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 2 
 
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 1 
 
 2 
 
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 4 
 
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\ 
 
 !,-. ■ ■ , . ;• «.i 'I 
 
 ^ 
 
 y 
 
3 .■ 
 
 \ f 
 
 4- 
 
 '^■\ 
 
 CORRESPONDENCE 
 
 RELATING TO 
 
 .^^ 
 
 m mmrn railway 
 
 , Hi 
 
 FROM 
 
 \^^ 
 
 HALIFAX TO QUEBEC. 
 
 .• ^■: 
 
 \i !;.-V 
 
 FB£D£RIGTONr 
 
 'i9. NMNOir, rMRTm TO TBS ^OUIl'a MOIT IXCItUlIT MAiMTT. 
 
 1852. 
 
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 '-Wv^t$ 
 
 
 
 
 A^.l^'J 
 
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 CCIRESPONDENCE 
 
 
 RELATING TO 
 
 H^^4^' 
 
 THE PROJECTED RAILWAY FROM 
 HALIFAX TO QUEBEC. ,> 
 
 V,' i 
 
 Copy of a Despatch from Earl Grey to Lieutenant Governor Sir 
 
 Edmund Head, Bart. 
 
 Downing Street, lOM ^pril, 1849. 
 Sir, — 1 have to acknowledge the receipt of your Despatch No. 1 , 
 of thH 1st of January last, containing observations by Mr. Wilkin- 
 son, of Fredericton, on the joint Report of Major Robinson and 
 Captain Henderson, on the proposed trunk line of Railway from 
 Halifax to Quebec. 
 
 Having judged it proper to furnish Major Robinson with a copy 
 of your Despatch and of its enclosurr . I now transmit for your 
 information the copy of a letter which I have received from thai 
 gentleman, enclosing his reply to Mr. Wilkinson's observati(mSk 
 
 I am, &c. 
 (Signed) GREY. 
 
 Sir Edmnnd Head, Bart., &c. &e. &e. 1 
 
 Enclosure in No. 2. ^ 
 
 Portsmouth, 30th March, 1849. 
 
 Sir, — In reference to your letter of the 10th February last, 
 transmitting to me, by direction of Earl Grey, the copy of a 
 Despatch from the Lieutenant Governor of New Brunswick, and 
 containing a copy of certain observations which have been made 
 by Mr. Wilkinson upon the joint Report of myself and Captain 
 Henderson, on the proposed trunk line of Railway from Halifax to 
 Quebec, and acquainting me that his Lordship would be happy to 
 receive any remarks which I might wish to offer on the subiect, I 
 have the honor in reply to submit through you, for his Lordship's 
 consideration, the accompanying observations which T have made 
 in reply to those of Mr. Wilkinson. 
 
 I beg leave at the same time to state, that these would have 
 been forwarded to you at an earlier period, but for many interrup- 
 tions which have arisen from my own present professional duties. 
 
 I have, Sec. 
 (Signed) Wm. Robinson, ^ 
 
 Capt. Royal Engineers, Brevet Major. 
 Hemwn Merivale, Baqaire, &e. &e. &e. 
 
 A''\\ 
 
if 
 
 I 
 
 III 
 
 )/;>H/ 
 
 
 iy 
 
 Reply to tlie observationH made by Mr. Wilkinson, of Fredericton, 
 upon Major Robinson's Report on the proposed Trunk Line of 
 Railway from Halifax to Quebec. , ,j , 
 
 Sir, 
 
 ^. . Portsmouth, 30M March, 1849. 
 ■Mr. Wilkinson was one of the civil surveyors employed 
 
 on the exploration Railway Survey in British North America, and 
 was engaged on that duty from the lUth of June to the 31 st of 
 December 1847. 
 
 The portion of country for which his services were required, and 
 to which his attention was directed, was the difTicult and hilly 
 (if not to say mountainous) portion lying between the upper part 
 of the Restigouche River and the Saint Lawrence, near to where 
 the latter receives the waters of the Trois Pistolles River. The 
 object he had to accomplish was to find a practicable line through 
 this country for about 70 miles, and by so doing, to complete the 
 exploration of a central and direct route through New Brunswick 
 to the Saint Lawrence. 
 
 The account of this exploratin is given in his Report, which 
 forms Appendix No 3 to the General Report. 
 
 It was entirely unsuccessful. The difficulties of the ground 
 tried by him were too great to be surmounted. 
 
 !n the opinion expressed by the Lieutenant Governor of New 
 Brunswick of Mr. Wilkinson's great experience in surveying, and 
 that he possesses considerable knowledge of that country I most 
 willingly concur. 
 
 But as it aJQTects the question now between us, viz. the relative 
 merits of two lines for a Railway, 1 beg leave to express a doubt 
 whether Mr. Wilkinson has had any experience as a civil engineer, 
 or has had sufficient opportunity of acquiring such a practical 
 knowledge of Railways, as to give any unusual weight to the 
 observations he has offered upon my Report. 
 
 ! make this preliminary remark, because it will be seen from 
 what follows, that we di£fer, at the first starting, upon one of the 
 most essential attributes of Railways, viz. easy grades. 
 
 In gaining the head waters of the Green River, Mr. Wilkinson 
 encountered in his progress from the Saint Lawrence a narrow 
 valley of four miles in length, decreasing in width until at its ter- 
 mination it was merely a ravine. A section of it was made with 
 a theodolite and the levels taken. 
 
 Viewing it in a favourable light, that is, supposing the line could 
 have been made in one slope, from its commencement to its termi- 
 nation, there must have been a grade of about 1 in 49, or a rise of 
 I07i feet per mile for four miles, and involving heaving cuttings 
 and embankments. 
 
ericton, 
 Line of 
 
 1849. 
 
 inployed 
 rioa, and 
 e 31 St of 
 
 red, and 
 and hilly 
 pper part 
 
 to where 
 er. The 
 e through 
 iplete the 
 runsmck 
 
 9rt, which 
 
 le ground 
 
 or of New 
 eying, and 
 try 1 most 
 
 he relative 
 ;s8 a doubt 
 
 I engineer, 
 % practical 
 ;ht to the 
 
 seen from 
 one of the 
 
 Wilkinson 
 ;e a narrow 
 
 II at its ter- 
 made with 
 
 e line could 
 
 ;o its termi- 
 
 or a rise of 
 
 Dg cuttings 
 
 Speaking of this pa^'-t, over which I passed myself and examined 
 it carefully, Mr. Wilkinson thus reports : — 
 
 ** But upon examination of the last four miles the rale of ascent 
 proved to be much more objectionable. 
 
 " The result, however, of a series of elevations and depressions 
 taken by your direction over this portion of the route, and which 
 at leisure moments have been somewhat hurriedly computed, do 
 not warrant me in saying that the rate of inclination of the four 
 miles in quesiion is more than objectionable. 
 
 " Its practicability is, I believe, proved by at least two examples 
 of mucli steeper inclined planes, daily ascended by locomotive 
 power with both passengers and freight. 1 refer to the Lickey 
 inclined plane of 1 in 37 on the Birmingham and Gloucester Rail- 
 way, and another of 1 in 31, which 1 understand to exiiit on tiie 
 Hartlepool and Stockton." -i ^ 
 
 These heavy grades on the English Railways quoted are but for 
 very short distances, and not to be compared to the long one met 
 on this part of the exploration, and even as short as tliey are they 
 are most objectionable. 
 
 The effect of heavy grades upon a line is to increase greatly the 
 expense of working. As the ascent increases, tiie power of an 
 engine to draw freight diminishes rapidly, whilst, at the same time, 
 the strain upon tiie rails is most detrimental to the durability of 
 the road. 
 
 An engine which could draw a load of freight up a moderate 
 grade of 30 feet per mile of 144 tons, would, on an incline of 1 in 
 49, draw only 36 tons- As a remunerative line, so far as it 
 depends upon the heavy freight to be expected between Quebec 
 and Halifax, it will depend greatly upon the expenses of working 
 it, and these depend most materially upon the nature of the 
 gradients. 
 
 Mr. Wilkinson speaks of a long grade of four miles, rising I in 
 49, as being nothing more than " objectionable." 
 
 I consider it as being next to impracticable ; and as it is most 
 probable there would be others of a similar nature, in descending 
 on the opposite side, in connection with other heavy grades, though 
 not so great, I should condemn such a line and look for another. 
 
 Mr. Wilkinson and myself have therefore i.idely different views 
 as to one of the qualities of a good Railway. 
 
 The shortest line between two points may not be the best. 
 
 A circuit with easy grades is far superior to a shorter route with 
 heavy ones. 
 
 I now proceed to consider the observations which Mr. Wilkinson 
 has deemed it his duty to make upon my Report. 
 
 ^^ 
 
 b: 
 
 ^^nLTi .iir--- 
 
f ' 
 
 f/. 
 
 The purport of the first portion of his objections I take to be as 
 follows: — 
 
 1. That the Report is too peremptory in the recommendation of 
 the Eastern or Bay Clialenrs line. 
 
 2. Equally too peremptory in the condemnation of any more 
 direct or central route. 
 
 3. That he has looked in vain for reasons of adequate force and 
 validity to concur in that opinion. And, 
 
 4. That he is of opinion that sufficient efforts have not been 
 made, and that consequently more explorations and surveys are 
 desirable, either to improve upon the central route through New 
 Brunswick, together with, if possible, a continuation of it to the 
 Saint Lawrence. 
 
 These objections I shall endeavour to answer by stating what has 
 been done on the central line. 
 
 Mr. Wilkinson, having joined the exploration survey in the 
 second year of its labours, and having been exclusively employed 
 upon the portion of it alloted tu him, may be presumed to be 
 ignorant of much or all that had been done in the previous season. 
 
 The reports and proceedings of the surveyors were not submitted 
 to him, and it is not probable that he has ever seen the plans and 
 sections of that year's explorations, which were sent home with a 
 preliminary Report by Captain Henderson. 
 
 These plans and sections related principally to the central por- 
 tion of New Brunswick, to which the energies c' Captain Pipoii 
 and his parties were that season chiefly devoted. 
 
 Mr. Wilkinson has not, therefore, had the same facilities or data 
 for forming an opinion of that difficult country as the officers 
 employed have had. 
 
 It may be otherwise, but I do not think that he has himself ever 
 been in or seen that part of New Brunswick, and mere inspections 
 of the published maps are not calculated to give a practical know- 
 ledge of it. 
 
 In the first season, this country was traversed by our parties, 
 not only in the direction of the line, but an expedition under Mr. 
 Grant, a surveyor and draftsman also, of great experience, and of 
 the Crown Land Office at Fredericton, (to whose valuable exer- 
 tions and zeal, even to the risk of his 'life, the service is deeply 
 indebted), was sent up the Tobique Valley for the express purpose 
 of examining that long mountainous ridge which continues from 
 the mouth of the Tobique River until it joins on to the highest moun- 
 tains in the centre of New Brunswick, the object being expressly 
 to find the lowest and most favourable point at which they could 
 be passed. 
 
 Mr. Grant took with him Indians, as guides, from the village at 
 the mouth of the river ; persons to whom the whole district was 
 known, forming part of their hunting grounds. 
 
 i ^ 
 
Tt should be mentioned that Mr. Grant did not confine himself 
 to boating up and down the different streams, but ascended the 
 highest ground he could find, and took views of the surrounding 
 country. 
 
 The result of this expedition was that in the ensuing season the 
 surveying and exploring party succeeded in finding a practicable 
 route across the Tobique Valley, and on to the Restigouche River. 
 
 Whilst Mr. Grant was thus engaged on the western side of the 
 central group of mountains in New Brunswick, Captain Hender- 
 son was on the eastern side, and ascending high ground, also was 
 able to obtain a good knowledge of the nature of that part of the 
 country. 
 
 These gentlemen have therefore had the advantage of having 
 seen and been engaged in the country of which they make mention 
 in their Reports. From Mi . Grant's, which has not been published, 
 I make the following extracts: — 
 
 " From the surveys and explorations made in the Tobique dis- 
 trict, 1 have the honor to lay before you the following Reports of 
 the prospects afforded of finding a practicable line through that 
 difficult section of country. 
 
 *' In carrying out the project of a Railway from Halifax to 
 Quebec, I had, by a careful examination of several maps of the 
 intervening country, from the shed of the waters, combined with 
 such local information as I could bring to bear on the subject, cor- 
 rectly anticipated that one of the great difficulties would be the 
 passing an unbroken range of high lands extending from the 
 River Saint John, below Tobique mouth, to the northeast, lying 
 between the head waters of tributaries to the Rivers Miramiohi and 
 Tobique, and connected with Blue Mountain, and the mountainous 
 district of Restigouche. 
 
 ** As this bar extends completely across the face of the country, 
 it of course follows that one of the most important preliminary 
 steps is that of ascertain ing the lowest points of transit across it, 
 as the one easiest of access from both directions must become a 
 fixed point, and to a greater or less extent influence both the direc- 
 tion and gradients of the line on either side of it. 
 
 ** On my arrival at the Blue Mountain, I ascended to one of its 
 summits, and had a most extensive view of the surrounding coun- 
 try, of which I made a complete panoramic sketch, with compass 
 bearings, to such of the principal elevations as were known to the 
 Indian who accompanied me. 
 
 " A continuous range, as already stated, extend from the moun- 
 taiuous district in the vicinity of Nictor Lake, and the head 
 
 Quarters of the Tobique, and' separating the tributaries of the 
 tivers Miramichi and Tobique, until it connects (some distance 
 below the Red Rapids) with the great mass of high lands extending 
 upwards from the River Saint John." 
 
 /;' 
 
'T' 
 
 Hi 
 
 * 
 
 I 
 
 Mt 
 
 8aV8 
 
 8 
 
 Speak inf^ of the opposite side of the Toblnue Valley, Mr. Grunt 
 tV8 :-," To the north and west of the highlands at tlje head of 
 Tfiree Brooks, and as far, I presume, as the highlands near the 
 Saint Lawrence, there is a table land about iOO feet above the bed 
 of the Tobiqne. Viewed from an elevated position, this section of 
 country has tlie appcnrnnce of a widely extended plain ; but on 
 examination is found to br cut up (wherever there are water- 
 courses) with deep ra^ inet, of from about 100 to 300 feet, and 
 which are likely to create a very heavy expense in bridging and 
 viaducts." 
 
 To cross the Tobiqne River at the desired point, a very heavy 
 bridge and viaduct are reported necessary, as the height of the 
 bank on one side is mucl; higlier than tliat of the other. 
 
 It will be observed that Mr. Grant speaks of this ridge of high- 
 land on the south side of the Tobiqne River as being continuous 
 and unbroken, extending as a bar completely across the face of 
 the country. 
 
 An assistant surveyor, who was employed for two seasons on 
 this part of the central line, speaks of these hills as being ** high, 
 and extending in an unbroken chain from 30 or 40 miles, increas- 
 ing in height until they meet the Tobique Blue Mountains, said to 
 be more than 2000 feet above the sea." 
 
 From the point on the ridge where the line passes, to the bed of 
 the Tobique River, the levels were taken instrumentally and 
 barometrically. 
 
 From the results so obtained, which were found to agree very 
 closely, the summit level of 1,216 feet was obtained. ; '. 
 
 It is of course within the limits of possibility, that there may 
 exist some gap in this chain bv which it could be passed at a 
 somewhat lower level, but it is highly improbable that there should 
 be, and that it should have been unknown to the Indians, and 
 undiscovered by our exploring parties. 
 
 In the country, more to the westward, and nearer to the Saint 
 John River, a line for a mail route had been explored between 
 Fredericton and the Grand Falls some years before, but the ground 
 was found very unfavourable, even for a common road, and it was 
 never carried out. 
 
 Previous to our parties commencing their operations in the 
 country, there had been officers ejfploring throngn it for the pur- 
 pose of making a great military road from the River du Loup, on 
 the Saint Lawrence, through New Brunswick, as far as the Bend 
 of Petitoodiac. 
 
 Their Plans and Reports were sent to ns, and we had the benefit 
 of their experience. 
 
 They m t with altnost insormonntable difficolties in the centre 
 of New Biunswick. - -v-^- 
 
 
The Commanding Royal Engineer in Canada, in his Report on 
 thiHline, dated 20th March 1815, writes thus .'—Paragraph J8, 
 " From the I '{7th mile, wh»'u the Hurveyed lino goes Hontlieasfc to 
 the Tobimie River" (but that line, and along the Odell River, was 
 found dimcult and indifferent for settlcnient.) Paragraph ^9, 
 •• The chained line follows the Odell to the Forks, and afterwards 
 deviated to the northeast, so that the actual line of road may be 
 somewhat shorter " Paragraph 20, " This part of the road, how- 
 ever, from the 137th mile (going southerly) to the 189th mile, 
 shown by the dotted line, will require further examination, it 
 having been found impracticable during the working season of last 
 year." i' 
 
 This was for a distance of fifty two miLs that so much difTi- 
 culty was found for a common high rotul. 
 
 The Commanding Engineer afterwards reported his opinion that 
 it could be passed with grades of 1 in 15. • • * 
 
 To have tried more to the eastward would have been increasing 
 the altitude above the sea, and becoming more involved in the 
 heart of the mountains. 
 
 It is rather remarkable, and may not be considered irrelevant to 
 the subject, to state here that there were parties in the country 
 then who objected to the line for the military road passing centrally 
 tlirough New Brunswick. 
 
 In paragraph 32 of the Report quoted, the Commanding Engi- 
 neer says, " It is of course to be expected that the formation of 
 any new line of road must be displeasing to such persons as may 
 be established in other parts, and may conceive their pnrticular in- 
 terests to be injuriously affected by it. While this road was being 
 surveyed, objections were made to the course of the explorations. 
 
 The parties objecting were in favour of going round by tlie 
 Metis and Kempt road. 
 
 Mr. Wilkinson observes, " That an exploration by t'le way of 
 the right hand bank of the Tobique, towards Boiestovt , was sug- 
 gested at the commencement of the season of 1847." 
 
 '* It might not have been successful, but it offered the greatest 
 probability of success. It is obvious at least that the suggestion 
 could proceed only from the anticipated failure of the route adopted. 
 The proposal is adverted to in the Appendix No. 3, at p. 49, 50, 
 of the Report, but not adverted to in the Report itself." 
 
 A proposition was made to me by Mr. Wilkinson, in a letter 
 which I received from him, dated the 6th of August 1847, that he 
 himself, with a party, should ascend the Tobique River, and explore 
 from thence, southeily, as far as the main Miramichi River, a dis- 
 tance of some fifty to sixty miles. But as at the time this propo- 
 sition was made two months of the working season had passed, and 
 Mr. Wilkinson had not completed one half of the task allotted to 
 him, it was not noticed. 2 _ 
 
I 
 
 Jl 
 
 
 I 
 
 i 
 I 
 
 10 
 
 More especially too as at the same time, or soon after, good 
 accounts were re -^ived from the party upon whose ground he pro- 
 posed to intrude, and who, instead of failure, as anticipated by him, 
 iiucoeeded in carrying out a practicable line right through to the 
 Reatigouche River. The failure proved on his own ground, and 
 the winter found him still embarrrassed in the high lands at the 
 head of the Green River. 
 
 Large parties were thus employed at great expense for two 
 seasons on this central and direct line through New Brunswick. 
 
 Year after year explorations might be continued to be made, and 
 great expenses incurred, in the hope of finding a better line, or 
 improving upon the one last found, and parties interested would 
 still say that every effort had not been exhausted. 
 
 Judging from the results of our own labours, from those of others, 
 and the natural diffir^ulties of the country as described, I do not 
 think any further exploration would be attended with any marked 
 difference of success ; and that in point of easy gradients, and in 
 every other point, save the one of distance, the eastern, or Bay 
 Chaleurs rout, would still command a preference over the central 
 one through New Brunswick to the Saint Lawrence. 
 
 Proceeding next to consider the observations made by Mr. 
 Wilkinson upon that part of the country lying south of the 
 Miramichi, and between it and the Shediac River, I find that in 
 this case his doubts and criticisms have been called forth in con- 
 sequence of my not giving a sufficiently peremptory opinion, and 
 expressing a belief merely that it would prove, with the exception 
 of the banks of the Saint Lawrence, one of the easiest portions of 
 the line. 
 
 I shall endeavour to answer this part, as 1 did in the first 
 instance, by referring to what was done, and by quoting extracts 
 from the reports of the surveyors who had the conduct of the ex- 
 ploration. 
 
 In my General Report I described that this portion of country 
 was the last explored, because it was of the most importance to 
 try those portions first where the greatest difficulties were to be 
 expected. 
 
 The country in question is well known to be the most level in 
 New Brunswick. ^'r)i 
 
 One author (Dr. Gesner, page 186), in speaking of it, says, 
 " The whole country is remarkably level, and upon an average its 
 elevation above the sea will not exceed 20 feet." Another (Mr. 
 Perley), in his description of the Counties of New Brunswick, 
 says, page 12, " There is scarcely a single hill of any magnitude 
 in the whole of this County (of Kent), and the land, especially on 
 the Gulf shore, is very low and level. It suay be described m the 
 most level County in the Province." (w, «■ 
 
11 
 
 r, good 
 be pro- 
 by him. 
 11 to the 
 nd, and 
 a at tho 
 
 for two 
 iwick. 
 ade, and 
 line, or 
 d would 
 
 )f others, 
 1 do not 
 r marked 
 ts, and in 
 I, or Bay 
 le central 
 
 ; by Mr. 
 th of the 
 nd that in 
 th in con- 
 inion, and 
 exception 
 portions of 
 
 the first 
 g extracts 
 of the ex- 
 
 of country 
 )ortance to 
 were to be 
 
 lost level in 
 
 of it, says, 
 average its 
 nother (Mr. 
 Brunswick, 
 magnitude 
 •specially on 
 :ribed as the 
 
 Captain Henderson and myself both passed through it, and 
 traversed it from south to north, and found it to be extremely level 
 and favourable. 
 
 But as our route was more to the eastward than it was desirable 
 the line of railway should take, it was determined to send in ex- 
 ploring parties. 
 
 And it was tested in the severest way, that any country could 
 be tried, by cutting straight lines across it, through the heart of 
 the country. The sections of the hues thus cut and levelled are 
 given in the book of plans. 
 
 Our object was not to locate the exact line, but to ascertain that 
 there was nothing impracticable in the way, and to ascertain the 
 general nature of the featuret« of ths country. 
 
 Two parties were employed under competent surveyors. 
 r They commenced at the same point, nearly a central one, on 
 the Richibucto River; (one party cut northwesterly and the other 
 southeasterly, taking the levels over both lines barometrically. ^ * 
 
 No obstacles were encountered but what could have been 
 avoided, and the surveyor's report is most favourable. 
 
 1 make the following extracts from the report of Mr. Layton, 
 dated Richibucto, 19th October 1847:— 
 
 " The point selected as the most convenient for commencement 
 was on the Harley Road, at about 6i miles from Taylor's, on the 
 Richibucto. Corporal Forbes, taking a direction bearing by the 
 magnet north 39 degrees west 10 J miles ; theiice northerly 25 
 degrees west 91 miles to the line between the Counties of North- 
 umberland and Kent, crossing the old Indian portage about half a 
 mile to the westward of the Richibucto (as will be seen upon 
 reference to the pl»n accompanying the report), and crossing the 
 river at a distance of 7) miles from the Harley Road, which will 
 be in a direct line about 15 miles above the head of the tide, also 
 crossing the head of the south branch of the Kouchibouguasis and 
 two other small streams running into it ; and also crossing two 
 small streams which empty themselves into the Miramichi. 
 
 *' The whole extent of this line presents nearly an even surface, 
 with the exception of two slight dips, one at the crossing of the 
 Richibucto, and the other at the crossing of the south branch of the 
 Kouchibouguasis. 
 
 '* 1 took a direction bearing by the magnet south 37 degrees 
 east, from the starting point at the Harley Road, which would, 
 pass about a mile to the eastward of Irish Town settlement. ^^ 
 
 ** The country lirom the Harley Road to the Buotouche, a dis- 
 tance of 17i raiies» presents generally ph even surface with the 
 exception of a few slight dips at the crossings of the different 
 streams, which are. laid doi;rn upon the plan. 
 
 *- 
 
 ■-I*: 
 
if 
 
 12 
 
 "At the Biictouche the land rises generally on either side to the 
 height of about 50 feet, but there are places where the same height 
 of land comes boldly out on both sides, keeping the same platform. 
 Between the Buctouche and the Cockburn Road, a distance of 7i 
 miles, the country presei/s nearly an even surface, with the 
 exception of a slight dip at the crossing of the north branch of the 
 Cocagne. 
 
 '*At the Main Cocagne there will also be a dip of about 50 or 
 60 feet, as at the Buctouche. On this line there is a large 
 quantity of very excellent land for settlement, and passing in its 
 whole length through unlocated Crown lands. The same descrip- 
 tion will answer for the country between the Cockburn Road and 
 Shediac River, passing below Irish Town settlement." 
 
 The result of these explaiiations and Mr. Laytoa's report prove 
 this line to be practicable and favourable, perhaps only to be 
 exceeded by the plateaus and terraces along the Saint Lawrence. 
 
 In the first season a section of the line was made from the Bend 
 of the Petitcodiac to Boiestown. 
 
 Comparing one section witli the other, which is the most decisive 
 way of testing the merits of any two lines, the eastern one has the 
 advantage over the other. It will be seen, therefore, from what 
 has been done on this line, that it is not put forward upon the 
 borrowed merits of the central line, but stands upon its own. 
 
 " By inspection of the map," Mr. Wilkinson says, " It will be 
 seen that there will be, at fewest, about eight principal summits or 
 water-sheds to cross at right angles, by this portion of the circuitous 
 line, and that at every interval the level of the tide must be quite 
 or nearly regained. 
 
 How any mere map could have supplied such information, I 
 am at a loss to conceive. The country of New Brunswick has not 
 been surveyed on any systematic plan ; and the maps published of 
 it, are only general outlines of its coasts and rivers. The latter, 
 for the most part sketched in. 
 
 Against Mr. Wilkinson's inspections of the map, and the 
 imaginary summit-levels which he has derived from them, with 
 the obligation to descend everywhere to the tide-levels, I place the 
 explorations and report of Mr. Layton, who had the advantage 
 over Mr. Wilkinson of going personally over and surveying the 
 ground in question. 
 
 The adding together ell the small summit-levels to make an 
 amount equal to that passed over by the central line, is more 
 ingenious than scientific ; but it would have been fairer if, at the 
 same time, to the latter had been added the rises and falls occar- 
 ring before that summit-level is reached, and those which occur 
 after. 
 
 Mr. Wilkinson, in contending for his central line, can foretee no 
 
TTT 
 
 IS 
 
 impracticability in getting through or over two ranges of high- 
 lands : and to do so does not object to some of the heaviest 'grades 
 known in railway practice ; but foresees alarming cuttings and 
 embankments through the most level district in New Brunswick. 
 
 As our lines run, and the surveys were only exploratory, it is 
 impossible to gay vrhat these latter will be with accuracy ; but 
 there is no fear that they will be anything great or extraordinary. 
 
 The next question which Mr. Wilkinson enters upon is a 
 military one, and he puts the following case : — "Assume that the 
 United Kingdom were destitute of a railway, and that it was pro- 
 posed to construct one for the security of military conmiunicution 
 and commercial traffic, would it be recommended that it should 
 follow the immediate coasts of the island, or that it should, as 
 much as possible, run centrally through from north to south, with 
 branches to either coast ?" 
 
 To this I have no hesitation in saying that the one following 
 the coast is perfect everywhere as a means of defence against an 
 invading force ; and that the one with branches is imperfect at 
 every point intermediate to where they terminate. 
 
 To be equivalent to the other, the branches must be multiplied 
 ad in/initum, for between any two points on the coast the defence 
 is imperfect. 
 
 A line of railway following along a coast anywhere, would afford 
 additional facilities for its defence. In so much, then, as this 
 affects the question of the two lines, it is another advantage in 
 favour of the eastern or Bay Chaleurs line. 
 
 The Gulf and River Saint Lawrence may become the highway 
 of all nations ; but if it should, nature and the climate will block 
 it up for six months of the year ; when the railway will have 
 undisputed possession of the field of communication for the other 
 six. If the line be laid out with care and judgment, it may be 
 made to pass at such moderate distance from the shore, that without 
 being exposed to any danger from cruizers at sea, it will afford the 
 best and readiest means of defence against any attack which they 
 might make upon the settlements. 
 
 The central line, without assisting these, and deriving a revenue 
 therefrom, would, from near the Bend of Petitcodia?, enter upon 
 the great wilderness forest of New Brunswick, and not emerge 
 until after a course of about 300 miles upon the banks of the Saint 
 Lawrence. Thus, as it were, turning its back upon and depriving 
 numerous existing settlements of all advantage to be derived from 
 it ; without, at the same time, giving any one advantage to any 
 other portion of the country, save and except to diminish, by a few 
 miles, the distance at which it should pass from Fredericton. 
 
 Mr. Wilkinson next enters upon the subject of probable revenue 
 from freight transmitted between Quebec and Halifax. 
 

 14 
 
 To aid liinj in depreciating the advantages of this line, he hag 
 called in two additional railways which may or may not at some 
 remote period be made, viz. fiom Saint Andrews to Quebec, and 
 from Saint John to Quebec. 
 
 To neither of these two lines could the Imperial Government 
 give its support in preference to that from Halifax ; and without 
 such aid, 1 do not believe that either the one or the other will ever 
 be completed. 
 
 The progress of the railway from Montreal to Portland, which 
 is the great commercial rival of the Halifax and Quebec 'ine for 
 the trade of Western Canada and the Far West of the United 
 States, is advancing so slowly that it is impossible to say when It 
 will ever be completed. 
 
 By the last accounts, 30 miles only out of 120, or one-fourth, on 
 the Canadian side, was completed, and their funds were exhausted. 
 
 But little more was done on the Portland side, and they were 
 also in want of fresh funds. 
 
 Looking to the list of imported and exported articles from the 
 Canadas to England, and vice versa, there are but few whose bulk 
 and weight, in proportion to their value, are so great as to forbid 
 tlie prospect of their passing by railway. 
 
 The great items exported from Canada are ashes, salted beef, 
 wheat, flour, fish, oil, salted pork, furs of every description, timber 
 unhewn and in scantling, deals and battens, and staves. 
 
 The timber in scantling I consider will come by sea, as at 
 present. 
 
 Deals and battens will depend upon the rates at which the rail- 
 way can be worked. If the cost of transportation be low, there 
 will be certain advantages offered by the railway, which may give 
 it the preference. These are, ready and instant transmission wiien 
 the article is ready, diminished rate of insurance, and diminished 
 freight from Halifax. 
 
 A ton weight of the other articles will be of such pecuniary 
 value, that these advantages will leave a good margin towards 
 paying their transit by railway. 
 
 A still wider margin will be left for the articles imported into 
 Canada. They are all, or necrly so, the manufactured articles of 
 the mother country, such as apparel, haberdashery, arms anJ 
 ammunition, books, brass and copper work, upholstery, cotton, 
 linen, woollen and silk manufactures, hardwftrd and cutlery, glass, 
 china, plate and plated ware, saddlery and harness, &c. 
 
 Of which, whether by ton* weight or measurement, the' value 
 must be so great as to allow a good sum to pay railway carriage 
 when it is considered that the difference of insurance between the 
 two ports of Halifax and Quebec is, at some times of the year, as 
 much as il8> per cent. 
 
15 
 
 The value of this inimense trade (exports and imports together) 
 cannot be estimuted at less than 5,500,000 sterling per annum. 
 
 For which the railway will have no competition by sea for six 
 months of tlie year. 
 
 Instead, therefore, of there being a faint prospect, I think there 
 is a good prospect of revenue arising from freight by the railway. 
 
 There are also some further advantages to be gained by it, 
 which will be adverted to afterwards. 
 
 One essential point to be considered as an element of success in 
 competing with its rivals is, the ccst of transportation. 
 
 On this side of the Atlantic, railways successfully compete with 
 canals and transit by sea. There is no reason why it should not 
 be the same on the other side. 
 
 The Halifax and Quebec line, passing over a country abounding 
 in fuel, will have a great advantage in tiiat respect over other 
 railways. 
 
 In 111} Drt I estimated the cost of transportation from Halifax 
 to Quebec, at lis. per ton, and gave the details showing how it 
 was derived. It was founded upon the best authority, viz., the 
 evidence given before the Gauge Commissioners, and the docu- 
 ment attached to the Report, Appendix No. 7. 
 
 I have as yet seen no reason to increase that estimate. 
 
 I make the following extracts from a report by Colonel Simpson, 
 the Commissioner appointed by Canada to make statistical 
 inquiries for the Quebec and Halifax Railway. It is dated 13th 
 May 1847, and is addressed to the Governor General of Canada, 
 page 2: — " In the meantime, whilst collecting the general statis- 
 tics of all railroads upon which authentic details vrere attainable, I 
 have particularly directed my attention to the important question 
 of the cost of motive power. 
 
 " The amount of profit in a railroad will be found to be a result- 
 ing sum, from the amount of capital absorbed, the degree of motive 
 power acquired, and the extent of the traflRc. Mr. Joseph Pease, 
 Chairman of the Stocton and Darlington Railroad, in England, 
 recently stated to a Committee of the Hous*? of Commons, upon the 
 subject of motive power, that in the transportation of coal upon the 
 W' nosed London and York Railroad, one farthing per ton per mile 
 would be found ample to cover all transportation expenses, inclnd- 
 ing 5 per cent, interest on the capital employed in the moveable 
 stock, and the proportion of the maintenance of way belonging to 
 this branch of the traffic. At this rate the transportation of a ton 
 of mineral ore, or eleven barrels of flour, would be 1 2s. 6d. sterling 
 between Quebec and Halifax;." 
 
 Page 3, from data furnished by the Philadelphia and Reading 
 Railroad, Colonel Simpson calculates it at 2 dollars 71 cents per 
 ton between Quebec and Halifax, or lis. 4d. per ton for 600 miles. 
 
€ 
 
 16 
 
 Pages 8 and 9 : — *' Tluit I may not mislead as to the import- 
 ance of favourable gradients to the success of an enterprise 
 demanding such an outlay, I beg to show the items of cost of 
 transport on other railways, where the gradients are less favour- 
 able, &c. 
 
 " Contrasting with tlie statement of Mr. Pease, the Baltimore 
 and Ohio, and the Philadelphia roads, it will be seen that, from 
 the difference of level, the one carried, on an average, during the 
 year 1815, 205 tons; whilst the other attained only 31 J tons." 
 
 Mr. Wilkinson has drawn up a table of freij^nts for three sup- 
 posed railways, and has assumed us a basis, that the price charged 
 for freight per ton per mil:- on the Western Railway in Massa- 
 chusetts, is the lowest remunerative rate at which goods can be 
 carried ; and having made his calculations by the mileage, draws 
 the conclusion that as my estimated cost is only one seventh part 
 of the rate charged by that railway, a mistake or oversight has 
 been made in the estimate, which destroys the speculations founded 
 upon it, as far as heavy freight is concerned. 
 
 This is very summary, but the question is not so easily disposed of. 
 
 Mr. Wilkinson should first have proved that the esitimate of cost 
 of transport was wrong, and that doubling that amount was not 
 sufficient to produce a profit to the railway, lis. was the cost of 
 motive power, but 22s. was the charge calculated upon per ton. 
 In the 1 Is. estimated was embraced, as will be seen by Appendix, 
 No. 7, 1st. Enginemen, firemen, brakesmen; 2nd. Fuel: 3rd. 
 Repairs of engines and tenders ; 4th. Oil and cotton waste ; 5th. 
 Interest on cost of engines; 6th. Conductors; 7th. Repairs of 
 railroad chargeable to locomotive and tender, and for deterioration 
 of iron. 
 
 But little, therefore, if anything, was omitted from the cost of 
 motive power. 
 
 The question then is, whether if lis. be the cost, 22s. is suflR- 
 cient to pay superintendence, repairs, and interest of capital. 
 
 If a railway has been expensively built, and has large dividends 
 to pay, if its gradients be bad, as we have seen they can be, so 
 that one line can carry nearly per train ten times as much as the 
 other, then the charges upon the heavily graded and expensive line 
 must be increased proportionally to insure any profit, and the rate 
 per mile must also be higher on a short line than upon a long one. 
 
 Now such a line is the one which Mr. Wilkinson has assumed 
 for his remunerative rate of 1 Id. per ton per mile. The Western 
 Railway passes over the highest summit level (upwards if 14'^0 
 feet), and to do so has some of the heaviest gradients in the States. 
 Its capacity for running large trainsof freight is greatly diminished 
 thereby. 
 
 But the charge of I Id. per mile by this railway does not apply 
 to large quantities. 
 
 m 
 
17 
 
 Articles for which the above rate is charged are entitled to a 
 discount of 20 per cent., if previous notice be given that there will 
 be the qnantitv of 6000 lbs., or not quite three tons. 
 
 One-fifth, therefore, off 1 id. per ton per mile is considered a 
 remunerative rate by that railway. i 
 
 But it is quantity that nas the greatest influence in fixing the 
 rates of charge, and is the great element of profit to a railway. 
 
 During the demand for provisions of all kinds in this country in 
 the winter of 1846, at a time too when the River Hudson was 
 closed, and gave them a monopoly of the traffic from Albany to 
 to the sea, this railway carried (if my information be correct, and 
 I have no reason to doubt that it is, but it is not so direct as I 
 could wish), flour from Albany to Boston, a distance of 200 miles, 
 for Is. 3d. sterling per barrel, which is equivalent to three-fourths 
 of a penny per ton per mile, or only one-half of the rate assumed 
 in the table by Mr. Wilkinson. • * 1 1" • ri'}. 
 
 This reduction in charge was no doubt due to the quantity. i 
 
 But the length of a line has also an effect. 
 
 The establishment at the termini of a railway, for the loading 
 and delivery of the goods, and the superintendence or management, 
 must be pretty nearly the same for a line of 200 miles as for one 
 of 635. A long line, therefore, can afford to charge a lower rate 
 per mile for its through-traffic, and yet will have sufficient profit 
 to pay its expenses and interest. 
 
 That this view of the case is borne out in practice the following 
 table, compiled from ** Doggett's Railroads in the United States," 
 for 1847, will show. ; t ,ti«n 
 
 I take the Massachusetts railways as I have before taken them 
 for costs of construction. 
 
 The freight-rates are on coal, iron, manure, lumber, corn, grain, 
 sugar, salt, butter, groceries, &c., which generally are on these 
 lines charged under one class, that of heavy goods : — 
 
 'viis^&Vi 
 
 NAME OP RAILWAY. 
 
 0.3:3 
 
 ^ 5S 
 
 
 Equivalent 
 
 in Sterling 
 
 per ton 
 
 per Mile. 
 
 Annual , 
 Dividend 
 iul847 
 
 Naihua and Lowell 
 
 PiUfield and Adami 
 
 Boston and Lowell .. .. .. 
 
 Connecticut Biver 
 
 Old Colony 
 
 Botton and Providence 
 
 Botton and Worcester 
 
 Fitebburgh 
 
 Fall River, 42 miles onljr, but is a part of a line of 
 New Bedford and Taunton, 20 miles, but is part of 
 
 a Hneof 
 
 Norwich and Worcester 
 
 Boston and Maine 
 
 Eastern, 38 miles, but is part of a line of . . 
 
 Western Railwajr 
 
 Or with its 20 per cent, discount 
 
 14 
 
 19 
 
 26 
 
 36 
 
 371 
 
 41 
 
 44i 
 
 49J 
 
 S3| 
 
 86 
 
 59 
 
 73 
 
 105 
 
 156 
 
 Genu. 
 7 
 7 
 
 4-7 
 5-6 
 4-5 
 50 
 5.0 
 40 
 3*7 
 
 3-5 
 
 Not 
 
 3*0 
 
 3*4 
 
 30 
 
 Peno e. 
 31 
 3i 
 2i 
 2} 
 21 
 2i 
 
 n 
 
 2 
 11 
 
 li 
 
 given. 
 
 u 
 u 
 li 
 
 li 
 
 10 per cent. 
 
 fl percent 
 7 
 71 
 7i 
 10 
 9 
 3« 
 
 8 
 
 9 
 8 
 8 
 
 »• 
 
 < ■ 
 » 
 
 i» p: 
 »» 
 
 
 Wm only completed daring the year. 
 
IS 
 
 li 
 
 "ll 
 
 
 
 
 The table showg a diminishing rate of charge as the lines increase 
 in length. The dividends are high, exceeding on the average 8 
 per cent. 
 
 On the Baltimore and Ohio road, which is 1 79 miles long, coal 
 is carried at a less rate than three-fourths of a penny per ton per 
 mile. 
 
 On the London and North Western Railway, in England, coal 
 is carried for three-fourths of a penny per ton per mile, if the dis- 
 tance be above 50 miles. 
 
 On the Stockton and Darlington, it is, I believe, id. per ton per 
 mile. The cause of these low rates is no doubt due chiefly to 
 quantity. 
 
 If the Halifax and Quebec Railway can carry at all, it will have 
 this essential element of success. 
 
 And if the London and North Western Line, which cost about 
 £42,000 per mile, can carry coal at three-fourths of a penny per 
 ton per mile, then I think that the other, which will only cost 
 £7000 per mile, may expect to carry at a profit the artinle of tim- 
 ber, especially deals and battens, for about 22b. per ton, as taken 
 in my estimate of this item (timber) : there was imported in tlw 
 year 1846 no less than 1,258,336 loads. 
 
 Of ihu 482,685 loads were of deals, battens, &c., and 46,000 of 
 staves.^ 
 
 A load is 50 cubic feet, and the deals, battens, and staves would 
 weigh probably not less than 400,000 tons. 
 
 From this quantity, however, must be deducted probably one- 
 half, which is shipped from the Saint John's River in New Bruns- 
 wick, and would not be within the influence of the railway. 
 Again, if quantity and length of line have an influence upon rates 
 of charge, and the Western Railroad, 156 mUes long, can carry 
 heavy goods, in moderate quantities, at 1 id. per ton per mile, and 
 when the quantity is great, at three-fourths of a penny, and pay 
 its shar^olders 8 per cent, dividends, at how much lower rates 
 conld not the Halifox and Quebec line, with its 635 miles, afford 
 to charge to pay only 4 per cent, dividends ? 
 
 My object, by the table and these remarks, is to show, that 
 taking the rates of charge upon any line of railway, is not the 
 proper criterion to 6e guided by, and that Mr. Wilkinson's 
 assumption of lid. per ton per mile, as the lowest remunerative 
 rate, is not applicable to the Quebec and Halifax case. 
 <Kr If the rates for traffic and passengers were fixed by law to be 
 the same for all the railways in the table, and the lowest rate 
 assumed, where would be the dividends upon the short lines ? 
 
 To assume any fixed rate per mile is, I conceive, erroneous. "^ 
 
 Captain Huish, the iGeaeral Marnier of the London and Nortb 
 Western Railwivy CompanT in Kngland, in a pamplet tenuiHf 
 pttbtish^-by him, thus i^eaks on the 8ittject«l|(oods tMtffio :— 
 
 ■X 
 
" I have a right to anume that the highest obtainable rate is 
 charged, and this being so, the trade should be carried on so long 
 as any margin of profit remains, even if the expense of working it 
 be 90 per cent, of the receipts. The total balance of profit is the 
 point to look at, and althongh a per centage of working expenses 
 IS, to some extent, a useful guide for ordinary purposes, it would 
 lead to error if adopted as a general test. A fine working a large 
 traffic at 60 per cent, (cost) may pay a much larger dividend than 
 one working a small traffio at 30 per cent. (cost). I w<mld, 
 moreover, beg to remind Mr. Whitehead [his opponent], that the 
 most profitable lines in England, and the only profitable ones in 
 Scotland, to the present times, have been confined exclusively to 
 the carriage of coal and other minerals." 
 
 That is for freight of the heaviest description. 
 
 This is from the experience of the manager of the greatest rail- 
 way in England. 
 
 There is hope, then, that with a monopoly for six months in the 
 year, a protecting duty of 4 to 5 per cent, on the average (imposed 
 by Nature), in the way of extra insurance and reduced freight from 
 Halifax, a large portion even of the heaviest freight may find its 
 way to the Atlantic terminus by this railway, and vice versa, from 
 HaJifax to Qoebeo. 
 
 Quantity forming so important an item to the success of a rail- 
 way, it may be necessary to say something of the immense field 
 of existing traffic into which this railway enters for competition. 
 
 Quebec and Halifax, the termini, are not to be regarded as 
 merely cities of so many inhabitants each, and calculated upon as 
 afformng so much revenue according to their numbers. 
 
 Halifax is the centre of a great export and import trade ; the 
 first it receives from, and the latter it distributes over half the 
 Province of Nova Scotia. In value it cannot be much less than 
 £2,500,000 annually. 
 
 This is great, but it is only one-half of the immense trade of 
 Quebec. The latter city may be considered as the shipping port 
 for the exports and imports of a million of inhabitants in Canada. 
 
 In value, as has befbre been said, it cannot be less than 5} 
 arillions sterling per annum. 
 
 The tonnage arriving in Quebec was, according to Colonel 
 ^Dftpeon's Riport to the Gtovamor Genend, before quoted — 
 
 In 1845 ... 1,475 yessels ... 559,712 tpns 
 t* '? In 1846 ... 1,439 " ... 5734J0B « 
 
 «r the average for the two years 1,457 " ... 566,460 ** > 
 
 Otriog to the ihorl i^riod of tho year that the Saint Lawraqoe 
 is open for nav^^aikioiit the yessols firam the United Kingdom Arrive 
 and depart in fleets, as it were. 
 
T 
 
 !■ 
 
 20 
 
 In the spring of the year, in May, betvreen three and four hun- 
 dred roerohantmen may be counted at anchor and by the side of 
 the wharves at Quebec. 
 
 To arrive thus early, and so secure a second voyage during 
 the season, they arrive in the Gulf of Saint Lawrence before it is 
 dear of floating ice, and have to pay a higher insurance. 
 
 What the loss of property has been in the gulf I have not the 
 means of ascertaining, but it is well known to have been enormons : 
 and if taken for a number of y^ara back I have no doubt would 
 amount to a sum equal to the cost of making the railway. 
 
 To all those ships engaged in the trade between Canada and the 
 United Kingdom, whose cargoes are of such a nature as, with 
 reduced insurance and charges for navigating, to leave a margin 
 for paying transit by railway, will be offered the additional advan- 
 tage to being saved the dangers of the gulf — that of making one 
 additional voyage at least during the year. 
 '-'■ To secure an early arrival of '.heir goods in Canada in the spring 
 of the year, merchants send large quantities by the Cunard steam- 
 ers, and can afford to pay £7 per ton freight for them in addition 
 to the expense of transit through the United States. 
 
 Such portion of these as are destined for Quebec and the Lower 
 Provinces would assuredly travel by the railway, and the whole 
 would no doubt as soon as other railways should be completed firom 
 Quebec to Montreal and Upper Canada. 
 
 One of the great staples of Nova Scotia is her fishery. 
 
 The product of this she now exchanges away with the United 
 States for flour and provisions. 
 
 The railway will enable her to exchange it far more profitably 
 with Quebec. 
 
 In the winter of 1847-8 there was an inducement of as mnch as 
 Ids. per barrel of flour in favour of going to Quebec for it instead 
 of to the United States. 
 
 The whole of this staple commodity would find its wav to the 
 markets of Canada and the Far West, and a large portion of it 
 could well afford to pay transit per railway. 
 
 Without any reference, therefore, to the trade of Western 
 Canada and the Far West of the United States, thnre are sufiioient 
 grounds for inferring that in a trade of such magnitude, employing 
 such an amount of vessels and tonnage, there will be no lack ^ 
 quantity, if the railway can compete at all with the Saint Lawrence. 
 
 This will depend upon the oarryung expenses or cost of trans- 
 portation. 
 
 Captain Huish states that "a hundred tons of goods would 
 oeoupy 22 trucks of the L<mdon and Kotth Western Railway 
 Company, and eonld be taken by « yeiy ordinary engine.'* 
 
21 
 
 In the Report of the Directorsof the Boston and Worchester Rail- 
 road in Masgaohusetts for the year 1847, is the following :— ** The 
 freight engines weigh 20 tons, and they bring with ease from 
 Worcester to Boston — the maximum grade in each direction 
 being 30 feet in a mile— upwards of 150 tons of merchandize, of 
 2,240 lbs. per ton, and they have been known to bring at a time 
 360 tons, the weight of oars and their loading included." 
 
 The speed of the London and North Western not being required, 
 I think from the above, that 100 tons per train was a fair estimate 
 for the power of a locomotive on the Quebec and Halifax Line. 
 
 While it will be seen from an inspection of the accompanying 
 Table, that Is. 8d. sterling per train per mile was rather too high 
 than too low for the estimated cost of motive power ; and the 1 Is. 
 per ton from Halifax to Quebec was therefore a sufficiently high 
 estimate for the cost of motive power. > « ^ 
 
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 ■•?» 
 
 

aa 
 
 What the charge should be dependi both upon tlie quai/'ty 
 whioh it will have to carry, and upon the amount which ha« been 
 expended upon its oonitruotion and equipment. 
 
 With reference to the latter, I beg leave to quote the ToUowing, 
 taken from a pamphlet, on the Condition and Prospects of Kailwav 
 Property, by S. Smiles, Secretary to the Leeds and Thirsk Rail- 
 way Company, page 29 :— " The following calculation by Mr. H. 
 Williams, the actuary, puts the matter in another form. Thns :— 
 
 RitdchiirgirFiiinr 
 ontvarjrpaiMiigrr 
 ortoiiorgoodt, re- 
 qtiitil* la order to 
 gir* oommon in- 
 Umt at 5 ^ cent. 
 on tht outlay. 
 
 Total r«arly 
 
 Trafflo. 
 
 Numbtr of 
 
 PaiMngart 
 
 or Ton* of 
 
 Ouod^, 
 
 OrlKlnal eoat 
 of 
 
 Conttruetion 
 £1S,OOU 
 p«r mil*. 
 
 90/MO 
 
 Orifiii.-.l rott 
 
 of 
 
 Conitrurtion 
 
 £30,01)0 
 
 p»r mil*. 
 
 J. 
 100 
 
 d. 
 183 
 
 Original eoat 
 of 
 
 Conitruetion 
 £'95,000 
 p«r mile. 
 
 Original eoal 
 
 of 
 
 Conttruotlon 
 
 £30,000 
 
 per mile. 
 
 1-64 
 
 d. 
 300 
 
 " It is clear, therefore, that a line which costs £30,000 per mile 
 must either have double the trafTic, or charge double the fares on 
 the same traffic, as compared with the line that has cost only 
 £15,000 per mile." 
 
 Applying this same soile, then, to the Halifax and Quebec 
 Railway, which has been estimated at £7000 per mile, the rate 
 would be per ton per mile, 0-46 of a penny, or, for the whole dis- 
 tance of 6i35 miles, 24s. 4d. per ton. 
 
 In my general report, when applying the cost derived from the 
 estimate of Us. to the carriage of barrels of flour, I made the 
 charge per ton 22s., which is only 28. 4d. per ton under the above. 
 
 This difference, however, is^fully counterbalanced by the 4 per 
 cent, instead of 5 per cent, which it is calculated will be the 
 interest to be paid on the guaranteed loan. 
 
 But further, under certain advantages as to lands to be appro- 
 priated, the estimated cost of the Haliiax and Quebec Railway was 
 taken at £3,000,000 only, or less than £5000 per mile. 
 
 When Mr. Wilkinson calculates another table of freights, he 
 should bear in mind that the Western Railway in Massachusetts 
 cost £10,000 per mile, and pays a dividend of 8 per cent. ; whilst 
 the Halifax and Quebec Railway is estimated at £7000 per mile, 
 or under favourable circumstances, £5000 per mile, ana will be 
 required to pay only 4 per cent, interest. 
 
 With reference to the remarks in Mr. Wilkinson's second 
 
 f>aper, dated 28th December, 1848, on the disadvantages of the 
 ine running near the coast of the Gnli' and River St. Lawrence, 
 because, by treaty, the French and the United States have certain 
 rights therein of fishing, &o. ,^ 
 
 I derive a directly opposiie conolusion from hioit 
 
•■"■ M wj m p— 
 
 " iiwiiiii 
 
 MMMMiliHiMM 
 
 24 
 
 ;■"» 
 
 lir 
 
 [1 
 
 t 
 
 ml 
 
 
 If the settlements along the coast are liable to be attacked by 
 the enemy, the railway will, as I have before stated, a£ford the 
 best means of defending them, and may, with care and judgment, 
 be kept so far back as not to be injured from the sea. But, as 
 between the two lines, I conceive this objection against the eastern 
 line can only be applied to that part of the Bay of Chaleurs from 
 Bathurst to Dalhousie, a distance of about 50 miles. 
 
 In winter, when the greatest object of the railway is to be attained 
 this objection can ha*'e no force, for then the sea is closed to all 
 alike ; and in summer, the Bay of Chaleurs, running up so far 
 into the land, can scarcely be looked upon as the open sea, bui, 
 must be considered inlana waters, into which it would be very 
 unlikely that the enemy's vessels would enter. 
 
 The results of railway experience generally and the opinions of 
 experienced engineers are, I believe, quite opposite to those quoted 
 by Mr. Wilkinson. Branches are looked upon as costly appen- 
 dages to trunk lines, and the attention of engineers is at the present 
 moment directed to construct smaller engines and lighter carriages, 
 so as to w(»rk them without loss. 
 
 Much of the recent depreciation in the value of railway property, 
 and in the dividends of otherwise good lines, has been attributed to 
 the multiplication of branches. 
 
 The branches to the Erie Canal in New York are a losing 
 addition to the main trunk. 
 
 Mr. Wilkinson, in a letter addressed to Sir William Colebrooke, 
 under date 17th March 1847, which has been published by order of 
 the House of Assembly of New Brunswick, has advocated warmly 
 the employment of wood in the construction of railways, and 
 makes long ^^otatious in favour of the piled and trestle-bridge 
 railways of the United States. 
 
 Amongst other lines, the Syracuse and Utica was held up as an 
 exampL of the success attending the principle. 
 
 It is to be remarked, that nearly at the same time this letter 
 was written, that company had determined upon making a snV- 
 stantial structure, adequate to the performance of thu business 
 required of it, and had condemned the old one as worn out, sunk, 
 and gone. 
 
 The New York and Erie Railroad adopted the principle for a 
 portion of the line, and many miles were so constructed. A stop- 
 page in the works for want of funds occurred, and when they were 
 recommenced a few years after, the greater portion of the wood- 
 work was decayed and had to be taken away. 
 
 Notwithstanding these facts, and that all the best lines in the 
 Stotes are permanently constructed, and have good heavy iron 
 rails, Mr. Wilkinson still leans strongly to wood rails and wooden 
 railways. 
 
 *-.-j,.« ^-r^^^, '--:•. .j»v>,ii'-^='r^^^-...- '-^-ti^'Arfyf^ji- -rv-J-v^/.^i*. *^;(a"ri"»''t> ' ■"■ 
 
) held up as an 
 
 As an exan;ple of the total failure attending the latter, I would 
 refer Mr. Wilkinson to the half-yearly reports of the directors and 
 t'.ie report of the committee of investigation (which have be«n 
 recently published) of the. Waterford and Kilkenny Railway 
 Company. . . ", 
 
 The wood-work of America requires great care for its preserva- 
 tion. In a Report of the Canal Commissioners, made to the House 
 of Assembly, New York, in 1835, it was stated : 
 
 " That the canal was commenced in 1817, and completed in 
 1825. Every part of it has been in use ten years, and some parts 
 of it fifteen years. 
 
 " In this period many of the structures of wo'd have been twice 
 renewed, and all of them once. 
 
 I might adduce further instances of the disadvantages attending 
 its use for lines of railway, but I think sufBcient has been said upon 
 that subject. 
 
 Mr. Wilkinson considers it inconsistent my condemning the use 
 of wood as a principle in the construction of railways, and yet 
 adopting it for the bridges- 
 
 .^ I do not think it so. If a bridge be not built of wood, it must 
 be made of stone or iron, and the expense is enormous. But the 
 railway, if not made of wood, is made of earth, and the difference 
 of expense not so very great. 
 
 If I wanted any additional evidence to confirm me in the view 
 I have taken as to the use of wood, the quotation made by Mr. 
 Wilkinson from the report of the chief engineer of the Baltimore 
 and Ohio Railroad for the year 1847, would afford it to me. 
 y^, From this extract it appears eleven bridges and one viaduct of 
 trestle-bridging, making an aggregate length of * 'idge of 5,748 
 feet, or 1,09 mile, nut having been properly and suustantially made 
 with seasoned wood, and covered in, had gone to decay, and were 
 unequal to support Uie heavy weight passing over them. 
 
 The decay, it says, soon commenced. An entire reconstruction 
 of the vrhole has been considered expedient, rather than resort to 
 a less thorough renovation, which would have been less safe, and 
 in the end more expensive. 
 
 I'he new structnres have succeeded admirably, and stood the 
 test of two years. 
 
 A very important part of the improvement applied to them 
 consisted in covering them from the weather, and with this pro- 
 tection it is believed, so says the report, they will be as durable as 
 .if built of iron or Btone. mniu ..n 
 
 ;ii, Without going quite so far as this, I think they can be rendered 
 Very durable and lasting by being covered in. 
 
 Bridges can be covered in and preserved, but hundreds of miles 
 of railway could not be so easily 'Jone, and without it, it is clear, 
 
IV -I 
 
 26 
 
 ill 
 
 III 
 
 ■1 ^ 
 
 I 
 
 i < 
 
 from the Extracts quoted, the trestle-bridge principle is bad and to 
 be avoided. 
 
 Mr. Wilkinson says it is to be remembered that no water-oroi»> 
 ings of great magnitude are likelv to occur on the central line 
 through New Brunswick. Thib is true ; but there do occar, on 
 the line explored by us, some long and very high viaducts, ^^hich, 
 in my opin^cn, are as abjectionable as the bridges on the eastern 
 route. 
 
 They all, I believe, without exception, cross at places where the 
 rivers are so shallow as to have only a few feet of water in depth, 
 and their height in consequence will not require to be very great. 
 
 I do not comprehend exactly the import of the concluding para- 
 graph of the remarks relative to *' long bridges immediately in the 
 tideway of the Gulf of Saint Lawrence." 
 
 If it means that these long bridges will be exposed to be destroyed 
 by an enemy from the side of the gulf shore, his alarm is grooi i- 
 less, as the bridges alluded to all occur at a very long distance from 
 the sea-shore, sufficient to save such a catastrophe. Or if it 
 means that on the latter account the line does not pass at the 
 greatest possible distance from the United States, I am willing to 
 allow him the benefit of his finely-drawn distinction. 
 
 Mr. Wilkinson, towards the conclusion of his remark, says : — 
 " There is no hope that a line terminating at Halifax can systema- 
 tically compete either with the navigation of the Saint Lawrence, 
 or with shorter railroads terminating in the Bay of Fundy." 
 
 The latter I need say nothing about, the prospect of their 
 accomplishment is too remote, but in opposition to the d|)inion 
 eXipressed by ^him, 1 have the greatest hope and belief tha' ) very 
 large pcrtion 'tt the traffic from the United Kingdom to Quebec 
 will pass by that railway, and that it will command neariy all the 
 passenger traffic, not only to Canada, but ailso, in the course of 
 time, a very large portion of that between Europe and the conti- 
 nent of North America. 
 
 The punctuality and shortness of the voyeiges made b^ the 
 C'lnard steamers from Liverpool to Halifax, as compared with sill 
 otners running bejtween England and the United States will, I 
 conceive, ensure this result. 
 
 But however important to the Quebec auid Halifax RjBiQway ihliy 
 be the carriage of the heavy goods between those two places, it has, 
 jthoqgh thb should (ail it, so many other direct and inpirect ben^td 
 to confer upon the three provinces, and the mother connttf t&m, 
 if it be desirous to retun them as (»lonles, that no lo^. I fte\ 
 assured, can arise to either party firom the construction of this rail- 
 way, even if it should not be a nemunefative line when considered 
 in a merely commercial point of view. 
 
 The money spont upon it must enrich the provinoeSi induce 
 
27 
 
 1 and to 
 
 )r-orol»- 
 tral line 
 court on 
 D^hich, 
 e eastern 
 
 rhere the 
 n depth, 
 ry great, 
 ng para- 
 elyinthe 
 
 deatroy-'d 
 is groai i- 
 »nce from 
 
 Or If it 
 IBS at the 
 
 willing to 
 
 c, gays :— 
 n gystepaa- 
 Lawrence, 
 
 idy." 
 
 ct of their 
 the o|>inion 
 tha' » very 
 % to Qnebeo 
 early t\\ the 
 he connie of 
 id the conti- 
 
 lade by the 
 Bded With fSl 
 itates wftl, I 
 
 UHnttf itiiy 
 jlaces, it has, 
 llrectben^fitR 
 coontiy tdsp, 
 D \o^jl f^el 
 n of this rail- 
 eii ooiivi^<^red 
 
 rinoes, indnee 
 
 settlement, and promote trade and agriculture. And the benefits 
 arising therefrom will be apparent in the provincial treasuries. 
 
 If the railway balance-sheet should produce an unfavourable 
 result, that of each province will be all the better for its having 
 been made. 
 
 What the Erie Canal has accomplished for the State of New 
 York, this railway raa^ possibly do for the British Provinces. 
 
 In the former case it has doubled the population, and doubled 
 the value of real and personal property, and pays annually out of 
 its surplus profits a large revenue to the State Government, and 
 contributes funds also to pay the interest of money borrowed for 
 the formation of branch canals, or other internal improvements. 
 
 Between the year 1820 and the year 1845 the population of this 
 State increased by 1,231,683 souls, and added about 50,000,000 
 sterling to the value of real and personal property. 
 
 It will not be too much, I think, to estimate that within the 
 same period one-third of that number, or about 400,000 settlers, 
 might, by means of the works afforded by the construction of the 
 railway, and the opening out of such a wide field for agriculture, 
 be added to the population of the three provinces. 
 
 With plenty of work, and good markets opened to them by 
 means of the railway, the provincial revenues would derive from 
 these settlers, at a moderate estimate 10s. per head, or £200,000 
 annually, the total amount of interest required if the railway 
 should cost the whole of £5,000,000 sterling. „ ; , , , , 
 
 In conclusion, I beg leave to ofier a few more figures to show 
 not so much what may be gained, as what is actually lost yearly 
 by the British North AmerioRn Colonies, for want of railway 
 intercommunications with each ctaer. 
 
 They are taken from the "American Almanack," published at 
 Boston, a work of very great merit. 
 
 Value of Imports and Exports of the United States with the British 
 '^'^ North American Colonies. 
 
 dollars. 
 5,361,186 
 1,354,717 
 
 For the year ending 30th June 1844 : — | 
 
 Elxports — Domestic Produce 
 
 Foreign Produce ,„ 
 
 .■(1 ?,nnKn*','iT ■-ii.-- -'■ 
 
 Imports **• ••• ••• ••• ••• *•• •* 
 
 I^V 9«Uncc raid by British Colonies 5,250,188 
 
 Equrf to £1 ,093,734 sterling for the year 1844. 
 
 Dollars. 
 
 6,715,903 
 1,465,715 
 
 ^U^'^ 
 
 ill 
 
 4iIft|-;^'!>iif>l|j'!ni\itS Ififv^'^>'-*: -4 -nfcp> ^•^■'■>:o:^m 
 

 :i 
 
 iw 
 
 ¥l* 
 
 muam 
 
 28 
 
 For the year ending 30th June 1 845 :— Dollars. 
 
 Exports — Domestic Produce 4,844,966 
 
 Foreign Produce 1,209,260 
 
 Imports .. 
 
 U-]} I' 
 
 «•« ••• ••• ••• ••• ••• 
 
 Balance paid by the British Colonies 
 
 Dollars. 
 
 6,054,226 
 2,020,065 
 
 4,034,161 
 
 Equal to £840,450 sterling for the year 1845. 
 
 For the year ending 30th June 1846 : 
 
 Exports — Domestic Produce 6,042,666 
 
 Foreign Produce ... 1,363,767 
 
 \/» f\.t\j\ 
 
 Imports ... 
 
 •Jt.U 
 
 • •• , ••• ••• ••• 
 
 .iMt;, 
 
 ') 'T(t 
 
 7,406,433 
 1,937,717 
 
 <u 
 
 Balance paid by the British Colonies ... 5,468,716 
 
 Equal to £1,139,315 sterling for the year 1846. 
 
 For the year ending 30th June 1847 :— 
 
 Exports— Domestic Produce 5,819,667 
 
 Foreign Produce 2,165,876 
 
 Imports, ... 
 
 ••• • •« 
 
 7,985,543 
 2,343,927 
 
 
 Balance paid by the British Colonies ... 5,641,616 
 
 Equal to £1,175,336 sterling for the year 1847. 
 ' Sterling. 
 
 Balance of trade paid by the British North American £ 
 /.I Colonies to the United States, for the year 1844, 1,093,734 
 
 Ditto ditto, 1845 840,450 
 
 Ditto ditto, 1846 1,139,315 
 
 Ditto ditto, 1847 1,175,336 
 
 la-t. 
 
 Total for four years, £4,248,835 
 
 The British Provinces must therefore have paid to the United 
 States, in the course of four years, a sum exceeding £''>250,000 
 sterling. 
 
 Of the exports from the United States during that period, no 
 less an amount than £4,597,000 sterling is for articles of their own 
 domestic produce. 
 
 New Brunswick and Nova Scotia have paid the largest portion 
 of this to supply their lumbermen and fishermen with provisions, 
 but what proportion is due to Canada I am unable to ascertain. 
 
The latter is an exporting country for provisions, and could well 
 supply the two sister provinces. I cannot conceive either that in 
 the list of exported articles of their domestic produce there is any- 
 one but which could, if it met with due encouragement, be pro- 
 duced in some portion or other of the British North American 
 Possessions. 
 
 If I am correct in so supposing, then there is a clear loss to them 
 of that amount, and to be saved by a greater attention being paid 
 to agriculture, and the settlement of the hitherto uncultivated lands. 
 
 The railway is the one thing needful to afford the men i of 
 distributing the produce from one Province to another. 
 
 From the foregoing, I think it may be said that the British 
 Colonies of North America pay, for their want of enterprise and 
 neglect in developing their internal communications and resources, 
 an annual fine of £K000,000 sterling to the United States of 
 America. 
 
 . . I have, &c. 
 
 (Signed) 
 
 Portsmouth, March 30, 1849. 
 
 Wm. Robinson, 
 Capt. R. E., Brevet Major.