would be generally straight between the points mentioned, and jmncipally over bottom lands of alluvial deposit, covered with a growth of scrub spruce and alders. If the west side, or from Pyramid Harbour, is selected, the line will cross the Kat-se-ka-hin, Tah-kin and Tisku, glacier-fed rivers, thence lip the valley of a slough of the Klaheena River, wl.ereas on the oppo- site side of the valley there are no entering streams, but a large slough of the Chilkat extends close to the base of the mountains for a great ]>art of the distance, leaving but little room for a road-bed clear of the foot slopes, which would, however, have to be used on either side, for short distances, at unavoidable points. l'>om the 20th to the 50th miles the valley of the Klaheena is follow- ed in easy bottom country somewhat similar to that first described, at the 38th miles where the Klaheena River is crossed, the ascent to the summit (3,280') becomes steeper, necessitating a gradient of 4 per cent for 12 miles to overcome it ; but this gradient can be reduced bv a more gradual rise, on a 2>4 per cent grade, commencing at the 28th miles (480') and using the mountain slopes formed of broken rock and gravel benches; or, another modification is suggested bv conmiencing a I >^ per cent gradient at the 28th mile and using the 'lower slope to reach a gravel bench at the 42nd mile (1,500') thence continuing in the bottom for the next eight (8) miles, with a 4 per cent gradient to the sunmiit. How^ever, all the engineering features above expressed can only be fully determined after a careful location survev has been made on each route. From the summit (3,280') at the 50th mile on to the yi^A mile (3,200') at the " height of land," the course is projected over easy, grass and heather-covered country with springy' slopes, and composed principally of earthy soils intermixed with loose masses of rock and boulders 2V2 20 imrour nr mii. jussisaa A branch of tlu- Chilkat is crossed at tlic 581I1 inilc. and the line carried tn the hack of a kiwih at the 59th mile, thence with a slight descent in the next !>{• niiles a small lake is reached, and fruni this point to the "height of land " the line is. with liRht >,Madients and few cnrves, projected over easy, prairie-like conntry, which contiiuies to the 7.^nl mile, where the Alseck River is crossed (.^2(X)') and the riKht side of the valley taken at the foot of heavy undnlatinj,' jjravelly conntry to the Hist mile, where the second crossing (100 ft.) of the Alseck is made (3.150'). From this p per cent. I'^roni the latter point to the summit, a distance of 2j J miles the ascent would I)e 2.512 feet, or at an average rate of 17 ])er cent, st) stee]> as only to I)e overcome by a cat)le line or the use of a rack rail. The cost of a bottom line would not be as great as the one projected along the mountain side and, of course, would not have its cai)acity on an equal power basis. From the sununit to Lake Lindeman. a distance of 8l^ per cent). How- ever, this course would not be practicable unless imder special power conditions and at an enormous expense fercd with spruce, pine, alder and pojilar. An ea.sier gradient may be ol)tained by extending tlie line from the summit to almost any j^oint on the west shore of Teslin Lake lioyond its estuary-like southern terminus, but es]iecially on to a terminus near the centre of the lake, as the ground for a railway is alike favourable, and a terminus on the lake proper would afTc.rd at least two weeks more comnnmication than if jilacerl at tlie first-mentioned point. Thus in- cluding distance for an easy gradient, the total length of the railway line from the head of Taku Inlet to Teslin Lake would be 145 miles. Such a line may be operated all the year, but \\\ conjunction with a service on Teslin Lake and tlic Hootalin(|ua only lietween June rst and November ist, and would cost, approximately, say $3,485,000, or $24,034 per mile. A wagon road starting from the same point and extending 120 miles to Teslin Lake can be built over this country at a cost of from $r,200 ON ROUT < TO THE YUKOX. 26 to $1,500 per mile, and a trail at from $100 to $250 per mile. The road and trail can be operated free from snow during the period above men- tioned. . Food for pack animals is scarce on the lower river, but in fair quant- itv from the summit plateau to near Teslin Lake. ■ I am indebted to Wni. Ogilvie, D.L.S.. and C. W. Hayes for informa- tion obtained from their reports regarding the route described as far as the divide, and from my own observations of the sloping groynd near that point to Teslin Lake. TRAIL— STIKINE RIVER TO TESLIN LAKE, B.C. Should it be considered advisable to construct a trail from the Stikine River, a short and good route, with few luidulations, and over which fast time may be made, would be to start from Shakes Creek or Glenora, on the Stikine River, and uj) the right side of the Stikine valley to the higher benches, thence through Telegraph Creek Pass and down the slopes of Arthur Creek to a crossing point on the Tahltan, l^elow the present ford, where a bridge 100 feet long (in short s])ans and on ]5iles or l)ents) will be am])le; I do not think that ice or logs run to any extent in this stream, which is too deep and swift to ford during several months of the open season. From the Tahltan crossing the trail should be carried with as light ascent to gravel benches and sloping ground and. again descending, continue for eight miles along base of hills to the Koketsi divide, thence up the north fork to its head, in Level Mountain, and over a low sum- mit to the head waters of Doo-de-dontooya, thence along foot of slopes of Level ]^Iountain (and on the east side of ^losquito and Koshin val- leys) to the Nahlin River, which would no doubt require to be bridged in a manner as descri1)ed for the Tahltan. From the Xalilin River the route should continue along the east side of the valley to Teslin Lake, thus securing firm gravelly ground with slight undulations, and cross- ing the few streams encountered, where small and in defined courses. It would pass through and near good grazing grmuids. A trail constructed on the above course will be about 175 miles in length, and will cost from $100 to $250 per mile, according to its com- pleteness and capacity to stand the wear and tear incidental to a large amount of travel, and as it is likely that the travel will be heavy, with many more animals passing over than the lotal " feed " to ha. found by the way will sustain, " cache " houses should be erected at reasiinable intervals in which jiackers doing business on the route may store feed and grain. The trail should also be constructed m a substantial man- ner. In bush (ir scrubby land the clearing should be at least ten feet in width, and the moss and turf removed for the entire width, that the sun's rays, light and air may the more rapidly dry up the moisture, and thus help to ])reserve the road. The base of the trail should be at least four feet wide on level or gently sloping ground, and formed, as far as possible, on a natural foundation from cuttings, and the material removed, if not required for embankments near by, should be '' wasted " clear of and below the elevation of base. A trail so constructed will ensure good footing on ground so compact as not to be churned into holes, ruts and mire, in 26 REPORT OF MR. JENNINGS wet weather, or so loose and friable that the water discharged from the clouds or the hill side above will wash it out, or form guttering channels in its line. Soft, marshy ground or swales should be logged, brushed and top- dressed with coarse, gravelly material or broken stone, care being taken to make ample provision for the passage of water, with ditches above leading to the openings and an off-take ditch to carry the water away from them. Streams should be suflficiently bridged as their dimensions demand. Smaller streams can be economically spanned by structures formed of round logs, which are to be found where required. They should be finished with a path of coarse gravel or broken stone, held in place by side timbers, securely fastened to the cross pieces below. Where fords are practicable they should be adopted (as the pack animals require water) and care should be taken to see that they have easy and firm approaches, such crossing places should be freed from boulders and other obstructions to the safe passage of animals, and flatted side logs should be provided for the passage of pedestrians. A trail as above described can be built in two months or less from time of conmiencement, provided that arrangements are made at an early date for men, supplies and transport. Various other routes might be referred to, but as the country gen- erally has the same characteristics it seems unnecessary to describe them, and as developments occur and localities demand, so trails, as above described, may be built in a rapid mantier. WAGON ROAD— STIKINE RIVER TO TESLIN LAKE, B.C. A wagon road may be constructed on the general course referred to for a trail, but with a slight addition in length due to the fact that it should be carefully located with gradients not exceeding 5 per cent, and these only at unavoidable points. The clearing should be made at least 25 feet in width, and the moss, &c., removed from the area to be occupied by embankments, and from the slope above side hill cuttings. The road should have a base of at least 12 feet, and. where made on ground sloping transversely, be formed two-thrids in cutting. Passing places should be provided. To thoroughly sustain heavily loaded wagons the bridges should be designed and built on a more substantial plan than suggested for a trail'. In other respects, where applicable, the mode advised for trail con- struction may be followed. A substantial road can be built on the above route between the points mentioned in QO days from time of commencement, for a sum not ex- ceeding $1,400 per mile. Cost and maintenance of a mule train on route between .Stikine River and Teslin Lake; also estimate of season's results in packing a round trip distance of, say 3CX) miles, light one way, and allowing that the beasts be well fed and cared for : ox ROUTES TO THE YUKON. 27 Cost of jiack train cojisisting of 50 animals, larp, young and strong with " rigging," &e., complete. Dcliverfd at Telegraph Creek. S 3,750 00 Interest on and depreciation of outfit at 15 p.e. per annum 562 50 Feed— "5 tons chopiicd stuff at $40 3,0f)0 00 40 tons hay nt $15 (100 00 1 herder and general man, iier annum COO 00 1 " " man's food, per annum I."i0 00 1 foreman packer, 7 iiionths at .'?150 {rates paid in 1897) 1,050 00 3 ordinary " 7 " 75 ( " 1,575 00 1 cook for " li " 00( " ) 3t;0 00 Food for 5 men (i " season f*'^ 5!! Repairs to rigging, shoes, &e ^W» 00 'lotal S i<.5i>7 50 RESULTS. Allowing four animals for packers' use, two out of service, one carry- ing kitchen and food for packers, and three distributing food along trail, &c., leaving forty paying pack animals. Estimating that eight round trips be made in the season,, each ani- mal carrying 300 lbs. paying cargo. 300 X 40 — 12,000 X 8 — Ofi.OOO lbs. at !)c. per lb. or net cost, .S 8,(i40 00 Season's profit at 12c. ijer pt)und $ 2,880 00 The above mule train would thus only be able to convey one year's food supplies and outfit for 48 prospectors; t' crefore, if a large number pass over this route, more animals will be required to transport them than can find food along the trail, therefore it is obvious that a supply of grain, &c., will have to be distributed along the trail and cached, in readiness for feeding when the grass gives out or is destroyed by fire or frost. Assuming that one person consumes 4 lbs. of food per day and the charges therefor are as under: IJi lbs, bacon at 13J! cts 20 cts. ij " fluurat3icts 5 " 4 " beans... 2 " 4 " sugar, tea, apples, &c 10 " 37 cts. Freighting from Victoria or Vancouver to Stikine River 4 " Stikine to Teslin, 12 cts 48 " Cost of one day's supplies for one man at Teslin 81) cts. 191 T REPORT OF MR. JENNINGS PERMANENT WAY. Materials, &c., required for one mile of railway track, &c., in position on formation : Steel rails, 5(i lbs. por 1. yd., 88 tuns, i?:W ................ . . Allele plates, 2 ft. long, IS lbs. eacli, 176 joints, 4 bjlt holes, 704 plates at 18 lbs., 12,000 lbs. at 2 cts Bolts, !f-in., round, oval nock, 1 lb. each, 1,408 lbs. at 3i cts. . . Spikes, 5.)s x ft in.. 6,000 lbs. at 2^0 ■ Ties, spaced, 2 ft., centre to centre, 3 ft. 6 in. by 8 in, face, 2,640 at 25 cts. . . Washers, \ ulcanite Tracklaving, permile , ^ o5?> I!!! Ballasting, per niih', 2,000 cubic yds. at 40c 800 00 Total. Steel rails, 70 lbs., 110 tons at 830 Angle plates, 30 lbs., 704 i)lateH, 21,120 lbs. at 2 cts. Bolts (6 holts) 1 lb, each, 2,108 lbs. at 3.1| cts Spikes, 5A x ^ in., 6,500 lbs. iit2i cts. Ties, 2,040 at 25 cts $ cts. 2,640 00 252 00 49 28 150 00 61)0 (X) 25 00 Washers Tracklaying, per mile 8 250 00 Ballasting, 2,000 cubic yds. at 40 cts 800 00 Total 3,776 28 1,0.50 00 4,820 28 3,300 00 422 40 73 98 162 50 060 00 25 (X) 4,643 88 1,0.50 00 5,693 88 Cost of constructing one mile of roadbed. LIGHT WORK. Clearing, 9 acres at .S25 Close cutting, 2 acres at S35 < Irubbing, 2 acres at S50 Karthwork. 1,5,(HK) yds, at 25 cts Rockwoik, 1,(XX) yds. at 81 Structures • •■■•■••••• Engineering, 8600 ; stations, &c., 8150 ; water supply, 8150 ; telegraph line, 8110 Sidings Contingencies 10 per cent . Permanent way (light rails, 56 lbs.). Total 8 cts. 225 00 70 00 100 00 3,750 00 1,(XX) (X> 800 00 1,010 00 350 00 ",305 00 730 50 8,033 50 4,826 28 12,861 78 ON ROUTES TO THE YUKON. 29 Cost of constructing one mile of railway. MEDIUM WORK. Clearing, !l aoren at .'?20 Clone cutting, 2 acres at !?30 Gnjbbiug, K acre at .^50 Earthwork, 20, WM) cubic yivrds at 25cts Kock work, 20,0(K) do %\ Structures v • '^ ; ' ■ ■»; ; A ' Kngineer, .S700 ; teleKriiph, -SllO ; stationx, &o., 8150 ; water wninUy, .9150. .Sidings ContinReneies 10 per cent . Permanent way (heavy rails, 7" lbs.). 'I'otal !? ct». 180 1. Structure^ . Engineering, .'J700 ; telegraph lines, s^llo ; stations, &c., 15150.. Water supply, S150 Sidings Contingencies, 10 per cent., Permanent w.ay (light rails, 5(1 lbs. ). Total 8 cts. 225 00 105 00 120 00 2,3.S2 ,50 10,350 00 1,000 00 1,110 00 400 00 15,042 ,50 1,.5()4 25 17,200 75 4, .820 28 22,0,33 03 Stikine River Section — 30 miles. CLASSED AS MEDIU.M. 30 miles of railway line complete at 822,000. Dock siding and freight house Bridge over river Total. 8 eta. (iOO.OOO 00 (),000 00 ^ii,»m 00 740,000 00 80 REPORT OF MR. JSNXIXOS Whole section, Stikine River to Teslin Lake. 30 miles as above 125 " litfbt at 813,(KX> 30 " hcavv at «:«i,(KX) 23 " niHflium at .<«22,000 ... 208 " say 811t,000 per mile- Grand total. RoUijig stock as per list. $ cts 7-J0,(MH) 00 l,(iL'5,()tM) 00 ],(>80,'>0() 00 (lOtJ.OOO 00 a,!),'J7,«K) 00 STIKINE KIVER AND TESLIN LAKE, B.C. KSTIMATK FOB ELKCTRIC RAILWAY. Length— 165 miles. Five iKiwer stations complete with hydraulic plant, &c Twenty large cars, fitted with 4 motors each Railway line fitted with feed and other wires, kc « o afin nnn m Dynamo.s and " lioosters r« ^850,000 00 Railway liue-liglit rail Wharf at each end, also freight horises Two construction engines and 40 cars ■> Annual Cost ok Opkuation. Interist and^depreciation on 82;8o6;000 aVlO "lieV cent'. '. ". '. '. . '. '. • 285:o(K) 00 1iota,l ji 340.000 00 100 Sav 3 steamers plying on Stikine, bringing on average : I)ro.spectors per day for 4 months-12,tK)0 passengers- 165 miles rail haul at 5 cents per mde— 88.25. ..... ......? And ^ of a ton of freight per man— 0,000 tons at §50 per ton 99,000 00 450,000 00 -S 549,(KK) 00 Expenses as above 340, (K) 00 Profit and loss 8 209,000 00 STIKINE-TESLIN LAKK ROUTE, H.C. As the cost of freighting is of interest in this connection, the under- noted statement may be of vahte, but it must be borne in mind that it is based on the assumption that the animals are supplied with food for the greater part of the year, whereas it is likely that those worlang cii this route would be removed at the end of the season to a locality where they could be kept in the open and without expense except for the wages and keep of a herder. ox ROUTES TO THE YUKON. 81 I Calculated cost of mules, wagons, &c., delivered at, say, Gleiiora, food and expense, for a season's work of six months, teaming between above points — 150 miles each way, returning light : Ten large team luuleH, each $ l.'K)'* 0() Ten sets Imrness, i^(;., «(2"> each ^i>0 <*<• WagoiiM, tent, kitchen, i!l:c 5(H) (Mj Total cost of plant * 1,750 (Ki Interest and flc]irt'ciation, 15 per cent ■•? Keep iif iininiulK, ti niiintliH - IHtt (lay.i ; each aniuinl Ki pminils iiay and 10 pnumlH oats |>er day ; 10 .v ll)=ltiO x l.HO^"_'8,000 pounds hay .<<40 per ton* '. * .W) (Xt 10 X l(» = 10(l x 180 = 1«,OIH» pounds oats at 840 per ton ;«iO 00 Teamster, (i months, at 875 450 Oil foodati?15 '.lo 00 •' boy and f(Kxl 125 00 Rephirs and shoes, &c 150 00 202 50 1,751 00 Total « 2,013 50 Say, 10 tiips in season, each of W tons net = :?0 tons = S(2,013.50-^30 = ?fi7.12 per ton. Cost 1 ler ton 8 67 12 (lovernment toll on, say, road=one-half cent per pound 10 00 Total, per ton 8 07 12 = 3'85(> cent per pound. *As a considerable quantity of green "feed" is to be' had en route during the greater part of tlie season, the amount of hay may not be required. Food and other supplies required by one man for one year's main- tenance in the Yukon District: 13ic. FOOD SUl'l'LIES. 400 1. IS. Hour (Hungarian), at 3Jc 8 500 50 50 100 40 10 40 10 40 40 50 13 10 20 1 l)ac m at oatmeal . pilot l>read beans (Bayo) at 3 evajHirated apples at fitc " onions at 40l' " potatoes at 25c tomatoes s])lit iK-as at 2ic rolled oats at 3;Jc sugar (granulated) at S^c tea at 25c green coffee at 25c salt at Ic pepper mustard at 40c J " si)i(es at <)0c 2 " baking soda 1 duz. Johnson's Extract of Heef, 4 oz., at 84.50 perdoz. 3 His. soup vegetables at33c 3 " lime juice taljlets at 30c 1 tin matches ] box candles Baking powders in tins 10 liars Koaj) at 50c., 4 at 50c .\ doz. condensed milk at •'*2 per doz ... 10 lbs. currants and raisins 13 00 67 50 1 80 2 (X) 3 (M) 2 00 4 00 10 00 2 50 1 00 1 30 2 03 3 25 2 50 20 40 20 30 40 4 50 1 00 !»0 1 00 1 75 10 00 1 00 1 00 80 (Jross weight, say 1,000 lbs 8 140 53 In packing food or other supplies, boxes should, as far as possible, be avoided, and sugar, flour, Ijeans, &c., in addition to the ordinary sacking, be placed in canvas bags. Packages should not be over 30 32 HEt'ORT OF MR. JENXlNdS inches ill length, and 14 to 16 inches in diameter, and not more than 50 lbs. in weight. I also add a list, with cost, of articles which one prospector should take with him to ensure comfort, and the means of making his venture a success in paying ground. If prosjjectors form ])arties, a saving in articles, cost and transport charges may be made per man proportionate with the numerical strength of each party. Articles ref|uircd for boat, sluice and house building; also for pro- specting and placer mining: 1 llUCkct (lllMKIK'tic) ClillipiVHI) 9 1(10 li Ills. i|iiiclk needltw 16 *} 11). twine (pack) 13 '1 V)all heavy twino .50 *200 ft. i-in. rope 73 I ft. Ain. roi; "100 1 iipe. I 00 % 24 40 The articles marked thus * in above list are sufficient for a party of six. Articles required for Boat, .Sluice and House Building ; also for Prospect- ing and Placer Mining — Continued. U lbs. wire nails, eacii 2-ineli and Itincii .■? (10 2 " " l-inch and lA-incli 40 1 file for each kind of saw (4). . . . " (M) 2 mill saw tiles, 12-inch, for sharpening axes, &c 25 1 small whetstone 15 1 sheet emery cloth each, mediinn and fine 12 1 chisel each A-incli, l-inch, and lA-inch 1 23 1 conimi in rufe 20 1 lead iieneil 05 1 drawknife 50 3 lbs. caulking cotton for lioat 75 3 " i)itch, mixed, for Ixtat .")0 2 pairs rowlocks for l)oat 7.5 1 sheet iron stove with oven and pipes 7 00 1 nest of tin kettles 1 75 1 tin teapot 40 2 bre.-id pans 60 2 wash basins (1 for bread) (I 30 1 l)utcher knife, 9-inch 25 1 coffee mill 75 2 fryinif jians, 10-inch 40 1 iron fork 10 3 iron s|K)ons, long ladle, 12-inch 25 tin j)lates 25 3 " bowls 21 1 " cuji 10 .S " teaspoons 05 3 " tablespoons 10 3 pairs kni ves and f< irks .... 75 yards cotton for dish cloths, &c 50 2 canvas buckets, 2-gallon . 3 00 8 22 88 I ON HOl/TES TO rriK YUKON. ss 'llic loi'ls oininicratcd above, also tin kcttlos and buckets, ample for a party of six — spoons, plates, &c., for a party of tliree. rKU.SONAL Kl-'FKCTH. 1 piiir KMiii luiotn $ liin^, I'J li'iillii r IhiiiU. heavy lai'cd hootH " HlijumrH nil)li(^rH " (fIdVI'S Wdolli'ii mitts H'IRK'''"' Nlllllkcil fflllMM Huow .■;ht dral) linen thruad 2 papers needles to suit 2 ilariiiiiK needles ... 1 hank each hlack and white yarn .\n assortment of linttons 1 bnckskin 1 pound liahiche for snowHljoes 5 (K) n m •A W) 1 (K) 1 (HI 1 25 (1 M II fid .". (HI ,' ft 2 paii'.s blankets, 4 points and bag for ditto 1 small looking glass 2 towels 1 towel, bath 1 comb ... I brush, each, teeth, 2.-)c. ; hair, 75c . 1 doz. (I? grs. ) (|iiiiiiue pilla 1 box anti-billious pills .. 1 small roll sticking plasll'r tape \ i 1 " lint.... I j 2 bottles painkiller I j 2 " Jamaica ginger ] (Jood for a party of six ', 1 small bottle chlonulyne .... I 1 pot vaseline 1 I 1 scissors, ordinary I I 10 (HI 1 (Ml 1 25 3 (VI 1 50 18 00 15 .W 50 10 1 00 25 25 II 25 (I 10 40 oO II 2.^) (I 25 25 S 39 30 m 84 itisroiiT OF Mil. ./ir^ViV/iV^/.sr 1 Kill-iK't, !(ll)N.,Mit,v5l) ft, loiiK. •Mil. Ill' H.^ ill. iiiiwli wliiiii MtrtitoliiHl.9 UiO ft. (I('i'|i Mia line lorilittd M do/. UHttdilcil I'y" tinli liiiiikM It Hiicii't ciiiiiiiiciii lixliinK liiK'M 2 li'iiwliiiK liiii'S, loo ft. i-iu'li . H|I(HIIIH 2 (ixtra triple li(NikH, lioitvy fur " ^iftn'mK " HhIi. . . . I III. nIicI'I llMul I ill. IiiicUkIkiI . •••..■• I ritlf, lit{lit, Miiy 44 M " i!iirtri(ljft<«, liullnt . . iV) " " Hllllt 1 Htnu^lit kiiifi', v\ ili'ii liiinilli', liliuli' i> in. Ioiik. I li^lit, licit an I .^liiiUli fur li si.K. I r f •r4 i a' ^ s £^W^ yi4mA^ \y -Jo-} '-'-'- Ocean. yKileS '-. Ocean. Sh^e^,ff^fJ' O mm ■taw limlMijIriirliiiil ty/yKe, — . CA^^^i/nfiyi^ot^ytey ^^:^ Te^sliw-Ci- Tesl-irvL- ^26J^Ue^ T&s/tn L '0 llUjllMjhlllljIllI O Join 7ffn "TT ^ 7 -ac-. I r-ff'-^^"'%^>^■ ■r W - - - *^i fefc>^^-' • Jt— ^ • I I I I -1 — V ^ ^\ '^'*-''-~*-V/*-»-«4-r ' ^j^u ?n7* " ■-^- — s^ *-".^>^'"" I a f '^frt »*>wu», ,,„ ^ \ X (V ^ fi * ^< In .-^ %Cf >< 3ito ■ r»^ ' 9200"; ^-^ ^^•^c C^^a^ft^ / jjr^tr?W/<*7