CIHM Microfiche Series (IMonograplis) ICIMH Collection de microfiches (monographies) Canadian Instituta for Historical Microroproductions / Institut Canadian da microraproductions historiquas Technical and Bibliographic Notes / Notes techniques et bibllographlques The Institute has attempted to obtain the best original copy available for filming. Features of this copy which may be bibliographically unique, which may alter any of the images in the reproduction, or which may significantly change the usual method of filming are checked below. 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Opposing pages with varying colouration or discotourations are filmed twice to ensure the best possible image / Les pages s'opposant ayant des colorations variables ou des decolorations sont i\\m6es deux fois afin d'obtenir la meilleure image possible. ThitM Cvckx Ml) la SUIIMfl llllMG tMtfl at tiM raduetion ratio ciMekMl below / lm« au taux da rMuction Indiqui ci Sixteenth " << Seventeenth " •< Eighteenth " •• Nineteenth " " Twentieth base line east " Twentieth base line west " Twenty-first base line east •' East outline of range 31 west Second Meridian Thirteenth base line west, N. of To Fifteenth " " Sixteenth " << 73075— 1 J 16. 20 24. 28. 32. 32. 36 40 44 48. .52 56 S6 60 64 68. 72. 76 76. 80.. Tps. .1- 88. Rs. 1- 34 Rs. 1- 7 Tps. »- 16. Rs. 31- 33. Rs. 31- 33. Rs. 31- 33 1- 5 ..Rs R. Rs . R» 1- 6. 5- 15 K». 16- 24 Rs. 16-24 li- 32 11-31. 1- 4 Rs Rs Rs Rs. 21- 31 48.. 56. . 60 . Rs. 1- 31 Rs. 1- 20 lU. 1- 16 Rs. 1-7 ..Rs. 1 7 ..Rs. 1-3 . . Rs. 1- 9 . . Tps. 1- 24 . ..Tps. 56-67 JoJ Rs. 1-4 "' Rs. 1-27. Rs. 1-27. S3 66 71 73 76 7« 77 78 79 80 81 83 84 85 K9 94 94 97 102 106 110 112 114 115 117 124 126 131 CONTENTS-^onAnM<^. Paoe. Thiril MiTiili«n Tpn. KiftiTiith ba«<< linn wrat, N. of Tp. Mt l(i> HixtfH-nth " " W). Kh. HrvpntMfith " " IVI H» KiRhti-ontli " " m Kh. Nim-tccnlh " " 72 H» Fourth Mfridian Tpii. KiRhttTDth biuw hiK' wi"«t N ci(T|> tM Kx. Nini-t-t-nth " " 7J \U. Twm,i.tli " " 7rt Kit. Twisty- flMl " " m lix Twi-nty- roiiil " " M . . l<». Twcnty.r>i.il " " »H . . Uii. Twcnty-f.-..- h . " " W . Itn. Twrtily-fi,v: " " UO lU. Fifth Mrridiiin Tp«. Ninth hmu' line wt>Ht N. of Tp. 32. . M». Tenth •• " .m ...Itii. KIcvpnth baiK- ii.'o went " 40 . H«. Eightwnth " " 68 ..K». Tweoty-finit " " HO. . . Rii Twi-nty-iHTond " " M . . . Itn. Twenty-third " " HH .Hk. Twenly-foiirth " . " M....1U. Twenty-fifth " " «m Un. Twenty-«ixth " " 100 ..R». Twcnty-geventh " " 104 . . H». Twenty-eighth " " lOH . . Hh. Twenty-eighth " " 108 R. Twenty-ninth •' " 112 ..It. Eoat (lutline of range 18 Tp«. " 22 Tp*. Sixth Meridian Tjm. Kighteenth base Une west, N. of Tp. 68. . . . Rh. Twenty-wcoud base line we»t, N. of Tp. 84 . Ma. EmI outline of range 13 Tp«. Twenty-third bane line west, N. of Tp. 88. . Ha. Peace lUvcr lilock, north boundary of R». Peace River Block, v«e8t boundary of Tpi. M- 73 137 1-27 141 1-27 148 1-27 i:>(> 1-27 186 1 17 IHl fll-^118 188 1-12 176 1- 2« 170 1- 26 184 1- 2t» 180 1- 26 104 1-26 200 1-28 208 1-23 211 71 112 217 8- 228 H- 11 226 7- 10 227 1-19 230 1-18 238 1-20 230 1-26 243 18-21 249 18-21 2fi0 18-20 281 0-22 "82 1- 4 2i;4 18 28» 1 288 8»-108 '.''j>. 8»- 92 '"M 88-90 261 9-14 263 13-26 268 83-88 268 1-13 270 13-28 273 88-88 276 Section t. — Eleixiliont of bench marki ami lundry other poinit aUmg linei of prteUe level*. Edmonton to Athabaska 277 Warman to Prince Albert 281 Warman to Edmonton 284 Prince Albert to Hudson Bay Jimction 307 Calgary to Edmonton 312 Hudson Bay Junction to Pas 328 Hudson Bay Junction to Swan River 331 Section S. — River Eleiationi. Atbabaska river 3.19 Lesser Slave river 348 Peace river 382 Index to Part II 388 Note. — The Map Numbers entered on each page indicate the numbers of the Sectional Sheets on which the several lines occur. Numbers inclosed in brackets indicate sheets not yet published. CONTENTS-foiw/uA./. ILLfSTIlATlOXS. TiTLr. T<) r\iy. AiiE. 1. CroM lake i-i.d .rf Whwky Jaclt |Hii't»Ki> 2. 'I'rai-kiiiK can4, Nt'l-wm riviT 3. l't|Hiiti)nu raj)i(ln ot NcUtiii rivi-r 4. Tliiril lufri.liaii, liMikiiiK wiuth fmrii towiwhip :>7 «: !\l'ttk"'riv''r "' '""'"' '"""''"•• "-'• ""'«" "•• *""«"' ••■.flhrn.ri.l,:.,, 7. Moviiin lanji., Uirth river, Itlth hasi! lin.) w.-»t of K..iirth m.-rijittii »-9. U'vclliiiB J, til hoM' line, riuw 21, w.-xt of Fifth ri.liaii. 10. VVilni>HK ii.uiinil. INtubti.^ht'il wIh'Ii the rorniT inae('<>M-ilbU! phu-T. AllMTta. Albtrlu M in ii liiki- or other lowiriK ilielhiNl of l.V .i.M ~!! ' '"> ^""""''"n I'lK'ifie llailwiiy Ktiitioii, falKary .. . ! , ~!' * "" ''«nK<'viii hritlKi! over How river, I'akary. . j.J. P » M -K '.m at Hultlefor.1 Jitri.tion, MaHkalehewali. 14. T.U.M on Hiiiki- on I'leKriiph |M>le 1a !!'u »I~"" ' "" '"'"'''■ '"»"''''■'■ '"'•>'■ t'ulKarv, Alberta... !2' !. .; v! ""!'. ' "" 'in'-'i'" .Vv<-iiiie sihiH.l, IJlnionioii, Alberta 1 II I w~ "'* "" '"'"■'•hoiwe, Ue.1 Di-er, All«-rta 18. I H M.— L 5on sehool-hoiwe, I'ort Saskatehewun, Alb«'rta, »ho' liolilinK Kxl 19. Handrar iwe■ '■»'' \Mlkini'on, Hiuldle. e, Manitood I .UM.— (i .ti on bam owned by Charles Lamont, Yoiiill, Mai i 35 32 :<2 4M IH m m m 112 I2N 144 144 IW. 102 IKt 30fl 20N ■224 224 24U 240 2M 2M 272 272 2S8 28M 3(M 304 3'20 320 PART I ACCOUNT OF THE LEVELLING OPERATIONS ACCOUNT OF THE LEVELLING OPERATIONS. INTRODUCTION. The operations referred to in this report comprise two classes of levelling which, although closely connected, are yet carried out under different con- ditions and by different methods. One division of the work is concerned with the survey of the meridians and base lines of the Dominion Lands System of survey, the second division deals with lines of precise levels which are run to control the accumulation of such errors as are unavoidable in levels taken under the difficulties surround- ing the survey of base lines, and also includes other lines of levels whose object is to afford much needed information in the partly settled lands. In regard to the results obtained by all the levels, the present report deals more with elevations of natural features than with the more technical aspect of bench-marks and of the work done in precise levelling. As regards the levels along meridians and base lines, only the elevations of natural features are here recorded. Many thousands of bench-marks have been established along these lines and are now listed in accessible form, but thev are not included in this report. Along the lines of precise levels, however, all the permanent bench-marks are included and, in addition, many of the so-called temporary bench-marks. These latter, while not suitable for reference where great precision is required, yet are sufficiently stable and accessible to fulfil many useful purposes, especially in view of the previous want of knowledge of elevations. Only a summary of the results is here given, more particularly in regard to the meridian and base-line levels. Many more elevations have been recorded in the field and are available as required. It has been difficult to decide a mean between the publication of too much and too little detail of elevations of natural features. For general purposes when the relief only of a district is needed elevations at comparatively long intervals are sufficient, but when information is required for some particular work, much greater detail is desirable. The com- promise adopted in these lists has been to state the elevation of the ground at least once every mile at the foot of the iron post which is planted to mark each section corner. This is a tangible point easily identified on the ground. In addition the elevation of every stream and lake of consequence, crossed by the several lines, is given. The lines of precise levels have been run as a rule over railway lines. The only elr-.ations recorded on these lines during the first years were those of bench-marks and of railway stations, but in subsequent seasons the field records have been expanded to include all streams and road cro.ssings, and, in addition, short branch lines are now run to large lakes and other features of special mportance. SYSTEM OF SURVEY. As the levels referred to are very closely connected with the survey of meridians and base lines, some account of the relation of these lines to the general survey in the western provinces is necessary to give a dear understanding of the levels. The Dominion Lands System extends over the entire Northwest from the international boundary northwards and from the east of Manitoba westwards to British Columbia. It is at once the simplest, the most accurate theoretically and practically, and the most extensive system of survey followed in any country for subdividing new areas for settlement. TOPOORAPBWAL SURVEYS BRAtfCB The first survey lines to be marked out on the ground are the meridians. The first, somewhat unfortunately named the principal meridian, for it has no greater authority than the others, commences at the international boundary at an arbitrary longitude (97° 27' 09") and runs due north, passing a little to the west of the city of Winnipeg. The second meridian commences at the international boundary at longitude 102°, the third meridian at longitude 106°, and the others occur at similar intervals apart of four degrees of longitude. These intervals amount to about 182 miles at the international boundary, which is the 49th degree of latitude. The meridians, of course, converge as they go north by an amount depending on the latitude. South of latitude 60° they approach nearer each other about five and a half miles in every hundred miles of their length. Each meridian is extended farther north independently of the others, according to the requirements of the general survey. The extent surveyed at the present date is as follows: — ,, . „ Number of Meridian. Township Miles reached. Surveyed. Principal 88 531 Second , 80 483 Third. 72 434 Fourth 115 690 Fifth 112 660 Sixth 90 256 In the case of the fifth and sixth meridians the mileage actually surveyed does not correspond to the number of the township reached. This is due to the southeasterly trend of the Rocky mountains, which results in tlie mountains crossing the longitude of these two meridians, so that they were not commenced at the international boundary, but were established at some point farther north. The meridians being established sufficiently far north, the next lines to be surveyed are the base lines. These are long lines run west on six-mile chords of latitude from points on each of the meridians situated four townships apart. The side of each township being six miles with certain regular allowances for roads, this distance apart of the base lines amounts to a little over twenty-four miles. Townships are numbered from the boundary northwards. Ranges are numbered from each meridian westerly to the next meridian. In the case of the principal meridian, ranges are also numbered easterly. The expression "township 68, range 15, west of the third meridian" therefore indicates the 68th township counting northerly from the international boundary, and the 15th township counting westerly from the third meridian. Base lines are also numbered from the international boundary northwards, the boundary itself, which is the 49th parallel of latitude, being considered as the 1st base. The 2nd base runs along the north of township 4, the 3rd along the north of township 8, and so on. The number of a particular base is therefore found by taking one-quarter of the number of the township and addin one. Conversely the number of the township along the north boundary of which a base line runs is obtained by deducting one from the number of the base and then multiplying by four. For example, the line running along the north of township 80 IS the 21st base line. Similarly the 24th base line is that line which runs along the north of township 92. Meridians and base lines form the sides of future townships. They are therefore marked out during their survey with reference to sections and quarter- sections. Tlie line actually marked out is the westerly side of a road allowance in the case of a meridian, and the southerly side of a road in the case of a base LEXELLIXO OPERATIONS 9 l'"*' j'^^^ ''"^^ "® therefore described as being the east boundary or north boundary respectively of the particular section and township. The lecorl of chainage commences anew for each section, the quarter post occurring at half a mile or forty chains, and the section post at one mile or eighty chains. The Cham referred to is Gunter's chain, sixty-six feet or four rods long. The posts which mark section corners stand at the northeast corner of the section, only one side of a road allowance being posted. In the ca.se of a meridian, the chainage commences at 0.00 at the southeast corner of each section and is con- tinuous for eighty chains, when the northeast corner of the section is reached and the section post with its accompanying mound is there established. The allowance for road where one occurs, is then laid of. Xo post is planted at the north side of the road, but the record of the next section begins anew at the north side of the road. In the case of a ba.se line a similar procedure is followed, the record of the chainage in this case commencing at the post at the northeast corner of the section and continuing westerly for eighty chains, when the northwest corner of the section is reached. The road allowance follows, and the section post is then established at the northeast corner of the next section to the west. The midway or quarter-section post is always established at forty chains. When a post cannot be planted at a section corner owing to the presence of a lake or such circumstance a witness post and mound are established as near the true corner as possible. Certain rare exceptions to the above general rules occur, such as on correction lines. When the meridians and base lines have been surveyed there results a system of lines actually marked out, each of which runs west across the country and 18 spaced at an interval of twenty-four miles, measured in a north-and- south direction from the next one. The subdivision of the intermediate areas into townships and sections follows according to the general rules of the System ot buryey and is earned out in subsequent years as called for by the requirements of settlement. *u '^^^.^.'^''*' of t'le Dominion Lands System along which levels are run are the meridians and base lines above described. In a few exceptional cases levels have also been run over other townships lines. PROGRESS OF WORK. The system of taking spirit levels along meridians and base lines was inaugurated m the year 1908. The only previous attempt at recording eleva- tions during the survey of these lines was made in the year 1905, when a continuous line of trigonometric levelling was carried for one hundred miles along the eighteenth base line south of Lesser Slave lake. The country there is exceptionally hilly, and the record of elevations was made by reading the a glee of elevation or depression from one transit station to another, the station.-, averaging about half a mile apart along the line. The distances between stations being recorded during the ordinary measurement of the line, a simple computation gave successive differences of elevation. Such a method, while a good one when only a genera knowledge of the relief of a district is required, and one which entails very little extra work, is yet not adapted to determining elevations of points mtermediate between stations or to establishing bench-marks for future reference. When a complete record of the various topographical features is required, such as the elevations of streams and lakes and of points at regular intervals along a line, the only satisfactory method is to run a line of spirit levels. Moreover unless a more accurate method than the reading of vertical angles is used in a system so ejctensive as th.at nf Dominion Land Surveys the accumulation of errors carried on from one line to another would become so great as to seriously impair the value of the levels. ^ 10 TOPOORAPBWAL SURVETa BRAXCB Elevations deduced from vertical angles are much exposed to errors arising from refraction and from want of precision in the graduated circle by which vertical angles are read. This is particularly the case in districts whose relief is flat or composed of long even grades. In such districts the line of sight passes low down over the ground where refraction is very uncertain and, in addition, the angles being small, a small error in reading them causes a large error in the computed elevation. While trigonometric levels in comparatively flat country are not sufficiently accurate to form a basis for an extensive level system, yet even in such districts they have their purpose if, for any reason, spirit levels are not feasible. They are much more accurate than aneroid readings, and very much better than no elevations at all. The results gained by recording elevations by vertical angles during the survey of fundamental lines through new districts, though not com- parable with the results of spirit levels, will well repay the small extra trouble involved. It is becoming more recognized each year that a record of the elevations bf a district is an essential part of the information which should be supplied by surveys, and especially by surveys in new districts. Without this record it is not possible to form a true estimate of the future development of a district. Such questions as the feasibility of constructing railways, the drainage of extensive wet areas, the improvement of rivers for various purposes, the presence or absence of water-powers, and many other matters on which the development of a district depends, cannot be decided in the absence of a knowledge of eleva- tions. And such elevations must be known not only relatively among themselves, but absolutely with reference to sea-level. While it is not, in general, the purpose of surveys, whose main object is concerned with dividing out land icr settlement, to collect information of such a detailed nature as is necessary lor actually carrjring out special local enter- prises, yet it is a legitimate part of such surveys to record enough information to assist a correct decision being subsequently reached regarding the possibility of such works. Previous to the survey of meridian and base lines, hardly anything is known about the topography of a district in the western provinces. A mere inspection of the extensive blank spaces on the map before these lines are run will make this apparent. During their survey a good opportunity occurs for collecting information. Transportation is so difficult that if the opportunity of the presence of the survey party is lost, another opportunity cannot occur until the subsequent gradual advance of settlement may afford some means of getting a party on the ground. The difficulties of the survey of base lines are very great, and while the mere survey c f these lines in advance of settlement is itself well worth the cost and trouble of overcoming these difficulties, yet every addi- tional kind of information obtained is so much on the credit side without a proportionate increase in cost. This is markedly the case when levels are run concurrently with the survey. The party being on the ground already, the extra cost of the field work owing to levels being taken is little more than the salaries of a leveller and rodman. Not only is the cost proportionately small when compared with any subsequent means, but information regarding eleva- tions is of more value the earlier it is known, and moreover if delaj'ed till some future time, the elevations of some farther district may be held back owing to the want of connection over the whole system. The system must be considered a? a whole, and every argument in favour of extending the system of horizontal measurements as regularly as possible over the whole country in advance of settlement and without too close consideration of immediate local needs, can be equally applied in favour of establishing lines of levels over every meridian and base line as it is being surveyed. As may be readily understood by consideration of the circumstances, the levels run along base lines afford the very first information of elevations of the LEVELUXn OPFRATIOXS 11 various features of the country. These levels suddenly change a condition of affairs in which elevations were wholly unknown to a condition where they are known with a high degree of accuracy. The lines of levels are run twice, each mile being levelled in opposite directions, and if these duplicates do not agree within one-tenth of a foot to a mile, the mile is levelled again. As a Practical thing this limit is seldom even reached, and in a long line the accumu- ited difference of the two levellings is required to be kept within the above limit multiplied by the square root of the distance in miles. Thus in one hundred miles the accumulated difference must not exceed one foot. Season of 1908. As already indicated, spirit levels were first run along base lines in the year 1908. In that year a total of 116 miles were run, of which forty-eight miles were along the third meridian from township 53 to township 60, and sixty-eight miles were along the 1 1th base line west of the fifth meridian from near Rocky Mountain House westerly. This system of If^velling was begun with consider- able doubt as to its feasibility. The conditions surrounding the survey of a long straight line which runs across an uninhabited country generally covered with timber, and with large areas of swamp, and in which there are no means of transport except the imperfect and temporary trails opened out by the sur- veyor for moving his camp, did not appear to be favourable to accuracy in levelling, and the surveyors themselves were inexperienced in taking levels. Moreover, the work being inaugurated after many of the lines had been already surveyed a considerable distance in advance of settlement, the first lines of levels would have nothing in the way of connection to a known elevation. The requirements of settlement had also resulted in the various base lines being advanced with an irregular front, extending much farther north in some districts than in others, so that the levels run along the new lines surveyed each year would be in differt-.it districts and unconnected among themselves. It would be too costly to reopen lines already surveyed in previous years to enable connecting lines of levels to be run, and it was apparent that some time must elapse before the system could be reduced to the common datum of sea-level . Lines would have to be run on an entirely assumed datum for several seasons until the ordinary progress of the survey of new lines afforded more con- nections. The above considerations led to the work being undertaken gradually: but each season the mileage run has been an increase on that of previous years. Such a comprehensive system of levels run in districts far in advance of settle- ment is not duplicated in any other country. Its inauguration was entirely unprecedented. The results have fully justified the undertaking, and have shown that the natural difficulties of running spirit levels along survey lines in such districts can be overcome, and a high degree of accuracy can be attained without excessive cost and without delaying the other parts of the survey work. It should, however, be stated that the satisfactory results obtained have been largely due to the interest taken in the work by the surveyors and the effort- they have made to keep the accuracy up to a high standard. Surveyors in charge of the survey of meridians and base lines are men specially selected, not only for their superior technical knowledge, but for their powers of organization in overcoming the natural obstacles surrounding surveys which are among the most difficult in the world. This aspect of the matter should not be lost sight of in considering the general question of the feasibility of establishing such lines of levels in new countries. Reason of 1909. In the year 1909 a considerable increase in mileage over the first season was run, 613 miles being levelled. The third meridian was not advanced 12 TOroORAPBICAl SVRYETS BSANCB this season, but levels were commenced on the fourth meridian at Primrose lake m township 67, and were carried up to township 80. This was then the fartbest north to which levels had been run. * * J^® '!i*,^^1.*'\ *"^ sixteenth base lines were run from the third meridian to the fourth^ but neither of these base lines connected the levels on the two meridians. This was due to the levels on the fourth meridian havinjr been commenced a considerable distance to the north of where the westerly com- pletion of the sixteenth base line intersected this meridian. The gap left'alone the meridian was levelled in the following season. t ^JHt^}}^" !i"^? 'u" this season were along parts of base lines to the west of the fifth and sixth meridians. Season of 1910. Eight parties were engaged this year on the survey of meridians and base lines ind levels were earned out along all the lines excepting the fifth meridian m this year the first levels were run in the country lying to the east of the third meridian, and consisted of forty miles along the principal meridian south of lake Winnipeg and 124 miles along the eighth and ninth base lines in the vicinity of the meridian and along the fifteenth base line north of Pas. Levels were also commenced during this season on the second meridian in townshin 56 and earned north to township 61. The third meridian levels were continued to township 64 and the fourth meridian levels to township 95. The other levels run consisted of parts of base lines west of the fourth, fifth, and sixth mendians. ' No levels had yet been run along the fifth or sixth meridians, and it will be noted that the levels along the other meridians to the east had been com- menced veiy far to the north. This, of course, was due to the meridians having been already surveyed for considerable distances to the north before levels were inaugurated. u Au' ^^^ ^"^ °^ ^J*® ^^*^°° °^ ^^1^' twenty-three different lines of levels had been run since the inauguration of levelling, making a total of J 600 miles 1 hese were all run in the field on entirely different datum planes and no connection to any known datum was yet available for any of them. The only lines of the twenty-three which were even connected with each other were those in two groups, one group comprising the third meridian and the fifteenth and sixteenth base hnes west of it, the other group including the fourth meridian and a few ranges surveyed along the eighteenth, nineteenth and twentieth base lines west of it. Even in the case of the lines forming these groups different datums were used in the field, subsequent reductions to the same datum being made in the oflsce. * -Seo„o« of 1911. In the year 1911, nineteen different lines of levels were run along meridians and base lines making a total of 1326 miles for the season. These lines were spread over the country from the principal meridian to the northwest of Peace Kiver Block, the westerly levels being thus in a district over one thousand miles away from the easterly ones. In this year levels were run over the fifth mendian. _ This mendian had been surveyed in the years 1910 and 1911 from township /I at the crossing of Athabaska river to township 112 a little north of Peace nvcr, but no levels had been taken during its previous survey A special party was therefore sent out this season and levels were recorded over the whole line of 247 miles. The 23rd base line was run rignt through from the fourth to the fifth meri- dian, forming the first connection between these two meridians. A large mileage was levelled m Peace River Block to the west of the sixth meridian, LEVELLIS'O OPERATIOMt 13 but it was not until the end of the next season that any connection of these levels to a known datum became available. A total of 2926 miles had been run by the end of the season of 191 1 There were thirty-nme different lines of levels along meridians and base lines The general progress of the survey had resulted in these lines being connected in separate groups as follows:— Group I>opa.ity. Mile, I Along and near the principal meridian, south of Lake 101 Winnipeg II Along the principal meridian north of lake Winnipeg 72 III Along second meridian and part of fifteenth base west of '* 191 IV Along third meridian and the fifteenth, sixteenth and seventeenth bases west of it 555 V Along fourth meridan, all of the twenty-third base, and short parts of the eighteenth, nineteenth, twentieth, and twenty-fourth bases west of it ' (joq VI Along the fifth meridian and parts of the twentyfirst, twenty-second, twenty-eighth, and twenty-ninth bases' west of it 5Q3 VII Along the twenty-second and twenty-third base lines in Peace River Block, the east outline of range 13, and part of the west boundary of Peace River Block. 243 Fifteen other separate lines. . . . .- ggj Total 2926 Nearly every one of these thirty-nine different lines had been run in the field on separate and entirely different assumed datum planes. None of the groups, except Nos. IV, V, and VI, were jonnected, and even in the case of these three groups the connection between them had only been brought about at the end of the season. Only one circuit had been closed. This wa i circuit for ned by the sixteenth and seventeenth base lines and the interve >» parts o. it-e third and fourth meridians. This first circuit closed well he error was 1.50 feet in a distance of 356 miles, which corresponds to 08 V miles In the latter part of the year 1911, and the following winter, three special lines of levels were run northerly from the nearest railways to connect with the southerly ends of the levels run along the third, fourth, and fifth meridians, the object of these special lines being to afford a datum for as many of the base- lines as possible. •I ^°® of these lines was run over the Montreal Lake wagon road from the raiiway at Prince Albert for thirty-three miles northerly to the southerly end of the levels along the third meridian. The second was a line eightv-three miles long and ran northerly from the railway at Llovdminster, following ^u^fif'^/*??'^'' *"* ^^^^ southerly end of the levels along 'the fourth meridian 1 he third hne was levelled over the ice of Athabaska river from Athabaska Landmg for a distance of seventy miles northwesterly to the crossing of the mtn meridian. All these lines were run as ordinary levels with a dumpy level 14 TOPOaKAPHWAL SVKVET8 BRAHCB In thp rase of thorn all the only available datum at the start was that of the Cunudian Northern railway. This, while not very accurate, yet supplied an approximate sea-level datum for the lines in groups IV, V, and VI, amountinK to 18.58 miles of levels for which there had previously been no known datum at all. It was necessary to run the last-named line in winter, as then; was no avail- able route except over the ice on Athabaska river. In the followiiijt summer (1912) this line was connected with Edmonton by a line ninety-three miles Iohr run as a precise-level line. The s^.iutherly half of this line was run along the travelled highway from Edmonton to Tawatinaw. From there the route followed was over the track of the Canadian Northern railway to Athabaska. This railway was then just constructed, but had not yet been opened for traffic! Travelled highways do not form nearly as favourable "a route for running precise levels as can be obtained by running over a railway track. This is due to the uneven contour of a road which makes it difficult to keep the lengths of back- sights and foresights equal, and is also owing to the general crookedness and narrowness of such wagon roads as exist in the partly settled districts. Running precise levels over highways is in general costly and unsatisfactory. Other important advantages of a railway route are the more even grades which always tend to eliminate error, and the extra speed gained by using a handcar during the riPtual progress of the work. Season of 1912. During the season of 1912 steady progress was made in the meridian and base-line levels, the large amount of 1,433 miles being run, raising the total of these levels to 4,359 miles. The levels along the principal meridian were extended during its survey from township 60 to township 72 and, in addition, 168 miles were run during a retracement survey of this meridian from the international boundary to township 28. Short distances were also run along several base lines in NIanitoba. Nothing was done on the second meridian, but the third meridian levels reached township 68, and the 18th base line was run right through from the third meridian to the fourth, forming the fourth connecting line between these meridians. The fourth meridian was extended to the south shore of lake Athabaska in township 115. This is the farthest north to which spirit levels have ever been run. The line of levels along this meridian extends from township 60, a length of 327 miles, and is the longest absolutely straight line of spirit levels in the world. The fourth and fifth meridians were further connected in this season by the completion of the 19th and 20th base lines, and the first connection between the fifth and sixth meridians was made by running the 23rd base line. At the present time this base line, which is 150 miles long, forms the only connection to sea-level for 1,100 miles of levels extending through the valley of the Peace river and west of this river to Peace River Block. This condition of all the level" in a locality being dependent on one connecting line for their datum exists at present in many parts of the system. It is a great weakness, but will disappear as new lines are surveyed. The lines run along the meridians and base lines were still far from being connected, even among themselves, and additional special lines of levels to afford a general connection to sea-level were becoming imperative. In any event the area over which the system was extending was becoming too great for a single connection of some point on the base line systtm to sea-level to be suffi- cient to give a satisfactory datum over the whole. If accuracy was to be reached and maintained it could only be done by means whereby the accumulation of small errors could be cut out at several points distributed over the whole area. LEVELUSa OPEKATWJfa 15 To ''^""'y connection to sea-level f? a I th" ines in northern Manitoba is by a circuitous route to the west of lake Winn p JosU and then northeasterly along the Hudson Bav railwav. UkeVVinniDeJ Itself does no fr.rm a reliable means of connecting the level^alo^ lines To t'hfnirth and sou' . of the lake, owing to the variation in the height of the water I , . ^'^''""kI^ tf't r''""^'">' .'" northern Manitoba is very swampv and much broken by many lakes making it unfavourable for levelling, yet the closinw of numerous circuits in that district have nearly all been good. ^ In the southern part of Manitoba nearly 400 miles of levels were run over the prairie this season during the retracement of lines which had been orSna^fv surveyed many years ago. Two hundred miles of this total were aTonrtK„d base line from the principal to the second meridian, and 144 miles wSellomr the east outline of range 31 from the international boundary toTownshIp 24 * The second and third meridian levels were directiv connected for the fir.t time by the completion of the 15th base line. Thisbase"S had been run wes eriy in the year 1911 as far as range 21. Previously to rcompletTon the levels on the two meridians had been connected by a circuitous route bv mean, AlhpH 'VlP^'T '7''''' '^'•^"«/*'« ^''^""'l''*" Northern railwarfroaT Prince »nH £ *■'*'''"* of the 15th base did not agree at all with the previous connection and^there appears to be a large error m this base line. It is being againTvelled S^^lZZli:^:'-'^^ "''''''''' ^ '-'^ i^Portant^e JatioI^L%'r „„^ 00*"^^' ■ * r^ ^°"'"**^ meridian much work was done this season The 21st ZJti ''^''il?:- "^T f""? "«*^* t''™"'?*" f'*"" the fourth to the fifth meridiin from^^Jirto7i!e:^J?a^3SL!:^r^ '^^'^ '^^^ '^'^'^^ '^^ - Meridians. Buie lines Completed. Principal to second ojui- 2nd base line. 16th " Second to thi o j <. 2nd " loth " 16th " Third to fourth „ , „ , . . . 2nd " loth • J6th '• 17th " 18th " LK VKI.USa OPKRA TWSS 17 McriilianK. Fourth to fifth. Ite.w linM ('nniplpti'il. IDth l>iiM> linv. L'Ofh -'1st " 2*.'n.i " -'1th •IM h " 2»ith " Fifth to sixtli .2:ir.i 2»th Sixth wooti'rly o In! An important iin.- wns run in th.' vicinity of P.ac.- riv.r. Thi^ m\n ih.> eaHt outline of ranRe 18 west of tho fifth mcri.iiaii, from township 8!t f„ t..wnshin 108. Iho oasc Imes oecurrinR botwfcn thcso townsiiips w.-n« run off this outimc for a few ranRcH oast and west .so as to cross th(. vali.-v of the river No other levels were run m the country west of the fifth meriVinnipeg and the principal meridian, and on the west bv the line of railway running from Hudson Bay Junction towards Nelson, ill the base hnes have now been levelled, excepting only a gap on the 15th base from range 5 to range 20. " Block outlines, consisting of parts of base lines and of intervening meridian outlines are being run southerly near the east shore of lake Winnipeg. These ofThe lake *^*'"'* connection of the levels to the north and south A very large mileage of levels has been run over the prairie in the south along the second base line from the .second to the fourth meridian during a retracement survey of this base line. These levels are now being continued northerly over the prairie along the fourth meridian. No other levels are being run this season along base lines betwe*>n the principal and second meridians. Between the second and third meridians the only line which has been levelled is the 16th ba.se line, which has been completed between these meridians. It has been noted under season 1913 that the levels Wtf •*i°!u'' ^^^ '""•^ ''^^^'^ °"*'' "'''"'"'■V- tf^f" 15th, when taken in con- junction with the connection of the two meridians by the line of precise levels from Pnnce Albert to Pas showed a very bad closing. The closing of the 16th FTcS.'ltfin^rKP"^'* T*^ *>,^ '''"'' P'"^"''*' ""''' i^ remarkably good, i.xcludmg the 15th base, and considering the large circuit composed of the Ifith Dasc, the parts of the two meridians and the precise line to the south and ea.st, we have a total circuit of 540 miles, wit' -.ing error of 0.51 foot. In the Sn?and\\Tbase linf ^^ ^" "''''''^ ' ' ''' ""^ "« ^'^^ *^« ™-- 73075—2 M TnnuiHU'HICXl. SINVHYH HR.iSCH It in Irui- fhiif, in (inlirmry Icvt-U, «iirh a '•mall cloning error cannot bo tttkon HM pr««)f thnt tin- lorn! divcrufncc from a true line ii of the name Nmall order n* the cloning error. A ilivinion of thii large circuit into nmaller ones would almoKt certainly diHclow hidden errow. Yet such clomngn are Htr«mg evidence that no largi- local errorn occur. Between the third and fourth meridian.t no additional levels have be«'n run thin wason. hut went of the fourth a large amount of levelling hon Iwen carried out. The 24th and 25th base lines have Iw-en completed to the fifth meridian, ami the 2(lth has been levelled right through from the fourth t.) the fifth meridian . , . , , West of the fifth meridian the 2«Hh and 27th busc lines have been completed between that meridian anen run from the fifth meridian westeriy to the longitude of the sixth meriilian. The latter meridian has not yet In-en surveyed north of township 90, which is 132 miles south of the ending of the 29th base. This bane, which runs along the north of township 112 at a distance of 076 miles north of tho international boundary, is the farthest north base line yet surveyed. The surveyor, when returning recently from his work, travelled over 400 miles southeasterly before he reached the nearest railway station. The only other line levelled in the extreme northwest is a part of the west boundary of Peace River Block. The levels along it have afforded a much- needed connection to sea level for 180 miles of levels which were run in the southeriy half of the block several years ago. In the case of neariy all the lines levelled this sea.son. the returns arc either not yet received or are not yet sufficiently checked to enable their results to be finally arranged. HVMMART. The total of all the meridian and base line levels run up to October 31, 1914, amounts to 7,7«7 miles. The territory through which they run may be de*.ribed as extending about 900 miles westeriy from eastern Manitoba, with an average width of about 300 miles from south to north. The distance, in a straight line, from the most southeasterly levels to the most northwesteriy is 1,200 miles. The connection along the actual lines of levels between these extreme points is 1,460 miles long, every mile of which has been levelled along a meridian or base line. Some 1,200 miles have been levelled during retracements of former surveys in settled or partlv settled areas in the extreme south of the territory. All of the remaining 6,567 miles have been levelled in advance of settlement, and before any other surveys were made. Table II, at page 31, contains an historical summary of the various hnes run in each .season froni the vcar 1905 to October 31, 1914. Table III, at page 36, gives a list of all the lines arranged in the order m which they occur over the territory from east to west and from south to north. FIELD METHODS AND INSTRUMENTS USED ON MERIDIAN AND BASE-LINE LEVELS. The instrument hitherto used is of the type know? as a dumpy level, that is to sav the telescope is permanently mounted on the vertical axis and cannot be revolved around its longitudinal axis as in the type designated wye levels. The telescope is fourteen inches long with inverting eyepiece and an objective of one and a half inches diameter. The magnifying power is twenty-two diameters. The level vial is five inches long with a value of ten seconds for LKVfU.UStl OPEHA Tioyt 19 '■■'*' '''XI"'""' ' "''"P'""*"' '>»"* <'"'■ virti.ul wiri' aiul tlirtf liorijioitiul win-N. Th»- middle horizontui wire ix t\reeix«> leveliinK. Without a ncorder the h'veHer inii!.t remove hi(t eye from the telexeoiw to enter eueh of the three rendin([« in the fiehl hiM»k, 8n«l cm iinxtendy ground th>- procc!*^ is verv unHntixfaetorv. A careful reatlinir of one wire only, with the luihltle exaetly in the eentre, jtivt s the I.est renultn in ordinary levellinx. The tube eontuiniuK the vial U set Iwside the tileseope. ami the huhlile read by means of a mirror. In additimportant pack trails If a railway survey line is crossed, con.it... on is to be ma.le to any I^5^i .".t"'""'' "Jofh <•"" be found, and in addition the surface of th.. ground shouki bJ recorded at the nearest railway chainage stakes. 3. In the case of ice-oovered lakes and large rivers, it should »>e remembered ...». the surface of the water m a hole cut in the ice, and not the top of the ice, reprtwnts the true elevation at the tune of survey. If however, the water floods over the ice. a hole should be cut elsewhere. 1. \s the levels follow a straight line across count rj-, making it frequently impossible on Ji^^*! ,™;„L°'!l '".'^' '? 'nd'vidually equalize backsigh! i and fort^ightn, attentioiTshould be ,^i ^^foh^r'*.'"'""*."?*"?? '/""Bths s. ihat their separate sums will not vary to a dangerous degr^. riuch adjustment should be, as far as possible, carried out for each individual division. K« . b *",'^*v.ng the chainmcn record positions or leave tallies fcr the leveller, care should be taken that such work is not allowed to interfere with the continuity of the chainage of the quarter-MCtions. It should be done between pins as intermediate work CHECK LEVEI^. K» r.?„ P.'i,'''^''''" "^.""i' he Checked by nmning a second independent line. This line should l^n« -rL n.n K ''^'*'' '*'^«^'°'', »" t^c Rrst Unless some strong reason prevents. When the two mes are run by the same leveller, one line must he completed over a division before the other hne IS commenced. The check levels should be entered on the pagc« "naiS for the p^C^ Ibl I'n rl'n'fnT''.{:"'T''>?1 "'"i ^'^'''- foUo^HRthe corres,x>ndinS first line w^en such is'S^ SoL inJ??T t^'^'^heck levels It is not desirable to make any readings except at turning n^ n f . , biiich-uiarks TIu- difference between the first and check lines shouW not exce.3 0- 10 foot V distance lo nules. If greater, a third Une should be run. It viU be noted that this limU SSLd^i/"^h%7h*^'^ over a long Une, even if the errors over individuaJ div sion^ doTot S'StVtt^'^^'S^cS c^i^'rs" "•"'"' *™'-"''*' '" ""'' '*""-*'°" '^'"'^ «"-"» ^»'-f"- 73075— 2i 20 Tni'nauAi'nwAL s^ikvets nn.iycn 7. \Yhonovor ii i IfsinR clearly indicates a Iiirgc nccidiutul error, ich as rcadinR tlio feet wroriKlv, it eliotdd not be CDnsidcred that this error occurriMl in sonic [>;irticular place in one of the lines, with the result that the other is retained, hut a third line should be run which is independent of the uncertainly. K. The last foresight at the end of a forward line must not be used as the first baeksiKht of the check line. The instrument is to be set up in an enlirely new i)ositiss iMists, this resulting in facdily of reference and very nuich greater ease in subsequent identilication. Their positions should, as far as |io.ssible, be recorded in the notes with reference to the posts, and not witli regaid to the general chain.age of the line. The corner being first established, the position of a neighlrauring liench-mark is best recorded by measuring the distance along the line in either direction from the post (taking no account of the i)resence or absence of a road allowance) and then mciisuring the off.set. Where a witne.«s jm.st occurs, the |)Osition of the neighbouring bench-mark should be referreok througli the object end of the teleseojie and, by means of a pencil set on the rod at the centre of the field of view, rend the height of the instrument. Call this reading a. Head the foresight, which for this purpose should be about ;i(K) feet distant, and call this reading b. Then set the instrument up at the foresight .so (hat when levelled up, tlie eye end may be as before, about an inch or half an inch from the rod, and read the height of the instrument which call a". Then take a reading of the rod again held on X and call it b'. The distance d in feet may be read from tlie stadia |>oints of the rotl at either set up l.EVKI. 1. 1 Ml OPERA TlOXa 21 Wp have then for the doviatioii of the lino of siiilit in the distanrc il. I) ((i+n'\~(h+h') Wlicn the quantity /) in cf and for any other distanpc, stii-li as of siKht dips liclow the horizontal. it 10. No adjusisniiit is advisahlr unliss the (luanlity 1) is over 0()'2 foot for a distance 3(X) feet, relianee beiiij; placed on eciualizalioii of the sum" of the haeksiiili! and foresight distaneea, rather than on constant inlerfentice with thi' adjustiiient. ll is lo be noted that no adjustinent,' no matter how accurately done, can compare with this equalization, and without ei|uali/ation an error in adjustment too small to he delected, may cause lar^e errors in a vcTy short (lisl:ince. 17. In order to adjust : — To net th )rreiM rod reaclinn for the true horizontal line of siuht,, the fpiaiitity I) should he applieil lo the last rod readini; h' according lo sifin. Without moving the instrument fn>m its last place, the rod is ai;ain held on the pen X, and the line of sl'.dit of the telescope is raised or lowered liy means of the micrometer scri'w under the I've end until the inidiUe wire intersects the correct roil readin;,'. TUr level vial is then adjusted liy its capstan screws so that the huMili' stands exactly in the centre. The whole operation should then he repeated as a check. IS. Thi' <>riKin of the datum useil should he cli^arly slale in themselves, anm wher^ '-v all books referring to one line follow in order of running, ami llun tho.se of ollil r lines '.vit..,jut any break in thi- numbering. .Vn index of the books referring to such numbirs is requested. 32. Surveyors are remindever, the held books, from being exjiosed to the weather, are not clearly legible it is preferable that a fair ropy be sent in. marking the |)age or book "copy." The word "copy " means anv page or book which is not the ver, not so severe as the test of the closing of a circuit. The real accuracy of a line of levels is seldom as good as would he indicated by the discrepancy between duplicate running. The lint-s are run by the same man, and certain small errors due to jtersonal and other causes will occur to somewhat the sanv extent in the duplicate lines, and so remain concealed. It is to l>e noted also that while the practice of running dup' .ite lines in opposite directions tends to cancel some errors when the mean of the two lines is taken, yet there are other errors which cannot he brought to the surface oven by such means. For example, when the line passes up or down a hill the unavoidable inequality in the lengths of backsight and foresight distances is repeated in the two lines in such a way as to conceal the error. The result is that no discrepancy between the duplicate lines may appear while really both lines are equally in error. The fact that in another case farther along the line the condition of going up or down hill may he reversed tends, of course, to minimize the accumulation of such errors, but the adjustment of the instru- ment and the state of the atmosphere may not be the same as they were in the former case. Duplicate lines in ordinary levels cannot be regarded as much more than two measurements, the mean of which may, or may not, cancel errors occurring in the lines. In precise levels, on the other hand, there are distinct reasons for LEVELUXa OPERATIOXS 23 considering thi' mean of duplicate lines as considerably more accurate than either of them. In the case of the levels taken alon^; meridians and base lines during tiieir survey, it is to be remembered that the surroundings are seldom favourable to accuracy, and especial care must be taken to minimize the eflfect of the sur- roundings as mi'cli as possible. In practice, more difheulty is experienced in keeping certain individual miles within the limit of 0. 10 foot than in keeping the accumulated discrepancy for a long line within the limit ofO.IO V miles. When the ground is firm and the air steady it is easy to keep within the limit of 0.10 foot in a siiigle mile, but a large percentage of the work i.s not done under those favoural)le conditions. I'"re(|Uentiy large swamps njust be crossed, necessitating setting up the legs of the instrument on three small piles driven into the ground. I-lveii with this jjrccaution it is ofti'ii impossible to secure steadiness, and great care must be taken in having the bubl)le placed exactly in the centre by the micrometer screw at the moment when the rod is read. If this is done tlie cfTect olute height of the instrument which may occur l)etween reading the backsight and the foresight. This latter is gen<'rally small. The mirror attachment greatly assists the ac( irate placing of the bubble in the centre but, owing to the fact that a ;-(Ttain small time must elapse between ' serving the bubble and the rod, the mirror arrany;. .nent is not so good as a recent improvement by which the bul)l)le can be observed by one eye while the other eye is placed at the telescope. J'^ven with all precautions it occasionally '■"coines necessary in very liad swamps to use sights so long that the divisions on the rod cannot be rearl, and recourse must be had to the target, signals to the ro(lm;in being used until its centre is placed exactly on the cross wire. This is the only occasion on which a target is used. Ilxlensive swamps undoubtedly cause unfavourable results, but their elVecl can be kept within the limit of error allowed if the utmost care is used in keeping the bublde in the middle when the rod is read. In accelerating tiie work arross swamps a great di'al is gained by having an extra man whose duty it is to prepare and drive stakes on which to set up the instrument. Anothi'r serious source of trouble is an unsteady conditiiui of the atnutsphere. This occurs in all levellings. It is probably not any worse on meridians and base lines tl.an on other levellings, except that the exigencies of work on these lines do not, as a rule, allow ces-iation during the hours of the day when the atmosphere is at its worst. The unsteadiness is not ;. ■ at, as a rule, when the line is running through heavy timber, but where the country is swampy and open it is often very bad just at a time when the men cuttinsr out the line are making quick progress. CLOSI.NCS OF CIRCriTS. In regard to th(> closing errors of circuits of meridian and base-line levels, ten separate circuits, including only such lines, have aln-ady been dosed, and in addition there are six separate circuits, one side of each of which is formed by thelevi'ls takesi by the Hudson Hay railway engineers during the construction of that railway, this being the only case of a rai'way line crossing the meridian and base-line levels in the north. The details of the circuits are given in the following table. In the case of the circuits between the fourth and fifth meridians the closings of the 20th and 21st base-lines are omitted owing to error having been found in these two base-lines and the larger circuit comprising the area between the 19th and 22nd l)ase-line is substituted. The closing of this large circuit is very remark- able, and it will be noted that the next closing to the north, namely, the circuit between the 22nd and 23rd base-lines, confirms the belief that the levels in this district are verv accurate. 24 TOPOCHAPIUCAL SVRTETS BBAXCH The aides of each circuit are enumerated round the circuit in the direction of watch hands. The positive sign of error indicutes that the final elevation reached for the initial bench-mark is higher than the original elevation. In the case of circuit No. V which involves the Hudson Bay railway levels, and of Nos. VII and VIII involving only meridian and base-line levels, no computation of the closing error per mile is given, as gross errors evidently exist in these circuits. Table I. — Closing errors, meridians and base lines. Circuit. .'^idcs. Miles. CIo.sinR error. IVr mile. Per V miles. I. West of Principal Meridian. 15th Base Rs. 27-31 28 24 57 39 -1.14 -0.98 -0.79 —1.94 -1.86 +0.47 0.008 0.003 0.004 0.016 0.009 2nd Mer. Tps. 57-00 16th Base Hs. 22-31. .. Hudson Bav Hv 16th Base Rs. 1-22 II. 148 129 5" . .J 24 0.095 Hudson Bav Rv 17th Base Rs. 1-13 Prin. Mer. Tps. 61-64 17th Base Rs. 1-13 III. 283 75 42 44 24 0.058 Hudson Bay Ry 18th Base Rs. 1-8 Prin. Mer. Tps. 65-68 18th Base Rs. 1-8 IV. 185 44 39 13 24 0.056 Hudson Bay Ry 19th Base Rs. 1-3 Prin. Mer. Tps. 69-72 19th Base Rs. 1-3 V. 120 13 17 10 0.176 Hudson Bay Ry Prin. Mer. Tps. 73-74 20th Base Rs. 1-3 VI. 40 15 22 14 51 Hudson Bay Ry Prin. Mer. Tps. 74-76 0.066 II Circuit . VII. VIII. IX. X XI. I.EVEU.iyG OI'ERATIOXS Table I — Continued. 25 Sides. XII. IJ'e.si oj Third Meridian. 3r(l Mcr. Tt).s. .")7-(jO. loth Base Ks. 1-7... Delarondc lake 16th Basp Ks. 1-8... Delarondc lake 15th Base ll.s. 7-20. Ministikwan trail . . IfUh Base Us. 9-25. 3rd Mer. T\)s. 01-04. 16th Base Rs. 1-27... 4th Mer. Hs. 01-04.. 17th Base Rs. 1-27... 3rd Mer. Tps. 05-08. 17th Base Rs. 1-27... 4th Mer. Tps. 05-08. 18th Base 1^. 1-27... West of Fourth Meridian. 4th Mer. Tps. 73-84. 19th Base Rs. 1-26... 5th Mer. Tps. 73-84. 22nd Ba.se Rs. 1-20... 4th Mer. Tps. ', 5-88 24 22nd Base Rs. 1-26 152 4th Mer. Tps, 85-88 24 23rd Base Rs. 1-26 150 Miles. 24 38 48 110 114 33 100 247 30 160 24 154 368 24 154 24 150 352 72 150 72 152 452 Closin;; error. + 5.07 +0.78 + 1.50 +3.43 +0.52 Per mile. Per V miles. 0.003 0.049 0.004 0.079 0.010 0.182 0.001 0.026 0.001 0.014 26 roi'ouu.M'invAL sritrKrs brascii Table I — Continued. I'.r mill'. Per \ miles. OOOG 0.080 0.000 0.080 In considering the "losings it is to bv remonihcrcd that all the liiu's of levels have been run through country which is practically uninhabitated, and amid very great natural difficulties, and that these levels are not intended to be precise levels, the aim being only to keep such an t>xtensive system of levels free from any errors, local or accumulated, which would make their arcuracj' inferior to what is required for engineering works such as drainage, construction of railways, etc. The majority of the clo.sings show a smaller error than tlie limit specified in the C.enerat lnstr\iclions and, vvliere this limit is evci cdeil, the evidence tends to show the excess is due, not to an accumulation of .-mall inaccuracies, but to the presence of some larfre local error. The conclusion wcjuld seeni to be that the limit of 0.10 foot ^' miles can be readily maintained, even in t'lC difficult surroundings, if la'ge accidental errors can be avoided. The presence of such errors shows that duplicate running cannot get rid of this danger. There can be little doubt that the ciiief source of such large act'idental errors is the failure to really check certain danfi;erous breaks which may occur in the cimtinuity of the levels. The lines nuiy be checked in sections, but it maj' some- times occur that certain connections have never been really checked at all. Levellers are very prone to treat the entrance of a large accidental error into their work as a remote contingency, but the closings of circuits show that this is an ever present danger. It is somewhat remarkable that the signs of the closing errors are positive in all the circuits except Nos, I to V, aU of which have the Hudson Bay railway as one side. The circuits have not bein levelled round their course in one direction, the almost universal rule being that the meridians forming the east and west sides of a circuit have been levelled from south to north, and both the base lines from east to wedt. The circuits may therefore be regarded as LEVEU.ISQ OPEKATIOys V the cIosinKs of two liiii's of levellings run rotincl opposite side.-* of a rcctjitiglc, each of the lines commenoinK at the southeast eomer and endinn at the north- went comer. If the persistence of the positive sign is not a mere <'hanee (as is almost certainly the case) it would indicate that the h'velliuK followinn the east and north sides falls continually helow the levelliuK followiiij? the otiier two sides. It may he noted, as hearing on this (luestion. that no ••irciiils have yet been dosed whicii lie on oj)i)osite sides of the same meridian. A further interestinR fact may he here noted which has heen oh.-erved to a considerable extent in runninR i)fcise levi'ls. When a line has been levelled for a considerable number of miles in (>n<' general direction, and a sudden change occurs to another direclion, a marked variation alnutst ini)nedi;itely shows itself in the rate of a<(umulaiiou of the discrepancy. It has bei n found that a line of precise levels rtmning in a north or south direction will penenilly show a smaller accumulation than one running east or west. The cause is pmbaMy due either to the difft-rence of illumination of the fore and back rods or pe(ti\i' di-iaiicts levelled are 'M) miles an(i the railway. The accumula'ed difference between the crossing of tiie Itilh ba-;e, forty-three miles from I'as, and the crossing of the 2()th base line east of the principal meriili;in, 17") miles farther on, amounts to 0.04 feet. Thi' accumul.itio7i is so unifdimiy of one sign that it ai)peai-s the difference luu-t lie due to souse systematic caui-e and not to an acidental one. Between the third and fourtli n;i ridians tl>e clo-ed circuits lie i)etween the fifteenth and eighteenth base lines. While the individual closiuus are fairly good, yet the fact of their signs Ix ing all positive causes a markeil accumulation of error as wf go from the southeast to the Tiortliw(st of this art a. In a total outer circuit of 448 miUs the acctanulation amoinits to .").71 feet. Five base lines liave been conii)leted iietween the fourlh and fifth meridians. The cio. .ngs of the nineteenth, twenty-second and twenty-third base lines agree remarkably will, while the twentieth and twenty-first base lines show discrepancies of (>..")() feet and S. SO feet, resi)ectively. Considt ring Ihe ana bounded by the two meridians and the nineteenth anv<'l (liiltim. Known liutiim, but not yet tubututiKl. Dutiuii not known. Principal meridian and east and wf»t Second meridian and went 1.997 387 803 1,300 1,163 353 Milrs. 288 202 178 305 280 207 Milni. Third " " Fourth " " Fifth 18 217 Sixth " Totals 6,06C 1,469 235 ■ In regard to the bench-marks along meridians and base lines, none of these are included in the present report. The following table gives the number of bench-marks established and the state of their reduction to sea-level datum:— BENCH-MARKS ALONG MERIDIANS AND BASE LINES. I. II. III. Listed and referred to sea-level Established in the field, but not yet Listed, but on assumed datums -te.l. .j,442 1,732 593 Totals I 7^707 6,827 2,200 788 9,815 As m the (-use of the previous summary of the reduction of the lines to sea-level, the bench-marks in class II are on lines most of which have been very recently . ■veiled. The number of the bench-marks in this class is estimated. It will be noted that the milcajre stated for the three chisses as tabulated for natural features and for bench-marks is not exactly the same in the taoles. Ihis IS due to the available information in regard to datum being considered, in the case of a few lines, to be good enough as a basis for regarding the elevations of the natural features as being referred to sea-Ievei, but not good enough for trie purpose of bench-marks. The Hevations of the bench-marks are the real foundation of the whole system. These are recorded in the field to hundredths of a foot. No adjust- mcnt.s have yet been applied to their elevations. In compiling the lists for each line, when a surveyor has commenced his work off some previous line, the initial bench-mark heads the list and is given the same elevation as it has in the list of the previous line, which is always referred to sea-level if such a datum is LKVKhUSfi ItPgRATIOSH 31 availahl«>. The sann' ark and the elevation of some neiKhbourinn natural feature as (tiven in the lists in this report, but no confusion need occur on this accoimt and the method adopted is the only one by which elevations of natural features can now be published while the elevations of the bench-marks, on which all future work depends, are kept free from useless temporary disturbance. Table II. — Statement of mileage of levels alonn meridians and base line.s run in each season. Note:— EiM'li M'nM>n if takfn im t'ndinii Mnri'h :il iif lullowinK yi-jr. Une. Season 1905. 18th base line west < ' '>th meridian .Season 190S. Third meridian 11th base line west of 5th meridian Season 1909. 15th base line west of 3rd meridian 16th " " Fourth meridian 9th base line west of 5th meridian 10th " 15th " 15th base line west of 6th meridian 16th " " 17th " «' 18th " " Tps. or Hs. 53 7 1 1 67 8 8 25 1 1 1 9 19 60 19 27 27 80 9 11 27 8 4 9 14 Survoyiir. Miles. J. X. Walhue. . . 114 Total 114 A. Saint Cyr B. J. Saunders 48 68 Total 116 \V. Christie. 162 A. Saint Cvr. . 162 J. X. Wallace H. .1. Saunders B. .1. Siiundcrs. . . 84 12 22 A. 11. Hawkins 18 A. FI. Hawkins A. H. Hawkins 48 24 <;, MacMilhin (J. MacMiiian Total . . 52 29 613 32 rniiw .iicAt. nvMrnr/i iirascu Table II. i .utement of milaRe, Hc—Conttnuni. Line. Sranon 1910. Prinripal mcridinn 'iiMt i>f prinripal iiii' line pnut of principal lin«« west of principal line west of principal 8tli hasu meridian Oth Imse meridian Oth huso leridian loth base meridian Sei'ond meridian Third meridian 17th base line west of 3rd meridian. Fourth meridian 18th base line wcHt of 4th meridian. 19th " " 20th " " 2l8t base line west of oth meridian. 16th bose line west of Gth meridian . 17th " « 20th « « Season 1911. T|M. or \U. 29 - 35 1 21 61 1 81 1 1 1 1 5 9 13 31 01 6-t 13 95 12 5 9 18 13 14 17 Principal meridian Second meridian 15th base line west of 2nd meridian, 17th " 3rd " Fourth meridian Fourth meridian 23rd base line west of 4th meridian . 24th « " Fifth meridian 22nd base line west of 5th meridian . 28th " " 29th " " 21st base line west of 6th meridian . 22nd " " 23rd " « North boundary of Peace River Block East outline of range 13, W. 6th meridian East outline of range 13, W. 6th meridian West boundary of Peace River Block West boundarj' of Peace River Block 85 - 88 48 61 1 14 61 95 1 1 71 1 - 1 - 1 - 13 - 13 - 9 - 13 - 83 - 85 - 77 60 67 21 27 66 105 26 4 112 20 4 2 26 26 13 25 84 88 80 Survi-yor. K. W. Robinson. E. W. l{.)l>in> >inson. E. W. I{obin-«)n E. W. Hnltin.'fon. • E. W. Robinson. E. W. Robinson. A. Saint Cyr. . . . A. Saint Cvr. . . . J. X. Wallace.... W. Christie B. J. Saunders. . . W. Chri.stic A. H. Hawkins.. r«o. MacMillan. 0»o. MacMillan. Geo. MacMillan. Total. A. E. E. A. A. J. G J. T. A. T. T. G. O. J W. Ponton . . W. Robinson. . W. Robinson. . Saint Cyr Saint Cyr B. MacFarlane. H. Blanchet... B. MacFarlane. H. Plunkett... H. Hawkins. . . H. Plunkett... H. Plunkett.. . MacMillan Rolfson R. Akins J. R. Akins. 0. Rolfson . . J. R. Akins. . . G. MacMillan. J. R. Akins. . . .Total Mild. 40 27 63 32 24 78 87 72 30 54 108 51 27 30 "757 72 33 126 81 36 63 150 24 247 120 22 6 79 78 30 75 12 24 24 24 1326 ' >•"»- l:tki' i-ii i> l(,,it.,,v, HI, S. 'I'rarkinj oanoe up small rapiiN, Ncisoii ri\-rr. I'linl., Iiy II. H..u«.i\. I). I.. •:i07.-— p. .-ii. I LEVEU.IS II lH'KI<\Tloys Tablk II.— Stutemont of milage, etc.— Continiiffl. 33 Lino. Seannii *', ' .' Principal mcridi:) T|)s. or l{s. 10th l)as(> line wist ,f nri(ici|.al moridian . _ lltli base line west of principal ( B meridian 12th base line we.xt of principal meridian 13th base line west of principal meridian 14th base line west of principal meridian 15th base line west of principal meridian 16th base line west of principal meridian 17th base line west of principal meridian 13th base line west of 2nd meridian. Third meridian 18th base line west of 3rd meridian . Fourth meridian 19th base line west of 4th meridian 20th 24th " 23rd ba.se line west of oth meridian Sixth meridian Sixth meridian 20th base line west of (ith meridian 22nd 23rd " « t»l 28 7'> o 1") l(i 24 1(> ~ 24 28 - 32 30 - 31 1 4 1 25 1 8 1 4 «■) 08 1 27 105 115 () 20 10 20 .') 1 2(> 8r) - 88 8i» 00 18 20 ;) - t 1 - 9 SeaKon WIS. Principal meridian 2nd base line west of principal meridian i j 3rd base line ea.st of principal meridian p]ast outline of range 7, east principal meridian 5th base line west of principal meridian ' 6th ba.a.e line west of principal meridian 7th base line west of principal meridian 73075—3 Survcvor. A. (J. Stuart . (i. H. Herriot T. H. Plunkett T. H. Plunkett T. H. Plunkett.. T. H. Plunkett. T. H. Plunkett. (). Holfson. (). Holfson. (). Holfson. . T. H. Plunkett. A. Saint Cyr. . A. Saint ("vr . .1. H. .McFiirlanc (;. H. Hlanchet (i. McMillan ... •J. B. McFarliinc. A. H. Hawkins. J. H. Akins A. H. Hawkins J. H. Akins. . .1. H. Akins . J. H. Akins Total. 80 M. VV. WauRh 34 I A. (i. Stuart 1 - 7 A. f;. Stuart 9 10 A. ( ;. Stuart 31 - 33 A. G. Stuart 31 - 33 A.C.Stuart 31 - 33 A. r.. Stuart Milos. I(i8 08 57 54 40 25 II I!) 150 48 24 24 158 50 120 100 9 150 24 12 50 15 45 1433 50 200 42 48 17 IG 15 34 TIU'dHRM'lllfM. SI RVFYS HRA\(I{ Tabdk II. — Statement of milage, etc. — Vonliniml. IJnr. Mil(w. Season WIS — Con. 13th l)ase lirn' we.st of i)rincii);il meridian | 15 14th base line west of principal[ meridian 17 16th base line west of principali meridian j 2() 17th l)ase line west of prineipali meridian | {) 18th base line west of principal meridian 1 19th base line west of i)rincii)ali meridian i ] 20th ba.se line cast of principal . meridian ' l - 20th base line west of princijial meridian ! ] - 21st base line east of j>rinci|)al meridian i - East outline of ranjie 31, W. principal meridian 15th base line west of 2nd meridian 16th " " Third meridian 19th base line west of 3rd meridian 21st base line west of 4th meridian 22nd 24th " 25th " "4th base line west of 5th meridian. z5th " 26th " " 27th " " 27th " " 28th " " East outline of range 18 W of 5th meridian East outline of range 22 W of 5th meridian 27 i T. H. I'hinkctt. i 29 I T. II. Plunk.tt. i 31 j <). Holfx.n 1 19 I (). Holf.soii - 1() i (!. H. Heniot. j - 7 I (;. H. Herh(,t. Season 1914{Part.) (Work done up to October 31, 1914) Principal meridian 6th base line east of principal meridian 3 9 1 - 24 22 - 27 12 - 27 69 - 72 1 - 17 1 - 26 1 - 26 6 - 11 1 - 12 18 - 21 18 - 21 18 - 20 9-18 19 - 22 18 89 - 108 89 - 92 81 10 88 H. W. Waugh 15. \V. Waugh, H. W. Waiigli. A. G. Stuart E. S. Martindale E. S. Martindale. A. Saint Cyr. . . . A. Saint Cyr F. V. Seibert .... G. H. Blanehet . J. B. McKarlane. J. B. McFarlane. J. K. Akins J. R. Akins J. R. Akins J. R. Akins J. A. Fletcher. . J. A. Fletcher. . . J. A. Fletcher. J. R. Akins... Total A. H. Hawkins A. M. Xarraway. . . 78 78 32 66 96 37 42 18 54 144 36 94 24 102 152 152 33 72 24 24 18 57 21 6 120 24 1992 48 6 LEVELUXG OPERATIONS 39 Table II.— Sti'tcmont of niilago, etc. —Concluded. Line. line line east we.st of of principal principal! line west of principal line east of principal Season 1914 (Part.)— Con. 12th base line ea.st of principal meridian 13tli base 13th base meridian 14th base meridian 19th ba.se meridian 21st base meridian 22nd base meridian 22nd base meridian. 22nd base line west of principal meridian East outline of range 1 east East outline of range 3 east East outline of range 1 1 east ' East outline of range 20 east ' 2nd base line west of 2nd meridian' Tp.i. or Its Surveyor. 2 1 13 3 2 14 11 - l(i line east of principal line east of principal line east of principal! 1 12 M. M. Narraway. Narrawav. T. H. Plunkett.. T. H. Plunkett.. G. H. Ilerriot. 19 I C. II. Herriot. .\. H. Huwkin.s. 2nd meridian! ■^rd meridian, h meridian . 16th base line w 2nd base line 24th base line w 2oth " 20th " 26th base line west of 5th meridian 2rth " 29th " " West boundary Peace River Block 1 4.5 - 37 - 81 - 50 - 1 - 1 - 1 12 - 13 - 1 - 1 - 1 - 2 _ 51 - 20 48 44 84 S7 30 11 30 2,-) 2.T 2.-) 17 9 24 84 B. W. Waugh A. H. Ila-vkins.. A. M. Narraway.. . .^. M. Narrawav. . . B. W. Waugh. ; B. W. Waugh A. G. Stuart E. S. Martindale . A. G. .Stuart (!. H. nianchet... G. II. Bhmchet . V. V. Seibert J. A. Fletcher. J. A. Fletchn- J. H. Akins L. Brcnot Total. SU.\I.\IARY OF MILKAOK. Season 1905. . 1908 1909 1910 1911 1912 1913 1914 fPart^, Total. 114 116 613 757 1326 1433 1992 1416 7767 Miles. 12 12 10 30 30 48 6 54 6 24 48 24 18 178 66 178 83 70 146 102 51 136 24 141(i 73075— 3 J TorOdKAt'llKM. SI l{\h:}s HR.WCH Table III.— Linos of Icvi'ls along mcridinns and base-lines coinplctcil up to October ;}1, 1914. Line. Principal meridian « « « •4 east . we." I east . wesi oast west . east west east, west 2nd base wes: 3rd 5th 6th 6th 7th 8th 9th 9th 10th 11th 12th 12th 13th 13th 14th 15th 15th 16th 17th 18th 19th 19th 20th 20th 2l8t 21st " " 22nd " 22nd " " 22nd " west Ea.st outline range IT. East " 31 ;. East " 71 :. East " in: East " 20):. Ea,st " 3nV Second meridian 2nd L • - west 13th " east . west east, west easi . 15th 15th 16th Tps. (ir H.<. Carried forward. 1 28 29 3.^> 48 ()0 (Jl 72 72 - 80 SI 88 1 34 1 7 31 33 10 31 - 33 31 - 33 1 i) 1 1 6 5 - 15 16 - 24 2 - 3 16 - 24 1 2 13 - 32 11 - 31 - 4 21 - 31 - 31 19 - 16 1 1 1 1 I 12 1 12 1 4.-) 37 9 81 85 1 56 1 1 1 22 1 ■"Miivi'vor o 7 7 3 9 18 20 48 44 10 84 87 24 67 30 4 21 27 27 \. K. A. (.. B. A. A. (!. Stii;irt. . . W. Robinson . *V. Ponton. . H. Herriot W. Waugh H. Hinvkin^ ('.. Stuart M. Narravv:>v. fl. Stuart . E. W . liobinson T. H. Plunkett. A. T A. T. (). E. O. O. G. A. B. A. A. A. B. M. Na.-rawa\ H. I'lunkett!. M. Xarrawav. H. Plunkett Holfson W. Robinson. Rolf.son H. Herriot . it W. Waugh H. Herriot H. Hawkins \V. Waugh H. Hawkins. M. Narraw.i\ . (!. Stuart \V. Waugh \. G. Stuart E. W. Robinson. A. G. Stuart. . . T. H. Plunkett . E. W. Robinson. E. S. Martindale Yrur. Milf.s 1912 1910 1911 1912 1913 1914 1913 1913 1913 1914 1913 1913 1910 1910 1910 1012 1912 1914 1912 1914 1912-14 1912-14 1912 1910 1912-13 1913 1913 1914 1913 1913 1913 1913 1914 1914 1914 1914 1914 1914 1913 1914 1914 1913 1910-11 1914 1912 1911 1913 1913-14 lt)8 40 72 68 .-)() 48 200 42 17 (> 1(> 15 27 2 32 57 ■A 12 40 12 113 119 19 t)3 182 114 96 30 37 ■\?. IS rA 48 6 54 I) 24 48 48 24 18 144 65 178 24 126 36 160 "2874 IK\ El.l.lM: UI'KltA TIOXS Table III — Continuiil. 37 Linp. Hrouf^ht forward . Third meridian 2n(l l)as(' wost .... loth " If.th " 17th " IRth " 19th " Fourth meridian . 18th base 19th " 19th " 2nth " 2()th " 21st " 22nd " 23rd " 24th " 24th " 2oth " 2oth " 2fith " west . Fifth meridian 9th basi' west . . 10th " 11th " loth " 18th " 21st " 22nd " 23rd " , . 24th " 2oth " . . 20th " 2t;th " . 27th " . . rth 27th " . . 28th " 28th " 29th " 29th " East Outline range 18. " 22. Carried forward . Tps. .,!• I!.. Mi 71 8 8 7 25 1 1 ■ 1 1 18 18 1 18 1 9 19 1 18 1 2 .S9 89 72 30 27 27 27 27 17 tit) 95 115 12 5 - 2ti - 9 2() 20 2t) 2(i - 11 25 12 25 25 112 9 11 19 27 19 18 20 26 21 21 17 20 9 18 22 4 24 108 - 92 A. Saint ( '\ r A. (!. Stuart \V. ("hristif. A. Saint ("vr. A. ^aiiit Cvr .1. X. Wallace. J. H. McFarlane \V. ("hristi.- M. .1. Saunders.. . f:. H. HIanehet.. W. Christie. a. MeMillan... F. V. Seihert C. H. Blanchet . .1. B. McF.irlane C;. H. Blar ■\ut.. .1. B. MeFarhme (i. H. Blanchet.. F. V. Seihert. . . . T. H. Plunkett . . B. J. Saunders.. . A. H. Hawkins J. X. A. H, Wallare. Hawkins a J. H. Akins it J. A. Fletcher! J. n. Akins. .. . J. A. Fletcher. . J H. Akins.. A. Fletcher. . T H. Plunkett.. .). A. Fletcher. r H. I'lunkett ■I. n. Akins J. A. Fletcher J. H. Akins 1909-13 1914 1909 1910 1910-11 1912 1913 19il ;909-10 1911-12 1910 1910 1912 1910 1912 1913 1913 1911 1911-13 1914 1913 1914 1914 j 1911 1909 1909 I 1908 1909 1905 1910 1911 1912 1913 1913 1914 1913 1914 1913 1913 1911 1913 1911 1914 1913 1913 2874 120 178 102 102 159 158 102 36 171 119 72 30 126 54 100 152 152 150 00 83 72 76 146 247 12 22 08 18 114 108 120 150 24 24 102 18 51 57 21 22 (i 6 136 120 24 6990 1 rtn'naitM'inr.ii. .srwrATs brawb Table III — Concluded. Line. lirought forward Sixth Meridian Tpsi. or Ks. west . ISth base 10th " 16th " 17th " 18th " 20th " 20th " 2l8t. " 22nd " 22nd " 23rd " North of Peace River Hlock East outline range llj " " 13 West of Peace River Block. . Total.... 85 89 1 1 5 1 9 13 18 13 5 13 1 13 83 85 77 81 85 88 90 8 4 13 14 14 17 2() 26 7 26 13 25 84 88 80 84 88 Siirvovor. Venr. C. -MeMilhm. R. Akins 1912 , H. Hawkins , 1912 I 1909 1909 1910 1909-10 1909 1910 R. Akins i 1912 MeMilhvn i 1911 R. Akins '■ 1912 Rolfson I 1911 R. Akins : 1911-12 ; 1911 Rolfson I 1911 R. Akins | 1911 MeMiilan ! 1911 Brenot ! 1914 R. Akins i 1911 SUMM.VKY ACCORDING TO LOCALITY. Principal meridian and east and v.e.st 2,285 Second meridian and west 589 Third Fourth Fifth.. Sixth 1,041 1,605 1,470 777 Total 7,767 Table IV:— Sundry lines of levels completed up to October 31, 1914. Miles. From. Prince Albert. Lloydminster . Athabaska Bittern lake . . . . Gretna Mirror Landing. Mirror Landing. To. W. Third meridian, town ship 52 16th base line R. 25 of 3rd meridian Fifth meridian, town- ship 71 Montreal lake Principal meridian Les.^er Slave lake 18th b.ise line, V.. 2, W of 5th meridian Total . Route. Year. Highway . 1911 Highway \ 1911 River ire I 1912 Highwav i 1913 Highway \ 1913 River ice ; 1914 River ice ! 1914 6900 24 12 48 24 51 79 29 30 50 79 15 78 75 75 12 24 24 24 24 7/767 Miles, 33 83 70 5 4 44 19 258 LEYFJ.USd OI'EKATtoyS 39 Table \':— Siimmary of miloaRe of all lines of levels PoinplctiMi un to October 31, 1914. Meridian and hasc-lino levels Precise levels (See table VI, pajje 4')). Sundry lines of levels Total 1 .1 lit t.titil !»,t)8<) LINKS OK PUKCISK LKVKLS. Lines of precise levels were inaugurated during the season of 1912 The first hne was levelled from Edmonton to Athabaska Landing and ran partlv along the travelled highway and partly along the Canadian Northern railway track The distance is 93 miles. This line has been referred to already. In the same season, work was commenced on the fundamental line to ex- tend from Winnipeg westerly to Edmonton along the Canadian Northern rail- way, to which reference has already been made. The distance between th^'se places by way of the route selected, which is by Hudson Bay Junction an.l Frince Albert, is 958 miles. During the season, 429 miles were completed, extending from Hudson Bay lunction to Islay. Nearly all the lines of precise levels have been run along railway tracks Ihe use of a railway handcar has been allowed by the railways, and one is used in all cases. The level party consists of the leveller, recorder, two rodmen umbrella man, cook, a man appointed by the railway to watch the handcar' and one or two extra men to make bench-marks. These latter work indi'pen- dently in front of the level party. A very material help m increasing speed is afforded by the use of a railwav boarding car which is attached to one of the usual freight trains when cami) is moved. * It is the almost universal practice on this continent to run lines of precise levels over railway tracks, using the rail itself as a turning point. In regard to the latter, careful investigation has failed to find any detriment to accuracv while It very greatly increases the speed over that gained when other kinds of turning points are used. The method, however, seems to have failed in other countries. The Survey of India states: "The successful employment of a rai" as a staff support must depend upon the construction of the permanent wav in India the permanent way is not sufficiently rigid." a* * ^^% instruments hitherto used have been the precise level of the United States Coast and Geodetic Survey pattern, and precise rods graduated into yards, tenths, and hundredths of yards. The graduation of the rods is practi- cally of the s- me pattern as is used on precise metre rods. The smallest gradu- ation on the rod is one-hundredth of a yard, the readings being estimated to thousandths. Three wires are read as usual, the sum giving differences of ele- vation in feet. The readings of the three wires at each sight are read over again if the difference between the wire intervals exceeds three-thousandths of of a yard. All lines are run independently in both a forward and backward direction, different turning points being used. The limit set is 0.017 foot V miles, which corresponds to 4 millimetres V kilometres. Unless the duplicate measurements 40 luriniUM'llirM. ailtVUYs HRwrn of a mill' .section ujjrfc within tlii'* amount, tlic section is levelled over aRain. The following i.s a specimen of the field book used. The readinR.s which are markril off hij henry linrn are intermediate sights, these being entered on the riKht-hand or left-hand pajte according as the point sighted on was in front of, or behind the instrument. This arranjtement is necessary for subsequent computation of the mileage of the point from the .stadia" intervals. Such intermediate sights are taken after the main foresight and backsight readings have been recorded, the rodman walking back to the point, if neces.sary. They «lo not, therefore, in any way atTect the accuracy of the main line. The inter- mediate sights which are recorded incUuh- the elevations of the rail at railway stations, important bridges, and road crossings. The water elevation is also taken for all streams crosse:{2 2.51 ! (is" 12.34 H :>s>t3 2.-.1 A 14H2 248 2i;i4 .-.64!) HYi .502 1730 4446 4(« 491 i o i:w2 24ti 1 70° 1220 247 A 1IW,S 246 H 1467 249 ISS4 4014 4!t2 I 1 1716 4403 490 992 2 I2!t7 2.31 1 Ba.-ic' ol rail, bridge No. .36 .S .V 1.V2H 17(il 4r),S6 233 4(i4 ! Water 16.4 ft. lower. ;{ I.-.4 24.5 72° 1323 24S H 179!) 246 A 1.571 249 2<)4.-| iWOS 4<.»1 14S,5 [ 1S20 4711 497 14S9 4 12S2 246 74° 14.S3 247 \ l.-|2H 247 1 li 1730 24S 177.") 4,-.sr. 493 197S 197H .5191 495 1984 h 1 12a 247 i 71 1.5.59 24S B i:}7l) 247 i A 1K07 247 1617 4110 494 2472 : 2054 .5420 495 24V9 5 Hoad <'ros.sing 13S7 9S N. of Sec. 31 Tp 3.), H. 2 1. \V^-i 100 l"kS5 44.57 198 Forwar .1 21C.i6 2472 24174 2479 i.f:\ 1:1.1.1 Mi nrt:n\ri(i\s 41 nuriiiK tin- artmil pmnrtss of the fi('lination of computation and al)wtri(t, is fillcil in at intervals of cvcrv iVw davs. A sprcinuMi is jfivon below. The correction for temperature and also the partial and total dis.-repnncies are stated in ten-thousanilths of a foot. The abbrevi- ations used in the columns headed " Sun " and " Winil " are as follows: S. = sunshine; f'.=cloudcd; S ('.= sunshine and cloud; S. =strim(£ wind; .M.= moderate; L. =li)rht; ('. = calni. The direction of the sun and wind is shown by a small arrow (not entend in the specimen). TI.e standard temperature for the particular rods used is (>()° F. The correctitm is therefore added arithmt'ticallv to the difference of elevation when the temperature in above standard, and subtracted when lielow. The siu'n of the |)artial discrepancy is always the same as the sign of the smaller of the iluplicate measures. The " HMs" are the temporary bench-marks "stablished at the end of each section. The actual width of the form on a single pajje is seven and a h .If iiich.'s. This cond)ination has given better satisfacti'tn with loMS chance of clerical error than a method of separatiuK the recor.l int.) two forms, in wliich much duplication is necessary. It will be noted that, in the computation, the only t of i-quality. It is a question whether it is needful to consider any correction for temper- ature. Experience shows that the total correction for an average summer .season IS negligible. The important c(msideration is the absolute length of the roils, and whether this has undergone any sudden change en compute^ J ^ U u U ^ £ IMK.V OK ( OMI'I TATIMN I'UKl I.HE I.KVKI.S. ■l...iJu.niUA.i|:^ i ,. § 5 i i' ..i|Mll l-IM Hll..|, S ? •IV JI i - 3 « 5 I'M"! i ,.» li li l§ IS -a 1"! •■"'.! 1 la 13 1 2 +v; . 1 s i I- '* > •i"''K ■.>U|I 11.>1!3 ! 9 t CI I'. I* t- I- 'UOIl.MJJO ) 1 *n 3 ifl »fl o .- s dm.j L "Uii.*!^ i n y. u ^ ? X !» ■Ul)IHl,\.>I-) JO M\\ni „. ;,:<«!fl »o i? 0» — .. !C«S ©3 + 7 + ' + ' +7 ■JL'Kl — — ?i X + + I + I I + ' S i Si t^ I- I- I- 3S 35 •SUOpilJj^' JO 'OS; 22 XX XX ©o ■P"'A\ '""S w V. w ■/. O -^ jnoH © ^ — •■i>«CI I ©© 3© ©= ©© •0*,., 1 1 f- 3 r- S s 3 r^ ^ 1 "x '"mo *-^ tfl O »o Ifl .•r i(^ •-■B "x n»A .^ ..r ».•? .<. Ifl i^ t^ LT n •'" .1 ^ = U. - Urn - ^ X •s.Ka 1- - 1 = = :: LKVKUASu nry'f ( r/o.vy 43 of four planks, MX fwt lonn ami one foot (*r|iiar<' at thr Im-c and licht inrhf- sqimrt! at the top, is placed vertically on the footJMK wliilo it ii M.ft. The l.ox IH then tilled with concrete, tlie top coniinK alioiit mie fnDt aliove the surface. A round brass plate two and one-lialf inches diameter with a s|i;ink three and one-half inches lonK is sunk in the top of the concrete. The uroinid is at once filled in. The level parly arrives alxiut two weeks later. The part of the box above Rround is detachable, and is removed. Thi' remainder of the plank- are left in the Rround. The elevation of the top of tlie bra.ss plate is recorded by the leveller. In reference to the tion of the permanence of bench-marks placed near a railway, the Survey of India con-iders that a really permanent bench- mark cannot be established anywh(/.'IA.).s HlfWiii ? It (■..iUHMt..,| uitl, ||„. ..iKl,t....nth, nin.t,.n.th aii.l twn.liHh ha^. |i,„.. wIht.- of th(. I Ml, has.. ....■ ...-ar tl... nv.r. tlii. part havii.K I „ surv.v...| l„.f„r.- I.'v.-li w..n.,na..Kur;,t.... TI... li..,. .|..w„ Atl.al.a-ka riv.r f..r,n. a„ im, orta,, • ,• 'k • m U... ms..-hn- l..v,.U ru.m.nK l-tw.. „ th.- f.M.r.l. a.,,! Kf.h „,..ri.| ans a. it nMn tlH'm all al..,nt nii.iwav iHtwc.ii the r.i.ridiaii- ,.,.. '''h<'.<;fl'i<- >va. run w.-frly ..v.r ih.' i ,f Atlial.a.ka riv.-r fn.ni tl,,. h t h m,.n.l,an to th.- m.H.tlM.f 1 ...,.,• Slav rivr a.,.l tl...,, u,. that riv.T .. -s 'T •Shu., iak.. a ,l,sta..,.rmit Tho r.sults a.;.. .,,t.i..>l,,,K as l...arir,K on th<. f.-asi.,ility ..f alttl.. way ha.;k from th.. riv.-r t.. form a vall.-v. about 4(M) f..<.t .I.-.-I., whi.-h ,s thickly t.mh. n..l. This w.,ul.l app.ar to aflforil sh,.lt,.r from win.l l.,i su<-h was m.t tl... .-as... th.> win.l K.-i.."rally sw-pinK mile s.-.-tions ha.i a discrepan<.v less than ..?! . twnn'f ; " 'r; ^"'"m':^'"»"; •■iKf't'"'" PCT c.nt w..re over this but u, der OOJO foot, and the remaminfr H per ,...nt. all near en.l uf the work where time was very pressinp, were between 0.030 and o tM't foot The t..tal ac-umuhited .liscr..pan..y in th.- whol.- ninetv-four miles ,s 053 foot I he probable error of the mean r.'sult for a mil.- .section is O.OO.V, foot which is ••..nsiderably Kreaf.r than is the case in summer work on a railwav track 1 he greatest hin< ran.'., to a.-curate w..rk on ice is tl,.. unsteadiness „f the air w-honever the sun ,s shming. So long as the sky is cloud...l there is ittio difficulty in keeping the di.screpancy below 0.017 foot, although the work i« naturally a good deal slower than precis,, h.yel work alon« a nii vav rack an.l the con.htions are st-ven- on all meml.,.rs of tlu- level party. When th,' sun ^shining, however, it bcM-omes almo.st imp,.s^il,l,. to w-ork" 1 here is no s,'rious source of error in using turning plates on ..ither ice or w,.ll packed snow provided the temperature is w,.ll l>,.low freezing, an.l care IS ex..r..,.s,.< , n..r is the instrum..nt much affect.'.l unless th- .'old becomes very extreme wh..n it becj.mes very stiff. The s..nsitiyen,.ss of th,. bubble does not app..ar to b,- alTe,.te.l to any extent. The mean temp,.rature of the ro.ls, hiring Jebruary wa.s + 1° F. The mean for th,. whole lin.. was + W F MHe r^eml^i^tur/bXw 'I^'SOO f!"' "'' ' ''''''"''''' °^ "'^^ ^'>^" ° «'" ^^^ ^^ The genera! conelu.vion wa.s thit the summer limit of 0.017 foot, when 3'^.!..^^'" '""*"■• '■"'"''■!;• '"" "'"r.h re-running to allow for economical work under the severe surroundings. With a limit of 030, however an average of fifty mile, of .louble line can be completed per month, provided I I \ I I.I IM, (»/•//.' {I ll)\S iniilt<'i> iif traii«|iiii't ill) lint I'MiiMi- ili'la^ \VI .11 iiT rmitr V'tilatili (ami ^iiili i-< fni|uiiitiy the la-r in tlif N'.irlhuot I iiiin'li ii-cfiil work .an \. Tlif linis of |inci»i' livrU run up to Oitoliir ;il, I'.HI. arr -liown in iIh' followiiiK talilc: 'r\iii.i: \ 1. I.iiio of pri'ii-r liv.U roinpli'li'il to ((ciolicr :{|, I. nil I'llplll r< \i' ir .>iirvc\iir I> lOtlmimfon Athaliaska !•: I'rincc Allint Waniian I' Warinan l.loyaska 2()tii l>asr linr P Prince Allwrt Hig Hivcr lUIJ C. .Ic la Conijaniinc I., t). I{. I)ozoi> " < ' lie ii ("iiilamiiic l!H;{ I.. (>. I{. I>ozoi> " ( ". lie la Ciinilaiiiiiii' I'.tn .1 Winnipeg Pas Swan Hivcr In. H. IJailway iTotal :l,. n. |{. I)o/oi> :.I. T. (art hew I. <>. 1{. Dozois ii;. \V. herrv !tlt. Mill . •Hi 7» Iti.s It!'.' I!M» fU 102 172 '.M s:. :{2r> '.Mi I .Ml Table VII kIvcm a summary of the accumulated di-icrepaiuy lictween tin- duplicate lines of levellinR fur nearly all the lines of precise l(«vels, tlii- licinit stated as it occurred at tlii' end of every five miles. The talije also fives the probalile error of the mean result per mile of doiilile levelliiiK, and for the whole of each line. The latter two quantities have Iteen computed as follows: — Let e =prol)al>le error of the mean result per mile. I] =|)rohalile error of the mean result for the whole line d =discrepaney lietween the forward and hackward mea-iires of a section of levellin){. 1 =the number expressiiiK the length of the p;irtieular Mitioii, expressed in miles, n = number of sections in the whole line. M = number of miles in the whole line. Then: ■ ii /-;.~^r e = ()l7(i<.( / - 1 !•; ()■ ITC.'.i / ,,- I ti".( /- I '"■y^''.-: If the sections are all one mile lonj; 1=1, and n = .M, and the fnnnuhe would become: — = ()(i7t.')i /- ''■■ V 4.M and K = ()<;71.'. V^f The sections, however, in the lines run, while approximatiiii; one mile e.ich. are not etnial in lenjith and conseiiuently the (juantities li,i\e had to be computed separately for each section. No circuits involving onlv lines of precise levels have vet been levelled in the field. 46 TOI'ddRAPBICAL SVRTKTS BRA\CB Tablk VII.— Smnmary of accumulated discrepancy between forward and hackwiird levcIliiiKs, and probable error of the mean result. I.iiii>. Total L<'n(tth. Hoiiti Miles. o 10 1.5 20 2.i 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 l.W 160 165 170 175 180 185 190 io.-> 200 <»:{ riiill)able error of the mean result. — Continued. Lino. M Total ; lOJ miles, i 172 mihw. Lcnuth. j I Itoutc. I Uaihvjiv. Mills. 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 80 85 90 95 100 105 110 115 120 125 130 135 140 145 150 155 160 165 170 175 180 185 100 195 200 + + Foot. 000 - 0014 + 0006 0004 009 015 007 026 + 0013 + 0027 + 0-036 - 0007 - 0012 - 035 - 052 - 0081 - 0097 - 0127 - 167 - 0161 - 0186 Itailwiiv. Foot . 0000 0011 + 005 + + 007 0010 000 008 001 0013 037 067 044 043 026 066 070 081 067 043 054 079 101 0.S4 075 081 066 060 084 072 073 074 080 070 074 0.-)2 0-067 94 iiiilcs. Foot. 0-000 + 0007 + 0-042 + 054 + 045 + 0-054 + 0-051 ■+- 0100 + 0-051 + 0-082 + 0-070 + 0-082 + 0122 4- 0-141 + 105 + 0102 + 0-066 + 0-111 + 0-03(5 + 053 S.5 mill's. Huilwiiv. Foot. 000 0-028 + 0-008 + 0-039 + 0-075 061 0-078 0-087 + 0-075 + 060 + 0-085 + 0-082 + 0-037 - 0-025 - 0-017 + 0-015 - 0-001 - 0-027 Q V2'> miles. + + + + Hailwiiv. Foot . 0-000 0-012 0-002 002 0011 0-007 0-015 0-028 0-030 0-029 0-048 0-012 051 0-069 0-056 0-0t)3 0-065 0-043 0-018 029 005 0-002 0-008 OOOO 0-OOS + 0-012 + + rol'tKtRAI'Hir.M. SIHYKYS HRWCH I'kobable Kkrok or the Mkan Uesi-lt. Line. D H V (i 0-0032 li J Per mile 0041 0037 0039 0032 0030 Whole line 0384 0320 00512 0400 0440 0292 Probable Error of the Mean- Kesult. Line. K L M P 80.00 58.00 80.00 80.00 09.00 80.00 31. oO Feet. 891 888 896 8q6 895 900 901 K97 898 9«3 9«3 9«.l 805 883 894 916 920 8fK) 865 871 865 857 865 854 837 846 847 856 849 819 803 799 780 79.^ 775 772 791 803 Fenturp. (iroiin-ound at northrnxt corner. 27 13 24 36 40.00 80.00 80 00 ; 1 .4" iA" ;; yi post. " nnrthon.st compr. " ** 1 28 12 24 36 80 00 42.00 80.00 74 1 / river. t ■M.i at northeast corner. 29 1 13 24 36 80.00 71. IK) 80,00 80.00 74 ' 7/') ;6'. 752 ! 1 " ill northeast corner. 30 1 12 24 36 80.00 80.00 80.00 80.00 743 741 734 7.^6 <« •< « „ " « 31 12 36 36 80.00 720 720 730 Lake St. George, south .side. north " Ground at northeast corner. 32 1 12 13 24 24 25 40.00 80.00 26.00 24.00 80.00 738 730 737 725 728 723 Mpost. l-iike at northeast comer, (iround. Lake. (iround at northoa.st corner. Lake St. Patrick, south side. 33 13 24 36 70.00 80.00 723 727 738 741 ^ " " north side. C reek. (Jround. " at northeast corner 34 1 12 25 25 36 80.00 80.00 21.00 28.00 80.00 755 747 759 757 761 " « « Lake St. MicharL Ground at northeast corner. 35 12 13 24 80.00 80.00 1 749 742 716 " M Lake Winnipeg, water on south shore. u:rt:i.i.i\u nrt:HATioss i7 MAT IIU) El.r.VATIONH (IF NAT! B»I. reATl KKH I'KINCII'AL MKKIDIAN. DUtancc Tp. 8w. friim .hi:. Corner. KI.-V. I'l-iitiirr. ChH. I,k» K(Tl. ■" " 48 3(i 51.(H» 71') Liikf WinniiH'K, water on north Mi;U*r*'. m «!( (HI 7l<) (•round Hi witness mound. 4!) 12 4(».00 7^4 '4 p«mt. 12 8U.(NI 721 " twirthcnst rornor. 13 40 (H) 7" •4 I'^'-'t. 24 MO (N) 72.^ " nortl'"/ist corner. 25 18 00 74» i« 25 77 (H) 7.W " at wi .-' tnuund. 30 31 .10 74" tt 60 1 15.00 7.^4 " at witn«'s.s mound. 1 77.00 7.W it it 12 50. (M) 7 47 n 13 40 .')0 751 ('■round. 13 80 00 742 " ut northeast cornor. 24 46.0(1 1 749 i< 24 80. (M) 7.^7 " at northeast corner. 25 7.(H) 741 it 36 80.00 732 " at north east corner. 51 12 77 00 7.^' " witness mound. 13 7,S 10 71.-^ Belanner river. July. 24 2.00 725 (iround at witncs.s mound. 24 40.35 7-' (>M"k. 24 80.00 7.^f' CJround at rinrfheust corner. 36 80. (K) 739 « >< 52 1 27.()() 744 it 13 l.(M) 74« (■round at witness mound. 13 7( no 733 n 24 80.00 7S4 " at northeast corner. 25 80.00 7f>3 if It 3C 25 10 781 tt 36 80.00 761 " at north* ast corner. 53 1 80. (K) 753 it i( i:s 3.(K) 749 " witnes.s mound. 13 80 (Kl 74.=! " northeast corner. 24 76.00 74.S " witness mound. 25 80 (K) 743 " northeast corner. 36 732 (iunisao river. August. 54 1 30 . c.n 759 r.r..=-.iml 1 80.00 749 " at n' rtheast corner. 12 80. (K) 751 11 t< 13 70.00 751 " witness mound. 25 25.00 764 i< 25 31.30 741 Creek. SB TOPOflRAPHWAL SURVEYS BRASCB MAPS (313), (373) ELEVATIONS OF NATURAL FEATURES. PRINCIPAL MERIDIAN. 54 55 56 57 58 25 36 36 1 13 13 24 25 36 36 36 1 1 1 12 13 24 25 25 25 36 36 1 1 1 12 12 12 12 13 13 24 24 24 25 25 36 12 13 13 24 25 25 36 Chs. Lkf.. 77.00 13.50 47.00 80.00 0.00 80.00 72.15 40.00 16.83 37.20 80.00 22.55 47.95 80.00 70.00 68.00 3.00 1.00 40,00 80.00 27.00 67.18 1.00 12.25 80.00 6.01 40.00 51.11 80.00 60.86 80.00 41.67 64. (K) 80.00 52.95 80.00 80.00 80.00 9.98 66.51 23. «H) 00 80.00 80.00 Ket't. 753 750 764 75-J 755 754 752 765 741 752 742 737 762 754 767 779 759 756 772 760 7«3 760 761 780 760 75; 7''9 7(xi 7'>9 759 774 749 774 759 7^^ 7<'4 770 761 77« 745 775 763 764 758 Ground at witness mound. Lake. Ground. Ground at northeast corner, witness mound, northeast corner. Lake, south 8i 36 71.00 745 «) 1 36. (H) 728 1 80.00 737 12 23.00 72(. 13 77. (H) 732 24 80.00 790 25 80.00 7')5 36 80.00 782 61 1 80.00 774 12 80.00 759 24 72.00 730 25 55.34 707 25 80.00 719 36 69.35 707 36 80.00 712 62 1 80.00 744 12 20.00 730 12 61.75 705 12 77.00 720 13 80.00 724 24 79.42 705 25 80.00 729 36 20.00 7<)2 36 64.28 745 36 80.00 726 63 1 31.98 745 1 80.00 7i« 12 80.00 734 13 80. (K) 719 24 45 24 739 24 80.00 700 25 49.54 757 25 80.00 721 36 46.50 087 64 1 20.00 725 1 80.00 693 12 16.30 6yl 12 80.00 746 13 8.85 729 13 80.00 755 I'i'iilurr. Cirouiid at iiorthcsi.st coriuT. " witness mound, it " at witness inouiul. Water in swamp. CJround at northeast <'orner. Water in swamp, (irountl at witness mound. " northi'ast eorner. " witne.ss mound. Kast channel, expansion. June. Ground at northeast corner. East channel, expansion. Ground at northeast corner. Nelson river, east fork of east jjranch. Ground at witness mound. " northeast corner. East channel (l)ranch). Ground at northeast corner. Nelson river, ea.st fork of east brunch. (Jround. Ground at northeast corner. at northeast corner. (tround. at northeast corner. " at nortliea.st corner. Pickerel lake, south side. July. Ground at witness mound. Ground at northeast corner. Creek. Ground at northeast corner. *' at northeast corner. MAP 423 Distance Tp. Soc. from SK. Corner. Chs. Lks. 64 24 80.00 25 63.08 25 78.00 25 80.00 36 23.10 36 29.85 36 80.00 65 1 13.25 1 17.25 1 80.00 12 14.42 12 53.56 12 78.00 13 80.00 24 71.27 25 1.00 25 80.00 36 41.94 66 1 30.29 13 8.00 24 80.00 25 54.25 36 80.00 67 1 41.35 12 30.46 12 44.59 12 78.00 13 80.00 24 80.00 36 2.00 36 80.00 68 1 80.00 12 4.35 12 80.00 13 18.00 24 80.00 25 80.00 36 12.00 69 1 29.60 13 30.93 13 80.00 24 45.37 25 64.32 TOPOaltAPHICAL SVHTETS BRAWH KLEVATIO.\.S OF XATLRAr, FEATURES PRINCIPAL MERIDIAN'. Kiev. Feet. 747 724 742 732 723 740 737 717 738 733 7" 733 724 716 703 707 697 683 717 689 711 684 724 683 699 698 713 702 719 7»4 696 691 707 725 706 679 684 657 688 667 650 675 Feature. Ground at northeast corner. Creek. Ground at witness mound. Water in swamp. Target lake. Island Ground at northeast corner. Creek, flowing northeast to Cross lake Ground. * at northeast corner. Creek (same as above). Ground. at witness mound. " at northeast corner. Creek. Ground at witness mound. " at northeast corner. Cross lake, south side. Ground, highest point, south part of large island. Ground, witness mound on point of land. at northeast corner. Cross lake, north side of large island. Ground on small island. _ " , , highest point small island. Cross lake, north side. Ground. Ground at witness mound. northeast corner. << « « witness mound, northeast corner. Wolverine creek. Ground at northeast corner. at north east corner. Small lake. Ground. Small lake. Ground. at northeast corner., LEVELLlSn OPFflATlOWf 61 MAPS 4]3, 473 KI.KVATIONS OK NATrUvr. KKATIUKS PUINCIPAL MEKIDIAN Tp. Hec 09 71 72 73 74 36 3« 1 13 36 13 24 36 36 1 1 12 13 24 24 25 25 36 36 36 £6 1 1 1 12 12 13 24 25 25 36 1 1 12 12 12 13 13 24 Distancp from SK. Corner. I Chs. Lks. 5.30 46.00 67.00 40.00 46 . 67 78.00 40.00 80.00 40.00 80.00 26.18 80.00 40 00 80.00 10.70 57.50 76.00 78.00 44.20 48.00 80.00 52.10 78.00 80.00 80.00 78.50 80.00 80.00 72.40 80.00 20.00 56.50 80 00 r»3 . 70 80.00 36.00 Kiev. Fpot. 649 49.31 665 4.45 I 654 23 . 70 602 686 641 602 672 602 632 669 659 633 672 659 636 632 690 650 630 630 645 642 677 636 672 688 660 66 r 688 646 647 654 644 657 640 692 662 684 Kent uro. Sipiwpsk lake, south side. September. Ground, highest point on small island. " point of land. " highest point of small island. Sipiwesk lake, north of largo point. Ground, highe.st point on large island. " fit I4' po.«it on large island Sipiwesk lake, north side. Ground at witness mound. Mink lake. Ground at northeast eorner. }i post. " northeast corner. Creek. Ground at northeast corner. H post. " northeast corner. Creek. Ground. " at witne.ss mound. Landing lake, south side. Ground. north " at northeast corner. at witness mound. northea.st eorner (flooded). Creek. Ground at northeast corner (flooded). Mario river flowing east. Ground at northeast corner. (flooded). Mario river flowing west to Wintering lake. Ground at northeast corner. Nathaniel lake, two and a half miles west of line, estimated. Ci round. " at northeast corner. Crossing of Hud-son Bay Railway survey line, alwut 196 miles from Pas tt TOPOdRAPHlCAl SmVEYS BRAyCB MAP 473 KLKVATIOXS OF NATIRAL FKATIRES. PRINCIPAL MERIDIAN. 75 76 78 OJMtanrp from 8E. Corner. rh.1. Lks. 80.00 36.00 80.00 80.00 23.10 47.40 80.00 16.80 80.00 8.20 80.00 80.00 48.50 80.00 46.50 57.50 41.40 80,00 34.20 80.00 80.00 28.50 72.00 0.00 14.30 21.00 77.00 80.00 65.00 80.00 3.00 19.00 21.00 80.00 80.00 25.50 80.00 9.00 45.70 15.00 53.80 Elev. Fwt. 687 701 674 647 649 667 698 640 612 641 653 624 637 666 598 598 645 611 634 644 675 610 598 622 598 598 625 670 640 598 598 603 644 595 654 696 634 62^ 683 626 674 Feature. Ground at northeast corner, northeawt corner. Creek, flowing south east from Paynter lake. Paynter lake. Ground at northeast corner. u northeast corner. Creek flowing east. Ground at north east corner. << It Creek flowing east. Ground at northeast corner. Partridge Crop lake, south side. ^ " " north " Ground at northeast corner. Creek flowing west. Ground at northeast corner. " at witness mound. Bay of Grass river, Partridge Crop lake Ground. Grass river, south side. north " Ground at northeast corner it northeast corner. Partridge Crop lake, south side. " north " Ground at witness mound. " northeast corner. Natawahunan lake, twelve miles east of line, estimated. Ground at northeast corner. Creek flowing east. Groimd. Creek flowing cast. Ground . LEVELLIXU OPKRATrOXS 63 MAP 473 KLKVATIOXS OK NATl RAI. FEATURES PRINCIPAL MERIDIAN. Tp. 79 80 81 82 Sec. 25 36 36 1 1 12 13 24 24 25 36 36 1 12 12 12 12 13 24 24 25 25 36 1 1 12 12 13 13 13 24 24 25 25 36 36 1 1 1 1 12 12 13 13 13 Distance from HE. Corner. Chs. Lks. 80.00 60.50 80.00 43.00 80,00 80.00 80.00 68.00 70.04 80.00 36.00 80.00 80.00 17.10 38.84 60.00 80.00 80.00 3.30 80.00 44.70 80.00 80.00 37.74 80.00 40.00 55.98 2.00 7.90 80.00 20.40 40.00 22.60 50.00 36.89 80.00 17.35 40.00 64.68 80.00 16.75 44.30 1.00 4.81 40.00 Feature. Ground at northeast corner. Creek flowing east. Ground at northeast corner. " at northeast corner. " witness mound. Small lake, south side. Ground at northeast corner. Creek flowing we.st. Ground at northeast corner. Burntwood river, south side. " north side. Ground. " at northeast corner. « u Loon lake, south side. Ground at northeast corner. Small lake. Ground at northeast corner. << >( Pond. Ground at northeast corner. " H post. Creek. Ground at witness mound. Small pond. Groun'! at northeast corner. Creek. Ground at '4 post. Pond. Ground. Creek flowing northeasterly. Ground at northeast corner. Odei river. Ground at H post. Creek. Ground at northeast comer. Swamp water. Ground. Summit. Ground at witness mound. Creek. Ground at J^ post. TOPOORAVmCAL SVKVEYS BRASCB El-KVATIONa OF NATURAL raATlRES. PRINCIPAL MERIDIAN. MAP (S23) 83 84 85 86 24 24 25 25 36 36 36 1 1 1 12 13 13 24 24 36 36 36 1 1 12 12 13 13 24 24 25 25 36 1 1 12 12 12 13 24 24 25 36 36 1 1 24 24 25 EUv. ChH. I.krt. 40.00 80.00 40.00 80.00 20.00 40.00 80.00 34.90 64.00 80.00 80.00 56.45 80.00 15.50 80.00 2.00 78.61 81.00 54.29 80.00 9.76 80.00 54.59 80.00 33.50 80.00 28.97 80.00 80.00 2.45 80.00 12.00 60.00 80.00 80.00 40.00 80.00 80.00 20.00 80.00 40.00 55.00 35.00 40.00 40.00 697 734 740 745 683 679 718 670 68.^ 677 684 670 692 690 738 690 672 685 811 748 740 740 695 753 740 733 705 753 742 722 801 812 740 817 819 840 839 849 842 840 82b 822 822 834 872 Feature. (Iround at \i post. " northeast corner. " }4 post- " northeaat corner. Swamp water, r.round at 34 post. " northeast cornrr. Pond. Ground. Surface water at northeast corner Ground at northeast corner. Meridian river. Ground at northeast comer. Swamp water. Ground at northeast corner. " witness mound. Meridian river. Ground at witness mound. " Summit. " at northeast corner. Pond. Ground at northeast corner. Creek. Ground at northeast corner. Pond. Ground at northeast corner. Pond. Ground at northeast corner. Small lake. Ground at northeast corner. Meridian river. Ground at northeast corner. Swamp water at northeast corner. Ground at \ post. " northeast corner. Small lake. Ground at northeast corner. Surface water at { po-^t . Gull lake, south side. " north " Ground at \ post. 73075— p. M. (SM) lETBLUXO 0PSRAT10H9 ELEVATIONS OF NATURAL FEATUREa. PRINCIPAL MERIDIAN. 65 DMtance 1 ^ Tp. Sec. from 8E. Corner. Elev. Feature. Chs. Lk8. Feet. 86 25 62.43 865 Swamp water. 25 80.00 876 Ground at northeast corner. 36 75.96 868 Small lake. 36 79.00 874 Ground at witness mound. 87 1 23.52 850 Small lake. 1 40.00 893 Ground at }4 post, Summit. 1 80.00 846 " northeast corner. 12 42.50 811 Swamp water. 12 80.00 833 Ground at northeast corner. 13 80.00 861 « « « 24 32.80 840 Small lake. 25 20.00 858 Ground. 25 65.17 893 Summit. ->r 80.00 845 Swamp water northeast corner. 3d 80.00 868 Ground at northeast corner. 88 1 26.10 856 Creek. 1 79.00 879 Ground at witness mound. 12 75.00 801 File river flowing northeast. 12 76.20 807 Swamp water. 12 80.00 809 Ground at northeast corner. 13 40.00 834 Surface water at 14 post. 13 80.00 842 Ground at northeast corner. 24 80.00 833 « « « 25 831 lake, south side. 36 821 " north side. 36 1.00 826 Ground at witness mound. 36 20.00 911 i( 1 36 80.00 946 Ground at northeast corner. 73075—5 TOl-OUKAI'UICAL HVRXKTH BKASCH a n I II j (a 5 I i MAFt >J. » r.LEVATIONB OF NATIBAI, rKATCRKM SECOND BASE LINE WEST OF PRINCIPAL MERIDIAN. NORTH BOUNDARY Of TOWNHHIP 4 Dintanrp Rge. Ser. from NK. Cornor. Efcv. Fcntiu*. Chx. I.kn. Fwj. 1 36 (K) 7«« Ground ut prinripal meridiun. 34 0.00 7«2 " northeast corner 32 00 7HH « •< « 31 MOO 796 Lowe Farm ntution, Can. Nor. Ky., rail. top of 2 35 0.00 791 (iround at northeaNt corner. 34 0.00 794 11 X 32 0.00 8oi «« « 3 36 00 8io << M 34 00 815 " M 32 0.00 825 « M 32 5<) 15 833 Myrtle Station, Can. Nor. railway. 4 36 0.00 838 Ground at northeast corner. 34 0.00 849 •< Mt or NATl'RAI. rEATt RES. SECOND BASE LINE WEST OY PRINCIPAL MERIDIAN. XOHTH HOINDARY OF TOWNMHIP 4 «7 Tp. Hw. 10 11 12 13 14 15 3! 31 3tt 35 34 33 32 36 35 35 34 32 31 31 36 35 35 34 :!3 36 35 34 33 33 32 31 31 31 36 35 32 36 34 32 36 34 Dintnnw from NE Corner. Elev. Keatu Chi., I,kii. 00 50 00 20.00 34.40 36 00 40.00 00 20.60 62.10 74 00 47.00 0.00 0.00 40.00 1.56 0.00 28.00 0.00 0.00 22.00 0.00 0.00 79.80 0.00 0.00 30 80 32-30 00 79.10 0.00 0.00 00 0.00 20.00 0.00 73075—5} Kwt. 1613 i6io 1663 •597 1634 1593 1575 I610 "577 1613 1506 1518 >365 1306 14*4 '465 1453 1456 1308 1508 1489 '495 1488 1419 144a »4I5 1356 1337 1399 «4I3 •425 1408 1414 1433 »455 1480 (•round at northpa.st corner. Watf-r in Hwainp. Ground. Small lako. (Jroiind at % poHt. " northeast corner. Summit. Water in swamp. (Jround . at northeast corner. J^post. Pembina river June Ground at northeast comer. « " at northeast corner. •* t< Swan lalie, expansion of Pembina river. Ground . northeast comer. Canadian Northern railway, between Marieapolis and Greenway, top of rail. Ground at northeast corner. Creek. Ground at northeast comer. «« « Canadian Northern railway, between Marieapolis and Greenwav. Small lake. ^ Ground at northeast corner. Canadian Northern railway, between Greenway and Glenora. Ground at northeast comer. « M « M at northeast comer. TOPoaiuniOAL BOnrtrK bmavcb ELRVATIONi or NATURAL rKATltOU. 8ECX)ND B/VHK MNE WE8T OF PRINCIPAL MERIDIAN. NORTH BOUNDARY 0» TOWNMHtP 4 N MAN at. 11 Rge. Sff. from NE. ConuT. Eler. Frature. 15 33 32 31 eh*. LkH 0.00 0.00 2 OU i486 1507 Ciround at northraHt corner. Water in swamp. 16 36 34 33 33 32 32 31 0.00 00 0.00 12.00 40.00 72.90 40 00 161 1 1526 >509 1348 1512 1383 I5»> Ground at northeaat corner. ««*• 17 35 34 32 00 0.00 0.00 1515 I5>6 1525 " northeaflt comer. r\t>AllV OK TIIWNMIIP 4 See. 32 32 3fl sr; 34 32 32 36 34 32 36 34 32 31 36 36 34 32 36 34 32 36 34 32 31 36 34 32 36 34 33 32 36 35 34 Diatanrp fram NK. CorniT. Ch(. Lkk. (M) 7100 00 76 09 40 00 ()0 63 26 00 00 00 00 00 OO 5.60 00 31.80 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 20.80 0.00 0.00 0.00 0.00 0.00 40.00 33.00 0.00 23.00 0.00 Eiov. 146M »453 '447 >452 '45« «45.^ 1388 1446 1448 1457 >452 •479 1483 1487 »5»5 1502 1530 1548 1567 1606 1 634 1660 1 674 1699 1680 1713 1758 1773 1785 1793 1779 1815 1809 1837 1827 1864 Kraliu*. (jrouixl nt nurthoant corner. WatiT in Hwamp. OrounW at nurthrant corner. Canaditiri Pacific railway, lietwcen LuikUt and Napinku, mileage 46 + 23 (•niiiiul at M pout. " nurtheai*t corner. Souris river. Depn-twion. (irdiriu! at northeaHt lornor. JaclcHon creek. OrouncI at northeast comer. Jackson creek. Ground at northeast corner. Ground at northeast corner. « <« M 41 Gainsborough creek. Ground at northeast corner. 44 (( % post. at northeast comer. « " at northeast comer. Alida station, Canadian Pacific railway, 2yi miles north of line. 70 TOPOORAPnW.iL SURVErs BRAKCa MAP ai ELEVATIONS OF NATURAL FEATURES. SECOND BASK LINE WEST OF PRINCIPAL MERIDIAN. .NORTH BUtNDARY OF TOWNSHIP 4. Rge. Sec. 33 34 32 36 35 31 33 Distance from .NE. Corner. Elov. Ctui. Lkx. 0.00 00 20.00 0.00 11.96 Feet. 1839 •843 1800 1836 1840 Feature. Ground at northeast corner. at northeast corner, at second meridian. LEVm.l.lXa onKRATlONS 71 MAP IS Rge. IE 1 2E 4E 5E 6E KI.EVATIOXH OF NATIKAL FKATIRKS THIRD BASK LINK EAST OK PRINCIPAL MERIDIAN. NORTH Bol SIJAHY OK TOWNSHIP « (HlNNINCi KAMT ) Sec. 31 31 32 33 35 36 32 33 34 31 31 32 33 34 35 36 34 35 36 31 32 33 33 34 Dutanci- from NW. Corner. CIu. Liu. 0.00 81.50 68.12 81.52 81.57 81:57 81.60 68.49 81.50 0.82 81.80 81.50 81.72 81.50 81.57 81.50 81.50 81.50 82.78 81.50 49.62 81.50 47.56 Elev. Fwt. 780 782 782 779 779 775 774 777 777 774 767 73; 771 767 731 775 773 775 777 779 782 785 800 802 806 8io 812 808 813 813 820 Ki'utiire. Ground at prinripui meridian. " northeast corner. Canadian Northern railway, hetween Sanford and Oak Bluff stations. Ground at northea.st corner. Canadian Pacific railway l>etween Lasaile and Fort Whyte stations. Lasalle station, one and a quarter miles south of line. Ground at northeast corner. Along south boundary of lot 64, St. Norbert Parish: — Bank of Rividre Sale. Riviftre Sale, water. Canadian Northern railway l>etween Cartier and St. Norbert station.s. Along south boundary of lot 188:— Bank of Red river. Red river, water. Canadian Pacific railway l)etween Willard and Grande Pointe stations. Ground at northeast corner. M w M M Seine river, water. Dufresne station, Canadian Northern railway, one and a half miles north of line. Ground at northeast corner. Canadian Northern railway between Ste. Anne and Dufresne stations. 72 TOPOORAPHICAL 8VRVE78 BRASCB KLEVATION9 OF NATURAL FEATLRE.«. THIRD BASE LINE EAST OF PRINCIPAL MERIDIAN. NORTH BOl'NDARY OF TOWNSHIP 8. (RUNNING EAST.) MAP » Distanre Rge. Sec. from NW. Cornor. Elev. Feature. Cli8. Lks. Feet. 6E 34 81.50 817 Ground at northeast corner. 35 81.50 822 « u 36 80.70 828 << M 7E 31 81.71 «37 " M 32 82 97 355 <« « 33 47.16 862 Creek. 33 81.49 872 Ground at northeast corner. 34 81.50 886 « it 35 81.50 896 « « 36 81.56 902 << M LEVEIUSO 0PERATI0X8 n MAP 73 ELEVATIONS OF NATURAL FEATIRES. EAST OF KAXGE 7, EAST OF PUINCIPAL MERIDIAN. Rge. 8 9 10 11 12 -s 13 Sec. 36 1 12 13 13 24 24 25 36 1 1 12 13 24 25 36 36 1 12 13 13 24 25 36 1 12 12 13 13 24 25 36 36 36 1 12 13 Distance from SE. Comer. Chs. Lks. 80.00 40.00 20.00 45.00 40.00 36.30 37.80 66.71 40.00 21.00 63.12 52 73 48.05 Feet. ^m l 13 764 " << 24 758 " « 25 756 << i< 36 756 " « 15 1 750 " u 12 751 749 " « 13 61.50 « 13 66.86 731 Brokenhead river. 13 744 (iround at northeaxt corner. 24 49 88 72i) Brokenhead river. 24 25 730 (iround at northea.st corner. 752 " t< 36 762 " i< 16 1 780 " « 12 793 " w 13 828 " M 24 847 " M 25 863 " il 36 27.80 880 Ground Summit. 36 838 837 Ground at northeast comer. (A line was run from here Lake Winnipeg.) Gull lake. westerly to . 717 Lake Winnipeg, northwest of 7. (Jan., 1914.) tp. 16, rge. lEVKLUSa OVEHATIOSS n MAP 71 Rge. 31 1 32 33 ELEVATIONS OF NATIRAL FEATIRF..^ FIFTH BASE LINE WtXT OF I'RIXCII'AL MERIDIAX. NORTH ROINDARV OF TOWNMIIII" Id Sec. 36 36 35 35 34 33 33 32 32 31 31 31 36 36 36 35 35 35 34 34 33 33 33 32 32 31 31 36 36 35 35 34 34 33 33 32 32 32 32 DiHtanit* from NE. Comrr. Ch». Lk». 0.00 40.00 0.00 40.00 0.00 0.00 40.00 0.00 40 00 0.00 71.00 77.13 0.00 3.41 15.60 40.00 0.00 40.00 56.43 0.00 40.00 00 18.00 40 00 00 40 00 00 40.00 0.00 40.00 0.00 40 00 00 40.00 0.00 40 00 0.00 15.00 40.00 75.00 EI.-V. Foet. I6IQ I66l 1670 1687 1692 1695 1699 1699 1698 1717 1702 1704 «633 1582 1564 1705 »599 1714 1735 1696 1742 1757 •774 1785 •794 181U 18.^1 1844 i«5^ 1 861 1869 1867 1876 1887 1906 1918 1924 1940 1938 1954 •959 Feature. (Jrouml at northca.st pornor. H po.st. " northeast eornor. " northoaHt corner. H p»«t. " northeast corner. H po.st. Kocanville station, Canadian Pacific rail- way, two miles south of line. Ground at northeast corner. Crossing of Canadian Pacific railway between Rocanville and Tantallon stations. Ground at northeast corner. Scissors creek, flowing to Qu'Appelle river. Ground . " at \i post. " northeast corner. " 14 post. Creek. Ground at northeast corner. " Jipost. " northeaflt corner. Water in swamp. Ground at '4 post. Ground at northeaHt corner. )i po.st. northeast corner. |M>st. H " northeast corner. H po.st. " northeast corner. " M post " northeast corner. " }4 post. " northeast corner. M post. " northeast comer. Water in pond. Ground at Jj post. Ground. TOPfXlKAPHWAl HVRVEYa BRAXCB MAP 121 ELEVATIONS OF NATl'RAL FEATIIIE8. SIXTH BASE LINE WEST OF PRINCIPAL MERIDIAN. NORTH BOINDARY OF TOWNSHIP 20. RgC. 31 32 I .->) 33 Sec. 36 36 36 35 35 34 34 34 33 33 32 32 31 31 31 36 36 35 35 34 33 33 32 31 31 36 36 36 35 35 34 34 33 33 Distanro from NE. Corner. ChM. Lki). 0.00 7.46 40.00 0.00 40.00 0.00 36.40 40.00 0.00 40.00 0.00 40.00 0.00 34.70 40.00 0.00 40.00 0.00 45.87 0.00 0.00 40.00 00 00 10 00 0.00 40.00 64.66 0.00 40.00 0.00 40.00 0.00 29.67 Elev. Feet I671 1672 1676 1685 1688 1689 1704 1698 1692 1684 1691 1690 1685 1663 1665 1683 1683 1695 1 701 1684 1682 1680 1671 1680 1683 1677 1673 1567 1665 1676 1675 1683 1684 1692 Feature. Ground at northeast comer. Water in pond. Many ponds along line in ranges 31 to 33, elevation of water varying from 1663 to 1691. Ground at }4 post. " northeast corner. H p735 1740 1754 1750 1746 1749 '755 >757 1762 1766 1 76 1 '765 1762 1763 1772 1765 1759 1761 •757 1750 1749 1 75 1 1750 1748 '754 '744 Featurr. (iround at northeast corner. Canadian Xortliern railway Iw-twecn MaeNutt and Calder Stations. Water in pond Many iwnd.x alonj? line in ranges 31 to 33, elevation of water varying frf>m 2 to 10 feet below surrounding lands, Ciround at northeast corner. (iroun (M) 2fi.OO 40.00 80.00 27.00 40.00 EIpv. Fwl. 734 747 74 < 734 748 733 720 Feature. Lak»> St. Pafrirk (principal nu'ritlinn). (iroutul. (irounci, top of ridge. " at ]i iMLst. " at nortiit>H"t cornrr. " top of ridge, at |'4 jMwt. George. Lake St. TOfOOIlAPnnAL MVRVETa BKANCB EUEVATH)Vi or NATt'RAL rEATLRes NINTH BASE LINE WEST OF PRINCUVU, MERIDIAN. n6rth i«h ndary or township n. { I MAN 171, IT} DUtano- Rf.. H«e. from NE. Comer. Ehr. K««ture. Chx. I,lH. FiMt. 1 36 »K) 72^ Ij»kp, 8t. Pjtrick. August. 36 61 00 .4.^ Oround. 3S 10 00 7.^' «i 34 00 757 " at northeast corner. 34 00.50 780 " Summit. 33 .38.00 760 n 32 (00 761 " at a.irtheast corner. 32 40 00 755 '4 post. 31 23.00 777 tt 31 46 00 767 if 2 36 0.00 774 " at northeast corner. 35 30.00 782 " ."Summit. 34 0.00 766 " at northeast corner. 33 .50.00 748 i< 32 0.00 743 ■ " lit northoftst corner. 31 0.00 736 « « 3 36 7*4 Creek flowing north to Mantagao river. 35 0.00 730 Ground at northeast corner. 35 716 Mantagao river, lowest elevation on line, almost same as lake Winnipeg. 34 0.00 729 Ground at northeast corner. 33 0.00 736 i( t( 32 0.00 763 « i< 32 16.70 763 Creek flowing north. 31 0.00 783 Ground at northeast corner. 4 36 0.00 790 i< i> 35 0.00 808 « X 34 6.70 840 " highest point on line. 33 0.00 836 " at northeast corner. 32 0.00 829 << i< 31 39.86 817 K post. 6 36 00 817 " northeast corner. 35 00 819 •< 11 34 0.00 812 « « 33 0.00 810 Ground. 32 00 808 " at northeast corner. 31 0.00 808 « « 6 36 0.00 808 II 36 39.86 802 H post. 36 801 Lake St. Martin, ea»»t ,i»e, September. 33 25.70 805 Ground at witness mor ud >i point of land. 33 801 Lake St. Martin. It. lit. river. )n un peg. imber. f land. HuildinK mou„.| at NE. oorn.r t..wn-hip 1 1.'. rant..- I-, „,.., !7r,fH,'',,i,'r,,h,m."'~ " '' 7307S— p. 80. J *«CW)COPr RiSOlUTION TBT CHART (ANSI and ISO TEST CHART No. 2) ■ 43 ■ 78 ■ 2.5 |» *^* ■h Hi Ib 12.2 iti Hi Ib Km ■a ■ 40 12.0 u MB tuS i 11.8 u 1.6 ^ -APPLIED IIVHGE gTj '653 East Main Street SVa r^??*'r; ^"" "O'k 14609 USA ^^ ("6) 288 -5989 -Fa, III ■i I i i MAP 2:a LEVELUXO OPERATIONS ELEVATIONS OF NATURAL FEATURES. TENTH BASE LINE WEST OF PRINCIPAL MERIDIAN. NORTH BOUNDARY OF TOWNSHIP 38. n Rge. 10 11 Sec. 32 31 36 35 35 34 33 33 32 31 36 35 34 33 32 31 31 36 35 34 33 32 31 36 35 35 34 33 32 31 36 36 35 34 33 33 32 31 36 36 73076—6 Distance from NE. Comer. Cfas. Lks. 0.00 0.00 0.00 40.00 0.00 0.00 33.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 40.00 0.00 0.00 0.00 0.00 40.00 0.00 0.00 0.00 40.00 0.00 0.00 o.oc 60.00 Elev. Feet. 715 721 744 745 752 764 759 765 783 774 785 779 778 778 781 777 773 772 781 788 796 801 803 821 816 819 819 820 833 822 821 833 820 821 823 833 838 844 852 868 868 Featu Lake Winnipeg. October, 1912. " high water mark. Oround at northeast corner. ill « « " 14 post. Water in flooded bog land. Ground at northeast corner. « at northeast corner. M M « « (flooded). Warpath river. Ground at north east corner. « « « « M U (flooded). Lake. Ground at J^ post. northeast corner. « « « a (flooded). « « « H post (flooded), northeast comer. H post (flooded), northeast corner. (-joded). Bog land. TOPOdK.U'hW.ih aVRVEYH BHAXCH MAP 222 ELEVATIONS OF NATURAL FEATURES. TENTH BASE LINE WEST OF PRINCIPAL MERIDIAN. NORTH BOUNDARY OF TOWNSHIP M. Rge. 11 12 13 14 16 Sec. 35 34 33 33 32 31 36 35 35 34 33 32 31 36 35 34 33 32 31 36 36 35 35 34 34 33 32 31 31 31 36 35 35 35 34 Distance from NE. Comer. Chs. Lks. 0.00 0.00 0.00 43.80 0.00 0.00 0.00 0.00 20.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 n.oo ! .00 0.00 40.00 0.00 35.00 0.00 20.00 0.00 0.00 0.00 23.00 50.00 0.00 0.00 40.00 53.00 0.00 Elev. Feet. 868 877 88; 910 898 902 897 908 900 899 908 910 911 916 914 920 915 905 899 899 893 893 880 895 875 892 869 859 870 845 853 839 830 833 830 Feature. Ground at northeast corner. iSummit. at northeast corner. Bog land. Ground at northeast corner, (flooded.) i< « ' « M « M << l< " l< « <4 >< l< " U « M Summit, (flooded). H post (flooded), northeast comer. (flooded). Shallow lake. Ground at northeast corner. « « Small lake at northeast corner. Ground. Small lake. Ground at northeast corner. << (( " H post. " witness mound. Waterhen lake. MAPS 322, 221 IFAELUXO OPERATIONS ELEVATIONS OF NATIRAI, raATLRES. ELEVENTH BASE LINE WEST OF PRINCIPAL MERIDIAN. NORTH BOfNDARY OF TOWNSHIP 40. tt3 Rge. 16 17 18 19 20 21 22 24 3ec. 25 36 35 35 32 31 36 35 31 36 35 34 33 32 31 36 35 34 34 34 34 33 33 32 32 31 36 35 34 33 32 31 31 34 34 33 31 31 31 36 Dfetance from NE. CorntT. Chs. Lks. 0.00 0.00 75.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 63.00 o.oc 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 0.00 54.13 0.00 EIpv. 73075—6} Foot. 847 844 834 885 868 853 840 834 843 862 865 870 870 866 864 873 857 857 841 838 838 845 838 847 841 886 903 930 929 921 920 877 849 849 849 851 850 857 874 869 I Feature. Oround at nortlioast rornor. Lake !it iiort h('!i.st. corner. Ground at witness mound. Lake Winnipegosis. Ground at northeast corner on Birch Island. Ground at northeast corner. Lake Winnipegosis. Ground at northeast corner on mainland. LI Ground at northeast corner. « « « « witness mound. Pehcan lake, east side. west side. Ground at northeast corner. Pelican creek. Ground at northeast corner. Creek, flowing to Pelican lake. Ground at northeast corner. " « " « «' it " « Ground at northeast corner. Swan lake, east side. west side. Woody river. Ground. River flowing to Swan lake. Ground at northeast corner. at northeast corner. TOPOaRAPBWAL SURVEYS BR.iXCH MAPS ^273), 271 ELEVATIONS OF NATURAL FEATURK- TWELFTH BASE LINE WEST OF PRIXCIPAL MERIDIAN. NORTH BOUNDARY OF TOWNSHIP 44. Kge. 16 18 19 20 21 22 23 24 Sec. 34 33 33 33 33 32 31 31 36 35 34 33 34 34 32 32 31 36 35 35 34 33 32 32 35 31 Distance from NE. Corner. Chs. Lks. 0.00 14.10 40.00 75.00 40.00 0.00 61.00 0.00 0.00 0.00 0.00 0.00 76.00 0.00 26.00 0.00 0.00 0.00 20.00 0.00 0.00 0.00 40.00 0.00 25.00 Elev. Feet. 834 838 859 839 840 842 861 872 845 844 870 839 834 838 839 851 841 850 877 878 879 890 883 863 841 834 863 834 858 Feature. Lake Winnipegosis. Ground at northeast corner on small island. Highest point on Grand island. Ground at J^ post on Grand island. " witness mound on Grand is- land. Ground at }4 post on mainland. " northeast corner. " Summit. ** northeast corner. Small lake at northeast corner. Ground at northeast corner. Bay of Lake Winnipegosis. Ground at northeast comer. " witness mound. " northeast comer. Creek. Ground at northeast comei'. Pond. Ground at northeast corner. « « " U post. Bay of Lake Winnipegosis. Ground at northeast corner on point of land. Bay of Lake Winnipegosis. Ground at witness mound, approximate. MAP (273) IFAEU.ISO OP, 'ATioya ELEVATIONS OK NATURAL reATlHES TIURTEExNTH BASE LINE WEST OF PRINCIPAL MERIDIAN. NOHTII UOl XDAUY OF TOWNSHIP '8. 85 i'4 nail 18- 14 15 of 16 17 36 35 34 33 33 32 31 31 35 35 34 33 33 33 33 32 32 32 32 31 31 36 36 35 35 35 34 33 Distanoc from NE. Comer. 1.00 20.18 20. (to 60.00 0.00 40.00 0.00 0.00 17.52 40.00 0.00 0.00 0.00 0.00 60.00 0.00 0.00 5.40 25.00 67.50 0.00 0.00 40.00 40.40 52.00 3.00 4.00 4.79 20.00 0.00 40.00 0.00 20.00 0.00 20.00 41.00 0.00 0.00 Peature. 780 803 841 840 793 -89 816 832 831 844 849 834 839 851 815 822 815 836 828 829 823 830 823 850 857 836 848 854 843 831 847 841 830 839 836 Lake Winnipeg 33 ft east of northeast corner of section 34. June 12, 1914 (southeasterly wind.) Ciround at witne.s.s mound. Creek, 2 ft. wide, 2 ft. deep. Swamp water. Ground. " at northeast corner. H post, northeast corner. Creek, 3 ft. wide, 1 ft. deep. Ground at }4 Post. northeast corner. northeast corner. "Cross" lake, east side. Ground on island "Cross" lake, west side. Ground at northeast corner. << II H post, top of bank. Saskatchewan river, east side. Ground on island. Saskatchewan river, west side. Ground at witness post. Saskatchewan river, top of bank. Ground. " northeast corner. " H post. northeast comer. .? 31 0.00 764 31 40.00 812 36 0.00 882 35 0.00 886 34 0.00 895 33 0.00 898 32 0.00 912 31 0.00 911 36 0.00 925 35 0.00 917 36 38.25 880 34 0.00 900 33 0.00 891 ?'l 0.00 896 32 23.40 930 31 0.00 917 31 905 36 0.00 929 35 0.00 899 35 2.00 894 34 0.00 894 33 0.00 918 32 0.00 904 32 52.50 890 36 33.77 890 35 0.00 892 35 49.00 890 34 0.00 903 33 00 917 32 0.00 920 31 0.00 876 I'Viituro. Lake WinnipoR, stroriR southerly wind, tloatiuK !(•<■ OroumI at ' p -t. " ii()rtJi('!i.st corner. ' SturKeotiRill creek, 20 ft. w., 7 ft. d. CJroiind iit northeast corner. X (1 Treek, 4 ft. wide, 3 ft. deep. Water in swuinp. Ground at nortlieast corner, " ]i i)o,st. " northciist corner. « « u « Lake, east side. Ground at northeast corner. Lake at northeast corner. Gi'ound at northeast corner. " summit. " northeast corner. P' V G .nd at northeast corner. « K l'IUN(ll>AL MKUIDIAN. NDHTH HARY »»|- ToWNMMIP it. Rttf. 21 22 23 24 Hep. 32 31 31 36 35 35 34 33 33 32 32 31 31 31 31 36 36 35 35 35 35 34 34 34 33 33 32 32 32 31 36 35 34 33 33 32 31 DiNtancp from NE. Corner. Cha. Lk>. 15 00 0.00 40 00 00 00 40 60 00 00 50.00 0.00 31.50 0.00 36. OU 40.00 70.05 16.06 17.00 0.00 34.05 34.25 45.05 0.00 26.00 64.00 0.00 56.80 0.00 29.21 40.40 60.00 0.00 0.00 0.00 0.00 34.00 0.00 0.00 Ell- Frrt. «36 H36 «W «3g 834 839 N39 839 839 835 839 «3: 840 835 835 841 840 844 835 842 835 840 837 839 840 836 841 840 839 839 84. «73 HM7 HS;, 880 886 890 I'Vature. Pond. (Jrounl (Mwiimp) nt nurthoaMt corner. Hwiinip water. " at northouHt corner, (•round at northeaxt corner. Sft.skatchewan river (channel of eant branch). I.ake nt northeu.st corner, (iroiind at northeaxt corner. Hwamp water. CJround at northeant corner. Saskatchev n river, east lirandi, flowing Houthea..: Ground at northeant corner. Saskatchewan river, east branch, flowing northeast. CJround at H post. Saskatchewan river, east side of northerly Ixnd. Saskatchewan river, west side of northerly bend. Ground at witness mound. Lake at northeast corner. Saskatchewan river, top of east i)ank. east side (water low). " hiRh water mark. " west side. Ground at northeast corner. Creek, flowing north. Lake. Ground at northeast cc .'■. Creek, 53 ft. w., 2.5 ft. d., flowing north. Swamp water at northeast corner. Creek, flowing northeasterly. Lake, west side, December 13, 1914. " east " Ground at northeast corner Swamp water. Ground at northeast corner. 1 i- t J r M MAP 321 TOPOQRAPBWAL SDRTETfl BRANCB ELEVATIONS OF NATLii,\L FEATURES. FOURTEENTH BASE LINE WEST OF PRINCIPAL MERIDIAN. NORTH BOUNDARY OF TOWNSHIP 52. Rge. Sec. 24 25 26 27 28 il ; 31 36 35 35 34 33 33 32 32 31 36 35 35 34 33 32 32 31 i 31 36 35 35 34 33 33 32 32 31 31 31 36 35 34 33 33 32 31 31 Distance from NE. Corner. Elev. 29 36 I 35 Chs. Lks. 21.63 0.00 0.00 45.00 0.00 0.00 29.00 0.00 32.00 0.00 0.00 0.00 55.00 0.00 0.00 0.00 40.00 0.00 50.00 0.00 0.00 60.00 0.00 0.00 75.00 0.00 40.00 0.00 40.00 49.59 0.00 0.00 0.00 0.00 5.86 0.00 0.00 20.00 0.00 0.00 Feature. Creek, 8 ft. wide, flowing northeast. Ground at northeast corner. Swamp water. Ground at northeast corner. Creek, 10 ft. wide. Ground at northeast comer. Swamp water. Ground at northeast corner. « « Creek, 2 it. wide, 6 in. deep, no per- ceptible current. Ground at nortlieast corner. Water, floating bog at J^ post. Ground at northeast corner. Water, floating bog. Ground at northeast corner. I' highest elevation on line. northeast corner. " « Pond. Ground at northeast comer. "^ M post. northeast comer. " Ji post. Creek, 2 ft. wide, 1 ft. deep, flowing north. Ground at northeast comer. Swamp water at northeast corner. Ground at northeast comer. Canadian Northern railway, two miles north of Whithorn, top of raU. Ground at northeast corner. northeast corner. f '■X LEYELLISG OPERATIOSS 93 MAP 321 ELEVATIONS OF NATURAL FEATURES. FOURTEENTH BASE LINE WEST OF PRINCIPAL MERIDIAN. NORTH BOUNDARY OF TOWNSHIP 52. Diatance Rge. Sec. from NE. Corner. Elev. Feature. Chs. Lks. Feet. 29 34 0.00 886 Ground at northeast corner. 33 0.00 879 « rner. Elev. Feature. Chs. Lkg. Feet. 29 31 0.00 865 Ground at northeast corner. 31 50.00 849 Sftskatchewan river flowing south. 30 36 0.00 870 Ground at northeast corner. 'i^ 55.00 849 Saskatchewan river flowing north. 35 0.00 865 Ground at northeast corner. 34 6.00 874 Top of north bank of Saskatchewan river at a northerly bend. 33 0.00 866 Ground at northeast corner. 31 0.00 870 << « 31 25.00 864 K 31 36 60.00 885 « 35 0.00 877 " at northeast comer. 34 0.00 876 « « 33 40.80 874 " at second meridian. rer I'hiitii l).v I'. V. Skibkht. I).I..S. Allial>a-ka river. m Plioto l.y I". V. Seibert, O.I., Moving camp. Birili rivor, I'litli base line wi'st of Kiiurth moriilian. 7;i075— p. 96. m ' If :: I MAP 372 LE- r.U.ISa OPERATIOyS ELEVATIOXft OK NATIRAL FEATURES, SIXTEENTH BASE LINE WEST OF PRINCIPAL MERIDIAN. NORTH BOINDAKV OF TOWNSHIP «. •7 Rge. Soc. 36 36 35 34 33 33 33 32 32 31 31 31 36 36 3o 35 34 33 32 31 31 36 35 35 34 34 33 32 31 31 31 34 33 33 73075—7 Diatance from NE. CorniT. Chs. Lks. 0.00 46.00 3.46 4.65 12.48 40.50 77.95 0.00 32.50 0.00 6.25 21.50 26.70 27.00 0.00 50.80 0.00 0.00 0.00 20.00 32.40 4.00 0.00 62.50 0.00 38.00 0.00 0.00 0.00 66.00 69.20 76.80 (K) 67.00 40.00 Fm'I. -65 755 75« 727 72H 732 766 722 712 709 709 711 781 758 777 765 757 75f> 754 758 784 762 756 745 745 731 :'25 726 719 712 712 724 737 721 Feature. Ground at priiuipnl meridian. Smiill lai«e. ( Irounci . « Creek. (Jround at nortiiea.st eorner at northeast corner. Creek. Nelson river (Ea.st channel), east side October. Nelson river (East channel), west side October. (Second fall at Sea Kiver falls, heieht o . 4 feet.) Ground at witness mound. northeast comer. Creek. (Jround at northeast corner. Orion Lake, east side. tiround at witness mound. northeast corner. Creek. (Jround at northeast corner. C^reek. (^iround at northeast corner. witness mound. Pl.iygreen lake (West channel), highwater mark on east side. Playgreen lake, November. " west side. (Jround at northeast eorner. " at li post. 98 rnifniKM'Hir.\r srRVETs braxcb MAP 37a EI.EVATIONM OF NATIRAL FEATIREH. SIXTEENTH BASE LINE WEST OK PRINCIPAL MERIDIAN. NORTH BOINUARY OF TOWNMHtP «0. ■ ^ Distanoc Rge. 80c. from NE. Comor. Eli'v. Cha. Lkg. Feot. 6 36 0.00 728 36 43.80 7" 7 36 75.00 7H 35 0.00 726 35 19.80 732 7" 34 5.00 7«7 33 0.00 716 32 0.00 716 31 0.00 711 8 36 0.00 710 698 34 60.00 698 33 0.00 704 32 0.00 710 31 0.00 7«7 10 36 0.00 73' 35 0.00 732 35 20.20 722 35 78.50 727 34 0.00 730 34 4.15 731 33 0.00 745 32 0.00 ■42 715 31 0.00 744 11 36 0.00 746 35 0.00 757 34 0.00 758 33 0.00 758 32 0.00 755 32 13.00 724 31 0.00 772 12 36 O.GO 778 35 0.00 785 34 0.00 803 33 0.00 799 32 0.00 797 31 0.00 802 31 75.00 807 Fi'ttture. Grournl at northea-st corner. KiskittoKisu lake, east side, December. " " west side. (Sround at northeast corner. Bay of Kiskittogisu lake. Ground at witness mound. " northeast corner. Kiskitto lake, east side. " west hide. Ground at northea.st corner. Creek flowing northeast. Creek. Ground at northeast corner. Creek. Ground at northeast corner. « << Lake Hill, four miles north of line, esti- mated. Ground at northeast corner. Minago river. January. Ground at northeast corner. « « witness mound U:\KLU S(l ni'FUA TIOXS MAP 372 KIJ:VATII>.\S 7 922 934 955 986 Ki-aturc. Moosp lake, (Limcstunc hay) wcmI side. Ground at nnrtht'ust corner. M M Creek flowinK south. Ground nt nurtheai^t eorner. Summit. " at nurthea.'^t corner. Pickerel W.\MHIH mi Dintn.ici' 1 i ^= — _ Rue. See. fn,iii NK. Cornrr. KI..V. Ff'attirp. ChK. LkK. FWt. — 20 36 30 35 0.00 I(H)6 (iroiind at iiurtlifuMt corner. 56 . 40 'it eonier. 32 0.00 94Q '< It 31 0.00 950 «• M 27 36 0.00 9^)6 " M 35 0.00 950 " u 35 47.00 931 it 34 0.00 911 " at northeast rorner. 33 0.00 915 " i< 33 60.00 914 (! round 32 0.00 88.' " at northeaNt co.uer. 32 5.30 877 Atik lake, east side. 28 36 3D. 50 877 " west •• 36 41.80 885 Ground. 36 65.30 94.) 14 35 0.00 948 " at northeast eorner. 35 16.90 953 n 35 27.50 9.M " in valley. 34 0.00 951 " at northeast corner. 33 0.00 965 " >i 33 16.00 942 Pond. 32 0.00 950 Ground at northeast corner. 31 0.00 951 «< X 29 36 0.00 948 «« M 36 40.00 938 Marsh on lake shore. 36 60 60 957 Ground. 36 6.i.60 938 Chocolate lake, east side. 35 6.90 938 " west " 35 40.00 944 Ground at U rxjst. 35 45.80 954 i< 35 62.00 941 Small lake. 34 0.00 949 Ground at northeast corner. 34 9.00 938 Chocolate lake, small bay. 34 25.00 944 Ground on ridge. 33 0.00 936 " at northeast corner. 33 40.00 944 ;; H post. 32 0.00 935 tiortheast corner. 32 28.00 872 Namew lake, east side. 31 35 78.00 872 Second meridian (Namew lake). ft i- :t I 100 MAP 171 TiHiUiKil'HirM. sfliif:yf nKWin tilKVATIIINH or NATI RAI, (KATt ||f:.t WFAKNTKKXTII BAMK LINK WJOT U» I'HIXCIPAL MKUIOIAS MlHTII H<>rNI)\HY <>> TnWNHlnr M fiv Hpp. m 3» 3.-. 35 31 33 33 32 32 31 3(S 35 31 33 32 31 3(> 30 36 30 35 34 34 33 ,V.i 32 31 36 35 33 32 31 36 35 34 33 32 31 DbtArtPw fr«Mii XK Comi-r. V\i» Llcx. (N) 67 (M) (N) 26 10 71 (H) 78 10 5ft 20 4 00 2ft. 40 23 70 (W 50 4 00 15 00 4.00 5 (K) 24 (M) 15 (M) 4 (N) 18.70 37 20 55.1ft 75 (K) 20. (X) 0.00 40 00 0.(M) 40. (K) 0.00 4.(M) 00 0.(K) 0.00 0.00 0.00 0.00 12.00 0.00 0.00 40.00 7.00 Kli'v. Fwt. 737 75" 7>U> 72H 7.V) 7iH 72H 742 7J6 742 716 7'5 708 714 7(H) 71.^ 716 704 726 6«5 683 ('95 710 ()88 702 704 718 771 707 712 705 700 699 690 710 709 709 711 !■'«■»( ure. (Jroiinil at priiicipnl incriilinn. >< " nf nortlu'iiNt (•t»riii>r. (.'Iiirkc lak«', ••ust side, (irouiiil. KcopiT lak«', caMt HicU>. " VVJ'Mt " (iround. Water in owamp. Ciround. Water in .swamp. Ground. ("rows lake, cast side, lowest elevation on this line. Cross lake, lii({h water mark. " west side, (•round. (Jround at northeast corner. " ]i po.st. " northeast corner. " '4 post. northeast corner. Summit. Ground at northeast corner. « Ground at northeast corner. " witne.ss mound. " northeast corner. Floating bogland. Ground. iF.vr.ii.isu nfKHAriosH KI.EVATIONM or NATI'HAI. KrvrfRKS 8KVENTKKNTII BASK LINK WMT OK I'lllNCIPAl, MKKIDIAN. H^ ,„ NoHTII IHIINDVHY UK TiiWNhHIP M IVntiirp. 1 ! Rge. Her. fruiii NK. CorniT. i KI.'V. eh*. l.\i». Ft-rl 8 30 U.(NI 714 35 :4.2() MH 1 34 0.()0 7«3 33 0.00 719 32 0.00 7«9 32 40 00 736 31 00 731 9 36 00 732 35 0.00 73<> 35 61.15 73«» 35 64.40 716 34 10.70 724 34 12.60 7'5 33 5.80 731 33 53.40 729 32 43.06 716 31 0.00 727 31 63. 7o 7>7 31 68.80 723 31 69.00 7.7 10 35 23.00 7'7 35 24.50 722 35 00. (K) 778 34 28.00 767 33 0.00 772 32 00 76H 31 0.00 775 11 36 40.00 773 35 0.00 776 34 20 00 -86 33 4.10 /98 32 0.00 808 31 0.00 832 12 36 17.00 849 35 0.00 862 35 74.40 880 34 40.00 869 33 0.00 863 32 0.00 857 31 0.00 855 i 13 36 0.00 852 35 i 0.00 8.S0 (troiindttt iu)rthi>a.<«t i-orner. Crcok HowiriK north, (iruiiiulut lutrtheaiit curner. 4 post. northi>aMt curner. ("reck HowinR north. Paxon h»k«', ca.st side. July (Srounil. Lily lake, expansion of MuhiKan river. Cf round. (i round. Muninnwari river. Ground at northeast eorner. MuninKwnri river. (iround. Muniniiwari, lake east side. (Jrountl. west side. Small lake. (Jroundat northeast corner. Floatinn hogland. Clrouiul at northeast corner. Floating honland. Ground . Ground at northeast corner. " witness mound . " northeast corner. Summit " at yi post. Ground at northeast corner. « « 104 TOroORAPHICAL UrmEYft BRAXCa MAP 372 Rge. KLEVATIONS OF XATIHAI, FKATl KE». SEVENTEENTH BASE LINE WEST OF PRINCIPAL MERIDIAN. NORTH BOUNDARY OF TOWN^l^P M. 13 14 15 16 17 18 Sec. 34 34 33 33 Distance from NE. Corner. Chs. Lks. 0.00 57.00 0.00 56.36 32 0.00 31 0.00 31 32.00 3f) 0.00 36 38.25 35 0.00 35 60.00 34 0.00 33 0.00 32 5.00 31 0.00 36 0.00 35 0.00 34 0.00 33 0.00 32 0.00 31 0.00 36 0.00 35 0.00 34 0.00 33 TOO 32 0.00 31 0.00 36 0.00 35 0.00 34 0.00 33 0.00 :?2 0.00 31 0.00 36 0.00 35 0.00 35 55.00 34 0.00 34 15.00 34 40.00 33 0.00 Feature. Ground at iiortlieast corner. Creek, flowing north. Ground at northeast corner. Crossing of Hudson Bay Railway survey ^ line, about 98 miles from Pas. Ground at northeast corner. Creek flowing north. Ground at northeast corner. Creek flowing north. Ground at northeast corner. Mitishto river. August Ground at northeast corner. Creek flowing southwest. Ground at northeast corner. « « Flooded swamp . Ground at northeast corner. Hayward creek. Flooded swamp, CJround at northeast corner. LFAELUSa OPERATlOyS 1CB MAP 371 KI.KVATIOX8 OF NATURAL FEATIRES. SEVENTEENTH BASE LINE WEST OF I'UINCIPAL MERIDIAN. NORTH BOUNnARY OK TOWNSHIP M. Rge. Sec. 18 19 20 32 31 36 35 34 33 32 31 3G 36 36 Distance from NE. Cornor. Chs. Lk.s. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 56.50 0.00 40.00 42.70 Elfv. Feet. 929 940 930 942 946 943 947 975 947 918 915 Feature. Ground at northeast corner. « « Highesst elevation on this line. Ground at northeast corner. " li post. Reed lake, east side. October. ii iii I' i In 1* 106 MAP 423 TOPOGRAPH IC.M SrUVEYS nnA\rn ELEVATIONS OF NATCRAI. FEATI'IIEH EIGHTEENTH BASE LINE WEST OK PRINCIPAL MERIDIAN. NORTH BOINDARV OF TOWNSHIP flS. Rge. Sec. 36 35 34 34 33 32 31 36 36 36 35 34 34 32 31 31 36 36 35 35 35 33 32 32 31 36 36 36 35 35 34 34 32 31 36 35 35 35 34 34 DiHtanoe from NE. Corner. Chs. Lk». 0.00 40.00 20.50 36.75 57.30 34.00 15.53 0.00 0.00 44.50 75.80 5.20 0.00 69.68 0.00 6.00 20.20 0.00 40.00 0.00 14.35 70.00 45.40 13.41 40.00 12.00 0.00 56.30 64.50 30.00 46.00 2.00 61.30 0.00 19.80 0.00 0,00 35.40 51.82 0.00 67.10 Elev. Feet. 657 677 699 648 659 649 648 651 667 685 620 679 655 649 675 648 632 634 650 644 604 622 654 604 631 659 619 651 605 605 624 637 704 672 765 732 642 607 607 641 687 '•'eature. 5~; Small lake at northeast corner. Ground at 14 post. "Goose" lake, east side. Ground on island. «n " ,"*r*"«'*^ mound on point of land. Goose" lake, west side. Ground at northeast corner. Creek in ravine 62 ft. deep. Ground. at northeast corn-r. Lake, east side. Ground at northeast corner. " witness mound. Creek flowing north. Ground at northeast corner. H post. " at northeast corner. Bay of Sipiwesk lake, east side. July. Ground. " on point of land. Sipiwesk lake, west side. Ground at K post. it Ground at northeast corner. Sipiwesk lake (Nelson river) east side. r> , fl . . " west side. Creek flowing northeast. Ground at witness mound. Bear island. at northeast corner. at northeast corner. Xelson river, east side. " " west side. Ground at northeast corner. (Line crosses many bays of Sipiwesk lake in ranges 5 and 6.) LKVKUjyn ftPF RATIONS tor ELEVATIONS OF NATIRAI. FEATl'RES, EIGHTEEXTH BASE LINE WEST OF PRINCIPAL MEKIDIAX. NOHTH HorXDAUV OF TOWNSHIP 68 MAP 422 I'.^ii 1 \fr n/»».-s.Trnr on. DLstancf 1 Rj?e. Sec. from XF",. Corner. Elev. Feature. Clis. Lk.s. Foot. 5 33 72 20 6«I Ground. 32 40.00 649 " at M post. 31 0.00 629 " northoast corniT. 31 15.80 672 it 31 62.00 620 Ground at witness mound on island. 6 34 33.45 607 " on another island. 34 70.70 654 " highest point crossing another i.sland. 33 61.50 604 Sipiwesk lake, west end. August. 32 0.00 660 Ground at northeast corner. 32 44.00 625 Creek. 32 65.10 672 Ground. 31 3 0(: 640 Creek. 31 50.50 668 Ground. 7 0.00 64.^ " at northeast corner. o 18.00 623 Creek flowing north. October. 'i ■ 35 0.00 661 Ground at northeast corner. !' 34 0.00 693 « a 34 50.47 686 Creek flowing south. « : 33 0.00 709 Ground at northeast corner. 'i:^ 32 0.00 75.^ X it 'f\ 31 0.00 769 '( « y| 728 Halfwaj- lake, four miles north of line. 8 36 0.00 752 Ground at northeast corner. ;u 35 28.20 738 Goo.se creek. Noveml)er. II 35 62.00 748 Crossing of Hudson Bay Railway r"-.-- !| vey line, about 140 miles fri!i. Pas. 34 0.00 749 Ground at northeast corner. > 1 34 34.90 747 Goose lake, east side. ^ a 33 27.20 781 Ground. <>■■ \ 33 57.68 748 Creek, flowing south to "Goose" lake. :i 33 72.00 795 Ground. 32 40.00 775 " at H post. j. M 31 3.00 759 " witness mound. 1 1 31 23.80 740 Setting lake, east side. " 1 3' 36.50 753 Ground on small island. 9 35 60.24 740 Setting lake, west side. 34 0.00 748 Ground at northeast corner. 34 15.36 740 Grass river, east side, flowing north to Setting lake. 34 72.60 769 Ground. il 106 MAP 43] TOPOURAI'HWAL SIKVF.YS BHAyCH KLEVATION8 OF NATURAL FEATURFS. EIGHTEENTH BASE LINE WEST OF PRINCIPAL MERIDIAN. NORTH BOUNDARY OF TOWNSHIP W. 10 11 n 12 f !i 13 14 33 32 31 36 36 35 34 33 32 31 31 36 35 34 33 32 31 Chs. Lks. 40.00 00 3.00 0.00 71.50 16.00 0.00 0.00 0.00 1.00 62.55 40.00 24.10 4.00 40.00 0.00 0.00 36 0.00 35 0.00 34 0.00 33 0.00 32 0.00 31 0.00 36 0.00 36 46.76 35 0.00 35 .1.00 34 40.00 3'i 0.00 33 41.80 32 0.00 31 0.00 31 40.00 36 0.00 36 41.00 35 0.00 34 0.00 34 1 52.70 Feet. 762 753 757 762 741 757 787 785 740 783 771 765 791 803 781 801 803 815 821 828 833 835 835 833 827 820 823 827 835 882 847 905 938 877 842 819 924 919 856 Ground at H post. northeast corner, witness mound. northeast corner. Northerly expansion of Pakwa lake, (•round at witness mound. northeast corner. Kiski lake, 9 miles south of line. Ground at northeast corner. " witness mound. Creek, flowing north. Ground at Vi post. (< witness mound. " M post. Oround at northeast corner. u a (Continuous area of swamp through range 12.) Ground at northeast corner. Creek flowing south. Ground at northeast corner. Small lake, east side. Ground at H post. northeast corner. Creek, flowing south. Ground at northeast corner. H post. northeast corner. Grass river. Ground at northeast corner. Creek flowing north. LEV ELLIS a OPERATWXS 109 MAP 422 Rge. 14 15 16 KI.KVATIONS OF XATUKAL raATlRKS. EIGHTEENTH UASE LINE WEST OF PRINCIPAL MERIDIAN. NORTH BOt NDAltV OK TOWNHHIP W. Sec. 17 33 32 32 31 31 30 3ti 35 34 33 32 31 31 30 35 35 34 33 32 32 31 31 36 Distance from NE. Corner. Chs. Lks. 62 00 20.00 39.20 0.00 40.00 0.00 44.00 40.00 70.10 40.00 5.83 44.70 75.00 40.00 27.80 60.00 64 . 50 40.00 15.50 35.00 44.25 60.00 0.00 Elev. Feature. Fet't. 959 921 984 957 896 936 841 918 978 908 «5i 953 «43 843 890 1006 943 1016 looi 922 935 922 958 842 953 Oround. " at northeast corner. H post. " northeast corner. Graps river. CJround at ,'4 post. " at li post. Creek. Ground. Wekusko brook. Osborne lake, north side of line. Ground at J^ post. " highest point on line. " at H post. Small lake, east side. * Ground on island. Small lake, west side. Ground. Wekusko lake, six miles south of line. CJround at northeast corner. 110 TiWiHlHAPHini. SIHVEYS KRWCH K If If lu! MAP 423 K«e. EIJCVATIONM OF NAT I HA I. FEATl HKS). NINETEENTH BAHE LINE WEST OF PRINCIPAI, MERIDIAN. NOIITH BOIXDARY OK TOWNSHIP Ti. Sec. 36 35 34 34 33 32 32 31 31 36 36 35 34 34 32 32 31 36 36 36 35 35 35 34 34 33 35 32 32 31 31 36 36 35 35 34 33 Distance from NE. Corner. Cha. I.kH. 0.00 9.00 0.00 48.00 40.00 0.00 68.60 11.00 47.10 0.00 40.00 0.00 4.00 70.00 0.86 20.00 20.00 0.00 15.50 31.20 0.00 20.00 52.00 00 ■JO. 36 15.50 33.30 0.00 47.90 0.00 47.14 16 70 55.00 0.00 78.40 40.00 3.20 635 653 667 664 655 688 646 685 636 653 642 640 632 631 689 647 643 610 643 621 637 663 651 605 597 676 613 674 655 598 597 646 628 598 610 613 Feature. Landing lake. August. (The line crosses many bays of Landina lake in ranges 1 and 2). (Iround at witness mound on mainland, northeast corner. n " at 14 post. northeast corner. at northec t corner, h post. northeast corner, witness mound on point of land. Ground at witness mound on point of land. Landing lake, west end. Ground. dt northeast corner. Maclaren creek. Ground. at northeast corner. Crossing of Hudson Bav Railway survey hne, about L79 miles from Pas. Ground. at northeast coiner. Cieek flowing north. Bay of Wintering lake, lowest elevation on this line. Top of rocky shore. Ground at northeast corner. at northeast corner. Creek flowing north. " to Wintering lake. Ground. " at northeast corner Creek flowing northeast, 16 ft. wide. Ground at '4 post. Creek. LEVKUASi! nl'F.HA IIOX.<4 KI.KVATIDN.H (IK NATIRAI, KEATIKKH. MXETEKXTH BASE LINE WEST OK PHINCIPAL MERIDIAN. MAP 422 Nt'HTH HlUNDAKV OF T(m.\MHIP 72. Ill Rgp. Hoc. 33 32 31 31 36 35 35 34 33 33 32 32 31 31 36 36 36 35 35 34 33 33 32 32 31 36 36 35 Distunct," from \E. Corner. Chs. Lks 40.00 0.00 0.00 53.25 3 . 50 0.00 65.1)7 40.00 8.80 31.29 0.00 30.75 0.00 19.90 0.00 14.70 40.00 0.00 12.45 24.99 1.00 75.85 20,00 55 . 50 00 0.00 35.30 0.00 Elfv. Feet. 669 710 730 710 74<> 727 676 718 665 745 692 623 714 632 699 639 688 706 689 795 757 754 801 758 771 759 737 825 Footurc. Ground at '4 post. northeast cornrr. Creek, (lowing north. (i round. at northea.st corner. Halfway river September. Ci round at ' j post. Creek. CJround. at northeast corner. Mispun creek, 16 ft. w., 6 in. deep. CJround at northeast corner. Bay off Cirass river, east side Ground at northeast corner. Another bay off (Jrass river, east side. (Jround at 34 post. northeast corner. Creek. Ground. " at witness mound. Creek flowing south, (iround. Creek. Ground at northeast corner. Creek. Ground at northeast corner. Highest point on this line. ri IClj 112 rniiwHM'mc.ir. si iivf.ys mt.ixrn F.I.KVATIONS OF XATl KAI, KKATIHKH TWENTIETH BASE I-IXE EAST OF I'HINCIPAI, MERIDIAN. NOUTH IIDIXDAKY UK TilWNSIIII' 7ii. (KfXNINO KAST ) UAP 47. Dixtunrp ( Rrc. Sec. from N\V. El.v. Feature. ConuT. Chs. LkK. I'ci-t. 1 31 644 (iruuiid iit ])rini'ipul nicrulian. 31 41.00 (yo5 Creek flowing soutli. 31 49.00 628 (Irouiul. 31 50.30 5«>7 I'artridne Crop lake, west »Uk: 33 79.10 597 east side. 33 80.00 603 (< round at nortlieast corner. 34 38.70 638 It 34 80.00 621 ii i< 30 9.00 61 (J " witne.is mound. 36 05.00 628 Higlie.st point of island in lake. 2 31 80.00 636 (Jround at northeast corner. 32 80.00 647 ti ti 33 80.00 644 » t( 34 05.00 604 " witness mound. 34 00.20 596 Small lake. 35 ■>4 . 50 621 (Jround. 35 80.00 631 (iround at northeast corner. 30 80.00 685 ti t( 3 31 80.00 664 n » 32 80.00 664 4. it 33 80.00 701 u 34 34.40 671 Crcssing of Hudson Bay Railway line, about 218 miles froni Pas. survey 34 80.00 678 (Jround at northeast corner. 35 80.00 6i>8 a a 30 80.00 70.5 it a 4 31 80.00 6fx) i. (( 32 80.00 6()6 " >( 33 80.00 652 t> n 34 80.00 678 a « 35 80.00 684 ; tt a 30 22 . 50 680 Small lake. 30 80.00 687 \ (iround at northeast corner. 5 31 40.00 644 " '4 I'o^t (flooded). 32 1.00 650 • " witness mound. 32 80.00 680 " northeast corner. 33 80.00 673 i< » 34 80.00 6.S0 1 n a 35 58.20 598 i Nelson river, west side. 35 78.80 598 ; " east side. 30 30.40 684 (iround. 30 SO. 00 688 " at northeast corner. ?M r:iii;.v p. 112. Ill - ) r HI MAP 47J LEYKLUna OPgKATIOyg KLKVATIoNM (IK NATfRAI, FEATL'RCS. IWENTIKTH BAMK LINK EAMT OF PRINCIPAL MKRIDIAN. NOMTH BOtl.NUAKV OF TttWNMHIP 71. IHI'NNINU KAHT) tit Diittanrn = =— - If 1 • Hm. from NW. CorniT. Kiev. Fraturc Chii. LkK. Kwt. 6 31 60.00 6(^6 (Jrountl. 31 80.00 684 " at nurtheaHt corner. 32 80.00 681 « « « 33 80.00 691 " *< 34 80.00 670 " - « 35 80.00 6<)3 « « 36 80.00 684 " K " 7 31 80.00 687 .. «* 32 80.00 672 « t K 33 80.00 692 fib 34 80.00 702 " rt. «« 36 2.00 677 " witness mound. 36 60.00 659 Ground. 73075—8 I' 1 i 1 '' 1 114 1 ==^===5!B inroumi'iii I'M, m Kyf:Ys hkascu i KI.KVATIONH or NATIHAI. FKA'I HKr* : j TWENTIKTII lUHE LINK WWT OK PHINCI .■ MEKIDIAN. i NORTH HOINDARY «ir TOWNHIIIP M MAT 4ri DutttllPC f Rce. Hte. fniiii NK. EI.V. VmUiTr. C'oriMT. Chi.. I.kp. Fwt. 1 30 0.00 644 CtTovMl at principnl moritlinri. 30 MM) 507 (■rnKK river, eimt m\v. : :i(h 55, 2<) 5<)7 " west fiMlc. m UU.OO 647 (iri)un«l. ' : i : i i i 33 0.(K) 674 " at north«'ni*t ronn-r. 34 0.(N) -»5 >• i< 33 0.00 619 n >< 33 40 00 691 1 pOHt. 32 0.00 675 " northrnft <'orn»'r. J 3i 0.00 656 •< >i 2 36 0.00 66^ « II 1 35 0.00 657 •< 11 34 0.(K) 724 i< i< 33 0.00 664 " It 33 S.OO 658 Wattr ill .Mwunip. f 33 52.50 705 (i round. ^ 33 80.00 ft35 " at witnosM mound. i 31 7.00 622 " 11 31 75.00 6.V i< II |„ 3 36 48.40 74H i« Wll i 35 0.00 656 " at northeast cornpr. p! \' ' 34 0.00 677 '1 i< r 34 65.80 784 1 33 0.00 765 " at northeast corner. 32 0.00 75 « 11 II 32 80.00 7»7 " witness mound. 31 22.00 780 II 4 36 0.00 738 " northeast corner. HH i< ■ 35' MAT 471 R«e Lt:y HI. 1. 1 Ml ofKHA TIOMt y.i.r\\ru>\s ,,r wtimai. KKArritr.x TWKXTY-KlliST BAMK MXK KAST «.F I'KINCII'AI, MKKIDIAN. NOIITH MOI NI>(K\ in TimNNIIir »i (HI NNINO I:a»T I 119 Htv. 31 32 .'12 33 34 35 35 35 36 31 31 32 32 33 34 34 34 34 34 35 35 3C. 31 32 32 32 32 32 33 34 35 36 31 32 33 34 35 30 36 36 5 31 T3075— 8i from NW. Conn-r. Ch«. Lkx. SO (H) 17 70 hO.(M) KO 00 HO.(K) 15()0 20.00 HO ()() 60.00 13 07 40 22 20. (M) SO. 00 80. (K) 5.30 40. (K) 43 60 51. SI 80. (K) 5.30 80.00 80 00 59.20 1.80 6.00 57.00 67.30 80 00 80.00 44.30 40.00 80.00 80, (X) 80.00 80.00 80.00 80.00 40.00 61.10 80.00 33.30 K1.V. Fift. 7o<> ^47 Wh) 7.^6 553 553 71') 701 607 (a>^ 634 ^'13 678 641 571 571 601 644 630 630 59*) 571 610 687 702 689 688 616 591 fii3 583 600 583 Ffit II t side. J (iruiiiKl. at northeast coiiut. I << i Creek riiiuiiiiK ""nth. (■round. Hurntwo23 35 80.00 672 36 80.00 655 31 80.00 624 32 80.00 614 33 80. (X) 620 34 80.00 625 35 80.00 651 36 11.00 610 36 11.20 583 36 36.20 583 36 40.00 630 36 80.00 655 31 80 ;m) 626 32 80.00 622 33 80.00 599 34 80, (K) 621 35 • 80.00 598 36 80.00 617 31 80 00 660 32 80.00 684 33 80.00 694 34 80.00 683 35 80.00 700 36 80.00 680 31 80.00 670 32 40.00 666 32 80.00 665 33 80.00 650 34 80.00 656 35 80.00 650 36 60.00 645 Feature. fl round at nortlieast corner. Nelson river, west .side. " east side. (Iround at J post. at northeast corner. « « « « Ground at northeast corner. I po.st. " northeast corner. « « -J • I ! MAP 21 LFAF.IUW, ni'KRATIOyS Kr.KVATluNS OF NATIRAI. KKATIRES. EAST OK U.WGK 31, WEST OF I'lMXCIPAL MEHIDIAX. 117 Kcatiirc. (iround at southeast oorntT. .. lit!/ '1st fornor. Autlor f«'( k. CJroun I (it nortlRiot ( i rner. « Canadian Pacific railway, between Ciainsborough and Caricvale stations Oround at northeast corner Gainsborough station, Canadian Pacific railway, 2 miles east of line firound at southeast corner, northeast corner. it \ i)ost. nortiieast corner. Canadian Pacific railway between Council and Storthoaks stations, (iround at northeast corner. Ciainsborough creek, northeast corner. GO chs. west of Ground at southeast corner, northeast corner. M :ili m 118 TdrOdKM'incM, SIIIVEYS ItllWCH KI.LVATIONS OF XATlllAI, KKATI KKS. KAST OF RANGE 31, WEST iW PRINCIPA!. MEHIDIAN". "•A MAPS 21. 71 Distaiico Tp. Soc. from SE. Comor. Kiev. Feature. Cha. Lks. Feet 7 13 39.12 1846 Cunadian Pacific Railway, between Ant- ler and Frys station.s. 24 43.00 1825 (iainsi)orough creek (branch). 24 1859 Clround at northeast corner. 25 1868 « « 36 1870 (' u 8 1 1850 Gainsl)orough creek. 1 1875 Ground at northea.st corner. 12 1856 « t( 13 40.00 1856 Gainsborough creek. / 13 1863 Grounil at northeast corner. 24 1870 »i ii 25 1872 >< t( 36 1879 '< « 9 1 1885 « 11 12 1890 <> « 13 1898 « « ) 24 1899 <( « 25 1892 " <( 30 1896 X « 10 12 I914 " li 13 23 . 52 1909 1902 1902 Canadian Northern railw.u , between Maryfield and Ryerson stations. Maryfield station, Canadian Pacific railway, | mile east of line. Maryfield station, Canadian Northern railway. 24 1.14 1910 Canadian Pacific railway, between Mary- ! field and Fairlight stations. 24 I i)o8 Ciround at northeast corner. 36 1903 " a 11 1 1924 " southeast corner. » 12 1925 " northeast corner. 1 13 1903 " " 1 24 1.902 " « f 25 189.^ " M 36 1897 '< i< 12 1 60.00 1M96 ii 1 j 1771 " at northeast corner. 12 8.23 171H 1 Pipestone creek. i 12 40.00 j 1826 Ground at 34 |)ost. " northeast corner. 11 i< 12 1891 24 1880 T.EVKU.tSn OnKRATfOyf? 119 MAPS 71, 121 KI.EVATION.S UK NATl HAL FKATlRK.i. IvVST OF RANGE 31, WEST OF PRINCIPAL MERIDIAN. Tp. 12 13 14 15 IG 17 18 19 Sec. 30 12 12 13 13 24 25 3ti 12 24 30 1 12 24 3G 12 12 24 36 12 24 36 1 1 1 12 12 24 24 36 12 13 Distance from SE. Corner. Chs. Lks. 40.00 35.00 79.16 3.11 60.00 60.00 20.00 44.89 20 44. 00 40.92 Elev. Feet. 1877 1876 1847 1841 1844 1822 1790 1775 1755 1732 •714 I741 1718 1714 1701 1697 1688 1690 1651 1623 1600 1594 1.^21 1,^07 1345 1377 1605 1601 i 1597 I 1591 I I 1608 I 1 620 { 1615 i 1601 1 Kent lire. CJround at northeast corner. " }4 po.st. northeast corner. Water in large slough. Canadian Pacific railway between Flem- ing and Moosomin stations. Ground at northeast corner. southeast corner, northeast corner. Canadian Pacific railway, between Welwyn and Rocanville stations. (Iround at northeast corner. northeast corner. Qu'Appcllc river. Ciround at northea.st corner. " at northeast corner, (irand Trunk Pacific railwav Welljy .'"nd Spy hill stations." (J round trtheast corner. between " southeast corner. Spyhill station, (Jrand Trunk Pacific ^ railway, l}^ miles west of line. Ground at northeast corner. Decrhorn creek, flowing southeast to A.'isiniboine river. ^^) '■''M pi i 120 TOPOGRAPH IVAL ."^f ffFBVS BRAJiCB \\ M MAP 111 ELKVATIONS OF NATIRAL FEATURES. EAS- OF RANGE 31. WEST OF PRINCIPAL MERIDIAN. Tp. 19 20 21 22 23 24 Sec. 24 36 12 24 36 12 24 36 1 12 24 I 36 1 12 24 36 12 24 36 Diatanco from SE. Corner. Ch8. Lks. 25.32 60.00 53 02 EIrv. Feet. 1639 1653 1659 1673 1 671 1668 1671 1683 1670 1655 1678 1687 1696 1704 1709 1707 1706 1706 1695 1709 1706 Feature. Ground at northeast corner. (Many sloughs in townships 19 to 24, elevati n 1 to 5 ft. below surroundinit lands.) * Ground at northeast corner. Canadian Pacific Langenburg .station railway, 2]i miles west of line. Grounrl at northeast corner. Smith creek, flowing southeast to Assini- bome river. Ground at northea.st corner (.slough). southeast corner, northeast corner. Ground. Ground at northeast corner. Canadian Northern railway, between MacNutt and Calder stations. Ground at northeast corner. w ;;i U:f 320, 371 < ) Tp. 56 57 68 59 60 61 Sec. 24 25 25 25 25 36 36 24 24 25 36 1 1 12 13 24 25 25 36 1 1 12 24 24 25 13 24 25 25 36 24 24 25 36 LEXF.hliya OPFRAT.OXS KI,KV.\TIOXS OK NATl H.\I. FE.\TI IIKS SECOND MEKIDIAX. 121 Distanco from SE. Corner. Chs. Lks. 80.00 29.00 40.00 50.30 78.00 40.00 80,00 54,00 28.00 40.00 80.00 80.00 32.00 77.00 76,00 80,00 38,00 6.00 80,00 80,00 50,00 79,00 45,50 36.50 62,20 3,00 1,00 42,00 lf» 00 17,00 80,00 78.00 80.00 Elcv. Feet. 870 875 855 875 872 857 871 875 887 876 883 900 908 924 936 929 893 894 886 883 890 924 933 913 881 873 884 920 876 873 878 894 Feature. Ground at northeast corner. it Saskatchewan river. Ground. ^ " at witness mound. Tearing river. Ground at J^' post. " northeast corner. Belanger lake. Ground. " at '4 j)ost. northeast corner. at northeast corner at northeast corner. Xamew lake, English Narrows. Ground . " at northeast' corner. it Namew lake. Ground. 873 Namew lake. 881 Ground. 893 Swamp. 876 Ground. 873 Namew lake, north sidt. 884 Ground. 959 " at northeast corner. 975 « 980 " at northeast corner. 122 rnnofiR.ifHir.ir. sfnvEvs RHAxrn MAPS 371, (4a0l ELEVATIONS OF NATIHAI. KKATI KEs SECOND MERIIMAX. m Feature. Ciroiind at nortlica.st corner. '< « StUTKeon-wcir river, south wide. north side. (Iroiind. at northeast corner. « M }i post, at nortiiciist corner. Maraiche lake, south side. " north side. (Jround at northeast corner. « If Sawap I.alte. Ground at northeast corner. River. (iround. Lake. (iround. (iround at northeast corner. Kcho lake. (iround at northeast corner. H post. Lake. Creek. (iround at ' .' post. Lake. Oound at northeast corner. Creek. Oround at northeast corner. Summit. at northeast corner. LK\t:i.l.l\(! ni'KK.lTlOyff 123 Kr.KVATIdX.S OK NATIHAI, FKATfHKS HKCOXU MKRIDIAN. MAP (420) Distiincc j Tp. Her. from ,SK. Corner. i;i.'v. 1 F('!tl uri'. Ch». Lk.s. Kept, 1 60 25 11.08 i<>7.^ Lake. 25 40.00 1105 1 (iroumi at ,'4 post. 25 80.00 1 107 " iiitrtht'ii.st coriKT. 36 4.58 1084 Creek. 36 40.00 1 125 (! round at l^i post. 36 50.40 1050 Lake. 36 80.00 1 127 ('.round at northeast eorner. 67 1 31.05 III4 liake. 1 70.00 1 1 50 Ciroun(L 1 80.00 1140 " at northeast corner. 12 30.00 1 154 " Summit. 12 80.00 H4.^ " at northeast corner. 13 1.50 "34 Lake, .south side. 24 4.72 ".U Lake, north side. 24 0.00 i"43 (iround, approximate. 124 MAP 270 I ! i ', rni'OflRAPHtCAL ar RVEYs braxch KLKVATIONS OK XATl-HAL FKATIHES. THIHTKKNTH BASR LINK WEST OF .SECOND MERIDIAN. NORTH BOl XDARY OF TOWNSHIP in. FfUtiirr. DiMfanrp Rge. Sec. from NK. Kl.v. Corner. Chs. Us. Fi-ct. 1 3li O.IH) 1 05 1 3r. 0.00 1058 34 0.00 1071 34 20. (M) io6y 33 0.00 1080 33 20.00 IO<>2 33 25.07 1082 32 (N) 1 108 32 1. 3-' 32 02.01 i 1148 31 0.(H) 1 1 167 31 79.40 I201) 2 3« 0.00 I2IU 35 0.00 '257 3"> 41.25 1300 34 0.00 1320 33 0.00 I4II 33 18.45 1425 33 43.80 '553 33 72.89 1647 33 80.28 1573 32 0.00 •574 32 19.58 1649 32 40.00 '750 32 74.25 1850 32 76.61 1762 31 0.00 1776 31 43.24 198 1 31 53.35 1938 31 58.10 1959 3 30 0.00 2071 36 40.00 2213 35 0.00 2277 35 40.00 2337 34 0.00 2374 34 40.00 2456 34 69.58 2484 33 0.00 2444 33 32.75 2390 33 63.90 2349 33 77.00 2326 32 00 2329 ai 1 0.00 2275 31 1 31.50 2207 (irouiul lit sppoiul iiu'ritlian. northrast coriHr. Piisquia riv»T. flowing iiortlicast. (irouiul at northrast corner I'ustiuia river, flowinji ea.st. (iround at northeast cornpr Top of rail (\ N. Ky., Pa.s branch, about '4 niile .south of ("henionR siding. ( reek fiowing .southoa.xt to Pasquia river (■round at northea.st corner, ("reeli, fiowing south. (iround at nortlieiust corner " >• ("reek, flowing south, ast to Pasquia river (jround at northeast corner ("reek, flowing .south to Pasquia river. t» round. ("reek, flowing south to Pa.squia river. CJround at northeast corner. ("reek, flowing »'ast. Ground at '4 po.st. « ("reek, flowing .south to Pa.squia river, (•round at northejist corner Pasquia river, flowing southeast. " northeast. (- iound at nortlieast corner ,'4 post. northeast corner. I4 po.st. northeast corner. " '4 post. Highest point on this line. Ground at northeast corner. Fir river, flowing southwest. " north. ^, " " south. Ground at northeast corne.- Fir river, flowing north. LFAKLUM) OPEKATtOJiH KriAATIUNS i)K NATIIIAI. KKATIHt;-* THIRTKKNTH HASK MM-; \VK.ST OK MKCOND MKHIOIAN MAP 270 M'HTH HdIMMUY 20.00 0.(K) 0.(M) 0.(M) 0.00 77. (K) 5.00 (H) 0.00 O.OfJ 0.00 40.00 65.00 0.50 40.00 46.50 76.00 0.00 0.00 0.00 16.00 0.00 0.00 61.96 0.00 0.00 0.00 0.00 0.00 31.50 0.00 0.00 0.00 0.00 49.00 Fo-t . «r5 874 «96 «7i «67 H67 868 869 872 862 871 871 8^8 876 «73 «73 «73 874 874 «-s «7S 87h 876 876 876 876 880 878 879 881 881 881 879 881 88^ 885 884 Fmliire. ( iroumi lit spcond meridian. " northciifif foriier. 'IVariiiK rivtT. (innind at ii()rtli«'a>t corner. witncs.s numnd. Satikatciicwan river, (iroiind at northeast corner. Lake, east side. " west side. ('uml)erland lake north of line, esti- mated. (iround at }.{ ;.'.st on narrow ridgi, between lakes. I-ake, east side. " we.st side. (irounil at 'i post. ( 'reek. (iround. ("reek. ("reek flowing southerly. ( iround at northeast corner. Small lake. (iround at northeast corner. « i< Creek flowing southerly, (iround at northeast corner. Creek. (iround at northeast corner. « Creek. MAP J20 l.fAF.I.llSU nrKHATIOXg KI.KWTH.NW UK NATl li\I, »KATI lUX Fll-TKKXTII HASH LINK wkst OK ShXOND MKHIDIAN. Milllll H2 891 903 9>3 89 1 924 932 922 938 943 948 951 939 926 942 949 964 960 985 991 !002 1005 1026 1039 (Irownd at n(lrtlll■a^t corner. Saskntrhcwan rivir mid chamH'I). (Jrouiid at iiorthcaM loriiiT. t4 Saskatchewan river (I're.sent elianncl) nowinn no^thea^it(■^ly. (•round at nortlioast corner. Creek flowing to Torch river. (■roiuul at iiortlieast corner. Torcii river flowing southea.sterly. (iround at northeast corner. Torch river. Top of north hank of Torch river. (irountl at north<'a.st corner. (Veek flowing nortli to Torch river. (iround at northeast corner. Torch river flowing nortiieasterlv. Creek. (Iround at northeast corner. Creek flowing southea«terly to Torch river. (^)round at northeast corner. « « « ;' n 'I 13* 1 if* Jl MAM jao. J.« iniftuK.M-IIIC.Xh Ninvurs bkanch »;i.KVATIU\M Of XATIRAI, lEATl RKn FIFTKKNTH HASK |,1XK WtWT OK .SKCONO MKUIIHAN. NOHTH HOINDAHV Of TtmNMIHP .V) 11 12 13 14 15 16 17 34 33 32 31 34 33 32 31 36 35 35 34 Clw. IM». (N) (K> 0.00 0,00 (H) 36 00 35 0.00 34 0.00 33 0.00 32 0.00 31 ()0 31 7.00 36 00 35 0.00 34 0.00 33 0,00 32 0.00 31 0.00 31 27.00 36 0.00 35 0.00 34 0.00 33 0.00 32 0.00 31 0.00 36 0.00 35 0,00 34 0.00 33 0.00 32 0.00 31 0.00 36 35 1 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 30.00 0.00 Kpot. iu6i I099 II31 1 170 II6M 1 168 II66 "73 1 163 I166 1163 1 154 '173 «175 1178 1 184 1 186 1 188 1 180 1 191 1 198 1 308 1226 1233 1244 1263 1273 1279 1287 1307 1325 1349 1367 1388 1400 1410 1453 I4t>3 1574 1492 1509 (irounil at n()rtht5 1499 1536 1564 1611 1650 1619 »59i 1 647 1 679 '639 1726 1 701 1690 1702 I '728 I 1752 ! 17-3 1824 1838 1842 1840 1840 1825 1826 1809 1788 '777 1769 1750 1752 '717 1656 1618 1618 1627 1640 •f>35 Ground at northeast corner. Creek flowinR .south to Gull creek. Ground at northea.st corner. Crossing of preliminary survey line of Hudson Bay Pacific Railway ^•rounil at northeast corner. " Ground at northea.st corner. White Gull river. Ground at northeast corner. Highest elevation on this IIiip. at northeast corner. witness mound. " <( ,^ H post. witnes.s mound. Creek. Ground at northeast corner. Candle lake, east side. ., " , west .side. Ground at }/^ post. Ground at northeast corner. witne.s.s mound. 11 130 TOPOORAPniCAL SURVEYS BRAyCH ELEVATIONS OF NVTURAL FEATURES. FIFTEENTH BASE LINE WEST OF SECOND MERIDIAN. NORTH BOUNDARY OF TOWNSHIP S6. MAP 319 Distanco Rge. Sec. from NE. Corner. Elev. Feature. Chs. Lks. Feet. 23 31 43.70 1624 Hanin river. 31 77.00 1649 Ground at witness mound. 24 36 40.00 1682 " \i post. 35 0.00 1696 " northeast corner. 34 1.00 1710 " witness mound. 33 0.00 1741 " northeast corner (Hooded). 33 40.00 1782 " }i post. 32 0.00 1755 " northeast corner. 32 80.50 1715 " witness mound. 25 36 0.00 1698 " northeast corner. 36 78.00 1699 " witness mound. 35 40.00 I718 \i post. 34 0.00 1738 " northea.st corner. 33 4.00 1759 " witness mound. 33 40.00 I78I " }i post. 32 0.00 1742 " northea.st corner. 32 40.00 1727 " 14 post. 32 72.00 1691 " witness mound. 31 2.07 1689 Small lake. 31 40.00 1684 Ground at H post. 31 56.00 1682 McLean creek. 26 36 3.00 1682 Ground at witness mound. 36 19.00 X67I Small lake, east side. 36 76.00 168I Ground at witness noumd. 36 76.10 1672 Bittern lake, east side. 34 12.23 1672 1609 1634 " west side. Montreal lake, nine miles north of line, water, (September). Montreal Lake Settlement, northeast corner of Anglican church grounds. 1 611 Bittern river, water at ford on road to Montreal lake. 34 17.00 1679 Ground at witness mound. 33 40.00 1744 14 post. 32 0.00 1783 " northeast corner. 31 0.(,0 1785 it ' lake, east side, June 1, 1914 west " r r.nT'T'^ ^^^' '°"*'> «f ""«' estimated. Ground at witness mound Creek. Ground at northeast corner. at northeast corner. Swamp water. Ground at northeast corner. '' witness mound. corner. 73075—91 Swamp water at northeast " i( Ground at northeast corner. " witne,ss mound, owamp water. u n " J . .** ^ post, uround at witness mound. northeast corner. Swamp water. Ground at northeast corner 132 MAP (370) TOPOaRAPBWAL Sf HVKV.S BRANCH ELEVATIONS OF NATURAL FEATIRES. SIXTEENTH BASE LINE WEST OF SECOND MERIDIAN. NORTH BOUNDARY OF TOWNMHIP M. Rge. Sec. r-H' IH '[In Hi: 10 33 33 33 31 36 36 35 34 34 33 32 31 31 36 35 34 33 32 32 31 36 35 35 35 33 33 32 31 31 36 35 35 35 34 33 32 32 31 31 31 36 DUtuncp from NE. Comer. Cha. Lies. 0.00 40.00 71.00 0.00 0.00 40.00 0.00 0.00 58.36 0.00 0.00 0.00 76.10 63.60 40.00 3.00 2.00 0.00 56.30 4.00 0.00 0.00 40.00 78.00 0.00 77.00 0.00 0.00 66.0 0.00 0.00 19.80 48.60 0.00 9.00 0.00 10.00 0.00 20.00 60.00 0.00 Feot. 934 934 939 943 949 947 948 945 959 951 950 959 953 954 956 058 0S3 956 967 995 lUOI 999 005 028 058 056 077 096 096 lOI lOI 104 109 123 145 149 I5T 159 163 "65 Foature. Swamp water at northeast corner. " li po.st. Ground at witness mound. " northeast corner. Swamp water at }4 post. Ground at northeast corner. " at northeast corner. Swamp water at northeast corner. Ground at northeast corner. Water in bogland. Ground at witness mound. " northeast corner. Brougham creek, flowing south to Mossy river. Ground at witness mound. " northeast corner. Bogland at 14 post. Ground at witness mound. " northeast corner. " witness mound. Small lake at northeast corner. Ground at northeast corner. " witness mound . " northeast corner. Creek flowing northeast. Same creek flowing southeast Ground at northeast corner. " witness mound. Water in bogland. Ground at witness mound. " northeast corner. Water in bogland. Ground at northeast corner. MAP ^370) LETELUXO OPERATIONS ELEVATION8 OF NATURAL FKATURKfl SIXTEENTH BASE LINE WEST OF SECOND MEniDIAN. NORTH BOlNDARy OF TOWNSHIP W 133 Rge. Sec. 10 11 -ff 12 ly 13 14 35 34 33 32 31 36 35 34 33 33 33 32 32 31 31 31 36 35 34 34 33 33 32 32 31 36 35 35 35 34 33 33 32 31 31 36 35 34 34 33 32 31 31 Distance from NE. Corner. Chs. Lks. 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 60.00 69.60 0.00 78.00 60.00 72.00 74.00 0.00 O.Op 0.00 40.00 0.00 76.00 0.00 77.00 67.00 40.00 1.00 77.20 78.00 3.00 0.00 79.00 4.00 0.00 40.00 13.00 0.00 8.00 40.00 0.00 0.00 2.00 66.00 Elev. Feet. Il8l "93 1206 1224 1237 1238 1235 1234 1231 I22I I2I3 1223 1228 1229 1225 1230 1230 1236 1239 I24I 1246 1255 1254 1265 1270 1268 1269 1262 1255 1263 1276 1296 1295 1303 1306 1300 1296 1295 1294 1296 1300 1306 1309 Feature. Ground at northeast corni-r If M U U « M Mossy river flowing southeast. Oround at northeast corner. witness mound . Swamp water in hay meadow Mossy river flowing northeast. Ground at witness mound. northeast corner. Swamp w..e , impost. Ground at no :_ast corner. Ground at witness mound. Swamp water at northeast corner. Ground at witness mound. Swamp water at \i post. Ground at witness mound. Top of bank of river. Mossy river flowing southeast. Ground at witness mound . northeast corner, witness mound. Swamp water. Ground at northeast corner " H post. " witness mound . northeast comer, witness mound. Swamp water at H post. " northeast corner. Oround at northeast corner, witness mound. 1 i 134 MAP TOVnCRAPmCAt ftrRVEYff BRAXCn ELEVATIONS OF NATfRAL FKATIHE.-' SIXTEENTH BASE LINE WEST OF SEa)ND MERIDIAN. NOHTH BOU.NDAltY OF ToWN.sllIi' DO. m . 1 1 i ;■ ! ;1 'lilii: III i : :t^ li ! Distance Rkp. Sec. from NE. Comer. Ek'v. Featuro. ChH. I.ks. Foot. 15 36 0.00 1307 Swamp wator at north ca^^t corner. 35 0.00 1310 (iround at northeast corner. 35 11.50 1300 Mossy river, south branch. 34 0.00 I316 Cirouml at niirtheast corner. 34 4C 00 1315 Swamp water at 3 4 post. 33 0.00 1316 Cirounfl !!t northeast corner. 33 40.00 1316 Swamp at ,'4 jxist. 33 77.00 1319 Ciround at witne,-s mound. 32 61.72 1344 a 31 0.00 <33o " at northeast corner. 16 36 0.00 1433 li « 'o\j 52.60 1475 ("reek flowinR southeast. 36 60.30 »4«4 C'njssing of IJudson liay Pai ific Kailw preliminary survey lino. •ay 35 0.00 15';; Ground at northeast corner. 34 9.00 1582 7«5 1687 1710 1763 1772 1788 1767 1782 1677 1689 1681 1879 1709 1701 1704 1715 1738 1728 1766 1771 1891 1878 1880 1930 1894 1905 1873 1779 1781 1789 1743 1713 1707 1715 Grounil at northcaHt corner. Spruce river. Decctnlwr. firound ut northeast corner. " •< H post, northeast corner. witness mound, H post, northeast corner. Spruce river. Ground at northeast comer. H post. witness mound. northeast corner. « M U U u « « M Small lake. Ground at northea.st corner, Summit ^Ukr'" ^^^^^' ^°^^^ ^^^^ ^ Montreal Ground at northeast corner n I1.L :\ •'I , i l! : i IN ! Ml 1 1RRl if. 'I I . 11 11 : TOfOaRAPaiCAL SUKVEYS BRAXCB EI.F.VATK)N8 Of NATIRAL FEATL'KES. THIRD MERIDIAN. MAP 361 DiMtanrr Tp. St>c. from HE. Coriipr. Elfv. Fruture. ChN. LkH. Fttt. 58 25 80.00 >7AS Oniund at northeast corner. 36 80.00 «73i <■ « 1720 Crenii lake, 4 miles wewt of line, miitctl. esti- 59 1 80.00 1750 Ground at northeast corner. 12 80.00 1781 •'< « 13 80.00 IjHh X <{ 24 80.00 1768 « X 25 70.00 I7>5 " witness mound. 36 80.00 ifXK) " northeast corner. Montreal lake, 8 miles east of line. 60 1 70.00 1684 Ground at witness mound. 12 80.00 1667 " northeast corner. 13 80.00 1672 i( t< 24 80.00 I7*>3 « i< 25 38.00 1632 MncI.ennnn river, flowing east. 25 80. (M) 1668 Ground at northeast corner. 36 15.00 I5f>7 " in ravine. 36 34.00 I64(> MacLennan river, flowing west. 36 80.00 1708 Groui'd at nortiieast corner. 61 1 27 . 85 I ^Vio MacLennan liver, (lowing east. 12 20.00 1724 (Jround. 12 38.20 1 65 1 Creek, flowing east. 12 80.00 1709 Ground at northeast corner. 13 30.00 1749 Greek, (lowing east. 13 80.00 I«13 Ground at noi-theast corner. 24 80.00 1947 11 «( 25 48.82 1864 Creek, (lowing west. 25 80.00 1927 Ground at northt^ast corner. •AC, l,;i (II •'",'> S.i'iiUi'.t. ■M\ !-.(i.!"l .?'i.:i) ;■• i!.''!li.';i ^, 1 1 '■[•fv. 62 1 ,V!t. i'l) -r, • - I - a 12 30.00 2004 1 •' 12 SO.(H) : 2041 ; ii it 13 :i().s7 ' .974 1 Occli. 13 SO.(M) r(M)() I (iround ;tt iinrlht-isi conier. 25 •!.!»() ; 2i»()2 : Small lake. i 25 SO. 00 ; 2007 Groiiiicl at norll "n-t corner. o'J so ()0 i 2' ».>2 ! a a 63 1 17.50 2065 " Summit. 1 ! SO.iK) ' 2iK>'d " .-it nor; her. -t corner. 12 80.00 ' I94I i a a 13 1 42. (M) i 1928 i Wej-akwin lake, south siile. MAN 3M, 4U l.F.Vr,LUSa OPERATIOSS f:i.EVATH>N« OF NATIHAI. FKATI HH^ THIHI) MKIUUIAN. 130 Tp. 64 65 66 07 6,S Soo. from SK, CorniT. i;i.' CM. \M* 1 IVrt. 13 68.00 11)28 13 80. (K) 1 1)46 24 80. (M) I'AU 2.-) 74.65 "«5 25 80.00 IO,?H 36 7.08 l')4«) 36 80.00 1984 1 80.00 2052 12 40 (K) 2()6(> 12 80. (H) 2044 13 80.00 1 i<),S7 24 13.00 • <)4<) 24 40. (M) 1057 24 60.00 U)I() 24 80.00 •737 25 16.00 1717 25 80.00 1-63 36 80.00 1846 1 80.00 1708 12 67.00 1662 12 80 00 1664 13 80.00 1701 24 80.00 I7,?'j 25 80.00 1 7.i,S 36 80.00 1720 1 26.00 1714 1 SO. 00 16.S3 12 52 10 1 I5«4 12 80. (M) i5')o 13 SO.(M) 1652 24 40.00 1535 24 SO. 00 t4'M 25 25 57 . 20 SO. 00 1477 I4«3 1 0.00 1487 1 40.00 151') 1 80.00 1493 12 80.00 1 50 1 13 59.10 1469 13 80.00 1478 24 80.00 1473 I 25 63.00 1445 25 SO. 00 1445 36 SO. 00 143.S i hi iiliiri'. \yeyakwin lake, north side. (Jroiind at iiKrthca.st corner. Hivcr flowing to Wcyakwin lake, (Jround at northeast corm-r. Creek, (louiiiK ^oiitheaNt. Ground nt nortliea.st corner. 4 p<»I. northeast corner. CVeek flowing northwest. Cironnd at ,' ^ post. at northoa.st corner. Crock flowing northeast. Ground at northeast corner. " « Creek. Ground at northeast corner. Ground at nortlica.-t corner. Creek flo\vin>5 soutlie:i>t. Ground at northea>t corner, ('n'ck flowinj; northeast. (Jround at northca>t corner. 1 po.t. northeast corner. Twoforks river, (irouiid at northciist corner. witness mound. '.I po>t. n(jrt!ica.^t corner. Creek, lloM-iiiK nortiiwest Ground at nortiieast C(jrner. " « Cre.lv flowinR nortiiwest. Ground at northeast corner. 1 • ll rulttUK.M'HIV.M. HVHYfAS BKAWH 1 ELKVATIDNM Of NATI HAL rKATIRf;-). TillKD MEHiniAN MAT 4 It Lmlanrv Tp. See. from UK. CorniT. Kli-v. I'ritiire, Ch». Liu. Fecf. 60 1 40.00 I43i (1 round ut 'ipont. 1 80.00 1430 " iiortli '♦ or. ! 12 34 50 1430 Creek. 1 »2 80 «M) «430 Ciruund at nt ' ' r ii. r. ' 13 80.00 •445 « 24 80.00 1446 n 25 80.00 1438 '1 36 80.00 '43a « it 70 1 80.00 1434 « .1 12 80.. I4>5 t< • 13 40.00 1438 Mr - ■ 13 80.00 1392 " north V t K.i)T' . r 24 80.00 1383 >< ( ■h 25 13.30 1376 Small lake. 25 80.00 1384 Ground at northi mt tonier. 36 80.00 >379 « u 71 1 75.00 I3>3 " witnf s.s mound. 12 77.00 1384 « M 13 4.40 i38o Creek. 13 73.15 i?68 « 24 3.00 1271 Ground at witness* mound . 24 80.00 1312 " northeast corner. 25 33.38 1373 Creek. 25 80.00 1312 Ground at northeast corner. 36 40.00 1325 H post. 36 80.00 1293 " northeast corner. 72 1 80.00 1377 « i< 12 49.06 1370 Lynx creek. 12 80.00 1390 Ground at northeast corner. 13 80.00 1378 « I 30 iHlxj 34 18,00 i '944 33 0,00 I90(, 32 0,00 IH58 M 1740 2 3« 0,(¥1 1761 ■Ui 13, Ou '757 3') O.OM i«4' 35 4H.00 l«Ho 34 40.00 302.^ 33 «2.(K» 2138 32 25.0(i 3(K)I 31 0,00 2'.U 3 36 00 2152 35 0.(H) 2254 34 (M) 22.i5 33 5.00 2325 32 0.00 2273 32 78.10 3260 31 0.00 2363 4 36 0.00 3397 35 65.00 3300 33 0.00 2254 32 1 40.00 22i^i 5 36 0.00 i 2143 35 0.00 2041 1 34 1 40.00 1936 32 0.00 i86« 31 0.00 1804 6 36 0.00 '757 35 4.00 I7(xj 34 40. (M) i75« 33 40.00 ! 1734 32 40.00 i 1 653 32 1 1630 7 36 0.00 if>45 35 1630 33 0.00 1648 32 1635 31 1 0.00 1654 31 1 40.10 Ki'iitiiri'. LukiMin thiftl mcridhin. l corner. at northeast corner. ^4 lM)st. n< » Deiaronde lake, east side of bay. Ciround at northea.st corner, nelarondo lake, west .side of lake, (iround at northea.st corner. Small lake, west side. Ground at northeast corner. Ladder creek, flowing to Pedro lake. I It v. Hi 142 TOPOORAPBWAL SURVEYS BRASCB UVi lii -! tl I » ELEVATIONS OF NATURAL FEATl KE.I. FIFTEENTH BASE LINE WEST OF THIRD MERIDIAN. NORTH DOUNDAHV OF TOWNSHIP S6. MAP 3I( Di-stanrc Rge. Sec. from NK. Corner. Kiev. I'eat lire. Chs. Lks. Feet. 8 36 0.00 1659 Ground at northeast corner. 35 0.00 1675 i< i< 1600 Pedro lake, 1 mile north of line , estimated. 34 0.00 1610 Ground at northeast corner. 34 24.60 1560 Cowan lake, lowest elevation on this line. 33 0.00 1622 Ground at northeast corner. 32 1640 Small lake. 31 60.00 1644 Creek flowing to Cowan lake. 9 o'5 0.00 1657 Ground at northeast corner. 35 0.00 1687 i< t< 34 0.00 1725 •< « 33 0.00 1753 X X 32 0.00 1736 Lake. 32 40.00 1770 Ground at J4 post. 10 36 0.00 1789 " northeast corner. 36 72.40 1738 Lake, east side. 34 40.00 1811 Ground at }4 Post. 33 0.00 1690 Creek flowing south. 33 67.00 1864 Ground. 31 1.00 1744 " at witness mound. 11 36 0.00 1805 " northeast corner. 35 52.00 1908 Lake, east side. 33 40.00 1926 Ground at li post. 32 66.00 1898 « 31 13.50 1763 Creek flowing to Green lake. 12 36 0.00 1840 Ground at northeast corner. 36 49.50 177I Creek. 35 60.00 1939 Ground. 33 0.00 1883 " at northeast corner. 33 31.00 1832 Lake. 32 0.00 1879 Ground at northeast corner. 13 36 0.00 1842 « « 36 4.00 1798 Chitek river (July). 35 0.00 1868 Ground at northeast corner. 35 40.00 1894 H post. 33 0.00 1909 " northeast corner. 33 38.00 1822 Creek flowing north. 32 40.00 1843 Ground at }4 post. 14 36 0.00 1831 " northeast corner. 35 0.00 1852 « 11 35 29.00 1827 Sulby creek flowing north. 34 0.00 1830 Ground at northeast corner. MAP 317 LF.VEU.lSr, OPEHATIO\8 KI.KVATIOXH OK XATIIUL FKATIHKS. FIFTKKNTH BASK LIMC WEST OF THIRD MKRIDIAN. NORTH noi XDARY OF TOWNSHIP Sfl. 143 Rgc. 14 15 16 17 18 19 20 21 Sec. 33 32 30 35 33 33 33 32 30 35 34 33 33 32 31 30 35 35 35 34 33 32 36 35 33 32 36 35 34 33 32 31 36 36 34 33 32 36 35 34 33 32 31 Distance frmii Ni;. Corner. Cho. Lk-s. 0.00 40.00 0.00 40.00 0.00 40 00 71.00 40.00 0.00 0.00 0.00 0.00 34 28 0.00 0.00 0.00 0.00 14.00 40.00 40.00 40.00 0.00 40.00 0.00 40.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 40.00 0.00 25.20 0.00 1.00 0.00 0.00 i;ie Feet. I85I 1876 i8«4 1865 i<>il 1889 1902 1944 1970 2025 1986 2037 2004 2037 2109 2225 233» 22<)8 2400 2443 2404 2422 2358 2353 2329 2282 2246 2192 2155 2092 2054 2006 961 900 949 927 937 934 878 897 892 898 912 F<'.ature. Ciround at nortlnast corner H post. northeast corner. li po.st. nortliea.st corner. Alcott creek. CJround at '4 post. northeast corner. Creek, flowing north. Ground at northeast corner. (reek. Ground at I4 ■ ost. Highest point on this line. Creek flowing northwest to Meadow lake Ground at \ post. northeast corner. yi post. northeast corner, M post. northeast corner. " « Rabbit river flows north to Makwa river. Ground at northeast corner. " « H post. " northeast corner. Horsehead river. Ground at northeast eorticr. " witness mound, northeast corner. 144 TOPOORAPBIC.XL SlJtVEYS BXANCB ELEVATIONS OF NATURAL FEATURES. FIFTEENTH BASE LINE WEST OF THIRD MERIDIAN. NORTH BOUNDARY OF TOWNSHIP M. MAP 311 Lm>»« \jr 1 lyii .^niiir uu. Distancp Rgc. S<'C. from NE. Corner. Elcv. Feature. Chs. Lks. 22 36 0.00 i960 Ground at northeast corner. 35 0.00 1968 « « 34 0.00 1942 •< « 33 0.00 1895 " « 32 0.00 1937 « « 32 61.00 1930 Creek flowing north to Makwa lake 31 0.00 1935 Ground at northeast corner. 1700 Makwa lake, 12 nniles north of estimated. line, 23 36 0.00 2021 Ground at northeast corner. 35 0.00 2049 >• « 34 0.00 2125 << « 33 0.00 2«54 « i( 33 68.00 2135 Creek flowing north to Makwa lake. 32 0.00 2163 Ground at northeast corner. 32 72.60 2250 Ground Summit . 24 36 0.00 2188 " at northeast corner. 35 0.00 2098 « « 34 0.00 2100 •( (( 34 40.00 2051 H post. 32 0.00 2095 " northeast corner. 31 0.00 2036 « « 2o 36 0.00 2015 << « 36 15.00 2004 Peek lake, ea.st side, April 34 0.00 2046 Ground at northeast corner. 33 0.00 2059 << « 32 4.00 2112 Ground. 31 2035 Bronson lake. 20 36 0.00 2125 Ground at northeast corner 35 9.00 2179 " Summit. 1895 Ministikwan lake, 10 miles north of 1 ine. 34 0.00 2139 Ground at northeast corner. 33 0.00 2059 2005 Muskrat lake, 2 miles north of line. 32 0.00 2030 Ground at northeast corner. 31 0.00 2101 « « 27 36 0.00 2063 « (< 36 61.00 2144 « 34 0.00 2079 " at northea.st corner. 33 0.00 2113 « « 32 0.00 2136 « « 31 0.00 2146 " i< 1 36 0.00 2155 " Fourth meridian. ne, ^■- »• M-H . .,„ , .„„„.„ ,..,,, „,,„,, ,,-- ;- L. O. „_,._, „,,, ii le. r^^w^ ••.».M.-„ 4 on U„^v.„ UrUU -r How Hv.r, , i:;. 'j,,!;.^;."'^""- "I-"- 7307.5- p. U4. MAP 36a LEYELUya Ol'ElfATrOXS ELEVATIOX.S OF XATt RAI, FEATIRES SIXTEENTH BASE LINE WEST OF THIRD MERIDIAN. NORTH HOIXDAUY OF TOWNSHIP ao. 14S Rge. Sec. 36 36 35 34 33 33 32 31 36 35 35 34 33 32 31 36 35 34 34 33 I 33 32 31 36 35 34 34 33 33 32 31 31 36 35 34 33 33 32 31 6 Distill) 00 from \E. Corner. 36 35 I 73075—10 Ch«. Lks. 0.00 40.00 0.00 0.00 0.00 40.00 0.00 0.00 0.00 0.00 40.00 0.00 0.00 0.00 0.00 0.00 0.00 3.00 32.00 0.00 40. Wj 0.00 0.00 0.00 0.00 0.00 40.00 0.00 34.00 58.40 0.00 45.00 0.00 0.00 0.00 40 00 0.00 0.00 0.00 0.00 Elfv. Fopt. 1708 1810 1783 1673 1701 1742 1730 1691 1755 1842 1922 1837 1815 1816 1934 1991 2037 1984 1952 195 1 1992 2058 2054 1994 1952 1857 1825 1858 1776 1776 1813 1761 Kpafiire. 1779 1758 1755 1790 1867 1 80s 1768 1770 1763 Ground at third meridian. H post, northeast corner. H po.si. northeast corner. « H post, northeast corner. ' witness mound. Small lake. « Ground at J^ post. Ground at northeast corner, highest ele- vation on this line. Ground at northeast corner. " « " << "^ 14 post. northeast corner. Lavallee lake, east side, west side. Ground at northeast corner. Surface water. Ground at northeast corner Leaf lake. Paquin lake. Ground at northeast corner. " J4 post. northeast corner. II 146 TOintaRAPmCAl 8URTET8 BRAXCB ELEVATIONS OF NATURAI- FEATURES. SIXTEENTH BASE LINE WEST OF THIRD MERIDIAN. NORTH BOUNDARY OF TOWNSHIP M. Sili I MAP 3M Dintanpp Rge. Sec. fmmNE. Corner. Elev. Feature. Chg. Lka. Feet. 6 34 0.00 1759 Ground at northca.'^t corner. 33 0.00 »759 it n 32 0.00 1758 t( «< 31 0.00 1780 « « 7 36 0.00 1813 « i< 35 0.00 1848 « « 34 0.00 1770 « M 33 0.00 1742 l< « 32 27.00 1734 " witness mound . 31 17.00 1734 (( It 31 1731 Lawrence lake. 8 36 0.00 1 741 Ground at northeast corner. 35 5.00 1736 " witness mound . 34 0.00 1742 " northeast corner. 34 65.50 1704 Creek, flowing to Delaronde lake. 33 0.00 1725 Ground at northeast corner. 32 0.00 1703 « « 31 0.00 1625 i< « 31 1620 Delaronde lake. 9 36 0.00 1649 Ground at northeast corner. 35 0.00 1712 i< l' TKWNSHIl' «0 Rce- 17 18 19 20 21 22 Sec. 34 33 32 31 36 35 34 33 32 31 36 36 35 34 34 33 32 31 36 35 34 33 32 31 36 35 34 34 33 32 31 36 35 34 33 33 33 32 31 31 31 Diitancp fromNK. Comer. Chg. Lks. 0.00 0.00 0.(K) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 43.00 0.00 0.00 45.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 5.00 0.00 47.60 27.00 0.00 0.00 0.00 0.00 0.00 0.00 35.00 40.00 0.00 0.00 32.00 40.00 1523 1556 k53« •535 1546 I57<) i5Sy I6()K 16.5 1635 1628 1536 1631 1638 1592 1658 1649 1663 1703 1682 1641 1726 1680 1686 1668 1649 1709 1675 1679 1682 1693 1690 1718 1702 1700 1554 1569 1610 1704 1557 1567 CJrouml at northeast coriH'r. Feature. u « u u Makwa river. (Jround at northeast corner. it >i Makwa river. Ground at northeast corner. i< « M tl M M « " witne.s.s mound . " northeast corner. Lake. Ground at witness mound. " northea.st corner. i( « << « « M il « u « Beaver river, flowing northeast. Ground at 14 Post- " \ortheast corner. « (( Beaver river, flowing southeast. Ground at 14 Post. * MAP 3«7 i;ii;\.vnn.\s hk .SArniAt, kkatiiu:s SIXTEKXTH BASK LINK WKST OK THIRD MERIDIAN NOHTH MOI NDAKY OK Tt)W.\t(HII' M. 149 Bitr. Si-c. 23 24 25 26 27 36 35 34 33 33 33 32 32 32 31 36 35 34 34 ;^3 33 32 32 31 36 35 34 33 32 31 36 36 35 35 3' 3: 31 31 31 36 36 35 35 34 33 32 32 Distanco froniNE. Corner. Kiev ChB. Lk8. 0.00 0.00 2.00 0.00 15.00 40.00 0.00 14.00 40 00 0.00 0.00 0.00 0.00 21.00 0.00 40.00 5.00 40.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 14.00 0.00 f)5l 40 0.00 00 3.00 0.00 70 44 0.00 40.00 0.00 80.68 15.00 0.00 0.00 9.94 Fret. i68o I75« «77i '570 1563 «595 1574 1564 1770 1803 i«39 1865 1810 1810 1804 1789 1651 1790 1818 1807 1790 1803 1780 1815 1789 1816 1740 '775 1733 1745 1802 1756 1737 171H 1759 1772 1745 1741 1748 1757 1769 1774 Feature. (•round at northeust corner. witno.xH mound. northeast corner. Heaver river. flowinK northejwt. (■round at |4 j)o«t northeast corner. Heaver river, (i round at '.f post. northeast comer. u u Summit. I-ake, west side. (iround at northeast corner Vi post. witness mound. it li post northeast corner. witness mound. Aludic lake, one mile south of line (■round at northeast corner. ( 'reek flowing to Beaver river, ('•round at northeast corner. Creek. witness mound, northeast corner. Ground at northeast corner. \\ H post. northeast corner. Creek. rSround at witness mound. Ground at northeast corner. '* (( fourth meridian. 1 150 MAP M* TOPOIIKAPBIOAL aVKVUVa BKASCB KtJCVATIONH or NATVRAI. raATi;REH. HKVBNTBENTH BASK LINE WE8T OF THIRD MERIDIAN. NOHTH BOUNDARY OF TOWNSHIP M. n 30 36 35 34 33 32 32 31 36 35 34 33 33 32 31 36 35 35 35 34 34 34 33 32 31 36 35 34 33 33 33 32 31 36 35 34 34 33 32 31 Cha. IJu. 0.00 79.05 0.00 0.00 0.00 0.00 4.00 0.00 0.00 0.00 0.00 0.00 50.40 9.00 0.00 0.00 0.00 36.00 50.50 0.00 8.40 38.40 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.05 15.14 0.00 0.00 0.00 0.00 00 8.20 0.00 0.00 0.00 Feet. 1984 1953 1957 197 « 1979 •945 «943 1953 3003 2017 2078 2092 2061 2065 2125 2229 2182 2144 2213 2159 2I4I 2108 2130 2158 215I 2IOI 2055 1943 1859 1855 1902 1877 1836 1808 1785 1680 1694 1689 1702 1634 Fpaturp. Oround at northcnHt corner. Rivi'r flowing to Woyakwin Inki*. (1 round at northeast corner. Creek flowing to Weyakwin lake. Ground at north east corner. « u « 7 1570 1565 •57" 1583 1590 1586 1575 1570 1583 1703 1615 1^73 >633 15 10 1582 I5«5 158s 1550 1553 1549 1541 »543 1531 '533 I54« 1560 KcHtiirc. • 582 (iroiiiul at northcHxt (oriicr 1571 I Hivcr flowiri)? to Smoothst.HK. 1573 57<> Smotithstoiio lake, east Hido. hiki west side. Ctroiind at northoa.st pornor. witiH's.s moutiii. " nort }i«'ast cornor. •' it " witnc'H.s nioiiiuL Benuprc lake, two inih-s .south of line estimated. ' Ground at northeant eonier. Mirasty lake, nine miles south of line estimated. ' Ground at northeast eorner. Creek flowing south to Beaupre lake. Ground at northeast eorner. It at witnes.s mound. " at northeast eorner. Dore lake, three miles north of line estimated. ' Ground at northeast corner. " 2,1 Ciround nt northiniMt f(irn«T. 32 0.00 H)77 >< « 31 0.00 1703 « « 12 36 (K) l«)8ft '< M Hft 0.(HI 1644 • • 44 34 0.00 Ux)M X 44 33 0.00 >544 « 44 33 38.30 >5I7 Cm-k. 32 0.(K) 1542 ('■round nt iiortlu'iist coriuT. 32 66.80 14(19 R«'!iv«>r river. Dweinlx-r. 31 (K) 1530 (iruund iit northeast eoriier. 13 36 0.00 154.? •' t) 36 25.50 152.^ Luke, etiitt .side. 35 (K) •5.^7 (iround ut northeast corner. 34 0.00 1564 »« If 32 0.00 1561 « » 32 31.00 1526 Luke. 31 0.00 I5.^« Ground at northeast corner. 14 36 0.00 1568 >< ft 35 5.00 1567 " witness mound. 35 40.00 1588 >4 post. 34 5.50 I5«)6 (•round at witness mound. 33 0.00 I57>^ " northeast corner. 33 72 50 1607 (iround. 33 76.50 1533 Lake, eu.st side. 32 13.00 >54o (Jround at witness mound. 31 0.00 1543 " northeast corner. 31 32.80 1533 Creek. 31 39.25 153" Waterhen river. 15 36 0.00 IS45 CJround at northeast corner. 35 0.00 1 640 <• « 35 8.20 1698 it 34 5.00 1546 " at witness mound. 33 3.90 »545 Creek flowing south into Waterhen river. 32 0.00 I5«6 (Ground at northeast corner. 31 0.00 1677 •i i< 16 36 0.00 1691 '• 44 35 0.00 1683 t «.!■ TIIIIJI) .MI:||||)|\N MS R««>. S.-.-. 16 17 18 19 20 21 31 m 35 •Mi 34 33 32 32 30 35 34 33 33 32 32 31 36 36 35 35 34 33 32 32 31 31 36 35 35 34 34 33 33 33 32 32 31 36 from Nl; 0>n\iT. Ch«. I.k» (K) 40. (Kl IM) 00.20 0.00 UU 0.00 12.50 0.00 00 (N) 0.00 10.15 0.00 5.00 00 0.00 48.99 13.00 47.00 0.00 0.00 0.00 38.15 0.00 63.80 0.00 0.00 8.50 0.00 18.10 0.00 37.60 73.00 0.00 73.12 0.00 0.00 Kl.v 1729 tS73 • 555 157^ 1570 I5MH l<>9? 17(K) I79« •735 •7«7 1782 1969 2096 2066 2208 2089 2240 2222 2221 2022 2237 2205 2251 2290 231 1 2233 2185 2212 2143 2205 2185 2130 2222 2282 Kjitiirc, (irouridut nortlua^'t <'(irinT. iiurthfuht coriicr. *tiniatnl. (•round at iiorthfa.it cormr. liott.-n lakf, fa.st ukU'. CSruiiiid at nwthea si t'omir. ("reok. Ground at norllieast cdih. 1. Indian pack trail. ' Jround at northoant corner. Creek. Ground. (>eck in local valh-y. Ground at nortiiea.st corner. Crock in local valley flowing into Water- hen river. Ground at northeast corner. Creek. Ground at northeast corner. Highest point on thi.x line. Ground at northeast corner, {'reek flowing south. Ground at northeast corner. Creek flowing south. Ground. at northeast corner. Creek. Ground at northeast corner. t - d If [ i l«;!l 1M MAP 367 TOPOaKAPBICAL SUSVEYS BRAKCB ELEVATIONS OF NATURAL FEATURES. SEVENTEENTFI BASE LINE WEST OF THIRD MERIDIAN NORTH BOCNUARY OF TOWNSHIP M. DiHtanro 1 Rgc. S.-C. from NE. ComiT. Elcv. Feature. Cha. IAh. Feet. 21 36 28.68 2218 Creek. 36 32.50 2281 Ground. 35 0.00 2281 Ground at northeast corner. 34 0.00 2150 « t< 34 27.10 2099 Creek. 33 0.00 2212 Ground at northeast corner. 32 0.00 2224 « t< 31 0.00 2172 << t< 22 36 0.00 2161 « i< 35 0.00 214I « « 34 14.00 2088 " witness mound. 33 0.00 2127 " northeast comer. 33 37.29 2095 Creek. 32 0.00 2159 Ground at northeast corner. 31 19.00 2143 1630 Lac des Isles, ten miles south of line. 23 36 0.00 2099 Ground at northeast corner. 36 13.17 1983 Creek in local valley flows south Waterhen river. to 35 2.00 2107 Ground at witness mound. 34 0.00 2104 " northeast corner. 33 0.00 2091 « « 32 0.00 2060 << M 32 32.90 2053 Creek. 31 0.00 2076 Ground at northeast corner. 24 36 0.00 2042 << « 36 14.40 2032 1635 Creek. Pierce lake, five miles south of line. 35 0.00 2071 Ground at northeast corner. 35 18.75 2045 Lake. 34 0.00 2058 Ground at northeast comer. 33 0.00 2062 << « 32 0.00 2058 « « 31 0.00 2073 « « 25 36 0.00 2045 « i< 36 63.85 2093 « 35 0.00 2065 " at northeast corner. 35 27.75 1888 Creek in local valley flows south to Pierce lake. LKVEhl.lSd OI'KUATIO\'S 1U MAP 3»7 KI.F.VATIONS OF XATCRAL FEATUIUIS. SEVENTEENTH BASE IJNE WFXT OF THIKD MERIDIAN. NORTH HlllXDARY OF TOWNSHIP M. DiHtancc ■" — — , Mge. Sec. from N E. Corner. E1.-V. Kfat lire. Ch8. Lk». Fwt. 25 34 0.00 2021 Ground atnortlirast (■oriicr. 34 28.30 l»93 Cret-k. 33 0.00 I921 '< « 32 29.50 2000 Lake. 31 0.00 2042 (Jround ut northea.st corner. 26 3G 0.00 1094 " i< 35 0.00 1895 " « 35 64.15 1 847 Creek flowing south into Wat* •rhen river. 34 0.00 1877 (Iround at northeast corner. 34 63.42 1825 Creek flowing south into \Vat( ■rhen river. 33 0.00 1834 Cround at northeast corner. 32 9.50 1769 Ground. 32 25.00 1753 Cold lake, east side. H III II : 186 MAP 418 roi'UUH.il'HWAL SI HVEYm BRAXCa ELFA'ATIOSM OK XATIIIAI. KKATIRES. EIGHTEENTH BASE LINE WE«T OK THIRD MERIDIAN. NORTH UOIXIJAKY OF TOWNSHIP tw HI 30 35 34 33 33 32 31 36 3o 35 34 33 32 32 31 36 35 34 34 33 32 31 36 36 35 34 34 34 33 32 31 31 UiMiiincc from NE. Corner. Chs. Lk.« 0.00 0.00 0.00 6.00 10.00 0.00 0.00 0.00 7.00 48.50 0.00 0.00 0.00 53.30 0.00 0.00 0.00 0.00 32 00 0.00 0.00 0.00 00 58.00 5.00 0.00 7.00 64.35 8.00 00 0.00 62.50 36 0.00 35 0.00 34 0.00 33 0.00 32 0.00 32 58.40 31 0.00 36 0.00 35 0.00 34 0.00 Elov. 1435 1431 1425 1422 1418 1419 1422 1415 1410 1397 1406 1410 1413 1394 1416 1436 1467 1466 1465 1465 1471 147 1 1406 1405 1404 1414 1393 1393 1408 1414 1413 1397 1400 1472 1512 »533 1504 1499 1504 1519 >'>33 J.S59 Featuri'. Ground at third mpridian. northoast coriu'r. " witness mound. Creek flowing north. Ground at northeast corner. witness mound. Twoforks river. Ground at northeast corner. West branch of Twoforks river. Ground at northeast corner. u u Small lake. Ground at northeast corner. Swamp water at northea.^t corner. Small lake. Ground at witness mound. rortheast corner. Emmeline lake (southerly expansion). Smoothstone river. Ground at witness mound. northeast corner. Smoothstone river. Ground at northeast corner. Creek. (■round at northeast corner. nil KI.KVATHlNS OK NATI IIA!. KIAI I HIS EIGHTEKXTH HASK I.IXK WKMT «»F THIKI) MKKIDIAX. MAP 4lt NORTH HOVNDAKV ul Tuv.\sni|> «, 157 Rge. 10 11 Spc. 33 33 32 31 31 3(5 36 35 34 34 33 32 31 31 36 35 34 33 32 31 36 36 35 34 33 32 32 31 36 35 34 34 32 31 36 35 34 Di»l«ncc from .\i;. Corner. Chs. Lks. 0.0() 79.00 47.10 0.00 10.15 7.(H) 80.00 18.10 2.00 18.30 0.00 0.00 0.00 50.25 0.00 0.00 0.00 0.00 0.00 0.00 0.00 35.25 0.00 5.00 0.00 0.00 73.00 0.00 0.00 0.00 0.00 61.00 0.00 0.00 0.00 3.00 0.00 Kiev. Fo't. 1597 1538 '542 '547 '544 I '559 I '55« 1558 I5<>5 '5^9 1621 '659 1 677 '6/5 1683 1719 1730 1720 1686 1690 '715 1667 1722 1852 1781 '653 1636 1 636 1649 1510 1649 i6iO '592 1625 1595 1599 1 57 1 '552 I'Vatiirc. Ground at northoast ciirner. witiH'ss moiintl. Creek flowinK ^louf lieast. (•round at northeast corner. Creek flowiuK souttieast to Smeek flowing to l>,rc jke. (Jrouncl at nn crt'fk, flowing Koulhw«^t to river. Dord 32 0.00 I5«0 Ground at northeast eorner. 31 0.00 1488 uU:. Septeiiifmr 33 0.00 1448 Ground at nortlituxt corner. 32 00 1423 i< II 31 (K) 1449 II « 13 36 0.00 1420 Lake at northeast corner. 35 0,00 1429 Ground at northeast corner. 34 0.00 1462 11 II 33 0.00 1488 i< « 32 0.00 1492 it u 31 0.00 •504 II u 14 36 9 00 1499 " witness mound . 35 0.00 1484 " northeast corner. 35 27.54 1464 Creek, flowing north. 35 80.50 1473 Keeley river, flowing northerly. 34 0.00 1477 Ground at northeast corner. 33 0.00 1509 11 II 33 68.00 1538 " witness mound . 33 70.00 i486 Keeley lake,east side. 15 34 20.00 i486 Keeley lake, west side. 34 40.00 1573 Ground at }4 post. 33 0.00 1622 " northeast corner. 32 0.00 1649 II II 31 0.00 165 1 II « 16 36 0.00 1661 l< M 35 0.00 1664 11 « 34 0.00 1735 11 « 34 38.50 1780 " Summit. 33 0.00 1717 " at northeast corner. 33 65.00 J.S97 ("reek. 32 0.00 1639 (iroundat northeast corner. 31 0.00 1727 » It MAP (417) LEVEU.rso OPRItATtONa KI.KVATroXS OF XATl IIAI. FEATI HKs EIGHTEENTH BASK LINE WRST OF THIIU) MERIDIAN. NORTH noi NDAHV i)F ToWNSllll- (is 159 Rge. Sec. 16 17 18 19 20 21 22 31 3«i 35 34 33 33 33 32 31 3fi 35 34 34 33 32 32 31 31 35 34 33 32 31 36 35 34 33 32 31 36 35 35 34 33 33 32 31 36 Dint an rp from NK. Corner. Ch«. 72 Lk.'< (M) 0.(M) ((.(M) ().(H) 12. (M) 4(MH) ().(H) ().0() 00 0.00 0.00 6.00 0.00 0.00 43.50 0.(H) 76.00 0.00 0.00 0.00 0.00 0.00 (M) (K) 0.00 0.00 0.(K) O.IMI ()0 (K) 75 50 O.Of) 00 71 (K) <)0 0.00 (K) Elov. i'pft. 1-^5 '772 '772 1K07 '753 '742 1882 1838 '950 20iq 201 1 1 006 2058 2071 2007 2045 2088 2147 2174 2231 2,^.^2 2268 2241 2218 2205 2200 2235 2I9I 2158 2155 2128 2141 2122 2096 2108 2106 2102 Feat urc. ("rossiiiK ,,f winter rd.id goinK iicirth to ( aiKH' river. pek Howing northerly to ("anoe lake (iround at northea.st corner, witness mound. northeast corniT. (flooded) Creek flowing southwesterly to Primrose Lake. Ground at northea,st corner. ("reek flowing southwest. (iround at northeast corniT (flooder\DAKY <»K TOWNSHII' (W. MAP 417i DixtanpR Hue. S<>c. from NE. ComiT. Kliv. Feiiturc. ChH. Lka. FcH't . 22 35 0.()0 2094 (iroundat iiorthca.st rorncr (flooded). 34 ().0() 2(K).? I.ako at nortlu'axt corin-r. 34 28. (K) 2095 (iround at witnosf* mound 33 ().0() 2(K)3 " northeast eorner (flocMled). 33 72 00 2084 Small lake. 32 0.(K) 2084 (Iround at northeast eorner (flooded). 32 44. (M) 2069 ("reek flowing southwest. 31 0.(M) 2(K90 (■round at northeast eorner. 23 36 0.00 2049 <( (( 35 0.00 2012 ti (i 34 0.00 201 I (flooded) 33 (M) 2003 « « >t 32 0.00 1997 « « u 31 0.00 1989 « t< « 24 36 0.00 1976 « « 36 72.00 1963 " witness mound. 36 75.00 i960 Primrose lake, east side. 26 34 52.10 i960 " west side. 34 65.00 1964 ( 'rossing of wagon road. 33 0.00 1968 (Jround at northeast corner. 32 0.00 1978 « « 32 45.00 1979 Shaver river. 31 0.00 1995 (Iround at northeast corner. 27 36 0.00 2II7 i< « 35 0.00 2047 « « 1 36 0.00 2II8 ! " fourth meridian. I'Im.i , \.^ ].. o. l;. 1 ),,/,,„.. I) I I'.n.M. lJii:,l Hattl,f,,n| .)„,„.,(„„, >:i-k;lIr|i.Haii. I'Ih.Im l.y .1. N. U,i.i.i. i:, D.l.s. T.H.M.un -pik.un r. Li-rapli |>.,l... rwr.V-p. Kill. 1 ii-.M.-lI . on law iMiul.l.r mar i aluarj. All..ri;i, LKVKU.tSu ni'HItA TIOXS KLKVATIONH OK NvriRAI. IKATIHEH NINETKKNTH U.m: LINK WKST OK THIRD MKRIDIAN. MAP 411 NORTH HOL'NOAKV <}f Ttm\s|IIi> ;i. im 36 ao 35 35 35 34 34 33 32 32 31 31 36 36 36 35 34 33 33 32 32 32 32 31 31 36 36 35 35 3^ . 1301 '325 •313 1280 1280 1284 •337 1308 •275 ! •279 , •293 I •293 1272 1261 1260 1262 •274 1269 1280 1272 (Jround at iu)rtheiv«t corner Small lak.'. (Iniiiiul at northeast oorner. in !)Wanip. Small laki". (iround at northeast corner. Piind . Cirouiid at witness mound. " •< Small lake. ( iround at northea.st corner. Lake, caft side. (iiound at northeast corner, on island i-ake west side. (iround at witness mound. Small lake. (iround at northeast corner. " 11 Lake, east side. " West side, (iround at witness mound. Creek. (Iround. Lake at northeast corner ^''«""'l' Summit. (iround at northeast corner. ( 'reek. (iround at northeast corner. Small lake. (iround at northeast corner. ("reek. (iroimd at northea.st corner, witness mound. northeast corner. in swamp. Wistigo creek. Snake lake, north of line. (Jround at northeast corner. witnes.« mound. northeast corner. ^1 '•- 1 162 HiT' TOfiHIRiPttWAt. SI HVKYS HRAM'U Kl.rVATK'NX or SATIUAI. KKATI UK» MNKTKKNTIl HAKK LINK. WMT OF TIIIHH MKItlDIAN. NOHTII WHNDAHV OK T»«»>«MIP « MAP 411 l>i»tan«M" Rip- S<-c fmm NK. tViriicr. Chn, Lki.. Kk-v. Ki'utiirp. 4 31 70.00 I2fi() Sn) 4 00 1266 (iroiitiil m \viineH8 luuuiid. .iry (K) 1^75 " nortlH'iint conHr. 34 00 I2H.) II II 34 27.00 1305 Lakr. 33 0.00 l.VV) Ciniimd Mt nortlu-iixt cormr 33 24 80 >345 Ii 33 59.00 1262 TipiM» river, flowinti north. 32 4 00 I2t)7 liroiind at witiifss mound. 31 0.00 i.U<> " iioitlifast uurner. 6 36 0.(M) I3«<> t< M 35 0.00 1428 l< 44 35 15.47 <45,S " Summit. 35 70.75 l.V)« Cr.-.-k. 34 00 143.^ (i round at northeast corner. 34 24.00 »3«7 ( reek. 34 57.80 i.V)i II 33 0.(K) 1424 ' Iround nt northeast corner. 33 20.00 1467 It 32 0.00 1523 " at northea.st corner. 31 0.00 1 54 1 i< 37 " '4 post Summit. 3t (M) 161 I " northeast corner. 34 20.00 1610 Water in swamp. 33 0.00 1 61 2 Ciround at northeast corner. 32 0.00 «57« Ii it 31 00 1526 i< <4 31 25 20 1 404 Ma.s»inahiKan river. 8 3« 0.00 1527 (iround nt northeast corner. 35 4.00 1563 " 34 0.00 1614 " at northeast corner. 33 0.(M> 1604 ii ii 33 2«.(K) 161 1 Small lake. 32 0.00 16.V) (•round it northea.st corner. 31 00 i6<)« " " Summit. 9 3fi 0.00 t6H6 ii 44 35 0.00 1645 .1 14 34 0.00 1636 ii 44 33 0.00 1643 1 ii 44 :!ll! fl.KVArii.VM i,f NUI lut. ►KM I Mm. XINKTKKMII MAHfJ LINK wksT ..K TIIIHJ, MKKinUN MAP 411 N«)«ril IKJINUAHY OF riiHN>|||p 71. 163 Ground III northeast corner. Siimll Ink.-. 4 post. 24 16.92 1648 Creek flowing east. 24 80.00 1616 Ground at northeast corner. 25 31.00 1580 Creek flowing west. 36 20.00 1614 Ground. 36 80.00 1621 " at northeast corner. 83 1 40.00 1625 Crossing of che Height of land. 12 40.00 1 614 Ground at 34 Post. 13 L'0.00 1532 " northeast corner. 24 40.58 1537 Kimiwan creek (water high), draining to Churchill river. 25 20.00 1555 Ground. 25 76.00 1578 Crossing of the Height of land. 25 80.00 1574 Ground at northeast corner. 36 34.05 1532 Formby lake, draining to Athabaska river. MAPS 5i«, sea Tp. 84 85 86 87 88 89 Sec. 1 12 13 13 13 13 13 24 25 36 36 1 1 12 13 24 25 25 36 1 12 24 25 25 25 36 1 12 13 24 25 25 36 1 1 1 1 12 12 LEVEI.USa OPERATIONS KI.KVATION8 OF NATIHAL KKATrREH. KOUUTH MKKIDIAX. 169 Distanofi from sp;. Comer. CI..,. I,k.H. 80.00 80.00 40.00 48.00 23.00 40.00 80.00 80.00 40.00 40.00 80.00 25.00 80.00 80.00 80.00 80.00 36.00 80.00 80.00 80.00 80.00 20.00 20.00 43.30 80.00 80.00 80.00 42.56 80.00 80.00 46.26 80.00 80.00 14.00 23.00 40.00 80.00 39.20 45.77 Kiev. I''wt. 1536 1597 1549 1537 1537 1539 I54« J 567 1568 1588 1580 1580 1588 1607 1643 1662 1688 1669 1656 1657 1640 1649 1607 1595 1622 1614 1605 1594 1615 1632 1627 1629 I 1608 1602 1480 1266 1012 1002 1002 Feature. Ground at northeast corner. land. " • "^''«*'*°^ Ground at 1^4 po.st. Garson lake, .south side (water high). " " north .side. This lake drains to Churchill river. Ground at '4 po.st. northeasst corner. " it " '4 post. Ground at 14 post. northeast corner. Haft lake (water high). Ground at northeast corner. Crossing of the Height of land. North of here all water drains to Athabaaka river. Ground at northea.st corner. Edwin river. Ground at northeast corner. Kattlepan creek flowing west. Ground at northeast con-er. Crossing of trail to Methye Portage. Ground at northeast corner. " at ;< p.)St. northeast corner. Cle.'irw.'vter river, south side. " north side. Vi I 'II' t'l U' li m 170 MAP SM Tp. 89 90 . : i. 91 92 ik'c. 93 12 12 13 13 13 24 24 24 24 25 36 1 1 12 13 24 25 25 36 1 1 12 13 24 25 25 36 1 12 12 13 13 24 25 36 1 1 TOI'OUHM'HICAL srHlKYN HRAXia KIJCVATIONH OF NATIKAL FEATUREH. FOUHTli MEKIUIA.N. Distunci- from SK. CorniT. Cha. LkB. 45.98 80.00 9.51 40.00 80.00 37.15 40.00 55.60 80.00 80.00 80.00 20.00 80.00 80.00 80.00 18.00 32.45 80.00 80.00 21.00 80.00 80.00 80.00 63.60 80.00 80.00 49.37 40.00 80.00 63.12 73.23 48.66 80.00 80.00 16.85 80.00 Klfv. ioo6 1255 I3»6 1603 1618 1769 1660 1824 1792 1768 1820 1840 1 701 1654 1615 1674 1604 1621 1700 1660 I6>6 1721 1710 1/43 1683 1702 1791 1676 1771 1771 1822 1735 1920 1852 1752 1900 1873 Fi'iiturp. Bench mark, top of iron post, in centre of line, 14 feet north of edge of bank of river. Ground at northeast corner. " at li post. northeast corner. << at 14 post in raviue. " northeast corner. << « at northeast corner. Summit. Sutton creek. Depression. Ground at northeast corner. Creek flowing west. Ground at northeast corner. Gordon creek. Ground at northeast corner. Creek flowing west. Ground at J^ post. northeast ocrner. << Lake. Many small lakes among hills in town- ships 92 to 95. These lakes have no outlet and are all at the same eleva- tion within a few feet. Ground. Summit. " at northeast corner. at northeast comer. MAn 5M, 1616) w.yr.i.u \n in-KRiTioxs KI.KVATU.NS ni- NAT' FJATirW^, HXHTH MKHIUl.VX. 171 Small hike. fJround at northeast corner. H post. Summit of high ridge. Ground at 14 post. at northeast corner. « Creek. Ground at northeast corner. Creek. Ground at northeast corner, witness mound . at northeast corner. Ground at northeast corner. Firebag river. Ground at northeast corner. at northeast corner. H post. Creek. Ground at northeast corner. at northeast corner. Creek. Ground at northeast corner. Creek. Ground at northeast corner. Summit. i I! ''<] if 17t a % MAF (SI6J DUtanrc Tp. 8or. from SK. CnrtHT. Ch«. Lkn 08 1 5.39 1 80.00 12 40,00 12 80.00 13 76.30 24 40.00 24 64.00 25 10.00 25 80.00 36 60.00 36 80.00 99 1 24.20 1 80.00 13 80.00 13 40.00 13 80.00 24 80.00 25 80.00 36 14.60 36 80.00 100 1 46.30 1 80 00 12 24.60 12 65.60 12 80.00 13 20 00 13 80.00 24 60.00 25 10.00 25 80.00 36 73.82 101 1 40.00 1 51.60 12 24.90 12 80.00 13 22.00 13 60.00 13 SO. 00 24 32.40 24 80.00 25 25.00 25 80.00 36 17.90 36 80.00 TOI'ltUIUI'UICAL Ht HYKXa BRAJiCB KU;VATI<)N.S or NATllUt. IT.ATIRKH FOURTH MKHIUIAN. i88a 1923 1834 1887 I90I 1774 I7I3 1824 1672 1688 1808 1825 I8I7 1808 I87I 1963 1947 1909 1682 I8I6 1878 1656 1596 1496 1478 I4I3 1587 1554 1844 1629 1784 1524 1600 1702 1478 1603 1402 1384 1535 Feature. Luke. Ground at northeast corner. J r po.st. northe.i8t cdrner. Hijthpst elevation on meridian north of (Jenrwater river. Groum! hI H jwist. at northeast corner, at northeast corner. Creek, headwaters of Firebag river. Ground at northeast corner. « « Vi post. northeast corner. « Summit. at northeast corner. at northeast corner, north east corner. at northeast corner. Richardson river, 30C feet wide. Ground at % post. Creek. Ground. Summit. " at northeast corner. Creek. Ground at northeast corner. <( " at northeast corner. « " at northeast corner. ^'■^^'^- Depression. uround at northca.st corner. MAT (•!•) Tp. 102 Spc. 103 104 105 106 1 1 12 12 13 13 24 24 24 2-) 36 36 1 12 13 13 24 24 2o 36 1 12 13 13 13 24 24 25 25 36 1 1 12 12 13 13 24 25 25 36 36 1 W.YKLUSn OPKKATION8 KLKVATIONH or NATI K\L FKATl KM. KOIHTH MKKIDIAN. 173 Dinfani-e from SK. OirniT. i:i.v. Chii. l.V». 4U.U0 S().(H) ."i4 . (K) 80.00 40. (K) 73.30 24.20 40. (K) 80.00 80. (K) 47.00 80.00 80 (K) 80.00 51.65 80.00 42.15 80.00 80.00 68.45 80.00 43.30 0.00 27.40 54.30 40.00 80.00 ■^0.60 .00 J. 00 37.00 80.00 11.40 80.00 48.60 80. C" 80. U 33.20 80.00 5.90 80.00 80.00 Fwt. • 57<> '■.'5 '472 1460 I4«8 '444 1368 1420 1354 1 35 1 '305 1323 1320 1332 1348 1324 1322 1307 1289 1332 1284 1292 1278 1252 1291 1254 1 188 1 186 1 156 1171 1126 1 129 1 1 19 1 1 14 II 5 1109 1 1 20 1 120 Vvn\ iirp. Cirnuiul at I.,' (Kp.st. '* northeast ctirncr. Cache creek. Ciround at northeast corner. ,'4 post « Hiimmit. at ' j' poMt. northea.st corner. Crcc'k. Ciround at northeast corner. Lake, source of south branch Old Fort river. Ground at northcai-t corner. Lake. Ground at northeast corner. Lake. Ground at northeast corner. Creek, headwaters of Old Fort river. Ground at witness mound. Lake. Ground at ]4 post. " at northeast corner. Lake. Ground at northeast corner. Lake. Ground at northeast coi .ler. Old Fort river. Ground at northeast corner. Lake .iraining to Ohl Fort river, half a mile east. Ground at northeast corner " « ■ Lake. Ground at northeast corner. Old Fort river. Ground at northeast corner. m 1M r(H'uuii.iNnr\i. sihyt.ys hhascb EI.KVATIONrt or N\Tlll.U. KKATI'REX. WrRTH MEHIDI.XN. MAT (M«> • "■»■•• a ■■ ««««'«»lft^li1»^. DiHtunro s=r Tp. H.' post. VA 26.50 I02I Lake. 13 .80.00 1014 Hcatty river, flowing to Old Fort river. il* 6 00 1034 CJroiiiid. 2-. 25. (X) 1013 Hcatty river. 2\ 80.00 lull (iround at northeast corner. 2h 4.15 loio Old Fort river, 80 ft. wide. 25 59.00 1070 (iround. 36 71.15 1004 Old Fort river. 107 1 40 00 :o6o ('•round at \i post. 12 80.00 1007 " northeast corner. 13 34.40 1002 Lake. 24 80 00 998 Ground at northeant corner. 25 60.30 978 Lake. 36 80.00 965 (iround at northeast corner. 108 1 50.50 942 Creek. 12 60.40 896 Douglas river, 100 ft. wide, flowlLg Old Fort river, half a mile west. to 13 80.00 914 Ground at northeast corner. 24 79.30 902 Lake, south side, draining to Old Fort river, two miles west. 25 21. »0 949 Ground, point of land.. 25 40.50 902 Lake, north side. 25 80.00 951 Ground at northeast corner. 36 80. W 951 « .J 109 1 57.80 928 Lake. 12 80.00 947 CJround at northeast corner. 13 80.00 956 << « 24 80 (M) 942 " i< 25 59.60 919 Lake, expansion of Harrison river. 110 1 40.00 924 Ground at \i post. 12 80.00 930 " northeast corner. 13 79.70 930 L"' 25 40.00 946 Groviid, at ]4 post. 36 80.00 968 Ground at northeast corner. 111 1 80.00 935 " « 13 40.00 937 ;; H post. 24 63.00 989 25 80.00 950 " northeast corner. 36 12.80 913 Lake. 36 ' 80.00 i 930 1 Ground at northeast corner. III! (;ui IIIIVATIoNd i>|. NATtKAl, KKATI Mm. «)l UTII MKHIDI.w. 17» li i Uittniicp 1 t Tp. #vr. ! (nun HK. KI.V. 1 t'HrriiT. ('ll^. l.kN. K«f» . —, 112 I 30 50 Ht)H 12 40 ()0 8W ! la W).0<» 86o 1 24 40. (N) 86i) ' 25 40. (N) •>.U» 1 3U HO.IMJ 87« 113 12 40, (K) 866 i;i 80. (M) 874 8«o 24 80. (M) 3U 40 IH) ■"5. tiround at '., post. iit>rthia.^t foriii-r. Hwum. h.adwatcr^i of ( •JaiisMH .r.-ek '•nuinu ttt '4 pDnt. northf>it.- H \f I , ,> . . l'l>"t" I'.v L. (). R. I)„z,„s, D.L.S 1 .li.M.-l, 1 „n " Small lake to north of lino. ( Jround . ti a* northeast corner. northeast corner. " it Fawcett lake, on north side of line. (•round at northeast corner. Creek. Ground at northeast corner. " « Lake Peter, on fifth meridian. If. '. 1M MAP 4M TUI'lKiH.il'IIIV.M. SI HVKYs IIKASCU KLEVATIONM OF NATrKAL FKATI KK>t. TWENTIETH H.\HE LINE WE«T OF KoiKTII MERIDIAN. N«fRTH tHXNDARY OK TOWNSHIP ;«. Rge. Sec. 3» 35 34 34 33 33 32 31 31 36 35 34 33 33 32 31 31 36 35 34 33 32 32 32 31 36 35 34 34 33 32 32 31 36 36 35 34 34 34 32 31 Distanco from NE. Corner. ChM. LicN. 0.00 14.00 0.00 0.00 40.00 79.90 40.00 7.80 18.65 0.00 0.00 22.75 0.00 40.00 0.00 0.00 60.00 35.95 0.00 0.00 0.00 0.00 40. OC 72.50 40 00 0.00 0.00 0.00 46.00 60.25 0.00 40.00 0.00 0.0" 40. f- 0.0i> 0.00 44.70 74.32 0.00 0.00 Foft. I915 I910 1906 i';45 1927 U)04 1962 2024 1979 2014 1975 >959 2037 2060 2039 2027 2006 1993 1990 1957 1981 1905 1877 1857 1883 1891 189? 1897 1939 1910 1869 1908 1917 1887 1886 1875 1872 1862 1834 1843 1886 1912 rciitiin'. Ground at northcuMt corner. Ground at northeast corner. }i post. " II Dillon river. CJround at }^i post. Creek. Ground at northeast corner. « II Landels river. Ground at northea.st corner. li ptwt. northeast corner. i< II 11 Creek. Ground at northeast corner. w H post,. Winefred river, Ground at J^ post. northeast corner. Winefred lake, three miles south of line estimated. Creek. Ground at northeast corner. H post. " northeast corner. Ground at northeast corner. H post. northeast corner. " II Creek flowing to Christina lake, " II Ground at northeast corner. i< (I MAT 4M U:\Kl.UMi ni'Kh'.illOSH KIKVATIONM OK NITIHAI. JKATI HKH. TWENTICTII HAWK I VK WEHT Ol FOlHTIt MKHIDIAN. NORTH Uoi Nn\KV OK ToWNHUH* ?«. 1M Uiiitttnii? 1 Rgc. 6ec. from NK. ConiiT. Kli-v. ChK. Lk». Fwt. 5 31 73.00 1924 6 36 0.00 •**75 30 61.30 I82« sri 11.00 l8i(> 34 0.00 IK23 32 0.00 1M28 31 0.00 1 836 7 36 0.00 1 853 35 0.00 1840 34 0.00 1848 33 0.00 1840 33 75.00 1819 31 0.00 1870 31 41.20 i832 1750 8 36 0.00 1881 35 0.00 2030 35 47.00 2003 33 0.00 '963 32 0.00 '974 31 0.00 2013 9 36 0.00 2041 36 40.00 2094 35 36.00 2081 34 0.00 2086 34 79.55 2081 32 0.00 2077 31 0.00 2084 31 40.00 2079 10 36 14.10 2023 36 40.00 2083 35 4.32 2106 34 0.00 2216 33 0.00 2242 32 0.00 2249 31 20.00 2228 2100 11 36 0.00 2215 35 0.00 2202 I'ratiirc. fJrounil. lit nurtiu'dst corner. Smull lukt>. {'hristiiiii lake, oa.-t ,«i(li'. Ground at nortlH-ast corner. M U U Lake. (Jround at northeast corner. Creek. Christina river, at its goutherlv bend seven miles north of line, estimated. ' Clround at northeast corner. at northeast corner. Mpost. Creek flowing to Christina river Ground at northeast eorner. Creek. Ground ;U north€>ast corner. }4 Po.st. May river, flowing from Wappau lake. Ground at J^ post. Creek. Ground at northeast corner. Wappau lake, eight miles south of line estimated. ' m m Grounr' ^rtheast corner. i iM TnifrnFirnirM. si K\t:rM itRwrH KI.EVATH)N« or NATl'MAI. »'t:.%Tl'H»M TWKNTIKTU DAHK LINK WFXT OV FOIHTII MCHIDIAN. tt mm AMM. > NUHTII IHIt NDAHY or TOWNHllir 7«. li' 4i DiMiitnci- Rb.- .-<.•<•. frmii XK. KUv. FMitiiriv CorniT. C'hH I.kH Kfft . 11 :)4 ()()0 2i<)4 (iround at iiort lica-Ht ctirntT. 33 0.(K) 2IH<) I.ako at northeast coriuT. 32 (K) il8| (iroiind at Mort hca.-'t corner. 32 70 00 2l6l " witnciiH mound. 12 30 1) (N) 2167 " norihcaHt corner. J5 j8.10 2163 Creek flowing wouth. 33 0.00 2194 (irotind at northeast corner. 32 0.00 222H •• « 31 (H) 2261 « M 13 0.00 2277 •* Summit. 35 41.96 2169 Creek. 33 0.00 2252 Ground at northeast corner. 32 00 2221 « li 31 0.00 2227 •• n 14 36 0.00 2198 « II 35 0.00 2203 i< li 35 40.00 2190 ^^ " Upost. 34 32.62 2074 House river, near itft southerly bend. 33 4.00 2087 Ground at witness mound. 32 0.00 2201 " northeast corner. 31 00 2230 <« , «« 15 36 0.00 2213 « . . TWENTIFTII BANK LINK WWT OF KU'UTII MKItlDlAN. NOHTII BOINnAHY or T(>WN!4|i|P n 187 DUtitnri* Rk«. tkv. from NK. Klf. Fiitt lire. Corrirr. Km'I Ch» \M*. 1 18 M U (N) l'>75 (irounil lit nortliCitHt roriipr. Ah (N) n/x» ' " *' 34 00 l'>.W " <« 33 0.00 101.^ >< M 32 00 1MM4 •• (« 32 47.30 1K74 tt 31 I5«)2 AtliiihuNka river. I'lint widi'. AuKUSt. 31 i.V'-' " wt?Ht wi»U' " 31 38 IK) I5i«> (iruiiixl 31 47 70 1616 It 19 36 (N) 1853 Ground itt northeast corner. 35 (H) i«45 >• « 34 0.00 1843 " « 33 0.00 1 85 1 " « 32 0.00 1H61 « M 31 00 1875 << U 20 36 0.00 1871 >• II 35 0.00 1884 « « 34 40.00 1893 M pOHt. 33 6.00 1897 " witnoNs mound. 32 0.00 1921 " northeaxt corni-r. 31 00 19.^8 « u 21 36 40.00 2295 Hw>^' 35 0.00 2415 " north ;t corner. 35 67.50 2506 " Summit. 33 00 2.^76 " northeast corner. 33 48.00 2305 Creek flowinx to Pelican ...,f. 31 00 2383 Ground at nortlirast corner. 22 36 24.84 2280 C'reek. 35 0.00 2357 Ground at northeast corner. 35 60.00 2472 (« :i4 0.00 2520 " at northeast corner. 34 28.80 2682 " Summit. 33 0.00 2499 " at northeast corner. 32 30.20 2360 Creek. 31 0.00 2530 Ground at northeast corner. 23 36 0.00 2779 X « 35 0.00 29O5 Summit. 34 0.00 2871 << ii 34 40.00 2759 H post- 34 76.50 2623 Creek. 33 40.00 2716 Ground at }4 Post. il II 188 T(H'0 1706 1648 1682 1672 1639 1614 1659 J 659 1623 1500 1495 1489 1580 1628 1614 1609 1495 1500 i486 1477 1456 1460 1459 1457 1460 1461 1488 1458 1451 1457 1449 1456 1462 1401 1572 Featurr. Cround at fourth tni-ridian. " northeast corner. Creek flowing to Xewby river. Ground at northea.st corner. Creek flowing to Newby river. Ground at northeast corner. Creek. Ground at northeast corner. Landela river at confluence with Winefred river, one mile south of line, estimated. Ground at northeast corner. Winefred river. Ground at northeast corner. Small lake. Ground at northeast corner. Cowpar lake, 4 miles south of line, esti- mated. Ground at northeast corner. Cowpar creek. Ground at northeast corner. Lake at " Ground at " Creek flowing north from Bohn lake. Ground at northeast corner. Ground at northeast corner. Christina river, flowing north, June. Ground at northeast corner. Ill, 190 MAP 466 TOHJilKM'UWAL HVRVEYS HRAXCll ELEVATIONS OF NATIHAL FEATUREH. TWENTY-FIRST B.V8E LINE WEST OF FOURTH MERIDIAN. NORTH BOUNDARY OF TOWNSHIP »). Rge. 10 iriil: See,. 11 36 36 35 34 34 33 32 32 31 31 36 36 35 34 33 32 31 36 35 34 33 32 32 36 35 34 33 32 32 31 36 35 34 33 32 32 31 36 36 35 Distance from NB. Comer. Chs. Lks. 0.00 31.20 0.00 0.00 40.00 0.00 0.00 15.86 0.00 37.35 40.00 60.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 48.74 0.00 0.00 0.00 0.00 0.00 63.40 0.00 0.00 0.00 0.00 0.00 0.00 48.25 0.00 0.00 80.00 40.00 Feet. 1563 1527 1552 1599 1668 1710 1662 l6oq 1658 1646 1744 1777 1857 1955 1993 2068 2067 2165 2222 2313 2320 2381 2405 2389 2340 2319 2314 2299 2276 2288 2289 2284 2281 2276 2269 2270 2283 2269 2227 2264 Feature. Ground at northeast corner. '• Prairie" creek. Ground at northeast corner. " H post. " northeast corner. « « " Prairie " creek. Ground at northeast corner. ' Prairie" creek. Grcivi « dat '/4 post. at northeast corner. ti « « (1 i< « (( « (f <4 « « Highest elevation on this line. Ground at northeast corner. t< « .Christina river (east branch), flowing south. June. Ground at northeast come.. t( « >( « X «« u << « «* Small lake. July. Ground at northeast corner. i< " Christina river (west branch), flowing south. Ground at 14 post. I.EVEI.I.ISli (H'KHXTlOys 191 MAP 466, 465 ELEVATIONS «)F XATIKAL FEATURES. TWENTY-FIRST BASE LINE WEST OF FOURTH MERIDIAN. NORTH BOl NOAHY OF TUWN.SIIIl' S(l Rge. 11 12 13 14 15 16 Sec 34 34 33 32 31 36 36 35 34 33 32 31 31 36 35 34 33 32 31 36 35 34 34 33 32 31 31 36 35 34 34 33 33 32 31 36 35 35 34 33 Di.stanrc from NE. Comer. Chs. Lks. 0.00 32.65 0.00 0.00 0,00 0.00 60.35 0.00 0.00 0.00 0.00 0.00 46.50 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11.70 0.00 0.00 0.00 49.65 0.00 40.00 0,00 23.52 0.00 68,15 0.00 0.00 0.00 40.00 68.90 0.00 0.00 2294 2291 2295 2321 2341 2356 2333 2299 2307 2291 2290 2296 2251 2275 2224 2167 2129 2123 2102 2061 1966 1925 1917 J 897 1891 1872 1889 1841 1848 i«54 1877 1848 1809 1839 1849 Feature. Ground at northeast corner. Creek Rowing to Christina river. Ground at northea.st corner. Creek. This stream Hows .southerly and joins Christina river in Tp. 78, R. 10. Ground at northeast corner. House ri\ er, flowing south, near its source. Ground at northeast corner. Ground at northeast corner. Small lake. Ground at northeast corner. Dropoff creek. Ground at norilioast corner. Creek flowing to Dropoff creek. Ground at northeast corner. \i post. " northeast corner. Dropoff creek. (Jround at northeast corner. Dropoff creek. Ground at northea.st corner. h'post. Creek flowing to House river. 'V- 192 MAP 465 TOPOdRAPIllCAL sr-RYETS RRWCH ELEVATIONS OF NATIAUL FEATl'RES. TWENTY-FIIIST nASK LINE WEST OF FOURTH MERIDIAX. NOUTH BOVNDAnY OF TOWNsmi* M. Rge. 16 17 18 19 20 21 Sec. :«- 83 32 32 31 36 35 35 34 33 32 32 32 32 31 ?A 36 35 34 33 32 31 36 35 34 34 32 31 36 35 35 34 33 32 31 36 35 34 33 32 31 DiBtance from NE. Corner. Chs. I-ks. 40. (M) 65 . 20 0.00 40.00 00 0.00 0.00 36.26 0.00 0.00 0.00 40.00 46.00 69.30 0.00 40 . 00 0.00 0.00 0.00 13.00 0.00 0.00 40.00 40.00 0.00 78.00 0.00 0.00 0.00 0.00 60.00 0.00 0.00 0.00 0.00 20.00 0.00 0.00 0.00 0.85 0.00 Feet. 1832 1385 1680 1-84 1794 1792 1790 17-7 1789 1799 1678 1407 1360 1360 1395 1592 1782 1796 1814 184I 1859 1868 1872 1873 187I 1883 1895 1903 1905 1898 1883 1892 1889 1896 1900 I9IO I916 I93I 1940 1942 I97I Feiitiire. Ciround at \i post. House river. (Iround at northeast corner. ]i post. " northeast corner. Creek flowing to Athahaaka river. Ground at northeast corner. " H post. Athahaska river, east side. " west " Clround at northeast corner. " ]i '-ost. " northeast corner. « « Gr^ jnd at witness mound. " northeast corner. M post. i;orthea.st corner, witness mound, northeast corner. Greek flowing to Pelican river. Ground at northeast corner. witness mound, northeast corner. Greek. Ground at northeast corner. P.H.M.— I, 5 on sctiool-liousc, l-iirt Suskalclicwan, Alhirta, »1 I'lioK. hy I.. (>. R. I)..Z(iis, n.I.. lowing iiK'thfid of liolilin^ rod. Mi .92. Photo hy L. O. H. Uozoiw, D.L.S. Hfi dear ujiod hy Prciisc Lcvid party. iPii It* ■* i: MAT 465 tKXKLUSO OPEHATtOya ELEVATIONS OF NATURAL FEATURES. TWENTY-FIRST BASE LINE WEST OF FOURTH MERIDIAN. NORTH BOUNDARY OF TOWNSHIP M. 1M Rge. 22 23 24 25 26 See. 36 35 34 33 33 32 32 31 36 35 34 33 32 31 36 36 35 34 33 32 31 36 36 34 34 33 32 o« 32 35 34 33 33 73075—13 Distance from NE. Comer. Chs. Lka. 10.00 0.00 0.00 0.00 20.00 0.00 21.15 0.00 20.00 0.00 0.00 0.00 0.00 0.00 0.00 32.00 0.00 0.00 0.00 0.00 9.00 0.00 0.00 0.00 40.00 0.00 0.00 67.00 76.00 52.50 0.00 0.00 8.67 Elev. Feet. 1979 1988 1975 1939 >932 1933 1933 1938 1941 '954 1963 1972 1980 1964 1970 1913 1908 i960 2908 1923 1846 1800 1869 1858 1928 1883 1866 1807 1787 1806 »794 1826 1787 1806 1850 1874 Feature. 'jfound at witness mound. " northeast corner. Small lake. Ground at northeast comer. Hoole creek, flowing to South Wabiskaw lake. Ground at northeast corner. northeast corner. « «4 « (( Creek flowing south to Hoole creek. Ground at northeast comer. South Wabiskaw lake, four miles south of line, estimated. Ground at northeast comer. " « « << Small lake. Ground at northeast comer. North Wabiskaw lake, east side. Ground at witness mound on point of land. Wabiskaw, ground 350 feet southeast of Revillon's store. Wabiskaw, ground 360 feet north of Anglican mission. North Wabiskaw lake, west side. Ground at northeast corner. fifth meridian. %>,:' 1 ij 194 TOfltdRAI'inCAL SIRXEYS BKASCB ELEVATIONS OF NATURAL reATlRKH. TWENTY-SECOND BASK LINE WEST OF FOURTH MEI .U'AN NORTH BOINUARV OK TOWN8IIIP M. !,'!? MAP sie Dwtanrp Rge. Sec. from NK. Corner. Elev. Feature. ■ Chu. LkH. 1 36 0.00 1535 Garson lake on fourth meridian. 34 5.00 1535 " west side. 34 40.00 1542 Ground at H post. 33 0.00 '559 " northeast corner. 33 40.00 I57f> }4 post. 32 0.00 I6i3 " northeast corner. 31 0.00 1596 t< « 2 36 0.00 1594 >« « 35 0.00 1580 « •« 34 0.00 1576 « «4 33 0.00 1601 1470 Gipsy lake, north of line, estimated. 32 0.00 1555 Ground at northeast corner. 31 0.00 1565 it >< 3 36 0.00 1561 « « 35 0.00 1521 >l u 34 0.00 1503 n « 33 55.20 1493 Creek, flowing to Christina river. 32 0.00 1495 Ground at northeast corner. 31 0.00 1506 1420 Gordon lake, north of line, estimated. 4 36 0.00 1547 Ground at northeast corner. 36 60.00 1626 i< 35 0.00 1691 " at northea.st corner. 35 76.00 1537 " witness mound. 33 0.00 1531 " northeast corner. 33 52.50 1473 t( 33 65.00 1359 1368 Christina river, flowinR north. " high water mark. 32 0.00 1374 Ground at northeast corner. 32 24.20 1462 tt 31 0.00 1523 " at northeast corner. 31 40.00 1473 li post. 5 36 0.00 1418 " northeast corner. 1 50 1413 Creek, flowing to Christina river. 36 40.00 1489 Ground at }4 Post- 35 0.00 iS'i " northeast corner. 34 0.00 1557 « « 33 0.00 1564 it u 32 0.00 1495 t( " 32 18.70 1472 Georges creek. 31 0.00 1490 Ground at northeast corner. MAP 516 I.KVr.lUSi; tU'EKA TIOXS Ef.KV,\TI<(NM OK NATIRAL KEATIHKH TWENTY-SKCOND HASK LINK WEST ()F FOIHTH MERIDIAN. NORTH Bf)lNDAHV OK TCIWNNHIP M. 1M Kk<-. Sec. Dbtanco from NE. ComiT. 36 35 34 33 32 32 32 36 36 34 34 33 33 32 32 31 31 31 36 36 35 35 34 34 33 33 32 31 36 36 35 35 34 34 33 32 32 32 32 31 31 31 31 73075— 13J Chu. LkH. 0.0(» 4.00 0.00 0.00 0.00 35 00 60.00 5.00 30.63 0.00 15.75 0.00 50.00 0.00 40.00 0.00 40.00 58.00 0.00 40.00 0.00 69.33 0.00 63 . 50 0.00 44.13 0.00 12.00 0.00 42.50 0.00 49.62 8.70 64.00 0.00 0.00 20.00 40.00 65.00 0.00 4.10 10.48 40.00 Elov. Feet. •545 1545 1 605 1627 1605 1667 '542 1521 •523 1613 1582 1647 1642 «7'3 1823 IQ09 1957 2068 2114 2225 2.^84 2447 2434 2323 2346 2151 2341 2380 2416 2367 2414 2413 2428 2357 2395 2343 2244 2 125 1940 2045 2158 2009 2125 F«'utur«'. Ground at northeast cornfr. \vitnf».s mound, northeast corner. it witness mound. Crwk. (Jround at northc.ist eorner. Lake. Ground at northeast eorner. Creek. Ground at northea.st corner. " ,'4 post. " northeast corner. H post. at northeast corner. 1 4 post. " northeast corner. Highest point on this line. Grounfl at northeast corn«'r. Creek. (iround at northeast corner. Surmont creek, Howing to GrcKoire lake. Ground at northeast corner. " witness mounil. northeast corner. Creek. Ground at nortiieast corner. Lake. Ground. Creek. Ground at northeast corner. " at }i post. Creek flowing to .ingingstone river. Ground at northeast comer. Lake. Ground at i^ post. sf, 1 '4] M m m m I 1M TOPOnRAPU.^AL SVKVErS BRASCB W\ B : ?! EUBVATIONH Or NATURAL rtlATUREa TWENTY-SECOND BASE LINE WEST OF FOURTH MERIDIAN. NORTH BOlNDAhY OF TOWN§HIP M. -I; J MAn 111 , IIS Dittancp Rgr. Pec. from NE. Cornrr. Elcv. Fe«ture. _ ■ Ch*. Lkii. Frot. 10 36 0.00 3»59 Ground at northeast corner. 35 2.00 2021 " witness mound. 34 0.00 1940 " northeast corner. 33 0.00 1865 « >< 33 57.70 1849 Hangingstone river. 32 0.00 1871 Ground at northeast corner. 31 40.00 1888 H post. 11 36 17.00 1869 " witness mound. 35 0.00 1844 " northeast corner. 34 0.00 1814 t< « 32 19.00 1774 " witness mound. 31 0.00 1769 " northeast corner. 12 36 0.00 1753 « « 36 11.77 1708 Creek flowing to Horse river. 35 0.00 1742 Ground at northeast corner. 34 27.90 1765 Creek. 33 0.00 1790 Ground at northeast corner. 32 0.00 i8c6 « «« 31 0.00 1797 « « 13 36 0.00 1831 « « 36 41.00 1817 Creek. 35 0.00 1820 Ground at northeast corner. 34 0.00 1822 « « 33 0.00 1806 « « 32 0.00 1808 « « 32 30.00 1803 Creek. 31 0.00 1796 Ground at northeast corner. 14 36 0.00 1776 « « 35 10.10 1760 Creek. 34 0.00 1776 Ground at northeast corner. 34 75.50 1783 Lake. 33 40.00 1770 Ground at }4 Post- 33 55.00 1743 « 33 64.31 1677 Horse river. 32 0.00 1687 Ground at northeast comer. 32 10.85 1744 « 31 77.70 1739 " McMurray road crossing. 15 36 5.00 1739 " at witness mound. 35 0.00 1734 " at northeast comer. 34 0.00 1734 it « 34 55.81 1727 Algar river, east branch. 32 0.00 1748 Ground at north east corner. 31 0.00 1720 « « LKXKLUSi} OPKRATtOXa MAP SIf ELEVATIONH or NATIHAI, FKATrHEA TWENTY-SECOND BAME LINE WJXT OF I-OIRTH MERIDIAN. NORTH BOUNDARY OK TOWNSHIP M Hge. 10 17 18 19 20 36 35 34 33 32 31 36 35 34 34 34 33 33 33 33 33 32 31 31 31 36 35 34 32 36 35 34 32 31 31 Diatanrp from NE. Corner. Cha. Liu. 10.74 0,00 0.00 0.00 0.00 00 0.00 0.00 0.00 37.57 72 26 0.00 21.34 40.00 61.17 68.12 0.00 0.00 40.00 75 25 20. ,0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 44.00 36 0.00 36 40.00 35 0.00 35 40.00 34 0.00 34 60.00 33 40.00 1729 I9I2 1942 1957 2001 2015 2012 2022 2025 2032 2"35 2036 2042 2034 Frature. Algar riv»'r, wcxt hranrh. AlgHf lake )uth of line, pntimated. (Jrouml at .lorthoact corner. « <4 " at northcasit corner. Athahawka river, at foot of Grand RapidH. (iround at }! post. <> Creek. Ground at northeast corner. Creek. 14 post. Ground. Ground at northeast corner. « « 4( « Creek, Al ,ing to Athabaska river. The line passes through a continuous area of swamp from here to Wabiskaw river. Elevations are given closely to illustrate varying elevations over a swamp. Ground at north east corner. H post. " north east corner. ' ^ po=t north east corner. Ground at H post. Summit. It' IN rnpnnnxpHW hi kvkys huawb MS F.I.EV;^ riON*- SATIRAI. rEATIRFS TWENTV-HIXroND HAS' * NK WEMT OK KOIRTH MERIDIAN. NORTH MtlNDARV i)V TOWNHHIP »4 If ; II n . -= Diiitanrp Ri« fwCi from NK. CortHT. Elev. Fwi. Fwilun". Ch« LkH. 20 32 (N) 2oa.^ (iruuiul ttt iiiirtht'tist (>onu>r. 32 6U JO 2015 t< 31 0.00 3021 ♦* at nortlu'UHt cornrr. 31 40 00 3(>3U " )4 JM»«t. 21 36 00 3032 " iiorth«'n.Ht ••oriiiT. 36 40 (M) 3()34 " »4 |M)Mt 35 (N) 3048 " north«'iist corner, liiRlirst elevii- tion hetwH'ii AthnbaHkii river and fifth mrrMlian. 35 40 (M) 3039 fJrouncl ut '4 jnirtt. 34 00 3016 " north I'lict cornt'.-. 34 40.00 aooi " >4 IWHt. 34 70 10 1992 Wood Buffalo river. 33 0.00 1999 (Sround at iiortiu-ast rornor. 33 60 00 301 1 (•round. 32 00 2004 (iround at northeast corner. 32 40.00 1990 " }i post. 31 0.00 1988 " northeast corner. 31 53 34 1989 i( 22 36 0.00 1990 Ground at northeast corner. 36 40.00 2016 " H post. 35 0.00 2039 " northeast cornei. 34 0.00 2024 « tt 34 40.00 2035 « l-i post. 33 0.00 2010 " north east corner. 33 40.00 1990 " yi pos< . 32 0.00 1986 " north east corner. 31 0.00 1942 « « 23 36 0.00 1915 « (( 35 0.00 1905 i< « 34 0.00 1897 « ii 33 00 1887 i< i< 33 60.00 J 873 « 32 0.00 1877 Ground at north east corner. 32 40.00 1885 li post. 31 0.00 1882 " northeast corner. 24 36 0.00 1865 « <4 35 0.00 1856 Lake. 35 5.00 i860 Ground at witness mound. 35 47.00 1918 " Summit. 34 0.00 1889 " northeast corner. 34 40.00 1840 H post. i.Kvr.i.u \u ni'KH 1 riosft MAT SIS KI.»:VATI<)\H Of NATIHAI. VY.MVWM TWKXTV-HKO»M> BAMK I.IXK WI-XT OF KorilTII MCRIDIAK. N«»«TM Hor.NDARV «)> TKWNHHIP M Rw 24 2:> 26 33 32 32 31 31 36 35 34 33 32 32 31 36 35 35 35 Diiitiinrf- from NK. CoriMT. Ch». IJw. llTt n (M) l».W (N) iHo5 10 (N) I7<>7 •7.V> U 00 •734 40 (M) •743 0.00 0.00 0.00 0.00 20.00 40 00 00 0.00 0.00 40 00 68.00 Kir •777 • 79« •7«>7 • H25 • «52 • 757 i86t |8()6 1042 1961 19H3 Kii»iuti>. (Iniuiul at iiiirthcii!it forner. '.4 POHt. Wuliitkiiw riviT, hifrli '.vat«'r mark. " .hinuary. (irounil ut '^ pfiHt. *' northt'ust corner. •• •< '• «( «< II " M po,st. " northciixt coriior. •< « H post. " fifth meridian. r ft: :l m : aoo TOPOOSAPBWAL 8VSTET8 BRANCB MAP 516 ELEVATIONS OF NATURAL FEATURES. TWENTY-THIRD BASE LINE WEST OF FOURTH MERIDIAN. N*" It UNDARY OF TOWNSHIP 88. r n ill- Disth r, Rge. Sec. from N- C!omer. -.ev. Feature. Chs. Lks. Feet. 1 36 0.00 i6o8 Ground at northeast corner. 35 0.00 i6ii « « 35 15.00 1533 « 35 40.00 1234 H post. 35 60.00 1077 Creek. 34 0.00 1249 Ground at northeast corner. 34 58.00 1266 Creek. 33 0.00 1433 Ground at northeast corner. 33 40.00 1586 H post. 32 0.00 1575 " northeast corner. 32 14.07 1465 Creek. 31 0.00 1547 Ground at northeast corner. 31 29.23 1385 Ttattlepan creek. 2 36 0.00 1435 Ground at northeast corner. 36 19.00 1559 Ground. 36 45.81 1391 Creek. 35 0.00 1549 Ground at northeast corner. 34 0.00 1 561 « « 34 73 00 1573 u 33 14.85 1429 Creek. 33 40.00 1369 Ground at }4 post. 33 79.00 1587 " witness mound. 31 0.00 1553 " northeast corner. 3 36 0.00 1539 « « 35 0.00 1516 « « 35 40.00 1434 li post. 34 0.00 1214 " northeast comer. 34 15.54 1081 Edwin river. 34 40.00 1304 Ground at J^ post. 33 0.00 1512 " northeast corner. 32 0.00 1523 i( « 32 78.00 1538 " witness mound. 4 36 0.00 1544 " northeast corner. 34 0.00 1555 Summit. 33 20.00 1542 « 33 1490 Lake, three miles south of line, estimated 32 0.00 1541 Ground at northeast corner. 6 36 0.00 1524 t( « 35 0.00 1529 t< « 34 0.00 1498 « 11 34 66.47 1433 Creek. 33 0.00 1314 Ground at northeast corner. 33 8.80 1242 Cottonwood creek. LEVELLiyo OPERATIOXS ELEVATIONS OF NATURAL FEATURES. TWENTY-THIRD BASE LINE WEST OF FOURTH MERIDIAN. an MAP 516 A^/iibk vr iwn.^ouir OB. Distance Rge. Sec. from NE. Corner. Elev. Feature. Chs. Lk- ; *eet. 5 33 20.10 ■46-". Ground. 32 ■ .00 1,50.' i " northeast corner. 32 4 ).()() 1314 " li post. 31 4« ,<.(>) 923 « « 6 36 1.45 840 Clearwater river, at mouth of Cottonwood creek. 36 4.20 851 Ground on island. 36 40.00 844 H post. 36 72.85 839 Clearwater river. 35 8.00 947 Ground. 35 40.00 1 142 Ji post. 34 0.00 1372 " northeast corner. 33 0.00 1329 « « 33 40.00 1428 H post. 32 0.00 1436 " northeast corner. 32 54.00 1402 Creek. 31 0.00 1368 Ground at northeast corner. 31 8.00 1435 « 7 36 0.00 1409 « « 35 0.00 1226 « u 35 46.70 1276 Creek. 34 0.00 1364 Ground at northeast corner. 33 0.00 1342 « it 32 0.00 1304 « « 31 0.00 1216 « i( 31 30.96 902 Rainbow creek. 31 40.00 1091 Ground at }4 post. 8 36 0.00 929 " northea.st corner. 35 0.00 837 « « 34 0.00 831 « >< 61.00 804 Clearwater river. August. 33 80.00 828 Ground at witness mound. 32 62.89 800 Clearwater river. 31 0.00 812 Ground at northeast corn.' r. 31 40.00 814 H post. 9 36 0.00 806 " northeast corner. 36 28.00 798 Clearwater river. 36 60.00 821 Ground. 35 0.00 942 " at northeast corner. 35 40.00 Il8q Impost. 35 77.00 982 Saline creek. 34 40.00 I169 Ground at }4 post. II '■M I 11 203 roi'OfiKM'HiC'.xr. s( kykys brwch i|- JiJiS I MAPS S16, 515 KI.EVATI0V8 OF XATIRAI. FEATURES. TWENTY-THIRD BASE LINE WEST OF FOURTH MERIDIAN. NORTH BOINDAHY OF TOW.NSHIP t« Rue. 10 11 12 13 14 15 16 Distancp Sec. from NE. Comer. Elov. Foaturo. Chs. Lk.s. Foot. 34 80.00 921 Hanging.stonc river. 33 7.00 1041 Ground. 33 40.00 1187 " at I4 po.'it. 32 59.90 "75 f( 795 Athahaiska river at McMurray, 3 mile.s north of line, estimated. 31 0.00 970 Ground at northeast corner. 31 6.34 901 Horse river. 36 0.00 1192 Ground at northeast corner. 35 0.00 1202 U t( 35 68.50 1218 ii 34 2.00 986 Top of tar .sand cut hank on east side. 34 46.10 817 Athabaska river, west side. September. 34 69.00 1067 Ground. 33 0.00 1236 " at northeast corner. 33 65.65 1 135 Creek. 32 0.00 1250 Ground at northeast corner. 31 0.00 1271 t( ti 36 0.00 1298 « « 34 0.00 1382 < « 32 0.00 1827 « M 31 0.00 1776 « « 31 40.00 1715 H post. / 36 0.00 1691 " northeast corner. 36 60.00 1670 Water in pond. 35 0.00 1673 Ground at northca.st corner. 34 0.00 1647 it ti 34 78.37 1618 Steepbank river flowing south. 34 80.00 1622 Ground at witness mound. 32 0.00 1624 " northeast corner. 31 0.00 1622 " 31 40.00 1610 H post. 8 36 0.00 1577 " northeast corner. 35 0.00 1508 '< tt 34 0.00 1472 tt i< 33 0.00 1442 t< « 33 40.00 14115 " H post. 33 • 58.73 1 37 1 Creek flowing north. 32 0.00 1352 Ground at northeast corner. 31 O.GO 1309 << t< 31 25.79 1282 Creek flowing northwest. 31 40.00 1304 Ground at }4 post. 9 36 0.00 1268 " northeast corner. 36 22.00 1243 Creek flowing northwest. 36 40.00 1236 Ground at }4 post. 35 0.00 1218 " northeast corner. 35 40.00 u8o H post. 34 0.00 1 175 " northeast corner. 33 0.00 1161 i< (( 33 62.00 1 129 Creek flowing northwest. 33 69.19 1 127 Crossing of mining claim survey line. 32 0.00 1117 Ground at northeast corner. 32 8.15 nil Creelv flowing northwest. 32 59.10 1092 i< 31 0.00 1076 Ground at northeast corner. 31 9.50 1060 Creek. I.KVKI.I.IM! iH'Kli.\TIO\S 207 MAP SM KI.KVATlo.NS Ol- SATIHAI. KKATI UKS TWENTY- KorUTH HASH LINK WKST OK FOIKTM MKUIDIAN. NtiKTll HOIXDAKY OK TOWNXHIP Vi. DiNlancp Rgi-. Sec. from XE. Corner. EI.v. Cl.s. LkH. Fift . 10 36 ().(K) H>5,S 3G 15,10 WS 36 20.00 i().^« 36 40.00 y62 36 60 00 Si8 36 60.90 «23 35 0.00 «37 35 14.00 779 35 36.72 772 35 63.42 772 34 0.00 778 34 40.00 827 33 0.00 1003 33 40.00 104 1 32 0.00 1036 31 0.00 1029 11 36 0.00 1023 36 36.00 964 36 40.00 984 36 48.65 973 35 0.00 1002 35 40.00 1040 34 0.00 1053 34 31.96 1059 33 0.00 1086 33 40.00 1 102 32 0.00 1116 32 40.00 1 134 32 70.26 1 127 31 0.00 1 130 31 0.14 1 130 31 40.00 1148 31 60.00 1 152 12 36 0.00 1158 36 57.50 1031 35 46.50 1189 3-. 0,00 1204 33 0.00 1244 32 0.00 1300 31 00 1400 13 36 0.00 1448 35 0.00 1492 34 0.00 1507 Kcaturi', (Jround at nortliciist cc icr. Crfck. (irouiid. " at '4 post. ii {'reck. (i round at northeast corner. Athabaska river, east side, west " Ground at northeast corner. ).i post. " northeast corner. H post. " northea.st corner. River flowing north. Ground at J4 post. Creek flowing nortlieast. Ground at northeast corner. M post. " northeast corner, ("reek. Ground at northeast corner. >4 post. " northeast corner. H post. Creek flowing; north. Ground at northeast corner. Creek flowing north. Ground at ,'4 post. " northeast corner. McKay river 126 ft. wide, 6 ft. deep, flowing north. Ground. Ground at northeast corner. « M 208 TOPOGRAPHICAL SVRTETS BRANCB MAP (SaS) ELEVATIONS OF NATURAL FEATURES. TWENTY-FOURTH BA&£ LINE WEST OF FOURTH MERIDIAN. NORTH BOUNDARY OF TOWNSHIP W. Rge. 13 14 15 16 17 ill i iUi f ■ I 18 Sec. 33 32 31 36 35 34 34 33 33 32 31 31 36 35 35 34 33 32 31 36 35 34 33 33 32 31 36 35 34 33 32 31 36 35 34 34 Distance from NE. Comer. Cha. Lks. 0.00 0.00 0.00 0.00 0.00 0.00 42.11 0.00 60.00 0.00 0.00 47.93 0.00 0.00 64.05 40.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 43.70 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 54.45 Feet. 1521 «535 1543 1508 »459 1436 1410 1412 1368 1414 1422 1375 1429 1444 1370 1445 1454 1468 1489 1532 1553 1589 1592 1541 1605 164 1 1649 1651 1656 1664 1672 1681 1692 1710 1698 1682 Featur«». Swamp water at northeast corner. Ground ot northeast corner. Summit. 4< Creek, 3 ft. wide, 2 ft. deep, flowing north to Dover river. Ground at northeast corner. Creek, 10 ft. wide, 5 ft. deep, flowing north to Dover river. Ground at northeast corner. Creek, 10 ft. wide, 4 ft. north to Dover river. deep, flowing Ground at northeast corner. « « Dover river, 70 ft. wide, 5 ft. deep, flowing north. Lowest elevation west of crossing of McKay river. Ground at j^ post. " northeast corner. <« It « tt tt u « u tt (( Dover river, flowing southeast. Ground at northeast corner. I< tt tiiliiin IMi.)f.. I,y I.. (). U. I)c.z..i>, D.L.; Plii.to \>y L. U. i{. Dozois, D.L,: Leveller under a brJKht sun and strong wind. 7307.^-p. 208. m \ mVgUINO OPSKATIOKS 2W EUCVATtONH OF NATU"" FBATfRM TWENTY-FOURTH BASE USE WEhi OF FOURTH MERIDIAN. MAF (MS) •'nns w» iwTiiiBnir wi. Distance = Rge. Sec. from NE. Comer. Elev. Feature. Cha. Lkt. Feet. 18 33 0.00 1690 Ground at northeut corner. 33 33.84 1683 Dunkirk river, flowing north. 32 0.00 »693 Ground at northeast corner. 31 0.00 1691 « II 31 54.30 1683 Dunkirk river, flowing south. 31 79.00 1689 Ground at witness mound. 19 36 6.58 1683 Dunkirk river, flowing southeast. 35 0.00 1704 Ground at northeast corner. 36 15 66 1698 Small lake, east side. 34 25.96 1707 Ground. 33 0.00 1717 " at northeast corner. 32 0.00 1714 i< from NK. Corner. 36 35 35 35 34 73075— 14J C'hs. LIm. 55.40 0.00 0.00 67.20 0.00 50.80 00 21.00 77.20 5.00 60.41 0.00 0.00 0.00 0.00 0.00 0.00 1.50 5.00 0.00 0.00 0.00 58.55 0.00 9.85 0.00 0.00 0.00 40.00 0.00 0.00 27.09 0.00 18.15 0.00 0.00 0.00 30.50 40.00 0.00 1778 1681 1668 1592 I59« 1577 1633 1598 1590 1592 1590 1594 1608 «598 1590 1591 1630 1610 1610 1612 1620 1603 1570 1572 '55.S 1536 1519 1502 i486 1469 1427 1401 1403 1402 1420 1409 1413 1 341 1397 1385 Fraturp. Ground at fourth meridian, 264 ft. wjuth of northfattt corner. Highest point on this line, east of .\tha- baska river. Ground at nortlieant corner. Firelmn river, north branch. Ground at northeast corner. FircbaK river, north branch. (irouncl at north east corner. Lake. Creek. Ground at witness mound. Trout creek, flowing to Firebag river. Ground at north east corner. IJ 1< 44 Ground at witness mound. Lake. Ground at northeast corner. Creek. Ground at northeast corner. Creek. Ground at northeast corner. I4 post. north east corner. it Firebag river. Ground at northeast corner. Creek. Ground at northeast corner. Creek flowing north to Firebag river. Ground at 14 post. " northeast corner. 1% 212 TOPOORAPBWAL SVRVErS BRAHCB F.LEVATION8 OF NATURAL FEATURES. TWENTY-FIHn BASE LINE WEST OF FOURTH MERIDIAN. NORTH BOUNDARY OF TOWNSHIP M. ^m\ MAP SM Distance R«e. Sec. from NE. Comer. Elev. Feature. Chs. Lk8. 5 34 43.30 1357 Creek. 33 0.00 J37I Ground at northeast corner. 33 5.34 1367 Creek. 32 0.00 1341 Water at northeast corner. 32 2.50 1350 Ground at witness mound. 32 22.28 1323 Creek. 32 56.69 1304 « 31 0.00 1303 Ground at northeast corner. 31 19.60 1279 Creek. 6 36 0.00 1264 Ground at northeast corner. 36 76.30 •237 Creek. 35 0.00 1239 Ground at northeast corner. 35 12.21 1235 Creek. 34 0.00 1239 Ground at northeast corner. 34 59.75 1208 Creek flowing north to Firebag river. 33 0.00 1205 Ground at northeast corner. 32 0.00 1214 « t( 31 0.00 1232 « « 7 36 0.00 1254 ii (( 35 0.00 1250 « « 34 0.00 1216 « « 33 0.00 1206 « (1 32 0.00 1134 « « 31 0.00 1097 « If 8 36 0.00 1056 « <4 35 0.00 1027 << l( 35 16.20 lOOI Muskeg river, south branch. 35 72.84 995 Creek. 34 0.00 992 Ground at northeast corner. 33 0.00 977 « « 33 32.87 975 Creek. 33 80.48 972 u 32 0.00 972 Ground at northeast corner. 32 5.00 968 Creek. 31 0.00 961 Ground at northeast corner. 31 51.80 949 Muskeg river, flowing southwest, lowest elevation except Athabaska valley. 9 36 0.00 957 Ground at northeast corner. 35 7.50 955 " witness mound. 35 40.00 1094 " }.i post. 34 0.00 1 106 " northeast corner. 33 0.00 "33 i< « 32 0.00 1096 t< u LEVELLiyO OPERATIONS 213 MAP SM ELEVATIONS OF NATURAL FEATURES. TWENTY-FIFTH BASE LINE WEST OF FOURTH MERIDIAN. NORTH BOUNDARY OF TOWNSHIP 96. Distance Rge. Sec. from NE. Comer. Elev. Feature. Chs. Lk8. Feet. 9 31 0.00 1 127 Ground at northeast corner. 31 40.00 1156 H post. 10 36 0.00 1144 " northeast corner. 35 0.00 1 142 « (i 34 0.00 II 56 « « 34 1 168 " Summit. 33 0.00 1 144 " at northeast corner. 33 65.00 1 142 « 32 0.00 1068 " at northeast corner. 32 40.00 1000 H post. 31 0.00 939 " northeast corner. 31 1.98 938 Creek. 11 36 0.00 947 Ground at northeast corner. 36 40.00 867 H post. 36 65.06 755 Athabaska river, east side. 35 3.45 755 " west side. 35 11.50 768 Ground at witness mound. 35 20.00 834 « 34 0.00 888 " northeast corner. 33 0.00 917 « « 33 7.61 911 Creek. 32 0.00 955 Ground at northeast corner. 32 68.84 957 Creek flowing south to Tar river. 31 0.00 990 Ground at northeast corner. 31 7.21 966 Creek. 12 36 0.00 1028 Ground at northea.5 « M I, if t M^^ ."D/'j: fek^. l>lM.t..l..v I., <>. H. I».i/i.i-. D.l.s. t mkhIIjm N'inili.iii ltMilH:iy l.ii.liii' uM-r N^.rth Sa-k.ii' lnwiin river rii'iir I'url Sa-kiililir«iiii, All»riu. I'liMl.. I).v 1.. <). U. DiMi.ix, U.i., Cantulian N'orlliiTn Railway statii.-, (.., i Sa»katili> an, Allnrta. - i it'' ■ ii! 1 73075-p. -24. v m M !rv MAP IM LETELUm 0PBSATI0N8 ELEVATIONS OF NATURAL FEATURES. NINTH BASE LINE WEST OF FIFTH MERIDIAN. NORTH BOINDARV OF TOWNSHIP 32. (APPROXIMATE ELEVATIONS.) Distance = Rge. Sec. from NE. Comer. Elev. Feature. I Chfl. Liu. J 8 36 0.00 4645 Ground at northeast comer. 36 44.00 4625 9 4394 4354 4369 4539 4649 4834 5244 4924 4819 5039 5039 Feature. Ground at northeast corner. « •< Creek flowing north. Ground at northeast corner. « Creek flowing south to Saskatchewan river. Ground at northeast corner. « << Creek flowing south to Mire creek. Ground at northeast corner. Mire creek. Ground at northeast comer. I( « l< M i< *t Mire creek. Ground at northeast comer. " northeast Ground at northeast corner, comer. Mire creek. Ground at northeast corner. a u M Creek flowing east to Mire creek. Ground at northeast corner. IKVELUXa OPt'RATlOJTS MAP 313 ELEVATIONS OF NATIRAL FEATURES. ELEVENTH BASE LINE WEST OF FIFTH MERIDIAN. NORTH BOINDAHV OF TOWNSHIP 40. Dktanre Rfe. Sec. from N.E. Comer. Elev. Feature. Chs. Llai. Feet. 17 36 0.00 5079 Ground at northeast corner. 36 37 70 5349 Creek flowing north to Brazesu river. 34 0.00 5744 Ground at northeast corner. 33 54.50 5934 n 31 35.45 7034 u 18 34 63 00 5879 l< 33 00 5819 " at northeast corner. 32 0.00 5864 < « 35 40.00 6379 ^post. w MAP 414 TOPOORAPBlCAl SVRTBTB BBAKCB ELEVATIONS OF NATURAL FEATURES. EIGHTEENTH BASE LINE WEST OF FIFTH MERIDIAN. NORTH BOUNDARY OF TOWNSHIP M. Distance Rge. See. from NE. Etev. Feature. Comer. Chs. Lkit. Feet. 1 36 0.00 2130 Ground at fifth meridian. 35 40.00 2230 H post. 33 0.00 3200 " northeast corner. 2 36 0.00 1980 o Top of hill. 32 0.00 3*60 Ground at northeast comer. 32 40.00 3440 H post. 31 18.00 3640 « 11 36 0.00 3370 " at northeast comer. 36 27.00 3270 Murray river. 36 40.40 3270 Sutherland river. 36 50.00 3380 Ground. 35 40.00 3710 Ground at ^ post. 34 40.00 4010 3800 House mountain 9 miles north of line. 33 40.00 3590 Ground at ^ post. 32 52.00 33.?o II 31 33.00 32:«v> Inverness river. 12 36 0.00 3340 Ground at northeast comer. 35 0.00 3670 II II 35 40.00 3830 H post. 35 63.00 3890 " Summit. 34 0.00 3700 " at northeast corner. 34 40.00 3430 li post. 34 56.15 3330 Goldsmith river. 33 0.00 3460 Ground at northeast comer. 33 40.00 3230 " 14 post. 33 49.90 3210 Driftpile river. 32 0.00 3410 Ground at northeast corner. 31 0.00 3650 II II 31 40.00 3930 " M post. 31 54.00 4130 Summit of mountain. 13 36 0.00 3030 Ground at noilheast comer. 35 0.00 5570 II II 34 0.00 3380 II u 33 0.00 3170 II M 32 0.00 3"o II II 32 40.00 3030 " H post. 32 60.00 3070 11 LEVELUHQ OPKKATtOVB ELEVATIONS OF NATURAL FEATl'RES. EIGHTEENTH BASE LINE WEST OF FIFTH MERIDIAN. NORTH BOUNDARY OV TOWNSHIP «. MAP 413 Diatance Rge. See. fromNE. Comer. Elev. Feature. Cha. Uu. 14 36 0.00 2780 Ground at northeast corner. 36 15.00 2810 « 36 65.04 2660 Stebbing creek. 35 3.00 2640 Sidney river. ; 35 40.00 2760 Ground at J^ post. 35 71.90 2630 East Prairie river. 34 40.00 2880 Ground at % post. 34 69.90 2760 Allan lake, east side. 33 70.00 2750 Ground. 32 0.00 2660 Ciround at northeast corner. 1 32 64.50 2710 « ■ 32 74.10 2540 Wallace river. 15 36 0.00 2770 Ground at northeast corner. 35 0.00 2860 « « 34 0.00 2930 « « 33 40.00 2980 % post. 1 32 0.00 3050 " northeast corner. i 31 0.00 3160 t< •< 16 36 0.00 3>30 « « 36 59.00 3080 " cast edge of valley. 36 74.75 2870 Creek. 35 26.00 3060 Ground, west edge of valley. 34 28.00 2930 u 33 29.00 2880 « 33 41.00 2700 West Prairie river. 32 0.00 2870 Ground at northeast corner. 32 16.00 2920 « 31 0.00 2830 " at northeast corner. 17 36 0.00 2850 « i< 3.'i 0.00 2840 « « 35 55.00 3060 u 34 0.00 2980 " at northeast corner. 34 40.00 2920 li poet. 33 40.00 3080 « « 33 59.60 3020 Creek. 33 70.00 3090 Ground. 31 0.00 3180 " at northeast corner. 31 63.30 3300 " Summit of hill. 18 36 0.00 3:80 Ground at northeast corner. 1 36 40.00 3160 ^ post. I 35 0.00 3130 " northeast corner. 1 34 0.00 3090 « « I 34 49.67 3010 Creek. iil i I 9M MAP 4IS TOnOKAPBIOAL KVRVBTS BKAKCB ELEVATIONS OF NATURAL rSATCRES. EIGHTEENTH BASE LINE WEST OF HFTH MERIDIAN. NORTH BOUNDARY OT T0WN8HIP «. R|e. S«e. Dutance irooi NE. Corner. Efev. Feature. 18 33 32 31 CIm. Lki. 0.00 40 00 0.00 3090 2980 3020 Ground at northeait (loraer. H post. " northeaat corner. 19 36 36 35 34 33 32 31 0.00 40.00 0.00 0.00 0.00 0.00 0.00 2950 2990 3910 2850 2740 2650 2600 Jipost. " northeast comer. « « « M « W « M 20 36 0.00 2500 No further elevations recorded but coun- try falls steadily to the west. LEVELLINO OPBRATIOyS 236 MAP 4M ELEVATION'S OF NATURAL FKATURES. TWENTY-FIR8T BASE LINE WEST OF FIFTH MERIDIAN. NORTH BOUNDARY OF TOWNMHIP M. Diftutce R|* 8m. fromNE. Coner. Elev Featui*. Ch*. Liu. Feet. 1 36 000 1874 Ground at northeast corner. 36 72.50 •873 Island lake. 34 0.00 1875 Qrouml at northiast corner. 34 26.80 1874 Burns creek. 34 78.00 1879 Ground at witness mound. 34 78.50 1875 Long lake, east side. 32 28.85 1875 west " 31 0.00 1905 Ground at northeast corner. 2 36 00 1918 « « 35 0,00 1973 i< « 34 0.00 1991 i< « 33 0.00 1992 1950 « « Mistehae lake, four miles south of line, estimated. 32 0.00 1999 Ground at northeast corner. 31 0.00 2006 « « 3 36 0.00 3039 i< « 35 0.00. 1966 « « 35 64.70 1913 Creek, flowing north to Pastecho river. 34 2.30 191a Ground at witness mound. 33 0.00 1901 " northeast comer. 33 39.60 1890 Pastecho river. 32 0.00 1895 Ground at northeast corner. 32 56.60 1897 Creek, flows northwest to Pastecho river. 31 0.00 1901 Ground at northeast corner. 31 44 60 1898 Creek. 4 36 0.00 I910 Ground at northeast corner. 35 0.00 1943 « « 35 23.80 1935 Creek flowing to Muskwa river. 34 4.00 1948 Ground at witness mound. 33 0.00 1975 " northeast corner. 32 0.00 1978 « « 31 0.00 2006 55 to Nipisi river, estimated. 33 0.00 2106 Ground at northeast corner. 33 40.00 2126 l^ post. " witneNH mound. 33 57.00 2093 33 58.80 2090 Lake, east side. 32 44.40 2098 Ground on point of land. 31 44.50 2090 Lake, west side 7 36 15.80 2116 Ground. 36 0.00 2131 " at northeast corner. 34 0.00 2150 « i< 33 0.00 2133 « M 33 14.00 2126 Lake. 32 13.00 2127 Ground at witneHs mound. 32 60.10 ai33 Uke. 8 36 10.30 2178 Ground. 35 0.00 2171 " at northeast comer. 34 0.00 2153 « « 33 0.00 2168 « M 33 73.00 ai57 " witness mound. 32 21.70 2155 Lake. 31 0.00 2156 Ground at northeast corner. 9 36 0.00 2142 « « 35 0.00 2126 « M 34 0.00 2131 « M 33 0.00 2097 « u 33 2094 2105 Atikamik river, flowing northeast. Atikamik lake, south of line, estimated. 32 0.00 2100 Ground at northeast comer. 31 0.00 2112 « i< 10 36 0.00 2124 « M 35 0.00 2>53 « M 34 0.00 2162 « M 33 0.00 2169 « M 32 0.00 2173 <( « 32 2155 Small lake. 31 0.00 2164 Ground at northeast corner. 31 51.00 2206 i( 31 80.00 2152 " witness mound. uivKhiAm onitATioyit nr MAP* **4. 4M CLEVATIONB Of NATfRAt rEATi HTS. TWENTY-FIRKT BAHE LINK WKiVT OF FIFTH MERIDIAN. NUHTH BOl'NDAKV OK TOWNHUIP M R«e. 11 12 13 14 15 H«o. m 35 34 33 32 31 36 35 34 33 33 32 31 36 35 35 34 33 32 31 36 36 35 35 35 34 34 33 32 31 36 35 34 34 33 32 32 31 31 ^1 t- Dutnnrc rnHD NK. Corner. Chi I.k« (M) 00 (H.OO 00 00 00 (X) 0.00 0.00 0.00 00 14.00 0.00 0.00 0.00 0.00 33.65 0.00 00 0.00 00 0.00 67.10 0.00 15.40 49.20 0.00 58.00 0.00 0.00 0.00 0.00 0.00 0.00 68.50 0.00 0.00 40 00 0.00 31.10 h>v K#«rt. 3I5« 3l6l 3151 2lH2 3388 3115 3.)33 234^' 3371) 3361 33(>2 2319 2313 2373 3339 3319 3366 33IO 23«9 2332 3350 3341 319I 3316 3333 3141 2308 3166 3196 3356 3387 2295 2313 2309 2336 2345 2383 3390 3293 33IO Kmturp. Hmall bik«' ut northeaHt corner, (irouiui at northeattt corner. Mink river, flowing to AtikatniaiH lake. Ground at northeaHt corner. AtikamiMlH lak**. cMtimated. 4 miles Mouth of line, (iround at northeant comer. .snmU lake at north<:ist comer, (ffijund lit witii.'vs mound. " northeast comer. it < « Creek flowing north. Ground at northeast comer. Lake, 3 miles north of line, estimated. Ground at northeast corner. « « « M Creek, flows north to South Hear!, li Ground at northeant corner. Ground. South Heart river, flowing south. Ground at northeast comer. Creek flowing south. Ground at northeast corner. « « « M " M Creek. Ground at northeast comer. Creek. 14 post, northeast corner. 238 TOPOGRAPHICAL SCRTETS BRASCB ELEVATIONS OF NATURAL FEATURBS. TWENTY-FIRST BASE LINE WEST OF FIFTH MERIDIAN. NORTH BOUNDARY OF TOWNSHIP W. MAP 463 Distance Rge. Sec. from NE. Comer. Elev. Feature. Clw. Lks. Feot. 16 36 0.00 2270 Ground at northeast corner. 35 0.00 23<>7 li 11 34 0.00 2430 t( u 33 0.00 2426 « « 32 0.00 2397 it ti 31 38.75 2370 Lake, west side. 17 36 0.00 2378 Ground at northeast corner. 35 0.00 2424 t< >< 34 0.00 2443 « u 33 0.00 2485 H M 32 0.00 2498 " " Highest point on this line. 31 0.00 2433 Creek. 18 36 0.00 2412 Ground at northeast corner. 35 0.00 2367 tt u 34 7.00 2367 " witness mound. 34 23.60 2375 Ground . 33 0.00 2329 " at northeast corner. 33 78.10 2220 Creek flows south to North Heart river. 32 0.00 2234 Ground at northeast corner. 31 0.00 2192 <4 « 31 21.00 2153 Creek. 19 36 0.00 2204 Ground at northeast corner. •It'll -'ti LEVELLlTiO OPBRATtOVB m MAP iiU) ELEVATIONS OF NATURAL FEATURES. TWENTY-SECOND BASE LINE WEST OF FIFTH MERIDIAN. NORTH BOUNDARY OF TOWNSHIP M. Diatanro Rgc. Sec. from NK. Comer. Elev. Feature. Ch». LkH. Feet. 1 36 U.OO 1982 Ground at northeast corner. 35 0.00 2019 « « 34 0.00 2041 « X 33 2067 Creek flowing to Trout river. 32 0.00 2065 (■round at northeast corner. 31 2060 Creek flowing south. 2 36 0.00 2069 Ground at northeast corner. 35 40.00 2145 M ,X)St. 34 0.00 2213 " northeast corner. 33 0.00 2273 « i< 32 0.00 2278 « « 31 40.00 2189 % post. 31 75.60 2135 Hospital creek. 3 36 0.00 2169 Ground at northeast corner. 35 0.00 2201 >< i< 34 40.00 2233 ]i post. 33 0.00 2236 " northeast comer. 32 30.00 2203 Lake. 31 0.00 2210 Ground at northeast corner. 4 36 0.00 2211 « i< 35 0.00 2215 t( « 35 14.13 2190 Creek flowing to Trout river. 34 0.00 2258 Ground at northeast corner. 34 54.00 2160 a 33 2049 Trout river. 33 40.00 2I2I Ground at \i post. 32 0.00 2198 " northeast corner. 31 0.00 2272 « M 5 36 3.00 2295 " witness mound. 36 34.65 2286 Lake. 35 11.25 23.^8 Highest elevation on this line. 34 0.00 2304 Ground at northeast corner. 33 40.00 2258 M post. 32 0.00 22U2 " northeast corner. 32 72.00 2159 " witness mound 6 36 0.00 2183 " northeast corner. 36 40.00 2164 Lake, iiorth of line. 35 0.00 2151 Ground at northeast corner. 34 40.00 2107 yi post. 33 0.00 2055 " northeast corner. 33 40.00 1987 " . ^iPost. 32 1977 Shoal river. 31 0.00 1995 Ground at northeast corner. 240 MAP (514) TOPOORAPBICAL SVRVErS BRAyCH ELEVATIONS OF NATURAL FEATURES. TWENTY-SECOND BASE LINE WEST OF FIFTH MERIIMAN. NORTH BOUNDARY OF TOWNSHIP M Rgc. 10 11 12 Sec. 36 36 35 34 33 32 31 36 35 34 33 32 31 36 35 34 33 32 31 36 35 34 34 33 32 32 36 35 34 33 32 31 Ch». I.ks. 0.00 40.00 40.00 0.00 40.00 0.00 0.00 13.00 0.00 56.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 11.00 0.00 0.00 0.00 0.00 0.00 77.00 0.00 0.00 0.00 11.40 0.00 0.00 36 0.00 35 0.00 34 0.00 33 0.00 32 27.47 2030 I96I 1978 2008 2043 2076 .W36 1953 1939 1943 1958 1963 I98I 2002 1973 1952 1906 1 891 1827 1670 1796 1787 1748 1729 1736 1729 1750 1787 1769 1765 1764 1785 1798 1822 1850 IH5.5 1862 1856 Ground at northeast corner. Creek. Ground at 14 post. i< " Ground at northeast corner. " H post. Summit. " northeast corner. " witness mound. " northeast corner. Ground at northeast corner. Summit. (I II M 11 witness mound. Loon lake. 10 miles north of line, estimated Ground at northeast corner. i< " i< " Creek, headwaters of Loon river. Loon river valley is lowest elevation between Athabaska and Peace rivers for many miles. It has almost the same eleva- tion as Wabiskaw valley. Ground at northeast corner. « »« " witness mound. " northeast corner. « « i< « at northeast corner. II 11 Lake, east side (July). >tf1 \l!t3a.a:-ka li\ ••!■. I'IimM, 1.> I , \ , -HiiMl., 1) l,>. lb- it 1 si l>ll..t.. I..\ .1. A. I'lUli IIKH. I). I. Mnuiitl ;ti \I-!. I Mini ( of -f.ti.iii [J. t.tHii^liip H'j. laiinf N. «<'*i <»( Iil'ili riH'iiiliitn. r::o7."> 11. L'lii. 1 i it! LBVgLLINO OPBRATrONS Ml MATtSt* ELEVATIONS OF NATURAL FEATtRES. TWENTY-SECOND BASE UNE WEST OF FIFTH MERIDIAN. NORTH BOUNDARY OF TOWNSHIP M. DwUutee Rg^ 8m. from N£. Coraer. EleT. Feature. Chs. Lka. Feet. 12 31 0.00 1855 Ground at northeast comer. 13 36 0.00 1829 I< M 35 0.00 1859 « M 34 0.00 1868 i< M 33 0.00 1893 1817 « M Lubicon lake, one mile north of line. 32 0.00 1898 Ground at northeast corner. 31 0.00 1898 <. TWENTY-THIRD BASE LINE WEST OF FIFTH MERIDIAN. XOHTH BOUNDARY or TOWNSHIP 8S. MAP 1514) Distance R«e. Ser. from NE. Corner. Elev. Feature. Ch». I,k«. Feet. 1 36 00 2312 Ground at northeai^t corner. 36 63.00 2534 u 35 0.00 2508 " northeast corner. 35 61.00 2536 t< 34 00 2489 " at northeast corner. 34 24.00 2419 Lake, east side, April. 33 0,00 2435 Ground at northeast corner. 32 0.00 2484 « ti 31 0.00 2595 « « 2 36 0.00 2536 « i< 35 0.00 2615 « (i 35 52.00 2679 Highest point on this line. 34 0.00 2618 Ground at northeast corner. 33 0.00 2581 « 3 (1 (( 35 0.00 1743 1670 Loon lake, 10 miles south of lino, estimated LEXKLUSi] OPERATIONS 24« MAM ISU . 511 KI.EVATIONH OF NATIRAI. rEATrREH. TWKNTY-THIKD BA8E LINE WEST OF FIFTH MERIDIAN. NORTH BUl'NDARY OF TOWNSHIP H. DiKtUDI'C — R(tf. H«T. from XK. Comer. Eliv. Feature. C'Ju.. I-kH. Feet. 10 34 00 1787 Oround nt northeast torner. 33 0.00 1851 X « 32 00 1851 «« ti 32 42 50 1845 HivtT, flowing Houth to Luon lake. 31 00 1883 (iround nt northeast corner. 11 36 0.00 1917 <4 il 3r, (H) >959 <( M 34 0.00 2010 « •< 33 0.00 2070 < uuth. 31 74 75 3l»2 Luke. 16 36 (K) 2185 Ground ;it northea corner. 36 48.00 2239 I.45f< Little Cadotte river. 35 O.OU I40.S Ground at northeast corner. 35 16.00 1462 << 35 40.00 1376 " at \i post. 34 40.52 1246 Little Cadotte river. LKVKLUSa OnnATIOKB MAP IM ELEVATIONM Or NATI'IUL rCATl'REfl. TWENTY-THIRD BA8E LINE WEST OF FIFTH MERIDIAN. NORTH BOl'NDARY OK TOWNttHIP ••. ■~~~ DiltMirp Rie. See. fmm NE. Comer. Elev. Feature. Clw. Lk«. Feet. 20 34 1314 Cadotte river, confluence with Little Cadotte river, 1,100 ft. south of line. 34 77.20 1414 Ground. 33 17.20 1191 t< • 32 2.40 1656 it 21 36 0.00 1233 " at northeast corner 980 Peace river, confluence with ( river, 3 miles north of line. iulott« 987 Whitcmud river, entrance to Peace river, 3 miles south of line, estimated 35 4.00 1009 Ground at witness mound. 35 40.00 1338 H post. 35 60.00 1471 i< 34 00 1553 " northeast corner. 34 40.00 1670 % post. 33 0.00 1681 " northeast corner. 32 0.00 1683 « « 31 0.00 1688 « « 22 36 0.00 1738 « a 36 69.30 1869 « 35 0.00 1830 " northeast comer. 35 40.00 1834 " \i post. 34 0.00 1789 " northeast comer. 34 60.00 1973 « 33 0.00 1953 " northeast comer. 32 0.00 1805 « ii 31 0.00 1814 « M 23 36 0.00 1925 LEVELUXa OPERATIONS ELEVATIONS OF NATURAL FEATURES. TWENTV-SIXTH BASE LINE WEST OF FIFTH MERIDIAN. NORTH BOUNDARY OF TOWNSHIP 100. 261 II Distance Rge. Sec. from N.E. Elev. Feature. Corner. Chs. Lks. Feet. 18 36 0.00 »2-^5 Ground at northeast corner. 36 48.10 I314 " Summit. 35 0.00 1209 " at northeast corner. 35 14.00 "79 Creek flowing northwest to Peace river. 35 40.00 1223 Ground at ]4 post. 35 60.00 1292 « 34 0.00 1263 " at northeast corner. 33 00 1246 « « 33 58.31 1006 Creek in local valley. 32 1.80 1233 Ground. 32 21.80 1239 Top of east side of valley of river. 32 44.25 984 Wolverine river. 32 1235 Top of west side of valley of river. 31 14.21 "95 Ground. 31 71.25 967 Creek in local valley. 19 36 20.00 1246 Ground. 35 0.00 1269 " at northeast corner. 34 0.00 "59 « i< 33 0.00 1048 « « 32 0.00 944 « « 31 0.00 963 « « 20 36 0.00 920 (( ound on west bank ;|:.j of river. *:• 31 40.00 912 . Ground at J^ post. ji 19 36 0.00 1031 " northeast corner. | 35 0.00 1118 1 34 0.00 1 128 " " i ' 33 40.00 1 162 Water in swamp at H post. ; (i i 32 0.00 "59 Ground at northeast corner. i :| 20 36 0.00 1 165 1 1 35 0.00 II71 34 0.00 II60 33 0.00 II 61 Ground at northeast corner. g| 32 0.00 1 138 32 48.50 1121 Boyer river, south branch. if 21 36 0.00 1 139 Ground at northeast corner. 'M 35 o.oe "43 " " WR 34 00 1 146 " " m 33 0.00 1 150 (( u -M 32 0.00 "57 " " : U'. 31 0.00 1 168 « " ' : |,'f;' 22 36 0.00 1 169 i 1 35 0.00 "85 1 M^ 34 0.00 1 196 j » (( m 254 TOnoORAPBWAL ftrRTEYfi BRASCH MAPS 6M, M3 ELEVATIONS OP NATURAL FEATURES. TWENTY-EIGHTH BASE LINE WEST OF FIFTH MERIDIAN. NORTH BOUNDARY OF TOWNSHIP 108. Distance Rge. See. from N.E. Corner. Elev. Feature. Cha. Liu. Feet. 1 36 835 Ground on fifth meridian, 330 ft. south, of northeast corner. 35 0.00 »M Ground at northeast corner. 34 0.00 844 « «< 33 0.00 836 " « 32 0.00 839 « « 32 40.00 851 H post. 31 0.00 844 " northeast corner. 31 62.00 836 « 2 36 29.09 853 « 35 14.00 832 Small lake. 35 62.00 846 Ground. 35 59.00 832 Small lake. 34 0.00 833 Ground at northeast corner. 33 0.00 852 « « 32 0.00 838 « u 31 0.00 855 « « 3 36 0.00 840 « l< 35 40.00 844 " Jipost. 35 835 Fox lake. 33 0.00 839 Ground at northeast comer. 32 0.00 844 « << 31 40.00 858 H post. 4 36 0.00 855 " northeast comer. 35 0.00 848 « « 34 4.00 879 " Summit. 33 0.00 860 " northeast comer. 33 78.00 795 " witness mound. 18 36 0.00 102 1 Ground at northeast corner. 35 0.00 1026 « « 34 0.00 1035 « « 33 0.00 1035 « « 33 79.00 1021 Boyer river, north branch. 32 40.00 1044 Ground at i4 post. 31 40.00 1049 « « 19 36 0.00 1054 " northeast corner. LETBlllXO OPERATlOlfff 266 MAP CM ELEVATIONS OF NATURAL FEAi d, TWENTY-NINTH BASE UNE WEST OF FIFTH MERIDIAN. NORTH BOUNDARY OV TOIVNaBIP 111. Diitance Rl«. Sec. from N.E. Corner. Elev. Feature. Chi. Liu. Feet. 1 36 0.00 815 Ground at fifth meridian. 36 40.00 8l3 Small lake. 35 0.00 856 Ground at northeast comer. 35 22.00 863 34 0.00 858 " at northeast comer. 33 0.00 883 « M 32 0.00 909 « i« 31 0.00 938 « M 2 36 0.00 960 « M n wm TOPOORAPaWAL BVHVKYH BKASCB MAP S43 ELEVATIONS OF NATURit. rBATUMES. EAST OUTLINE OF RANGE 18, W&rr OF FIITH MERIDIAN. TOWNSHIPS N TO Iff.. i.i Distance Tp. 8m. fromSE. Corner. Elev. Feature. Cha. I.k». Foet. 88 36 80.00 3164 Ground at northeast corner. 89 1 80.00 3168 «4 M 12 80.00 3146 a N 13 80.00 3137 « M 24 39.10 3III Surface water. 24 80.00 3II4 Ground at northeast corner. 25 80.00 3079 « u 36 11.15 3047 Creek. 36 80.00 3056 Ground at northeast comer. 90 1 80.00 3081 « M 12 52.77 3071 Creek.. 12 80.00 3I03 Ground at northeast corner. 13 80.00 30»8 « « 24 29.33 3045 Little Cadotte river. 24 80.00 3085 Orouftd at northeast comer. 25 80.00 2104 « « 36 43.90 3o8s J^ckpine river, flowing to Litile Cadotte river. 36 80.00 3096 Ground at northeast comer. 91 1 0.00 3099 " southeast comer. 1 80.00 3I3I " northeast corner. 13 40.00 3089 H post. 24 80.00 3136 " northeast corner. 25 80.00 3335 t< M 36 80.00 2257 « M 92 1 80.00 3373 « M 12 60.00 3309 Highest elevation on this line. 13 80.00 2233 Ground at northeast comer. 24 80.00 2225 « « 25 2188 Creek flowing west to Peace river. 25 80.00 2204 Ground at northeast comer. 36 80.00 231 1 « (( 93 1 44.36 2232 : :^i Photo !)>• L. O. R. DozoiH, D.L.S. Canivlinn N'nrtliprn Railway britigc over North Saskatchewan river near Battlefuril, Sai-katchowan. 7307.5-p. 256. yw^ I i !!■ \ ! - ■ .! i \ ■ 1 i if \, J 1 ^ /./. I /,/././ \ »; ni'f:K i Tin \ h UAM tU, (•13) Ki.KV,.TU>\!» •>► WTt iiAi. n:vn Hl> EAST Ol'TLINK OF HAM IK IH, WKXT nV KUTII MKKIDIAX. T«)W.\H||||>H m Tu Im T|. 94 95 90 97 98 99 S.V. i:i 24 2.1 au 1 1 12 12 i:{ 25 25 30 I 12 13 25 30 1 12 13 24 30 1 12 24 25 30 30 30 30 1 1 12 12 13 13 24 30 30 73075— DintiiiM-c friMii rruii(li i»f Wolvi-riiic river, (iron ml lit northi'UHt rorner " HouthcnMt coriuT. " nurtht>uHt ctirnrr. South branrli of WolvrriiM' riv«T. (irourul at iiorthraMt coriMT. South brunch of Wolvfrini" river. (iroundut nortiu>»Mt corner. (4 U 1 4 |MiHt. northeast ctirner. (■round at northeast corn«T ("reeit flowiuK southwest, (iround at nortlieast come 'm " witness tm und. " nortiieus-' corner. South branch of Wolverine river, (iround. *' at witness mound. South branch of Wolverine river. (iround at southeast corner. " northeast corner. " northeast corner. South branch of Wolverine river, (irounil. " at northe *t corner. (( Wolverine river. 17 2n TOl'UdP \PttlV\L filltVKYS BRAyCB ELKVATIONS OK NATl'RAL FEATURES. EAST OUTLINE OF RANGE 18, WEST OF FIFTH AfERIDIAN. TOWNSHIPS 89 TO 108. MAP e«3 Distnpcp Tp. bee. from SE. Corner. Elev. Feature. Ch8. Lkg. Feet. 100 1 32.30 1339 Ground. 12 80.00 1327 " at northeast corner. 13 40.00 1335 14 post. 24 16.95 1093 River flowing west to Peace river. 24 42.98 1325 Ground . 25 8.95 1 147 Creek. 25 80.00 1320 Ground at northeast corner. 36 80.00 1245 « « 101 1 80.00 1300 « M 12 80.00 T287 t< « 24 60.00 1297 t( 25 3.00 1 165 " at witness mound. 25 13.90 1 156 Creek flowing to Peace river. 25 40.00 1255 CJround at }4 post. 36 80.00 1319 " northea.st corner. 102 12 80.00 1345 i< < « 36 80.00 1 123 « « 105 1 15.00 1 103 Ground. 1 24.04 867 Pence river, water, south side. 1 80.00 886 (iround at northeast corner, on an island 12 15.70 867 Peace river, water, north side. 12 40.00 961 Ground at H post. 12 60.30 1069 (( 12 80.00 1 102 " at northeast corner. 13 80.00 1141 t( « 24 80.00 1137 a << 25 80.00 1 147 « Cn ek. 12 80.00 I5f>9 Ground at northeast come ■. 13 56.50 1407 Creek in local valle . 13 >>0.C0 1550 Ground at n theast corner. 24 80.00 1498 it « 25 38.04 1230 Creek in wide valley. 25 80.00 1429 Ground at northeast corner. 36 51.36 1464 Creek. 36 80.00 1533 Ground at northeast corner. 91 1 0.00 1555 " southeast " 12 40.00 1552 " \i post. 13 40.00 15.^8 H *< 24 3.19 1212 Creek in local valley. 24 80.00 1548 Gro nd at northeast corn< r. 25 80 00 1548 31 fO.K) 1545 92 1 40.00 1540 14 post. 2 4.00 ' 34 Creek 13 40.00 1537 Ground at }4 post. 24 80.00 1544 " northeast corner. 25 80.00 1545 At ii 36 80.00 1540 41 •• Ii LEVELWSa OPEHATIOya 261 MAPS SU, S6.1 KLEVATIOXS OF XATIRAI. KEATIRES. SIXTH MERIDIAN. Distancp Tp. Sec. from S.K. Comor. EI.v. Feature. Chs. I.ks. Ffct. 84 36 80.00 2477 riruuiul at northca.xt corner. 85 1 80.00 2304 11 « 12 80.00 2628 « i< 13 69.37 272ft U tl 24 54.30 2ft8.^ ("reek. 24 80.00 2^139 Clround at northeast corner. 2o 80.00 2520 U t( 36 80.00 2742 Highest elevutiou on tlii.s line. 86 1 9.00 2730 Ground. 1 80.00 2450 Ground at nortlieast corner. 12 80.00 2287 11 it 13 65.87 2,^12 i( 24 80.00 2237 " at northeast corner. 2o 80.00 2 1 99 u n 87 1 1 1 . 69 2132 ("reek. 1 69.85 2127 Whiteniud river. ()ctol)er. 12 80.00 2210 Ground at northeast corner. . 13 80.00 2223 U it 24 80.00 2264 H (( 25 80.00 2286 t( (( 36 80.00 2304 t< 41 88 1 80.00 2373 u a 12 80.00 2423 n a 13 27.79 2412 ("reek flowing to Wiiitenuid river. 13 80.00 2485 (iround at northeast corner. 24 24.00 2512 Creek flowing to Whiteinud river. 24 40.00 25(^7, Ground at }i post. 24 80.00 2703 " northeast corner. Summit. 25 20.00 2ft05 Ground. 25 27.65 2544 Creek, head waters of Battle river. 25 80.00 2414 Ground at northeast corner. 36 80.00 234f> (< If 89 1 80.00 2301 « « 12 80.00 2260 Groun( u « Nose creek. Top of cutbank. Ground at J^i post. « « northeast corner. « « « « << « « it « a li post. Creek. Wapiti river. Ground . Top of river bank . Ground at northeast corner. " 14 post. Grand Trunk Pacific survey stake B2476 (abandoned location). Ground at northeast corner. Creek flowing southeast to Wapiti river. Ground at J^ post. 264 litmuKM'Hnwh SI HVKYS BKAXVU MAP 411 ELEVATIONS OF NATURAL FEATl'RES. EIGHTEKNTH BASE LINE WEST OF SIXTH MERIDIAN. NORTH BOUNDARY OF TOWN8HIP «8. DiHtani-r Hit.- Sw. from NE. Cornor. Elev. rci>ture. ChM. LkH. IVpt. 12 33 49.00 2486 Creek. 32 0.00 2520 (Jround at northeast comer. 31 0.00 2549 •< « 13 36 0.00 2588 « M 36 40.00 261 1 H po> t. 36 62.90 2603 Creek, flowing northeast. 35 0.00 2639 Ground at northeast corner. 34 0.00 2693 « « 34 30.00 2775 « 34 40.00 2838 " at }i post. 33 0.00 2895 " northeast corner. 32 0.00 2922 (i « 31 0.00 2948 « « 31 40.00 3042 " li post Summit. 31 70.00 2963 « 14 36 0.00 2907 " at northeast corner. 36 10.00 2891 Creek flowing north to Redwillow creek. 36 40.00 2925 (iround at ^ post. 36 60.15 2979 Ground. mil 1 I.KVKU.ISil OI'KRA nOSS 265 MAPS 511. Sll KI.EVATION8 OF NATIRAI, KEATfREH. TWEXTY-SF.COND HAHE LINE WE.^«. ii m^nnt vir xirn.-^ttnir m. Diatanoe Rf. Sec. from NE. Corner. Elev. Feature. Cha. I.kn. Feet. 19 36 48.00 2252 Ground. 35 23.00 2409 u 34 60.00 2666 Summit. 33 53.07 2365 Creek. 33 76.90 2407 Ground. 32 10.20 2289 Charlie lake, east side. This lake drains southeasterly to North Pine river. 20 36 43.00 2502 Ground. 35 9.00 2655 ii 34 15.00 2709 (( 34 49.00 2700 Creek. 33 8.00 2825 Ground. 33 31.80 2864 " Summit. 32 0.00 2668 " at northeast corner. 31 0.00 2460 U i< 31 10.75 2304 Creek flowing to Peace river. 21 36 0.00 2554 Ground at northeast corner. 36 54.00 2764 " Summit. 35 40.00 2367 " at H post. 34 0.00 2561 " at northeast corner. 34 40.00 2248 " at Ji post. 33 24.04 1640 Creek, in ravine, flowing south to Peace river. 33 70.00 2188 Ground. 32 0.00 2284 " at northeast comer. 32 31.50 2566 « 31 0.00 2259 " at northeast corner. 31 21.07 2090 Bean creek, flowing southeast. 22 36 0.00 25II Ground at northeast corner. 35 0.00 2799 " Summit. 35 38.35 2367 Creek. 34 2.00 2253 Ground at witness mound. 33 0.00 2130 " northeast corner. 33 68.45 1850 Cache creek, east branch. 31 16.00 2128 Ground. 31 50.42 2005 Creek. 23 36 9.48 1880 Cache creek, west branch. 35 8.00 2147 Ground. 34 40.00 2168 yi post. 32 5.00 2182 « "^ 32 65.50 2181 u ' 31 40.00 1690 Halfway river in valley 450 ft. deep. MAP SI I I.K\ei.UXU OPEHATIOSH KLKVATIONH OV NATL'IUI. KKATIRKS. iWKNTY-SKCOXD BASE LINK WEST OF SIXTH MERIDIAN. NOKTH BOINDARY OF TOWN8HIP M. DiMtunrp llge. Sec. from NE. Corner. Elev. FfWtiire. Clw. I,kfl. Kt'cf. 24 36 6.50 2147 Ground. 33 0.00 3198 " at northeast corner. 34 0.00 2191 « >< 33 9.00 2196 22 5.00 2203 31 40.00 2262 }i post. 25 30 0.00 2334 " northeast corner. 35 0.00 2405 « M 34 0.00 2439 <( M 33 0.00 2402 >< « 32 0.00 2500 " " Summit. 32 38.84 2455 Creek. 31 0.00 2473 Ground at northeast corner. 31 63.68 2429 Creek. 26 36 0.00 2439 Ground at northeast corner. 36 48.75 2435 Creek flowing north to Halfway river 9t» TOPOtlKAI'HIVAL HLKVKY8 BKASCB KLEVATIONH OF NATVRAI. KKATUKKM. EA8T OUTLINE OF RANGE 13, WEST OK SIXTH MERIDIAN. TDWNBHtra N To M *» MAP sia ■ Diatance Tp. See. from SE, CorntT. EIpv. Feature. Clw. Lk». K«ft. 83 1 U.UU 3035 (jround at iM>utht>aMt rorner. 1 26.70 1888 " in ravine. 12 20. (K* 2077 t* 13 6.' 3llb •< 24 212$ (*r«>ek, flowing east. 25 18.00 2156 Ciruund. 30 0.00 2180 a 84 1 20.00 2233 «< 12 24.00 2335 ti 13 15.40 2354 Creek flowing caMt. 24 8.00 2392 (iround. 25 7.00 2417 'i 25 62.00 2417 Lake. 36 17.00 2421 (•round. 36 80.00 3426 " at northou!)t corner. 85 1 26.00 2425 Creek flowing east. 12 10.00 2428 Uround. 12 80.00 2436 " at northeast corner. Summit 13 80.00 2419 t< >< 25 4.50 2391 Creek flowing east. 25 40.00 2383 (Jround at }i po.«it. 25 80.00 2^,52 ('reek. 36 40.00 .368 (i round at }4 post. 86 1 11.25 2347 Creek flowing east. 1 80.00 2357 Ground at northea.st corner. 12 17.00 2353 vVeek, flowing ea.st. 12 40.00 2390 Ground at }4 post. 12 69.00 2418 Creek flowing east. 13 40.00 2460 Ground at J4 Post. 24 5.00 2517 Creek, flowing west. 25 10.00 2568 Ground. Summit. 25 80.00 2529 " at northeast corner. •'»•, 20.12 2515 Creek, flowing northeast. •) 50.50 2502 " east. .J6 80.00 2498 (iround at northeast corner. s 1 9.50 ■=42 Creek flowing to Clear river. 1 80.00 il Ground at northeast corner. 12 80.00 •41 « « 13 69.00 ^774 Oeek flowing east. 13 80.00 2796 Ground at northeast corner. 24 70.00 2916 " Summit. 25 30.50 2859 Creek flowing northeast. 25 80.00 2853 Ground at northeast corner. i.r.vKU.isv oPKit.iTinys AP sia KU.VAIl'iNK OF NATIRAI. HCATI KK« KAHT orXLINK OF RAXCiK. I, Vt'tl^T OF SIXTH MKKIDIAN. TOWNMHIII* H3 T(> M JS.-2LZZ '—~ I)Mtunri> Tp. .S«H-. from SK. ''oriM-r. Kiev. l''i'utiiri". ChK. Lkx. Fwt. 87 »U 55 (X) 2751 ('rct'k. 88 1 8U (K) 2855 1 ...iihI at iiortlH'iiwt torncr. 12 25. (K) 27<).» Crcok, flowing to Clciir riwr. 12 8<).()0 1942 (Sruuiul ut northcHKt iMrncr. la 8().(N) .^072 «t It 24 35 (M) 3O0(> ( "reck flowing to ( Iriir river. 24 80 (K) .^•75 ('■round ut northfiixt rorniT. 25 39. (M) .^227 ("nrk, flowing to OHhornc in-ek. 25 80.00 .Wl8 drouml ut northi'ust corner. 3« 00.00 3654 Higlii'Ht |Miint on this line. 36 80,00 3623 (Sroumi at northcuxt corm-r. I ■' 1 I.. H ■m .i tin no TumunArHirAi at rvktm bkaxcm KLCVATKINH Or NATIRAL FEATt REN. THENTY-THIRD BASK LINK WE8T OK HIXTH MKRIDUN. NORTH BOHNOAKY or TOWNitHIP m. b ■* man a l!l;i MAP tia • '■«••• •V^'*' ( DUtuiM Rgr. Stf. from NE. Corner. Kiev. VvnUirv. Ch«. Uf. Feet. 1 30 0.00 ^346 (Sroiind at sixth mpridian. 3A 0.00 3431 "' northeast corner. 34 0.00 a6i7 « M 34 50.40 3762 « 33 0.00 3683 " at northcuMt ••orner. 32 0.00 ^757 4< <( 32 39.86 3633 H P<>«t. 31 0.00 2571 " nurthpant romer. 2 36 0.00 3710 •< u 36 40.08 3833 " H post. 35 0.00 3909 " northeaHt cornor. 35 40.08 3818 I4 pOHt. 34 0.00 2765 " northca«t corner. 34 43.75 3631 Creek flows to Whitemml river. 33 17.40 3618 ( 'reek. 32 0.00 3647 Ground at nortlieast i-orner. 31 0.00 3671 X 4< 31 40.08 2544 li post. 31 55.55 2434 Creek, 3 36 0.00 2468 Orov.nd at northeaHt comer. 35 40.08 2452 »4 post. 35 61.30 2372 W liitemud river. 34 0.00 2437 (i round at northeast corner. 34 55 30 2425 hake. 33 00 2427 (Jround at northeast corner. 32 0.00 2543 « >< 31 0.00 2581 « i< 31 41.65 2496 Whitemud river, south branch. 4 36 0,00 2540 Ground at northeast corner. 36 14.60 2552 Lake, cast side. 35 40.08 2661 Ci round at H post. 34 52.40 2788 « ' 33 0.00 2661 " at northeast corner. 32 0.00 27 o' >( (t 31 0.00 2904 « r TOWNHHIP U. UUtnll<-p Rrc. «ec. from NE. C'oriMT. EIrv. FfHfiir*. Ch.. IJw. Fort. 36 0,00 2987 (•round at northpiiot corner. 3b 40.08 .V>8l " ,'4 IMWt. 3ft 40.08 .V)53 t< >< 34 11.00 3981 «< 33 O.OG .^211 " at northeiiHt cornir. 32 0.00 3299 « « 3i 00 3359 « ii 7 3U 0.00 M37 t< i< 35 40.08 3340 " »4 |MWt. 35 79.70 3342 Lnk<>, I'liHt fid*'. 34 40.08 33aj>t cornrr. 31 0.00 3372 Ii it 8 36 0.00 33f'0 X M 36 0.00 3325 41 « 35 35.92 3318 ( "reek. 34 0.00 3256 (Jround at northeast corner. 33 5.(K) 3333 " witness mound. 32 0.00 3424 " northcMHt corner. 31 0.00 3409 ii i« 9 36 0.00 3424 • ( M 35 0.00 3436 >• U 35 30.79 3320 Creek. 34 0.00 3298 (Jround at northeast tOiner. 33 0.00 3409 tt .t 32 0.00 3484 (Jround at northea.st corner. 32 40.00 3453 " I4 post. 3T 0.00 3477 " northeast corner. 10 36 0.00 351 1 a « 35 0.00 3526 i( « 34 14.00 3588 « 33 0.00 3548 " at northeast corner. 33 58.00 3372 Creek flowing south. 32 0.00 34 « 7 Ground at nortlieast corner. 31 40.00 3518 Ii post. 31 66.00 3414 Creek flowing south. 11 36 0.00 3536 Ground at northeast corner. 35 0.00 3483 n u 35 20.00 3286 ii 35 64.65 3086 Creek flowing south. 34 20.00 3208 Ground. 'Ii 272 MAP SI] ■llH'i»lll\l-lll<'M. SlIlVKYS iiitwrii KI.KVATIONS i.y NATl UAI. FKATIUKS TWKXTY -TIUUD BASK LINK WlvST OK SIXTH MKHIDIAN. NOIITH HOI NDAIIY «K TIIWNSHIP "S. Hg.-. 11 12 Sec. 13 l)i«tiinc<" from NK. Comer. 34 33 32 32 31 31 3(> 30 35 35 34 34 33 32 31 31 3(> 35 34 34 33 Chx. \Mx. 40. (X) 40. (M) 10. (Kt 35.00 0.00 53.00 0.(M) 40. (M) 0.00 40. (M) 8.(K) 40.00 0.(H) 0.00 1.00 05 Ot) 0.00 (H) 0.00 41.20 0.(K) i:U"v. KlH>1. 3521 335" 3 1 7'' 33.S7 324<> 33'>3 3.S4<» 33«7 3550 3511 3533 3^35 350' 3<'«3 3f>22 33^'3 32H1 3205 3042 Fi'iiturp. (i round at '4 post. ( "reek. ('irouiul at northeast corner. ("reek. (iround at northeast eorner. " I4 post. " northeast eorner. J4 post. Creek. (Jround at }4 P<>^t- " northeast eorner. Braneii of Clear river, (iround. " at northeast e(>rner. ("reek Howinn to Osborne river. ( iround at northeast eorner. West Ixmndary of .\ll)erta. (For eontinuation westerly see North boundary of Peace river block). Pilot.. l,y 1.. I>. H. |)../...ls, D.I. IMt.M. <>-■: .,n-.lm..l-l...u-.'. O^ikvill.-, Manit..!.:.. ;!•!' ;\ii l>l,„t„l,y I., n. U. l)..z.ii«, D.I.. ,. „.M,„,i lil ,.„ :,r,vMvy. VmUmtv U Prairi-, Manii..l.ii. lilj 7;i07.'V-|i. 272. LKvm.usa oPKHA Troys 7n MAP 511 ELEVATIONS OF NATIRAI. FEATfRKS, NOUTH BOUNDARY OF PEACE RIVER BLOCK. NORTH BOUNDARY OF TOWNSHIP IW Distance Rge. Sec. from NE. Comer. Elev. Feature. Chs. Lk.H. Feet. 13 32 0.00 2856 Ground at northoast (•orner of section. 31 0.00 2686 « i< « 14 36 0.00 2643 « t< « 35 0.00 258« « i< <( 34 17.00 2573 Creek, flows to Osborne creek. 34 40.00 2583 Ground at H post. 32 1.00 2524 " witness mound. 31 0.00 2483 " northeast corner. 15 36 0.00 2444 « « 6 58.95 2407 Creek flows to Osborne . reek. o5 0.00 2425 Ground at northeast corner. 34 40.00 2421 H post. 32 0.00 2364 " north« ■«! corner. 31 0.00 2327 li .( 16 36 0.00 2313 « i< 36 1.50 2301 Beaver pond. 36 11.00 2301 Osborne creek. 35 0.00 2331 Ground at northeast corner. 34 0.00 23H3 « (( 33 0.00 2349 « « 33 40.00 2335 Impost. 32 0.00 2258 " northeast corner. 32 9.30 2199 Doif? river. 32 20.00 2316 Ground. 31 0.00 2342 " at northeast 0;: ■ r. 17 36 0.00 2383 a u 35 40.00 2414 H post. 33 0.00 2349 " northeast corner. 32 0.00 2289 « « 31 5.00 2243 Creek flowing to North Pine river. 18 36 0.00 2261 Ground at northeast corner. 35 3.00 2157 " witness mound. 35 20.00 2019 n 35 30.00 1844 North Pine river. 35 40.00 1854 Ground at J^ post. 34 0.00 1893 " northeast corner. 34 29.00 1849 North Pine river. 34 40.00 1914 Ground at }^ post. 33 0.00 2119 " northeast corner. 32 0.00 2250 « . (( 31 0.00 2346 « « m m i lity 73075—18 L ir ! ar4 MAP Sll TornnRM'HU'M. SI innys H/f.ivrfl ELEVATIONS OF XATIRAI. FEATllRES. NORTH BOUNDARY OF PEACE RIVEK BLOCK. XOKTH BOIXDARY OF TOWXMHIP 88. Distance R«e. Sec. from N'E. Corner. Elev. Feature. Ch8. LkB. Feet. 19 36 0.00 2.^75 (irouiul at northeast porner. 3o 0.00 2314 X « 34 40.00 2372 " 34 iwst. 33 0.00 2402 " northeast corner. 33 50.00 2522 n 31 0.00 2371 " northeast corner. 31 57.50 2239 Crook. 20 36 0.00 2314 Ground at northea.st corner. 36 40.00 2412 14 post. 35 20.50 2237 Crook flows to Blueberry river. 34 0.00 234' (Jround at northeast corner. 34 65.00 2321 Creek. 33 20.00 2387 fJround. 32 0.00 2290 " at northeast corner. 32 18.50 2206 Creek. 31 0.00 2299 Ground at northo ^jorner. 21 36 0.00 2305 u « 36 40.00 2182 " H post. 35 0.00 2186 " northeast corner. 35 23.00 2151 Blueberry river. (August). 35 2164 " high water mark. 34 0.00 2238 (Jround at northeast corner. 33 0.00 2245 « « 32 0.00 2549 it u 32 64.00 2458 Creok flowing to Blueberry river. 22 36 0.00 2543 Ground at northea.st corner. 36 30.00 2636 (Jround. 35 29.90 2307 Creek. 34 0.00 2542 Ground at northeast corner. 33 0.00 2650 « « 32 10.00 2687 i( 32 40.00 25J3 " at li post. ■ 32 66.80 2312 Creek. 31 30.00 2551 Ground . 23 36 0.00 2367 " at northeast corner. 36 24.00 2302 Blueberry river. 36 40.00 2399 Ground at H post. 35 0.00 2449 " northeast corner. 35 40.00 2571 H post. 34 0.00 2639 " northeast corner. 34 9.40 2576 Creek, flowing to Blueberry river. 33 0.00 2821 Ground at nor+heast corner. 33 59.00 2504 Creek. LEVEU.IKO 0PERAT10X8 /7b ELEVATIONS OF NATLRAI, FEAT f RES. NORTH BOUNDARY OF PEACE RIVER BLOCK. NORTH BOl NDARY OF TOWNSHIP 88. MAP SI ^^m\ t \JK ■« ^(1 .^.^IIII W5. Distanrp Rge. Sec. from NE. Corner. Elcv. Feature. Chs. Lk8. Feet. 23 32 5.00 2663 Oround . 32 28.00 2588 Creek. 31 0.00 281 1 (Jround at northeast eorner. 31 65.10 2710 Creek, flowing to Blueberry river. 24 36 0.00 2832 Ground at northeast corner. 35 0.00 2887 « « 35 40.00 281 1 li post. 34 0.00 2669 " northeast eorner. 34 40.00 2798 }i post. 33 0.00 2963 " northeast corner. 32 0.00 2958 H t( 31 0.00 261 1 n « 31 37 . 50 2597 Creek, headwaters of Halfway river. 25 36 0.00 2811 Ground at northeast corner. 35 0.00 ■'•405 i< t< 34 0.00 2944 ii « 28 0.00 2803 a (< 28 40.00 2545 }i po.st. 29 0.00 2396 Ground at northeast corner. 29 15.00 2378 Creek. 30 0.00 2483 Ground at northeast corner. 30 40.00 2580 H post. 30 74.88 2828 " northwest corner of Peace River Block. 73075 276 TOltHlllM'HH'M. SI HVflYS HItWrH MAP 511 KIJJVATIONH or XATIHAL FEATIHEM. WEST BOUNDARY OK PEACE HIVER BLOCK. TOWXHH1P8 U TO W. Distuncr Tp. Hen. from H\\. Corner. Kiev. Fcaturp. Chx. KkH. Feet. 84 36 2433 CJround at northwest corner of section. 85 1 80.00 2420 tt U ti 12 80.00 2410 i( it it 13 70.00 2224 (Jround-birch creek. 24 80.00 2429 Ground at northwest corner. 25 80.00 ^527 11 t< 36 80.00 2496 i( « 86 1 80.00 2461 ut 2>2 miles north of north end of Lily lake, on west side of trail, 9 ft. west, 3 ft. north of the intersection of west boundary of trail and S. by sec. 8, on top of iron pipe '. P.B.M.— D 14. About 3 miles south of Wau«h. On west side of trail, 225 ft. south of intersection of N. by sec. 19, on top of iron pipe ". Redwater river, water level. P.B.M.— D 15. About 14 mile north of Waugh. On west side of trail, 690 ft. northerly (along trail) from north edge of Redwater river, on top of iron pipe. . . P.B.M.— D 16. About 3 miles south of Egge's place. Halfway Lake, on left side of trail going from p]dmon- ton, 2,170 ft. north of S. l)v see. 25, on top of iron Pipt" P.B.M.— I) 17. About 100 yds. north of entrance to Egge's place. Halfway Lake, on east side of trail, at intersection of X. by sec. 1, on top of iron pipe P.B.M.— 17A. Ai)out 100 yds. north of entrance to Egges place. Halfway Lake, on west side of trail, 10 ft. south of N. by sec. I. on top of iron pipe P.B.M.— D 18. About ;j}/i, miles north of Egge's place. Halfway Lake, on cast side of trail, l,0(K)ft. north of S. by sec. 26, tm top of iron pipe , P.B.iM.— D 19. About 7»4 miles north of Egge's place, Halfway Lake, on east side of road, near intersection of N. by. .sec. 11, on top of iron pipe.... Elevation. Feet. 2156.885 2096 . 35 2145.36a 2161 .416 2079.927 2010.06 2052.318 .2167.097 2I03.46.S 2102.892 2 1 34 . 21)1, 219«.3«)0 MAP 365 hKVr.U.IXtl UI'KHATinSH Kduonton to Athahamka. Prrrine Lntl l.inr f) m DiHtancp from Ktlmonton C.N.K. Station. MilpH. 61.09 01.61 63.88 04.74 06.30 07.03 67 . oS 69 71 72 00 73 20 74 40 74.95 70 58 78.31 IxK-ulity anil IVxrriptioii. Tawiitinaw station. Imisc of rail. l'.B.M.--I)20. AI)oiit '.., mile north of Tawatinaw .station, on (Canadian N'ortln>rn Railway riRht of way. 3 ft. south of 4tl) tclonraph polo north of mile board 59. and 14 ft. west of cast riRht of way ffncc. j)n top of iron pipe T.B.M. ()3. On 12th telegraph pole north of niiichoard 01 I'.B.M.— 1)21. About 3'*4 mih's north of Tuwatiiiaw station, 4 ft. south of 6th telenraph pole north of 02 mil<'l)oard, 13 ft. west of east right of way fence, on top of iron pipe T.B.M. 66. On 9th telegraph pole south of mileboard 04 Rochester station, base of rail. P.B.M.— D 22. }2 mile north of Rochester station. 70 ft. north of 05 mileboard, and 37 ft. east of centre of track, on top of iron pipe T.B.M. 09. On 5th telegrapii pole north of mileboard 07 T.B.M. 71. On spike, top of west end of .south cress- piece of bridge, 12' a telegraph poles north of mile- board 69 r.B.M. 72. On 11th telegraph poh- .«oiith of mile- board 71 P.B.M.- 1) 23. About l^ mile south of Lewiston: station, 78 ft north of 0th telegraph pole south of 72 mileboard, 51 ft. west of centre of track, on top of iron pipe P'levtttion. Lewiston station, l)as(> of rail r.B.M. 75. On 1st telegraph pole south of milelw ■ I 74 P.B.M.— 1) 24. About SJ^ miles north of I.ewi.ston station, at Can. Nor. Ry. chainage 3997-1-30, opposite to lOth telegraph pole south of 70 mileboard, 50 ft. west of centre of track, on top of iron pipe Feet . 2025 71 2030.985 2003 . 67 2010, \2l) 2012.5c) 2001 .02 1996 247 1083.70 I9«5 .^2 1986.43 1995 378 1987.270 1970. II 1948.529 m m lai!*. i 3tO MAPI MS, 4IS TniHMtHii'HU'M. Hruvr.yH nRAXcH Edmonton to Athababka. Pntif Ltnl Line O DiKtAnrr from Edmonton CNR. Station. Mile*. 79 30 81.32 83.38 83.76 85.67 87.98 88.06 89.90 91 98 93.98 95.19 95.33 95.83 I/H-ality itml Diwriptiun. T.B.M. 78. On Uilt, top of rnst end of north cross tif, hridRc nt Ciin. Nor. Ry. chainnRi' 4052.75... T.B.M. 80. On 23r(l tclfgrnpli polo north of mile- l)oard 78 Elevation. Mcanook station, ha-Ht* of rail. P.B.M.— D 25. About »ij niilr north of Mcanook station, 1.50 ytls norlhrnst of crossing of main road, Edmonton to Athahasica and XH telegraph polos north of 81 miichoard, 50 ft. cast of centre of track, on top of iron pipr P.B.M. 85. On 1st telegraph pole north of milehoard 83 P.B.M.— D 26. 140 yds soutli of Colinton station, 17 ft. north of 12th telegraph pole north of 85 mile hoard, and 50 ft. west of centre of track, on top of iron pipe C'olinton station, base of rail. T.B.M. 90. On 8th telegraph pole north of mile board 87 P.B.M.— D 27. About 4 miles north of Colinton station, 23 ft north of 19th telegraph pole north of 88 miieboard, 47 ft. east of centre of track, on top of iron pipe T.B.M. 94. On 9th telegrapli pole north of N. by tp. 65 P.B.M.— D 28. 2, 3 mile south of Athabaska, 12 telegraph poles south of crossing of Tawatinaw river, .50 ft. cast of centre of ("anaase of rail P.B.M.— K 12. About 51^ miles .south of Hosthern. Farm iiouse about 250 yds. east of railway, in west face of foundation wall near nort Invest corner of house, on copper plug set in concrete P.B.M.— E 11. Hosthern. Town Hall, south face, southeast corner of foundation wall, on copiMT plug set in concrete Rosthern station, base of rail P.B.M. E 10. Leckford. (5. V. Turner Co. dcvutor engine house, west face, northwest corner of foundation wall, on copper plug s-t in concrete Leckford station, base of rail Elcvuiion. FlH-t. '^75 73 •676.835 1679. 8H0 1688.81 1687.845 1701 .027 1679.066 1677.41 1677. 189 1671.888 J 672 4.^ l<^j/-735 1660.72 UHIHlHM'HIViL HI K H BHWVH Wahman t.» P »: Ar.Br.RT. I'rttitt l.trri l.int A', Alunu Caimiiinn Northern Kuilway. 37.76 43.03 54.20 54.99 59.34 64.21 64.28 68.34 73.37 I'.H.M. - K 9. Duik l.uki'. Komiui Cutholic (liiirth, caitt fu(-i>, ^<(>llth«>uMt corntT of foiindittioii wnll on I'opiMT pluK s«'t in roncrrte DiK-k Lake Mtution. htift' of rail. F.B.M.— E 8. Alunit 2<.^ mih-w xoutli of l{o.lrid({i' about K-t n>>l>' »*outh of Mactlowall station and KM) yd.x we.Ht of Canadian Nortlu-rn Uy. on copper pluK set in Hide of con'Tcte pier Macdowall station, haxe of rail P.B.M. — K (>. About 5 miles south of Clou.ston, 20 ft south of 1st telegraph pole north of 233 milehoard, on copper plug set in siile of concrete pillar C'louston station, lm.se of rail P.B.^I. — K .'). Clouston. Brick house northeast of station, on copper pluR set in north face t)f foundation wall, near northwest corner of hou.se P.B.M.— K 4. 5I4 miles south of Prince Albert, .")0 ft. .south of 1st telegraph pole north of mileboard 242, 4.") ft. east of centre of track, on copper plu(? set in sid«' of concrete pillar Prince .\lb«'rt station, Canadian Northern l{y., base of rail Hetich Murks, Cih) of Prince Albert. P.B.M. — K 3. Corner Central .\ venue nm\ IM\\ Street, on extreme top of hydrant (City B..M.)., 1658 117 1660.44 l6.;5.<)25 •.'S5i-,S.'54 '•■517 7: I40S.IMI 1501 .u35 P.B.M.— K 2. Corner Central Avenue and 14th Street, on extreme top of hydrant (City B.M.) ...' 1413.369 LKVeUISa OPtHATlOSS WaKMAN to pHINt'K AlBKKT. frrt >«■ l.rrrt fgiHf A*. Au>Nu Cunudiun Northern Kuilwiiv. from Witmuin HiatUin. P.H.M. "K I. ("iiriHT of Cciilrul Avciiuf and Htr«'«'t, (in cxtrcmi' top of hytlrunt (City IJ. M.) V.Uh 141 -> 115 I'.H.M. -A 2. I'ost OHicr liuildinK, on top of ^dj "It.M." I4 On (anadiaii Northern Uy. hridne carryinR Mig Hivtr branchj t)v«'r North SaHkatchcwan river, on copper lioit h-adedl into top of eoncrete pi<'r, south end east side ofj hridge under the pjntform 1403 51 h) F.B.M. — A 1. On Canadian Northern l{y. hridgej carrying Hig Kiver branch over North Sasketchewan river, on south edge of top of concrete abutment, at north end of bridge, west side, about on h'vei with the railway, marked "B.M" 1410. 2()U 284 riii'otmAriiini. siint:ys iirwch MAP 2\» W'ahman to Kdmonton. /•-• .'. I Lititti F and t.. Alo 1 ' "iiKiiMu Northern Uailway. Distance from Wurman Station. IxK'ulity and Description. Milps. 0.00 0.00 0.28 1.62 3.57 4.0!) ■).4o t) . ().•) (i.7.-) 7 . WZ 8 . .■)(•) K.{)2 •» 00 9.82 10.64 Line F. P.H.M. — K 16. Wurman. Schoolhou.se, on «ast face southeast t-orncr of foundation wall, on copper plug set in concrctf marked "(J.S.C, B.M. 35 D". . . . Warman Station, at diamond cros.si i»g P.B.M.— F 1. Warman. About ,500 yds. west of rail- way station, 2ft. north of Canadian Northern Hv. south right of way fence and about 200 yds. southeast of elevator, on top of holt .set in top of concrete pillar, no marking r.B.M. 2. On 5th telegraph pole west of miU'board 492 Elevation. r.B.M. 4. On 7th telegraph pole west of yard limit board P.B.M.— F 2. 4.7 miles west of Warman station, 2 yds. west of Htli telegraph jjole west of mileboard 495, 3 ft. .south of northerly right of way fence, on plate on concrete pillar Road crossing, east of sec. 0, tp. 39-5-3. .. . Uoad crossing, east of sec. 12, tp. 39, rge. 6. T.B..M. 7. On 10th telegraph pole west of mileboard 497 Uoad crossing, east of sec. 11, tp. 39, rge. 6 Hoad crossing, (>ast of sec. 10 tp. 39, rge. ti . Dalmeny station, ba.se of rail P.B..M.— F 3. About ,'2 milt' "t'-^t of Dalmeny station, opposite 2nd telegraph pole east of west Y switch. 14 yds. south of centre of track, cm bolt on concrete pillar Hoad crossing, east of sec. 9, tp. 39, rge. G.. Hoad crossing, east of sec. 8, tp. 39, rge. 6 Feet . 1679.880 1675-73 1676.835 1 681. 51 1 698 -55 1705 520 1 709 . 30 1 7 1 1 . 90 1711 ,86 1718.70 1 723 . 80 1722.40 1 7 1 9 860 1724.60 1724 50 LKVEIUMI Ol'KK.iTnt\S S85 Wakman to Kdmonton. Prrrim' Lirrl Linen F. iind L. Au)N(! C'aiiiuliiin Northern Railwiiy. Dint i>ne<' from Wariimn •Station. Miles. 11.33 11.46 11.65 12.30 12.68 13.27 13.71 14.73 15.38 15.77 16.57 16.80 16.99 17.82 18.07 20.42 22.92 l/M'iility and Desoription. r.li.M. 11. t.'i iml tili}>;ra' h pole east of mile hoard 502 Hoad eros.sing, north of .-ee. 8 tp. 39, rge 6 Road iTosshiK, east of see. 18. tp. 39, rge. 6. P.B.M. — F 4. 3.7 miles west of Dalmeny station, opposite 3rd telegraph pole east of mileboard 503, 3 ft. north of southerly right of way fenee, on bolt on eonorete pillar Road erossing east of see. 13, tp. 39, rge. 7 T.B.M. 13. On 4th telegraph pole east of mileboard 504 Road crossing, east of see. 14, tp. 39, rge. 7 . Road ero.ssing, east of .sec. 15, tp. 39, rge. 7. . . . T.B.M. 15. On telegraph pole, mileboard 506. Road crossing, east of see. 16, tp. 39, rge. 7. . . . Langham station, base of rail Road crossing, east of sec. 20, tp. 39, rge. 7 P.B.M. — F 5. 0.5 miles west of Langham station 85 ft. east of 12th telegraph pole east of mileboard 508, 44 ft. south of centre of track, on bolt on concrete pillar Road crossing, east of sec. 19, tp. 39, rge. 7. T.B.M. 17. On 9th telegraph pole east of mileboard 509 T.B.M. 19. On Ist telegraph pole west of mileboard 511 RIcvntioii. T.B.M. 21. On 15th telegraph pole west of mile- board 513 Koet. 1720.40 1719.10 1713 965 I7II .80 1707 52 I7I3 20 I7I6. 10 1710.46 1713.00 1706.70 1 704 . 00 1700.078 1677.30 1672.76 1615 14 I55I 72 aas MAP 211 rnnnfiRAi'HirAi. si rvkys rkamh Warman to Edmonton. Prrrinr I.rtcl I.inet F. iiiid L. Along Canadian Northern Railway. Distance from Wannan Station. MilPh. 24.20 24.50 24.60 24.06 24.60 24.89 25.11 25.39 27.52 30.03 30.66 30.71 33.30 I-ooality and Desoripf ion. Elevation. P.B.M.— F 7. 0.3 miles ea.st of Ceepce station, oppo.sitc 8th telegraph pole east of mileboard 515, 176 ft. south of centre of track, on plate on concrete pillar Ceepec station, ha.se of rail. Public Works Department B.M. 131. Cccpee. Canadian Northern Ry. bridge over North Saskatchewan river, on copper bolt set in southeasterly face (near north easterly end) of most southeasterly low pier on right bank North Saskatchewan river, water level, June 22, 1912. . North Saskatchewan river, ba.se of rail, over .south easterly pier Public Works Department, Gauge mark. Ceepee. Canadian Northern Ry. bridge over North Saskatche- wan river. Pencil mark on northwe.'^terly face (near southwesterly end) of the most northwesterly low concrete pier on left bank of river (used as reference for gauge set in river) Public Works Department B.M. 131A. Ceepee. On left bank of North Saskatchewan river on top of large rock on high land, about 500 yds. from water and about 60 yds. east of railway trestle T.B.M. 23. On 4th telegraph pole east of mileboard 516. T.B.M. 25. On telegraph pole, mileboard 518 Road crossing, east of sec, 33. tp. 39, rge. 9 P.B.M.— F 9. Borden. About 100 yds. east of station, 155 ft. east of mileboard 521, 60 ft. north of centre of track, and 3 ft. south of noHh right of way fence, on plate on concrete pillar Borden station, base of rail. T.B.M. 29. On 11th telegraph pole east of mile- board 524 Feet. 1526.818 1512.30 1465 133 1458-5 1509.20 1465.07 1505 134 1516.57 1581.40 1632.90 1637-863 1636.90 1681.22 MAPS 111, IM l.KVh.l.lJM! ni'f:i{Ario\s Warman to Kdmonton. frcri^r Lfi'it Limn F. tind A. Alono {'iinadian Nortlurii Railway. as7 Distance from ^Varman Ktatiun. Miles. 35.84 37.94 38.63 39.05 41.28 43.47 45.89 46.08 46.44 49.13 51.64 53.61 53.91 l»fiility and D and 112 yds. west of niileboard 536, 39 < f centre of track, on plate on concrete Fielding station, base of rail P.B.M.— F 13. Fielding. About 600 yds. west of station, opposite 13th telegraph pole east of mile board 537, 3 ft. north of south right of way fence on plate on concrete pillar T.B.M. 41. On 2nd telegraph pole west of mile- board 540 T.B.M. 43. On 10th telegraph pole east of mileboard 542 P.B.M.— F 14. Maymont. About 500 yds. east of station, 30 ft. west of 8th telegraph pole east of station, 3 ft. south of north right of way fence and 117 ft. north of centre of track, on plate on concrete pillar Maymont station, base of rait Feet. 1698.44 1715-991 I72I .40 1719.752 1734-59 I 745 02 1804.535 1808.00 1812.101 1850.74 1908.59 1938.330 1941 .00 MAP 2M KHMKIKM'HUWh si ItVtAs HKASCH Warman to Edmonton. frteine Lrrcl Linet F. and L. Along Canadian Northern Railwav. Distanrc from VVarnian Station. IxK-ality and Dewrription. Elpvation. MilP8. 54.13 56.31 58.54 60.70 60.84 61.13 03.32 Co. 53 68.22 68.47 68.68 71.05 P.B.M.— F 15. Maymont. About 380 yds. west of station, 100 ft. west of 3rd telegraph pole west of mileboard 544, 3ft. north of south right of way fence, and 175 ft. south of centre of track, on plate on concrete pillar T.B.M. 46 On 9th telegraph pole west of mileboard 546 T.B.M. 48, On 14th telegraph pole west of mile- board 548 P.B.M.— F 16. Ruddell. About 250 yds. east cf station, opposite 5th telegraph pole east of station, 3 ft. north of south right of way fence, and 116 ft. south of centre of track, on plate on concrete pillar. . . Ruddell station, base of rail P.B ^I.— F 17. 1 (Mell. About 500 yds. west of station, 187 ft. eaoc of mileboard 551, 5 ft. south of north right of way fence, and 176 ft. north of centre of track, on plate on concrete pillar T.B.M. 51. On 5th telegraph pole west of mileboard 553 T.B.M. 53. On 10th telegraph post west of mile- board 555 P.B.M.— F 18. Denholm. About 400 yds. east of station, 80 ft. east of mileboard 558, 3 ft, north of south right of way fence, and 50 ft. south of centre of track, on plate on concrete pillar Denholm station, base of rail P.B.M.— F 19. Denholm. About 370 yds. west of station, 100 ft. west of 13th telegraph pole west of mileboard 558, 3 ft. south of north of right way fence •vnd 120 ft. north of centre of track, on plate on oncrete pillar T.B.M 56. On 8th telegraph pole east of mileboard 561 Fwt. 1941 .918 1929 45 1909.3: 1892 454 1893.2c 1 891 .647 1856.36 1820.82 1804.366 1804.90 1802.013 1787-31 ' "■ ' '^IN'^- .»i^rfH' *^S'y^ IMiciK. I),v !..(•. U. DiiziKs, D.I., I'.U.M.— (i :iOiiii' river. m il I'liotiili.v !..(). U. DoziKs, I).l,.s. .\n instrument station. I'ri-iisc I.ivcllinK. 7;i07.i— p -'SX ilil MAP 267 LETEUjyG OPERATlOyS Warman to Edmonton. Prtcitt Level Lino F. and L. Along Canadian Northirn Railway. 289 Distance from Warman Station. Locality anil Description. Miles. 73.80 70.86 '7.14 77.40 ro.oi 82.46 82.48 83.20 83.60 86.35 88.48 T.B.M. 563 . . . 58. On 14tli telegraph pole west of mileboard P.R.M.— F. 20. Hnula .\l)out 500 yd.s. east of station, 45 ft. east of 19th teU'Krapli pole east of mileboard 567, 3 ft. south of north right of way fence, and 45 ft. north of centre of track, on plate on con<.rete pillar Bradu station, base of rail. P.B.M.— F 21. Brada. About 500 yds. west of station, opposite 1st telegraph pole west of mileboard 567, 3 ft. south of north right of way fence, and 177 ft. north of centre of track, on plate on concrete pillar. T.B.M. 01. 569 On 14th telegraph pole west of mileboard Public Works Department B.M. 110. North Battlcford highway bridge, mark cut on northeast abutment. . . P.B.M.— F 22. North Battlcford. About 1,330 yds. ea.st of station, 50 ft. west of 2nd telegraph pole east of mileboard 572, 3 ft. south of north right of way fence, 150 ft. north of centre of track, on plate on concrete pillar North Battlcford station, base of rail. P.B.M.— F 23. North Battlcford. About 630 yds. west of station, opposite 4th telegraph pole west of mile- board 573, 3 ft. north of south right of way fence, 45 ft. south of centre of track, on plate on concrete pillar T.B.M. 570.. 05. On 10th telegraph pole east of mileboard Public Works Department B.M. 105. North Battlcford. 500 yd.s. south of southeast e'-'d of Canadian Northern Ry. bridge over North Saskatchewan river, and about 200 yd. northwest of Canadian Northern Ry. track, on a high poplar stump, painted white 73075—19 Elevation. Feet. 1747.20 1706.819 1709.40 1710.531 1674.26 1540.667 1 680 . 244 1687.10 1683.13 1624.72 1586.712 imv 2W MAP 1«T Distance from W'arnian Station. TOPOGRAPHICAL SfTfVErS BRANCB Warman to Edmonton. Pncitt Lntl Lino P. and L. Alono Canadian Northern Railway. MUes. 88.66 88.84 89.47 91.70 94.15 Locality and Description. T.B.M. 67. On Ist telegraph pole east of mileboard Elevation. Feot. 1590.00 578 P B M — F 25. North Battleford. Canadian Northern r'v bridtre over North Saskatchewan river on top of northeastl^rly end of most Boutheasterly high concrete pier, mark cut in concrete and pamted 1 .&. U.^M- ^» p B M — F 26. Battleford Junction. About 75 yds south, along main line, from Junction with old Battle- ford line, and about 27 yds. west from mam track and 4ft. eait of west right of way fence, on plate on concrete pillar marked "T.S. B.M T B.M. 69. On 1st telegraph pole east of mileboard 581 '^ 1585-314 1601.227 p - AT __F 27.— Highgate. About one-eighth mile east of section house, 40 ft. west of \3th telegraph pole west of mileboard 583, 3 ft. south of no"h right of way fence, and 115 ft. north of centre of tiack, on plate on concrete pillar 1772-517 91.61 96.79 98.97 101.31 102.48 (Highgatc station.) P B M.-F 28. Highgate. West of section house 60 ■ft. west of 6th telegraph pole east of mileboard 584, 3 ft. north of south right of way fence, on plate on concrete pillar T.B.M. 73. On 1st telegraph pole east of mileboard 586 75. On 4th telegraph pole west of mileboard 1782.889 1815-53 1827.19 T.B.M. 75. On 4th telegrapn poie we»u ui i.....— •- ^^ 588 i T.B.M. 77. On 11th telegraph pole west of mile- board 590 PBM— F2y. Delmas. About 390 yds. east of station, 75 ft. east of 5th telegraph pole east of water tank I? Delmas station, 3 ft. south of north "ght of way fence, and 150 ft. north of centre of track, on plate on concrete pillar LEVELlJXn Ol'ERATIOXS t«1 MAP 267 Wakman t»» Edmonton. Pnofie /. I'll Linftt F. and A, Alono Ciinailiiin Northern Kiiilwiiy. Di«tancc. from Wurman Station. Locality and Drocription. Ek'vatioD. Miles. 102.70 102.03 105.27 105 . 52 109.88 110.02 110.25 112.08 114.45 110.63 117.01 117.87 118.12 Dclmas station, base of rail P.B..\I. -F 30. Dtlinas. About 400 yds. west of station, tiii ft. t-asi of 3rd tcli-Rraph pole cast of rnile- boanl 592, 3 ft. north of south ri^lit of way fence, and 47 ft. soutli of pentr«' of track, on plate on concrete pillar T.U.M. 79. On 0th telegraph pole west of mile- board 594 T.B.M. 81. On 13th telegraph pole .vest of mile- board 590 P.B.M.— F 31. (De-stroyed.) Bresaylor station, base of rail. . P.B.^I.— F 32. Brt..ayIor. About 400 yds. west of station, 30 ft. east of 3rd telegraph pole west of mileboard 599, 3 ft. -south of north right of way fence, and 100 ft. north of centre of track, on piati on concrete pillar T.B.M. 85. On 4th telegraph pole east of mileboard GOl T.B.M. 87. ( board 003... . 7th telegraph pole west of mile T.B.M. 89. On 12th telegraph pole west of mile- board 005 P.B.M.— F 33. Paynton. About 400 yds. east of station, 90 ft. from 10th telegraph pole west of mile- board 000, 3 ft. north of south right of way fence, and 47 ft. south of centre of track, on plate on concrete pillar iPaynton station, base of rail. 73075—1 P.B.IM.— F 34. P.-vyntoti. About 440 yds. west of station, 50 ft. ea.st of 5th telegraph pole east of mile- board 007, 3 ft. south of north right of way fence, and 100 ft. north of centre of track, on plate on concrete pillar Feet. 1825.00 1821.032 1789.34 1784.80 1804.00 1805.300 1824.07 1834 -77 1849.21 1852.95 1853.80 1&50.945 292 roPiXiRM'IIWM StKYK\>i HHAyCB Warman to Edmonton. Prteiir Lrttl Liiui F. a»d /-. Along CimaiUim Northirn Hailwiiy. M AP a«T Diiitance from Wannan Station. MUph. 120.36 122.62 124.80 Ideality uiul D«i(cTi|)tion. Elevation. T.n.M. 01. On 1st telenraph pole w«'st of mile- "hourdOOtf T.B.M. 93. On 8th tolcuraph pole west of mile- board 61 1 r.B.M. 95. On 13th telenraph pole west of mile hoard 613 j PBM— F 35. Birlinn. About .540 yds. east of| station and 90 ft. east of 6th telenraph pole easti o?n.iu'b.-:;^d 616, 3 ft. south of north n«ht of way fence, and 45 ft. north of centre of track, on plate on concrete pillar . Feet. 1843-67 1838.84 1839.98 127.53 127.75 129.11 131.62 132.77 Birling station, i)u 'f rail P B M -F 36. tiirlinn. About 390 yds. west of 'station ,oDpositc 11th telegraph pole east of mile- board 616 3 ft. south of north nght of wpy fence, and 100 ft. north of track, on plate on concrete pillar T.B.M. 99. On 12th telegraph pole east of mile- board 619 T.B.M. 101. On 4th telegraph pole west of mde- 'board021 PBAT_F 37. Maidstone. About 600 yds. east 'of 'station, .50 ft. west of 9th telegraph pole west of mileboard 6^2, 3 ft. south of north of right way fence, and 45 ft. north of centre of track, on plate on concrete pillar 133 . 10 JMaidstoue station, base of rail 1853-491 1853.00 1851.680 1864.94 1910.04 1934.676 1940.80 nn 53 PBM— F 38. Maidstone. About 800 yds. west of 133.53 |ff-;\;^^%- f^ ,^3t of 2nd telegraph pole west of milchoird 623. 3 ft. north of south right of way fence, and 45 ft. south of centre of track, on plate on concrete pillar On 6th telegraph pole east of mile-! 135.31 T.B.M. 103 board 625. t945-854 I99I-55 MAP 367 IE\F.U.I\(I nPKRATIOSB VVaruan to Kdmon. . Prfrmr Lttrl f^inm f, and A. Along Canadian Northern IlaiUay DiHtanrp friim Warman 8tation. Milci. 137.60 139.55 140.56 140.77 141.11 143.12 145.05 147.21 147.50 147.84 149.80 151.47 LtM-nlity and IXiirriptioii. T.B.M. 105. (Jn 4th ti'U'uniph pole west (jf mile board 027 T.B.M. 107. On 2nd tdograph pole west of milc' bourd629 P.B.XI.— F 39. Wase.ft. About 420 yds. .ust of station, 30 ft. ctist of 3rd tolegraph |M)1(' west of miieboard 630, 3 ft. south of north right of way fence, and 45 ft. north of centre of traclt, on plate on concrete pillar Waseca station, base of rail P.B.M.— F 40. Wasecn. About .540 yds. west of station, 30 ft. east of 10th telcgrapli pole west of station liouse, 3 ft. north of south riglit of way fence, and 1.50 ft. south of centre of track, on plate on concrete pillar T.B.M. 109. On 13th telegraph pole east of njilc board 633 T.B.M. HI. On 18th telegraph pole west of mile- board 634 P.B.M.— F. 41. Lashburn. About 510 yds. east of station, 15 ft. west of 8th telegraph pole east of miieboard 637, 3 ft. north of south right of way fence, and 47 ft. south of centre of track, on plate on concrete pillar Lashburn station, base of rail P.B.M.— F 42. Lashburn. About 600 yds. west of station, 70 ft. west of 10th telegraph pole west of miieboard 637, 3 ft. south of north right of way fence, and 47 ft. north of centre of track, on plate on concrete pillar T.B.^L 114. On 9th telegraph pole west of mile- board 639 T.B.M. 116. On Ist telegraph pole east of mile- board 041 Elevation. Feet. 2053.64 2087.19 2104.930 2106.10 2102.375 2098. 5P 2062.54 2019.038 2019.35 2016.405 2004 28 1999.98 y h I Thl'nuHM'HlrM. xfKVKYS HRAXCH i'i J* .J- I i.t i" l-r Wakman to Kdmonton. Pnat Lntl Linti F. nod L. Along Cana«Httii Northern Railway. MAP iw Dtstsnce from Warinan Stfttion. MilpR. 153.63 155.78 155.98 157.41 149.54 101.46 162.02 163.41 165.41 167.24 167.60 I^Mttlily iiml Otwriplior. T.H.M. IIH. On 4th teU'graph pole west of inik- lionrd t>43 Marshall station, base of rail V U.M. 1' 44. Marsliall. Alumt 350 yds. west of station, 65 ft. east of 17th telenraph pole east of| inilehoard 646, 3 ft. Hi)Uth of north nght of wayj fenee, and 45 ft. north of centre of track, on platej on concrete pillar T.B.M. 121. On 3rd telegraph pole east (if mile- board Ml It.H.M. 123. On 1st telegraph pole west of mile- board t>4!) T.B.M. 125. On 2nd teleRraph poh" east of mile- boivril 651 Aberfeldy station, base of rail T.B.M. 127. On 3rd telegraph pole east i>f mile-i board 6.53 • • • | T.B.M. 129. On 4th telegraph pole east of mile- board 655 P.B.M. F 45. Llovdminster. .Vbout 700 yds. east of station, 110 ft. "east of 7th telegraph pole east of mileboard ()57, 3 ft. north of south right of way fence, and 45 ft. south of eentre of track, on pltite on concrete pillar Lloydminster station, base of rail , ■, ' ' B.M. B 1. On southwest corner of top of lowest concrete step, main entrance to Royal Oeorg.' Hotel, Lloydminster, unmarked B.M. B 2. On northwest corner of top of concrete step, main entrance Northern Crown Bank, Lloyd- minster, unm.irked B.M. B 3. On southeast corner of top of concrete pillar, about 2H ft. square, 4 ft. high, standing about 60 ft. south of Canadian Northern Uy. track, and about 300 ft. west of Lloydminster station, unmarked Elevation. Feet. IW5.2I 2015.30 20 I K, 544 2028.19 2038. lO 2040 . 67 2034 . 80 2040 . 23 2078 . 58 2108.986 2120.90 2123.446 2 1 25 -9^0 2125.072 MAT lt« LKYKU.lMi OPEHATIOSH Wahman to Komonton. Prrrint !.rtrl Aim* F. nn*i /.. Along Canadian Northern Itailwuy, Distance from Wamian Station. MilM. 16S.14 169.85 172.57 174.34 174.67 174.93 174.93 176.99 177.24 179.02 180.07 182.05 Ile east of mile- board 664, 3 ft. south of north right of way fence, and 47 ft. north of centre of track, on plate on concretr pillar Blackfoot station, base uf rail Iloud crossing, east of sec. 2, tp. 50-2-4. P.B.M.— L 46. Blackfoot. About 460 yds. west of station, 60 ft. east of 18th telegraph pole east of mile- board 665, 5 ft. north of south right of way fence, and 45 ft. south of centre of track, on plate on concrete pillar T.B.M. 137. On 15th telegraph pole west of mileboard 666 Road crossing, east of sec. 9, tp. 50, rge. 2. P.B.M. — L 45. About 3.6 miles east of Kitscoty. About midway between 17th and 18th telegraph poles east of mileboard 669, 3 ft. south of north right of way fence, on bolt set in concrete in pipe T.B.M. 140. On 18th telegraph pole west of mile- board 669 P.B.M. L 44. Kitscoty. About 710 yds. cast of station, 65 ft. east of 16th telegraph pole east of sta tion building, 5 ft. south of north right of way fence, on plate on concrete pillar Elevation. Feet. 3136. UOO 2171.83 2202.19 2226 . 505 2223.35 2224.07 2222.561 2242.53 2349 . 29 2235.194 2217.83 2206.019 ill •^1 J 296 TOI'Oiiini'BICAL Kl JiVETS BRANCH \\ ARMAN TO Edmonton. PriTtKc Ltrti LiiuH F. and L, Along Canadian Northern Railway. MAP 316 Distance from Warman Station. Lo<'iility and Description. Miles. 182.55 183.09 184.15 185.28 187.16 188.07 189.10 190.10 191.51 192.00 192.90 193.25 195.20 196.92 197.11 Elevation. Kitscoty station, base of rail : • • • Road crossing, cast of sec. 27, tp. 50, rge. 3 Bridge 673.8, on nail at soiitli end of east cap beam. . T.B.M. 144. On 7th telegrapli pole east of mileboard 075 P.B.M.— L43. 5.7 miles east of Islay. 9 ft. west of 13th telegraph pole east of mileboard 677, 3 ft . sout hof north riglit of way fence, on bolt set in concrete in pipe Bridge 677.7, on nail at north end of east cap beam. . . T.B.M. 14S. On nut at east end of top beam, bridge 678.5 Road crossing, east of sec. 11, tp. 51, rgc. 4 Bridge 680.8, on nail at north end of west cap beam. P.B.M.— L42. Islay. About 530 yds. east of station, 45 ft. west of 2ii(i telegraph pole west of mileboard 682, 5 ft. north of south right of way fence, and 45 ft south of centre of track, on i)late cm concrete pillar. Islav station, base of rail. P.B.M.— L41. Islay. About .560 yds. west of sta- tion, 45 ft. east of 9th telegraph pole east of mileboard 683, 5 ft. .south of north right of way fence, and 45 ft. north from centre of track, on plate in concrete pillar Bridge 684.9, on nail at north end of east cap beam. . Bridge 686.4, on nail at south end of west cap beam. . P.B.M. — L 40. About 3.7 miles east of Borrodaile sta- tion, 40 ft. west of 14th telegraph pole east of mile- board 087, 3 ft. north of south right of way fence on bolt set in concrete in pipe 198.85 Bridge 688.3, on nail at south end of middle cap beam. Fei't. 2198.93 2207.93 2195- 14 2171.79 2123.391 2091 .05 2072 . 53 2044 . 89 2008 . 94 2001 .326 2000.48 2001.356 2006.31 2001.82 2004.251 2020.75 MAP 31fi LE\'ELU\a OPERATIONS Wakman to Edmonton I'rcrisf Lirtl Linen F. and L, Along C'anadiiin Nortlicrn Railway. nt Distance from Warmaii Station. Locality and Description. Elevation. .Miles. 200.18 200.30 200.44 200.87 201.94 203.10 205.17 200.99 207.72 208.20 209.40 210.70 211 2.«? P.B.M.— L 38. Borrodaile. 4.50 yds. fast of station, 12 ft. west of lltii telegraph pole east of niilcboard 090, 33 ft. north of centre of traek, on bolt set in con- crete in pipe P.B.M.— L39. Borrodaile. About 300 yds. east of station, opposite 0th telegraph pole east of milcboard 090, 3 ft. north of south right of way fence, on bolt set in concrete pillar Borrodaile .station, base of rail. P.B.M. — L 37. Borrodaile. 7.50 yds. west of station, 03 ft. west of 10th telegraph polo west of milcboard 090, 3 ft. south of north right of way fence, on bolt set in concrete pillar Bridge 091.6, on nail at north end of middle cap beam. P.B.M. —L 36. About 4.7 miles east of Vermilion. 30 ft. east of l.'ith telegraph pole east of milcboard 693, 3 ft. south of north right of way fence, on bolt set in concrete in pipe T.B.M. — 266. On 14th telegraph pole east of milcboard 695 P.B.M. — \j 35. Vermilion. 7.50 yds. north of station building. School, .south side of building, southeast corner of wing, about 2 ft. north anil 1 ft. above ground copper plug Vermilion station, base of rail Bridge. On nail at south end of middle ciij) beam. T.B.M. 2()2. On 6th telegraph pole east of milcboard 699 Bridge 700. 1, on nail at south end of mi2 miles west of Vermilion. Midway between 10th and 11th telegraph poles east of milcboard 701, 3 ft. north of south right of way fence, on bolt set in concrete in pipe Feet. 2036.265 2031. I 14 2040 . 07 2042.455 2034.69 2027.867 2005.52 2023.379 2030.36 .?oi8.8o 2023.51 2030. 16 2043 . 668 29B TOPOGRAPHICAL SURYETS BRAKCB Vt Warman to Edmonton Prtcitt Level Linet F, and L. Along Canadian Northern Railway. MAP 316 Distance from Warman Station. Miles. 212.25 213.46 215.16 215.34 215.51 216.60 218.24 218.59 219.64 221.99 222.36 223.15 224.71 225.39 226.41 227.37 Locality and Description. Road crossing, east of sec. 33, tp. 50, rge 7 T.B.M. 259. On 5th telegraph pole east of mileboard 703 Claysmore station, base of rail Road crossing, east of sec. 25, tp. 50, rge 8 Elevation. P.B.M.— L 33. Claysmore. About 600 yds. west of station, 65 ft. west of 4th telegraph pole east of mile- board 705, 3 ft. south of north right of way fence, on bolt set in concrete in pipe T.B.M. 257. On 1st telegraph pole east of mileboard 706 Road crossing, sec. 22, tp. 50, rge. 8, Edmonton-Battle- ford trail P.B.M.— L 32. About 3 . 7 miles east of Mannville. 40 ft. east of 1st telegraph pole east of mileboard 708, 3 ft. north of south right of way fence, on bolt set in concrete in pipe T.B.M. 255. On mileboard telegraph pole 709. P.B.M.— L 31. Mannville. About 600 yds. east of station, opposite 12th telegraph pole east of station building, 3 ft. north of south right of way fence, on bolt set in concrete in pipe Mannville station, base of rail. T.B.M. 253. On 16th telegraph pole east of mileboard 713 Road crossing, east of sec. 27, tp. 50, rge. 9 T.B.M. 251 On 8th telegraph pole east of mileboard 715 P.B.M.— L 30. About 4}^ miles east of Minburn. 30 ft. west of 8th telegraph pole east of mileboard 716, 3 ft. north of south right of way fence, on bolt set in concrete in pipe T.B.M. 250. On 9th telegraph pole east of mileboard 717 Feet. 2065.34 2061.59 2068.48 2069.75 2071.738 2048.69 2029.48 2021.337 2043.87 2050.277 2053 -79 2053.30 2059.28 2061.86 2058.152 2052.39 MAt> 316 Distance from Warman Station. Miles. 229.06 230.96 231.28 233.48 235.52 237.46 238.29 239.64 239.65 239.72 240.84 242.48 243.11 245.71 247.34 leyellixg operations Warman to Edmonton. Preciae Level Linen F. and L. Along Canadian Northern Railway. 299 Locality and Description. Bridge 718.3. On nail at north end of middle cap beam Minburn station, base of rail Road crossing, east of sec. 15, tp. 50, rge. 10 Elevation. T.B.M. 245. On 16th telegraph pole east of mileboard 723 i.M. — L 29. Minburn. About 550 yds. west of station, at 10th telegraph pole west of mileboard 720, 3 ft. north of south right of way fence, on bolt set in concrete in pipe P.B.M.— L 28. About 41-4 miles east of Innisfree Midway between 13th and 14th telegraph poles east of mileboard 725, 3 ft. north of south right of way fence, on bolt set in concrete in pipe Bridge 726 .4. On nail at north end of middle cap beam Road crossing, east of sec. 2, tp. 51, rge. 11 Road crossing, east of sec. 3, tp. 51, rge. 11 Innisfree station, base of rail P.B.M.— L 27. Innisfree. About 200 yds. south of station. Bank of (Commerce, north end of east found ation wall, about 2 ft. above ground, copper plug . . T.B.M. 239. On 4th telegraph pole east of mileboard 730 Bridge 731 .4. On nail at south end of east cap beam . P.B.M.— L 26. About 4}4 mWes east of Ranfurly station. Midway between 3rd and 4th telegraph poles west of mileboard 732, 3 ft. south of north right of way fence, on bolt set in concrete in pipe Bridge 734 . 7. On nail at south end of middle cap beam Ranfurly station, base of rail Feet. 2071.28 208" - 2090.93 2090 . 042 2107.13 2148.745 2174-37 2191-54 2229.55 2229.65 2235-043 2223.71 2201.58 2191.236 215352 2151.86 300 TOPOORAPBlCAl SURTETS BRAXCB '}_. M 11 -t: I I I MAP 316 Warman to Edmonton. Precite Lrtel Lines F. and L. Along Canadian Northern Railway. Distance from Wannan Station. Miles. 247.82 248.26 248.76 250.08 251.57 252.73 253.84 254.36 254.96 256.00 256. 3L, 258.15 259.70 260.28 262.63 262.86 Locality and Description. P.B.M.— L 25. Ranfurly. About 850 yds. west of station, midway between 6tii and 7th telegraph poles east of mileboard 737, 3 ft. north of south right of way fence, on bolt set in concrete in pipe Roadcrossing, east of sec. 21, tp. 51,rge. 12 Bridge 737 . 9. On nail at north end of west cap beam . Bridge 739 . 0. On nail north end o| east cap beam . . . . P.B.M.— L 24. About 4.7 miles east of Lavoy. 50 ft. west of 15th telegraph pole east of mileboard 741, 3 ft south of north right of way fence, on bolt set in con^ rr!?te in pipe Bri 1*^6. On nail at north end of west cap beam T.B.M. 229. On 6th telegraph pole east of mileboard 743 Bridge 743 . 3. On nail at north end of east cap beam . Roadcrossing, east of sec. 33, tp. 51, rge. 13 P.B.M. — L 23. Lavoy. 550 yds. east of station building, 8 ft. east of 1st telegraph pole east of mile- board 745, 3 ft. south of north right of way fence, on bolt set in concrete in pipe Elevation. Lavoy station, base of rail. T.B.M. 22G. On 4th telegraph pole west of mileboard 747 Road crossing, north of sec. 12, tp. 52, rge. 14. P.B.M.— L 22. About 5 miles east of Vegreville. 20 ft. west of 8th telegraph pole west of mileboard 749, 3 ft. south of north right of way fence, on bolt set in concrete in pipe .... T.B.M. 22:^. On I3th telegraph pole east of mileboard 752 Road crossing, north of sec. 9, tp. 52, rge. 14 . Feet. 2162.892 2169.75 2185.88 2216.26 2252.974 2231.69 2215.27 2204.71 2204 . 86 2202 . 908 2202 . 66 2207 . 30 2197.41 2183.297 2118.53 2115.29 LEVELLiya OPERATloyS 301 Warman to Edmonton PrecUe Lnel Lines F. and L. Along Canadian Northern Railwv. MAPS 315, 316 Distance from Warman Station. Miles. 264.46 264.66 264.74 265.23 266.01 266.14 266.71 267.47 268.58 268.81 269.64 271.86 272.18 273.87 274.47 Locality and Doscription. Elevation. Road crossing, north of sec. 17, tp. 52, rge. 11 . P.B.M.— L 21. Vegrevillc. 1000 yds. east of station 45 ft. east of 14th telegraph pole east of mileboard 754, 3 ft. north of south right of way fence, on bolt set in concrete in pipe Vermilion river, water, 2068.50; on nail at south end of cap beam \ogreville station, base of rail Road crossing, east of section 24, tp. 52, rge. 15. Vegreville. switch point, Calgary line T.B.M. 220. Oi 756 "lepraph pole east of mileboard Road crossing, east of sec. 23, tp. 52, rge. 15 P.B.M.— L 20. About 3.6 miles southeast of Raith. 15 ft. east of 15th telegraph pole east of mileboard 758, 3 ft. south of north right of way fence, on bolt set in concrete in pipe. Bridge 757 . 7 . On nail at south end of east cap beam . . T.B.M.— 218. On 13th telegraph pole east of mile- board 759 P.B.M.— L 19. Rait)>. About 565 yds. east of station, midwav between Gth and 7th telegraph poles east of mileboard 7G1, 3 ft. south of north right of way fence, on bolt set in concrete in pipe Raith station, base of rail. T.B.M. 215. On 5th telegraph pole east of mileboard 763 Bridge 763.4. On nail at north end of middle cap beam Feet. 2083.57 2081 .946 2081.01 2083 . 30 2090 . 77 2091.25 2081.67 2099 . 89 2116.444 2110.86 213I55 2167.569 2169.93 2194.31 2194.92 ill ill m 'A a I MAP 315 TOPOaRAPBICAL fIVRTETS BRAKCH Warman to Edmonton Precise Letet Line* F. and L. Along Canadian Northern Railway. Distance from Warman Station. Miles. 275 67 276.65 278.68 27fl.05 279.91 280.09 281.68 282.04 284.18 284.89 286.13 286.44 288.00 290.21 Locality and Description. P.B.M.— L 18. About ^]4 miles southeast of Mundare. 95 ft. east of 12th teloRraph pole east of milcboard 765, 3 ft. north of south right of way fence, on bolt set in concrete in pipe Elevation. T.B.M. 213. On 13th telegraph pole east of mileboard 766 P.B.M.— L 17. Mundare. 750 yds. east of station building, 16 ft. east ••! i4tl» telegraph pole east of Mundare station, 3 ft. south of north right of way fence, on bolt set in concrete in pipe Mundare station, base of rail Roa«l crossing, north of sec. 19, tp. 53, rge. 16 T.B.M. 210. On 1st telegraph pole west of mileboard 769 Bridge 770 . 7. On nail at north end of west cap beam . . P.B.M— L 16. About 4.1 miles southeast of Hilliard. At 3rd telegraph pole west of mileboard 771, 3 ft. south of north right of way fence, on bolt set in concrete in pipe T.B.M. 206. On 4th telegraph pole west of mileboard 773 Bridge 773.8. On nail at south end of east cap beam . . Hilliard station, base of rail P.B.M.— L 15. Hilliard. 550 yds. west of station board, 35 ft. west of 4th telegraph pole west of mile- board 775, 3 ft. south of north right of way fence, top of iron pipe filled with concrete T.B.M. 202. On 5th telegraph pole west of mileboard 777 P.B.M.— I, 14. About 334 miles east of Chipman Midway between 3rd and 4th telegraph poles east of mileboard 779, 3 ft. north of south right of way fence, on bolt set in concrete in pipe Feet. 2212 744 2227.39 2259- 145 2255.16 2237 85 2239.12 2248 . 00 2257-587 2263.50 2280.19 2275 56 2268.792 2215-37 2197.500 ■■■■■ LEVF.tlAya OPKRATIONS 303 MAP 315 Warman to Edmonton Precise Letel Li'nra F. and L. Along Canadian Northern Railway. Distance from Warman Station. MUes. 291.23 292.47 293.48 293.66 294.36 295.35 296.34 297.19 298.91 300.99 300.92 302.34 304.23 304.39 306.30 I/>caUty and Ucaoription. Beaverhills Creek, water, 2175.76; on nail at north end of east beam T.B.M. 198. On 2nd telegraph pole west of mileboard 781 Road crossing, cast of sec. 30, tp. 54, rgc. 18. Chipman station, ba.se of rail Elevation. P.B.M.— L 13. Chipman. About H mil" west of station, 90 ft. east of mileboard 783, 3 ft. south of north right of way fence, on bolt set in concrete in pipe ! T.B.M. 195. On 2nd telegraph pole east of mileboard 784 Bridge 784 . 9. On nail at north end of west cap beam . P.B.M. — L 12. About 4 miles east of Lamont. 7 ft. west of 3rd telegraph pole southeast of mileboard 786, 3 ft. south of north right of way fence, on bolt set in concrete in pipe Bridge 787.4. On nail at north end of east cap beam. . P.B.M.— L 11. Lamont. Ojjposite station building, D. R. Davis Co , Ltd., Elevator, west end of north foundation wall, copper nlug set in concrete Lamont station, base of rail. Bridge 790.9. On nail at north end of middle cap beam Road crossing, east boundarv of section 26, tp. 55, rge 20 P.B.M.— L 10. About 3 miles east of Bruderheim About 70 ft. east of mileboard 793, 3 ft. north of south right of way fence, on bolt set in concrete in pipe. . . T.B.M. 184. On 3rd telegraph pole east of mileboard 795 Feet. 2189.30 2187.95 2197.84 2197.00 2188.720 2169.34 2163.05 2168.324 2153 29 2139.684 2140 55 2125.56 2134.20 2140.499 2095.39 304 MAP 31$ Distance from Warman Station. Miles. 307.64 TOPOURM'HUWI. smVKYS HRASCB Warman to Edmonton Prrcme /,<■»./ Linet F. ami h. Along Canadian Northern Kailway. Locality and Description. 307.66 308.94 Elevatio Brudcrheim station, bas^o of rail Bridge 797 . 5. On nail at north end of west rap beam . . 309.29 Road cros.sing, E. by. sec. 36, tp. 55, rge. 21 310.48 T.B.M. 180. On 2nd telegraph pole west of ^ileboard 311.42 311.99 312.45 314.22 314.32 314.38 314.67 316.39 317.32 317.74 AK r/r^r" "■^'"'"* ^'i mil*''* north of Scotford Hoad crossing, E. by. sec. 27, tp. 55, rge. 21 ^foL :.^^^: ."" ^'* telegraph pole west of mileboard Bridge 802.7, water fence, on bolt set in concrete in pipe . ^ ^fd3.^:.^^*^:..^" ^'* telegraph pole ea.st of mileboard Scotford station, base of rail T.B.M. 174. On 1st telegraph pole east of mileboanl 80o Road cro.ssing, east of sec. 12, tp. 55, rge. 22 ^■?;A^~ ^ 6. About 4 miles northeast of Fort Sask- S t ;Tnorth°rf li'V*- ""?' "^ mileboard 806. 3 ft. -.outh of north right of way k-nce. on bolt set in .„„. Crete in pipe 318.58 iRoad crossing, E. by. of sec. II, tp. 55, rge. 22. Feet. 2076.2 2075-5 2058.1 2074.11 2067. 8( 20 6() . 30 2070.88 2072.03 2052 . 80 2064.05= 2061.51 2068.33 2070.04 2070 . 00 2063.438 2063 • 28 .iisn Feet. riioli. Iiy I.. (). U. l)i«iii-. D.I.. I'.H.M. (j o:.'oii court-liiiUM'. I'lirtimc 111 rrairic. .Manitiiliit. I'liotohy !..(». H. DoziiiK. I).I,..<. P.B.M. (i ;i.'.\ im Imu:'!- owmtl l.y E. \V. Vuill, Tiiniilinr, Manitoha. 7:<0"5-p. 3()4. ! • 1 LK\r.U.ISU OPBKATIOya 300 MAP SIS Waruan to Edmonton. pntitt Ltttl Liiut F. t*i L. Alunq Canadian Northern Railway. Diatancn from W(inn»n Htation. Locality and Dritrriplion. Elevation. Mile*. 318.91 320.89 321.58 321.77 323.11 323.11 323.11 323.11 324.99 325.59 '326.67 326.67 327.43 327.47 T.B.M. 172. On IhI telegraph pole east of niileboard 807 Ross creelt, water, 2013 . 70; base of rail Ross creek. On nail at south end of west cap l>eam. . . . P.B.M.— L 5. Fort Saskatchewan. About 350 yds east of station, east end of south foundation wall of School House in lot 9, about 15 inches above ground, copper plug Fort Saskatchewan station, base of rail. North Saskatchewan river, water level, September 3rd. 1914 Public Works Department B.M. 9. Fort Saskatchewan. On Canadian Northern Railway bridge over North Saskatchewan river, on northeast face of most westerly pier, about 3 ft. above ground, on mark painted black P.B.M. — L4. Fort Saskatchewan. Canadian Northern Railway bridge over North Sa.skatchewan river, on top of north end of most westerly concrete pier, on top of brass plate T.B.M. 168. On bolt 165 yds. west of the east end of Canadian Northern Railway bridge. Fort Saskat chewan, west side of bridge Road crossing, surveyed trail, sec. 25, tp. 54, rge. 23 . . . Bridge 813.0. On nail at north end of east cap beam. . Bridge 814. 1, water, 2046.90; base of rail Bridge 814 .1. On nail at south end of west cap beam. . River Bend station, base of rail P.B.M. — L 3. River Bend. 65 yds. west of station buildmg, about 10 ft. west of 3rd telegraph pole east of mileboard 815, 3 ft. south of north right of way fence, on bolt set in concrete in pipe 73075—20 Foot. 2o62 . 59 2041.20 2038.95 2050.950 2049 03 196O.80 1986.202 2007.162 2046.37 2070 . 90 2086.46 2113-35 2112.02 2117.65 2116.444 aoe rul'ttURM'HIiM • ' HVtM* HHASCB Wakman to .OMONTON. Prtcitt it fj ! .»»! F. «w* L. Along Canadian .iiurrn Railway. MAP IIS MilM. 329.68 331.15 331.50 331.69 331.89 333.59 334.57 336.05 337.31 338.24 339.42 342.04 u'l >><> i> weMt of milcboard I ^e of rr I \u T.B.M. 162. On Ist tei ^; 817 HonschillH ercek, water, ? •? Oliver station, base of mi' Road croHsing, north of m P.B.M.— L2. Oliver, tii'yds. w. i i ion buildinn, about 40 ft. went of 7tl tclcurupli po.. west of mile- board 819, 3 ft. soutii of m.riJi right ol way fence, on bolt set in concrete in pipe •ii, t,. ;e. 23. T.B.M. 158. On 2nd tel.Krapli pole east of mileboard 821 Roinl crossing, north of sec. 24, tp. 53, rge. 24 City of Edmonton B.M. 8. North Edmonton. On Can- adian Northern Railway right of way. About 330 yds. east of east line of Norton street, 3 ft. south of north right of way fence, marked " Elev.ition 192.66" Road crossing. Alberta avenue Rat creek, water, 2126.50; base of rail P.B.M.— L 1. Edmonton. Queen's Avenue school building, northwest corner, north face of window sill, about 3 inches above ground, copper plug City of Edmonton B.M. 12. On Grand Trunk Pacific Ry. right of way, 130 yds. west of west side of Namayo Ave., 1 ft. south of north right of way fence, marked "Elevation 237.32" 2139 >4 3146.00 2144 95 2142.00 2139 5»7 2136.03 3143.00 2 149 563 2168.80 2171.90 2187.215 2194.150 '\m Jl.- ; >o MAP lit. IM I Diatanrc froni I'rince \lbert P(h.l OfBw. ' Kl KI.I.IMt IH'HUATIUSH PhIM'E AlBBKT to HlDHON Ha* JtNlTIOS. PrertM- f-etfl l.int it. Alono Canadian Northern Hnilwny. 112 3 82 9. BO 0.80 10.47 1(5.50 17.27 17.47 25.65 25.86 33.18 73075- Ixtmlity nmi Utwriptiuii. Elevation. P.n.M.— r, 1. Prince Allx-rt. On ("anadiiin *' 'them Hy rijilit i>f way. alMnit 300 yii^i. cact nf co —i, t; of Sixth avcnuf cast, 2 ft. north '>f tin- nouth v.^ixX of way fenre, and ai)out 4S ft. m\\\\\ of (ciitrc of track, on t.>i» of plate on concrete pillar Grand Tnini*. Pacific Hy. H.M. On -"pike in Canadian Northern Ky. telejfrapii pole lu milelHinrd 357, al'out .")0 ft. northwest of the inter-edion of the i entre lines of thetworiiilway-, pole marked "( l.T. P., li.M.,l.')05.52." Davi.s station, base of rail P.B.M.— (i 3. IJavis. About 24(1 mIs. east of station building, 6 ft. south '>f north rifsht of way fence, and about lO.'i It. north of centre of track, on phvte on concrete! nillar South Saskatchewan river, water, Dec. 11, I'.'H. Fenton station, base of rail P.B.M.— (J .').(Indian Reserve). Caoadian Northern Hy bridge over Sotith Saskatchewan river, j._, mile north' west of Kenton station, on top of plate set in top of middle i)f mu-t northerlv -concrete pier, marked "T.S. B.M." P.B.M.— (i (), (Indian Heservc). Kenton. AlM.ut360 yds. southeast of Kenton station building, 2 ft. sDuth of north right of way fence and about 120 ft. north of centre of track, on plate on concrete pillar Birch Hills station, base of rail. P.B.M.— C. 8. Birch Hills. About 320 yds. east of station buildinp, 2 ft. south of north right of way fence, an 1457.690 1506.23 1501 ■ .257 1483-51 308 m^: m '■i ', TOI'OdK.ll'BlC.iL SLKVEYS BR.INCU Prince Albert to Hudson Bay Junction. Precite Lael Line G. Along Canadian Northern Railway. MAP 169 Distance from Prince Albert Post Office. MUes. 33.35 38.02 38.06 43.90 43.97 44.76 51.21 54.53 62.74 62.86 69.02 69.66 76.44 Locality and inscription. P.B.M.— G 10. Bran.speth. About 220 yds. ca.st of waiting room, 5 ft. south of north right of way fence and about 1 15 ft. north of centre of track, on plate on concrete pillar Weldon station, base of rail P.B.M.— G 12. Weldon. (Destroyed.) P.B.M.— G 14. Kinistino. About 500 yds. west of station buildinfr, and 170 ft. south of centre of track 60 ft. west of mileboard 317, on plate on concrete pillar P.B.M.— G 15. Kinistino. School-house, on west face in third row of brickwork, about 5 ft. above ground, 3 ft. 4 ins. from south west corner, mark t . Elevation. Kinistino station, baf>e of rail. P.B.M.— G 16. Beatty. About 560 yds. west of station building, 4 ft. north'of south right of way fence, and about 180 ft. south of centre of track, on plate on concrete pillar Beatty station, base of rail. P.B.M.— G 18. Melfort. About 280 yds. west of station building, 3 ft. south of north right of way fence, and about 45 ft. north of centre of track, on plate on concrete pillar Melfort Station, base of rail. P.B.M.— G 20. Naisberry. About 66 yds. west of station building, 3 ft. south of north right of way fence, about 120 ft. north of centre of track, on plate on concrete pillar Naisberry station, base of rail. P.B.M.— G 22. Star City. About 220 yds. west of station building, 3 ft. north of south right of way fence, and about 120 ft .south of centre of track, on plate on concrete pillar Feet. 1484.290 1495 72 1515-340 1524 749 1518.06 1486.475 1489.41 1515 713 1518.08 1572.482 1576 30 1538216 LEVELUSa OPFRATIOyS Prince Albert to Hudson Bay Junction. Precitt Level Line G. Along Canadian Northorn Railwaj\ MAPS 269. 270 Distance from Prince Albert Post Office. Miles. 76.55 81.25 83.21 83.30 88.86 88.93 98.47 98.68 100.45 102.41 102.44 102.93 110.25 110.54 118.00 Star City station, base of rail. Locality and Description. P.H.M.— C. 23. Water tanlv, 4.7 miles east of Star City, on bolt leaded horizontally into concrete foundation, west corner of south face P.B.M.— C. 24. Valparaiso. About 140 yds. west of waiting room, 2 ft. north of south right of way fence, on plate on top of concrete pillar Elevation. Valparaiso station, iiuse of rail. Tisdale station, base of rail P.B.M.-i; 25. Tisdale About 120 yds. east of staticm buihiinn, 4 ft. north of south right of way fence, and about 180 ft. south of centre of track, on plate on concrete pillar P.B.M.— Ci 27. Osgood. About 3.50 yds. west oi station buiUiing, 48 ft. north of centra of track, on plate on concrete pillar Osgood .station, base of rail 'Murpliy station, base of rail (rooked River station, base of rail P.B.M.— Ci 28. Crooked River water tank. Kast end of south face, on top of spike in top of fouiuiation beam, marked -+■ P B M.— O 29. Crooked River. About 900 yards east of station building, and 46 ft. soutli of centre of track, on plate on concrete pillar Peesane station, bas<> of rail P.B.M. —Ci 30. Peesane. About 525 yils. east of sta- titm building, and 48 ft. north of centre of track, on plate on concrete pillar P.B.M. — tl 31. About 3} .> tniies west of Mistatim new- station, about 180 ft. west of mileboard 243, 48 feet south of centre of track, on plate on concrete pillar. Feet. 1539-33 1537 307 i5«5-493 1514-80 1477.04 1484.929 1489.744 1495 42 1503-87 1494.00 1492.035 1505.702 1606.74 1606.875 1579-395 1 m 310 TOIfKin.M'HlCM. SVRVKYS BRAWB il MAP 270 Prince Albert to Hudson Bay Junction. Precise Level Line (l. Along Canadian Northern Railway. Distance from Prince Albert Past Office. MileH. 120.24 120.83 121.37 125.18 126.80 128.80 129.14 13.1.76 136.08 136 51 140.04 148.07 148.39 Old Mintatim station, base of rail. . P B M.— G 32. New Mistatim. About Yi mile west of station building, 13 yds. east of 6th telegraph pole west of mileboard 240, on plate on concrete pillar . . New Mistatim station, base of rail Ix>oality and Description. P B M.— G 33. About 3?4 miles east of new Mistatim station, 18 yds east of 4th telegraph pole east of mileboard 236, 48 ft. north of centre of track, on plate on concrete pillar P.B M.— G 33A. Water tank, about 5J4 miles east of new Mistatim station, on nail in northea.-it face of woodwork, 2 ft. 6 ins. from corner and about 10 ins. above ground P.B.M.— G 34. Bannock. About 500 yds. west of section house, 6 yds. west of 7th telegraph pole west of mileboard 232, on plate on concrete pillar Bannock station, base of rail. Shaws station, base of rail. . P.BM. — (i 35. Prairie river, about .500 yds. ea.st of Shaws station, 115 yards east of mileboard 225, 48 ft. south of centre of track, on plate on concrete pillar Prairie River stati(>n, base of rail . . P.B. M.— G 3fi. About 3^ miles east of Prairie River station, 2 yds. east of mileboard 221, 48 ft. north of centre of track, on plate on concrete pillar Greenbash station, ba.«e of rail. P.B.M.— G 37. GreenbuSh. About 560 yds. east of station builiding, 48 ft. north of centre of track, on plate on concrete pillar Elevation. Feet. 1586.29 1589.170 1595 82 1645.671 1628.780 1599 054 1597 60 1532 51 I54I 068 1546 81 1552 219 1410.72 I4I8.5I2 MAP 270 LEVELUSa OPKRATlOyS Prince Albert to Hudson Bay Junction. Precite Level Line O, Along Canadian Northern Railway. 311 Distance from Prince Albert Post Office. Miles. 151.55 156.03 160.54 161.19 161 fl 161 62 161 70 162 25 Ijocality and Description. P.B.M.— G 38. About SJ-g miles east of Greenbush station, and about 360 yds. west of bridge number 209.2, on top of large white flint rock, 17 ft. south of centre of track, marked " B. /tk M " P.B.M.— G 39. About 5.6 miles west of Hudson Bay Junction station, and about 150 yds. west of mile- board 205, 48 ft. south of centre of track, on plate on concrete pillar Elevation. P.B.M. — G 39A. Hudson Bay Junction. About one mile west of station, 52 ft. west and 6 ft. north of 4th telegraph pole west of signboard "Hudson Bay Junc- tion, Water," on plate on concrete pillar P.B.M.— G 40, Hudson Bay Junction. About 900 yd«(. west of station building, 48 ft. south of centre of track, and opposite to the 4th telegraph pole east of mileboard 200, on plate on concrete pillar (Damaged) jHudson Bay Junction, on switch point. Pas branch. . . P.B.M. — G 42. Hudson Bay Junction, water tank, on top of plate set in concrete foundation at south corner of structure Hudson Bay Junction station, base of rail. P.B M.— G 41. Hudson Bay Junction. On Pas branch, about ?4 mile north of Junction with Prince Albert-Dauphin line, 48 ft. west of centre of track, on high bank, on plate on concrete pillar Feet. 1396.684 1296.227 1234.015 1226.890 1223.30 1225.164 1219.13 1231.747 912 TOVOilHM'HlVAL SI KVKYS BHAWB I, ; ■ ! MAP 114 Calgary to Edmonton. Prtcine Lnel Line H. Along Canadian Pacific Railway. Distance from Caliwry Station. Miles. 0.00 0.20 0.21 0.46 0.91 0.92 2.80 2.95 2.95 4.72 6.78 Ixicality and DeHcription. Bench Marks, City of Culgary. P.B.M. — H 1. Canadian Pacific Hailway, Centre Street station, main entrance to waiting room, traclc side, on top of southeast corner of door s*ill P.B.M.— H 2. On MacDougall block, in south wall, in lane, 7 ft. west of west side of First Street F)a8t, 15 inches above jtround, on copper ■Mug set horizontally in wall Irrifsation — B.M. Old Post Office buildi-.g, in west wall, on brass bracket near northw st corner. (This B.M. subsequently destroyed owing to building being taken down. Inserted here for comparison) P.B.M.— H 3. City Hall, on top of small wall at north east corner of building, on top of brass plate P.B.M. — H 4. Langevin Bridge, Fourth Street East. ()n top of northeast corner of wing wall, at north end of bri. Calgary and Edmonton Ry. bridge over Bow river, on top of southerly pier, west side of track marked ,\ Elevation. P.B.M. — H 6. Calgary and Edmonton Ry. bridge over Bow river, on top of northerly pier, cast side of track, on top of bra.ss plate Bow river, water, May 28, 1913, 339.').. 50; ba.se of rail. T.B.M. 4. On 5th telegraph pole north of mileboard 3 P.B.M.— H 7. About 3.7 miles south of Beddington. Ea.st side of track, opposite 3rd telegraph pole north of mileboard 5, on top of brass plate set in large boulder Feet. 3438-916 3437 Oil 3436.331 3429 -777 3428.988 3428.960 3405-865 3407-369 3411-70 3417 II 3449.100 LEVEUJSa oPERATioys Calgahy to Edmonton. Prteite Lntl Line H. Along Canadian Pacific Railway. 313 MAP 164 Distance from Caliwry Station. Miles. 8.69 9.09 10.47 10.72 12.65 15.41 16.66 18.54 20.62 20.71 22.55 23.62 25.55 27.52 27.56 29.56 30.65 Locality and Description. T.B.M. S. On 4th tfloRraph polo north of milcboartl 7 Nose creek, water, 3451 .70; base of rail Beddingion station, base of rail Elevation. T.B.M. 12. On 3rd telegraph pole north of mileboard 11 r.B.M. 10. On 5th telegraph pole north of mileboard 9 P.B.M. — H 9. About 0.7 mile south of Balzac. On top of north end of east wall of concrete culvert, on top of brass plate Balzac station, base of rail. T.B.M. 16. On 3rd telegraph pole north of mileboard 15 r.B.M. 18. On 1st telegraph pole south of mileboard 17 ' Airdrie station, ba.se of rail. Feet. 3457-47 3462.93 3477-70 3481 -72 3515-82 3529-544 3543 70 3538-25 P.B.M. — H 10. Airdrie. Steel bridge over creek about l.iO yds. north of station building, east end of south concrete abutment, on top of brass plate T.B.M. 21. On telegraph pole, mil board 21 P.B.M.— H 11. .\bout 3 miles north of Airdrie. 200 yds. south of mileboard 29., on north end of east wall "of concrete culvert, on top of brass plate T.B.M. 24. On rail rack near mileboard 24. . Nose creek, water, 3563 .00; ba,se of rail T.B.M. 26. On telegraph pole, mileboard 26. T.B.M. 28. On rail rack near mileboard 28. . Crossfield station, base of rail 3551 - 45 3550-70 3548-894 3574 38 3559 194 3561 14 3578 20 3578 -79 3620.33 3633 .60 if i 314 MAP 164 TOroilRM'HlCAL HVRVKYS BRAXCH Calgary to Edmonton. Predit Leiel Line H. Along Canadian Pacific Railway. Diatance from Calgarj' Station. Miles. 30.68 30 82 31.09 32.61 33.57 35.53 36.42 37.49 38.33 38.48 38.48 38.55 40.40 40.85 41.08 41.35 Locality and Dracription. P.B.M.— H 13. Crossfield. Bank of Commerce build ing, near south end of front foundation wall and about VA ft- above ground, on iron plug set horizontally in wall Summit, highest point between Calgarj- and Edmonton. Road crossing, east of sec. 35, tp. 28, rge. 1 T.B.M. 31. On rail rack near mileboard 31 Elevation. P.B.M.— H 14. About 3 miles north of Crossfield. 60 yds. north of mileboard 32, on north end of east wall of concrete culvert, on top of brass plate T.B.M. 34. — On Ist telegraph pole .south of mileboard 34 Wessex station, base of rail. T.B.M. 36. On 2nd telegraph pole south of mileboard 36 Road crossing, east of sec. 33, tp. 29, rge. 1. Carstairs creek, water, 3382.50; base of rail. Local depression P.B.M. — H. 15 About V/2 miles .south of Carstairs. On steel bridge No. 36 . 8, at east end of top of southerly concrete abutment, on brass plate T.B.M. 39. On 5th telegraph pole south of mile- board 39 Road crossing, north of sec. 8, tp. 30, rge. 1. Carstairs station, base of rail P.B.M.— H 16. Carstairs. Merchants Bank building at north end of east foundation, about 1 ft. above ground, iron plug set horizontally in wall Feet. 3639 402 3637 61 3632.30 3557 ^t 3507. 75 « 3442.56 3445 70 3428.00 3399 40 3399 00 3399.00 3396.602 3456.20 3474 60 3476. lo 3477-713 U:\EU.l\U OPERATIONS Calgary to Edmonton. Prtriiie Lettl Lint if. Along Canadian Pacific Railway. 315 MAP )M Difttanrc from Calg^ary Station. Miles. 42.36 43 12 44.49 45.85 47.89 47.90 48.08 48.21 50.93 51.05 52.84 52.90 55.12 56.59 Locality and Dvsrription. T.B.M. 41. On 7tli ti'U'graph pole south of mileboard 41 Local summit . T.B.M. 43. On 4th teleRraph pole south of mileboard 43 Elevation. Feet. 3504.98 3523 10 3464 70 P.B.M.— H 17. About 4.8 miles north of Carstairs 8 telegraph poles north of mileboard 44, on top of south eml of easterly wall of concrete bridge, on brass plate Road crossing, north of sec. 7, tp. 31, rge I T.B.M. 47. On 12 th telegraph pole north of mile- board 46 Didsbury station, base of rail. P.B.M.— H 18. Didsbury. Union Bank building. At north end of east foundation wall, about 1 ft. above ground, on iron plug set horizontally in wall T.B.M. 50. On 10th telegraph pole north of mile board 49 Rosebud river, water, 3303.10; base of rail. Rosebud station, base of rail 3434 053 3413 05 3412. 21 3412 55 3413 777 3313 '>7 3312 10 3364 .70 T.B.M. 52. On 10th telegraph pole north of mile- board 51 T.B.M. 54 On 16th telegraph pole north of mileboard 53 Road crossing, east of sec. 29, tp. 32, rge. 1. 3366.26 3370.08 34«5 JO 57.12 T.B.M. 56. On 14th telegraph pole south of mile- board .56 3403 45 58.14 Olds station, base of rail. Hi 11 3414.20 sit TOPOaKAl'HICAL SVRrHYS BHAKCB II y. MAPS 214, lis Caloarv to Edmonton. Prrcite Lnel Lint H. Along Canadian Northern Railway. DiMancc from Calgary Station. Miles. 58.39 58.41 60.46 60.66 62.44 64.56 64.65 67.15 67.15 68.88 69.01 69.42 70.78 71.57 73.49 73.54 Lorality and Dwcription. P.B.M.— H 20. Olds. Bank of Commerce building at northeast corner of foundation wall, about 1 ft. above ground, iron plug set horizontally in wall .... Road crossing, north of sec. 32, tp. 32, rge. 1 On 4th telegraph pole south of mile- Elevation. T.B.M. 59 board 59. Road crossing, north of sec. 9, tp. 33, rge. 1 On 4th telegraph pole south of mile- T.B.M. 61 board 61 . Neiook station, base of rail . T.B.M. 63. On 2nd telegraph pole north of mile- board 63 P.B.M.— H 21. About \% miles south (»f Bowden. 16 telegraph poles north of mileboard, 65 on top of south end of easterly ./all of concrete bridge, on brass plate . . . ., VVater in creek at B.M. — H 21. Bowden station, base of rail. . . P.B.M.— H 22. Bowden School building, at west end of north foundation wall, about 1 ft. above ground, on iron plug set horizontally in wall Road crossing, north of see. 23, tp. 34, rge 1 . Kopd crossing, east of sec. 25, tp. 34, rge 1. T.B.M. 70. On 1st telegraph pole south of mile- board 70 T.B.M. 72. On 3rd telerr ;ph pole south of mileboard 72. P.B.M. H 23. About i^i miles north of Bowden, 5 telegraph poles south of mileboard, 72 on top of south end of easterly wall of concrete bridge, top of copper P'ug Feet. 3412 485 3408.50 3404 65 3396.30 3323 36 3300.20 3300.42 3234 338 3227.50 3244.90 3282.606 3240.10 3192.10 3149 94 3081.85 3076.671 LEVELLlSa OPERATIOyS 317 i Calgary to Edmonton. Prtcitt Lntl Unt H. Along Canadian Pacific Railway. MAP IIS Diatance from Calgwy elUtion. MilM. 75.17 75.48 76.73 76.99 77.94 78.67 80.70 82.83 83.20 84.68 85.43 85.62 87.67 89.70 89.76 90.49 90.75 91.71 Bridge 73.5, water, 3025.80; base of rail T.B.M. 74. On 3rd telegraph pole south of mileboard 74 Innisfail station, base of rail liocality and Description. P.B.M.— H 24. Innisfail. Bank of Commerce building, Pine street, at south west corner of foundation wall about 1 ft, above ground, on copper plug set horizon- tally in wall Elevation. WasKrsu creek, water i T.B.M. 77. On 2nd telegraph pole north of mileboard 77 T.B.M. 79. On 3rd telegraph pole north of mileboard 79 T.B.M. 81. On 7th telegraph pole north of mileboard 81 Wa^kasu creek, water, 2936.90; base of rail T.B.M. 83. On 3rd telegraph pole north of mileboard 83, Penhold station, base of rail P.B.M.— II 26. Penhold. Section foreman's house, at south end of west foundation wall, about 1 ft. above ground, copper plug set horizontally in wall T.B.M. 86. On 2nd telegraph pole north of mileboard 86 P.B.M.— H 27. About 1 mile south of Tuttle. telegraph poles north of mileboard 88, at north end of westerly concrete wal'> of steel bridge on brass plate. Waskasu creek, water Waskasu creek, water, 2913.40; base of rail. Tuttle station, base of rail T.B.M. 90. On nut on east side of bridge over Waskasu creek, near mileboard 90 Feet. 3047.00 3055 99 3100.10 3107- 583 3034- 10 3022. 30 3026 43 2945 -92 2938.70 2953 70 2956 60 2954 399 2934 68 2924 .168 2918 .20 2920 .10 2918.50 2912.38 91t TOIthiRAPHICAl StRVF.YS BRAWB Calgary to Edmonton. Prreitf LettI Lint H. Along Canadian Pacific Railway. MAP Its Dintanoe from Canary St At ion. IxM-alily ami Dmoriptiun. Elevation. Milm. 91.71 03.59 <•" 60 93.70 93.70 94.11 95.19 95.64 95.67 95.72 95.72 97.64 98.18 99.54 99.88 101.42 103.16 104.46 VVaHkasu creek, water Waskasu creek, water, 2859.30; base of rail Switch point, Uocky Mountain Hou«> branch T.B.M. 92. On nut on west side of bridge over Waskaau creek, near mileboard 92 VVaskasu creek, water \Va.skasu creek, water, 2841 .40; base of rail Red Deer station, base of rail Local depression, base of rail P B M — H 28. Red Deer. Court House building, at north en rge. 27 ' T.B.M. 112. On base of most southerly switch stand, Lacombe Lacombe station, base of rail Switch point. Coronation branch line. P.B.M.— 11 34. Lacombe. Railway street. Day block, about 33 ft. south from property line of Bums Street, 1 ft. above sidewalk, on copper plug set horizontally in wall T.B.M. 114. On 5th telegraph pole south of mileboard 20 Bridge, water, 2761.20; base of rail. 2783 ^«4 2788.30 2857-30 2883.20 2887 . 10 2886.948 2875- 17 2809.53 2802 . 70 2798.04 2796.10 2795 40 2798.043 2774 39 2771.60 I 320 MAP l»f Calqarv to Edmonton. frtti— LntI Lim H. Alono Canadian Pac-ifir Knilway. DiatMlc« from Station. I>M-ality and Dntcription. Kk* vat ion. Mile*. 117.05 117.87 110.01 121.00 122.81 123.15 125.25 127.24 127.50 128.45 129.08 130.13 130.30 131.90 132.20 P.B.M. — H 35. Alwut SJi mili>^ north of Lucumbu. 7 ti'legrapb polf>i« north of milelmard 22, on top of north end of eauterly wall of concri'te liridK**, on bra»w plate Loehinvar Htation, hai«e of rail T.B.M. 118. On 7th telegraph pole south of miloboard 24 T.B.M. 120. On 7th telegraph pole south of mileboard 26 Morningside station, ha.se of rail P.B.M. — H 36. Morningnide. Section foreman's house at north end of east foumlation wall, about 1) feet above ground, on copper plug set horiaontally in wall T.B.M. 124. On rail rack near telegraph pole, mile- board 30 T.B.M. 126. On telegraph pole, mileboard 32 Road crossing, Calgary-Edmonton trail, sec. 30, tp. 42, rge. 25 P.B.M.— H 37. About VA miles south of Ponoka, 6 telegraph |)oles south of mileboard 33, at east end of northerly concrete abutment of bridge, on brass plate Battle river, water, 2627.00, 22nd July, 1914; base of rail Ponoka station, base of rail P.B.M. — H 38. Ponoka. Bank of Commerce building, at south end of east foundation wall,. about 3 inches above ground, on copper plug set horizontally in wall Road crossing, east of sec. 16, tp. 43, rge. 25 T.B.M. 131. On rail rack near mileboard 37 Fcot. 2764.649 2773.00 2777.10 277«I3 2810.80 2812.279 2712.39 2675.86 2669.20 2649 . 460 2642.60 2646.70 2650.154 2654.50 2649.75 l'l,..l,.|,K I. 11 If |).,/..l.. |).|..S. I'.H.M. W '- ' "" li"u-"' iiwnfil lp.» (li-ofKi' VVilKiii-.iii llii.l.M. (..ii. Miinm.l.n. I li i ii I'lH.lnliy I.. I>. H. I)../...!-'. D.I.. I'.lt M 1,1 :'.."■ ..n li!irn ■■v>ni.(l liy < 'Inirlia I.iriM.nl , \oiiill M.'iniliiliji. 73o;.v p. :(:■<». ;i' {: 1 , MAP MS LEVElUJfO OPERATlOyS Caloary to Edmonton. Prteut Lntl £>tM B, Along Canadian Pacific Railway. 321 DifUnee from SI MilM. 134.20 135.45 136.48 138.21 140.23 141.74 141.00 142.47 144.19 146.20 146.76 148.20 150.22 152.26 152.40 152.34 Locmlity mm! Deacription. T.B.M. 133. On 1st telegraph pole south of mileboard 39 Menaik station, base of rail . P.B.M. — H 39. Indian Reserve. 1 mile north of Menaik, 10 poles south of mileboard 41, at north end of west wall of concrete bridge, on brass plate T.B.M. 137. On 1st telegraph pole south of mileboard 43 T.B.M. 139. On telegraph pole, mileboard 45 Road crossing, Calgary-Edmonton trail, Indian Reserve Hobbema station, base of rail P.B.M. — H 40. Hobbema. Indian Reserve, Govern' mcnt Stores building, at west end of north foundation wall, about 4 inches above ground, on iron plug set horizontally in wall T.B.M. 143. On 1st telegraph pole south of mileboard 49 T.B.M. 145. On 1st telegraph pole south of mileboard 51 Navarre station, base of rail. T B.M. 147. On 1st telegraph pole south of mileboard 53 T.B.M. 149. On telegraph pole, mileboard 55. Wetaskiwin station, base of rail Switch point, HardL-ity branch ElevatioD. P.B.M. — H 42. Wetaskiwin, Merchants Bank building, Pearce street, at west end of foundation wall, 1 ft above ground, on copper plug set horizontally in wall Feet. 2632.33 2616.90 2620.617 2646.77 2669.43 2630.90 2626.20 2623.147 2559 72 2520.25 2517.60 2506.94 2504.18 2493.00 2493-30 2497 7 «3 4 i! 73075—21 f'J i t MAP 2»» Diatance from Cwgary SUtion. TopooRAPiiirM. smvErs nRwca Calgary to Edmonton. Prtdte hfrl tin* H. Along Canadian Pacific Railway. Locality and D«icription. Elevation. Miles. 152.34 „, . 1 ■ „ rs*« R M Merchants Bank building ^S'ljrSreerat L^hwe.Tcorner of foundation wail, about 3 inches above Rround, on hea.l of nail 154.23 It.B.M. 153. On Ist telegraph pole n<.rth of mileboard 59 154.23 156.18 2498.40 Road crossing, Calgarj-Edmonton trail, sec. 27, tp. 46, rge. 24 T.B.M. 155. On 1st telegraph pole south of tn»eboard| ^^^^^^ Feet. 2497 320 2494 88 61. 157 . 19 Bigstone station, ba.se of rail 157.76 158.18 Bigstone creek, water, 2464 .70; base of rail .B.M. 157. On Ist telegraph pole south of mileboard 63. 160.90 Pipestone creek, water, 2425.40; base of rail ,«i Ai PRM— H44 About M mile south of Millet. 11 161 .43 PBM- _ " miles north of mileboard 66, at east end of "£:& c^JTc^tfaEutment of bridge over Pipestone creek, on brass plate 162.02 163.17 165.22 167.23 167.41 168 22 169.37 2491.40 2485 5 « 2485 00 2448 10 2448 02>) 2473 30 Millet station, base of rail T.B.M. 162. On 1st telegraph pole south of mileboar.l ^^^^^^ 68 T.B.M. 164. On telegraph pole, mileboard 70 T.B.M. 166. On 1st telegraph pole north of mileboard 72. Road cr..ssing, Calgary-Edmonton trail, sec. 30, tp. 48, rge. 24 Kavanagh station, base of trail D n V! u A'i Kavanagh. Abotit 1 mile north of P.B.M.-H 45 Javan^J^.^^ .to Rudolph Redmond^ at west end of north foundation wall, on copper plug station, m hous; belonging .to Rudolph Redmond^ station, ^^ foundation wall, on copper plug ^ ^^^^^ set horiiontally in wall 2479 13 2506.59 250<> 00 2499 70 /.A.l t.l.l.lMl lH'KltiriOXS 323 MAP 315 ('ai,(!ary to Kdmonton. I'r.rmr l..iel L,n, II. ALON(i {"iiniidiiin Fiirific Hiiilwav. Milex. 171 37 17.1 87 173 37 174 03 Dintancp from C^aiRory Station. 174 63 170 2« 177 27 178 26 ITlt 27 im) 34 i80 34 182 40 T.B.M. 17(». On .ith tolejtraph pi)l(' north of miit'lMtuid 7t» jT-B.M. 172. < »n 4lh tcieffrapii pole north ot miicliounl 78 Koad onwHinfr, north of src. 23, tp. 49. rK<'. 2.") P.B.M. — H 46. i.ciluc. .\n(lerr«)n Wtwk (Star storf). lit -MiwthwfMt corntT of foundMiion w;ill. uttout 1 foot almvf (round, on coppiT pi-ag '<»'t liori»»tit!illv in wull. Lf'dur station, basw of rail T.B.M. 17"). On 1st tclf'iErapfe polf north of tnilfhoard 81 Road croHsinjt, north of ser. U, tp. 30, rgt'. 24 T.B.M. 177. On 2nd toU'uraph polo north of milclxmrd 83 Niskii station, liaso of rail T.B.M. 17!>. On +th tclcitraph pole north of mileboard 85 Koad rros^inR, cast of so*-. 2(>, tp. 50, rgp. 24 Elevation. Fwt ^44.^ 99 2409 33 2416 40 2395 433 2394 30 P.B.M. — H 47. About 3 milt-s north of Xisku. 6 tele- uraph [loles north of mih'board X7. at west end of southerly conerete abutment of bridge over Blackmud creek, on bra)«H plate 182 41 183 87 18-1 19 185 84 186 27 188 35 7307. Blaekmud en-ek, water, 2257 80; base of rail . liload erossinu, ("alKary-Edtnouton trail, see. 17, tp. 5il rge. 24 i T.B.M. 183. On rail rack near niileboard 89 Ellerslie station, base of rail T.B.M. 185. On 2nd telegraph pole north of tuileboard 91 P.B.M.— H 48. South Ednonton. 5 poles north of tnile- board 93, at east end of northerly abutment of bridge,; on copper plug i -21J 2378 46 2367 20 2348 54 2344 90 23.30 > 8 2323 10 2268 793 2272.70 2282 . 30 2281 13 2255 70 2348.86 3220 . 482 IM H .1! MAP 315 Dutance from Calnary Station. Milea. 190.24 191.26 TnrOdKM'HKM. sfRVKYS BB.4.\Cff Calgary to Edmonton. Prtcitt Ltcel Lint H. Along Canadian Pacific Railway. Lwality and Description. Elevation. Feet. T.B.M. 1>^1' ' 1*0 192.16 192.15 192.47 193.27 193.61 193.61 230il lO 2301.40 2176 276 )n 1st telenruph pole north of mil.b..ur.l O.-Jj 2208 1 5 uth Edmonton City B.M, No. 7 «" fP'I'^il.'^^J^^'J telegraph pole north of m.leboard 9b (Cit> d.-xation ^^^^ 254.64) I I •! 2204. W Strathcona station, base of riiil , Strathcona station, south end <.f door sill, waiting room.l track side Road crossing, Main street P B M -H 49. High level railway bridge over Saskat- chewan river, south abutment, west side of trestle work about 4 ft. below level of rail, on copper plug set horizontally in wall P R M — H 50. High level railway bridge, on top of northeast corner of most easterly of the four .onerete SedSat nearest south bank of Saskatchewan r.ver. on brass plate, marked l.b. o.m | P W 1) B M. No. 0. High level railw;ay bridge, on| ton of northeast corner of most easterly of the four, ScrJteTeSls nearest S. bank of ^^^^f I river. (This point is about 6 mches from B.M. H.)t), ^^^^ ^^^ and has same elevation) • :, . • u i„.,^ii 193.67 {Canadian Pacific railway, base of rad on h.gh level ^^^^ ^^^^ j bridge North Saskatchewan river, water. August IH, 19i:i.| 2018.60 p u M _H 51. High level railway bridge, on top of east end of northerly abutment, on brass plate, marked "T.S. B.M." BM Edmonton Canadian Pacific lailway station southw'"t cornerof door sill, main entrance to wa.t.ng ^^^^ ^^^ room, track side ^ Edmonton. Canadian Pacific railway station, base of railj 2182 5" Edmonton, Canadian Northern railway station, base ofj ^^^^^^ rail ' 193.67 193.76 194.34 194.34 195.19 2172 122 MAP }70 LEVELUyr, 0PFRATI0\S H1D8ON Bay JrN«TioN to Pas. Precitt Lnil Line J. Along Canadian Xorthern Railway. Dimanoe from H. B. Jet. Station. Lorality ami Di-^cription. Mile«. 0.00 12 IHudson Bav Junction, station, ha-ic or rail 0.75 2.60 2.97 3.40 5.02 6.00 6.24 P.B.M.— G 42. Hudson Bay Junction. Water tank, near west wye, on top of plat*- set in top of concrete foundation at south corner of structure Hud.son Bay Junction, switch point, west wye. Pas branch P.B.M.— G 41. About 3^ mii,> north of Junction with Prince Albert and Dauphin line, on high bank, 48 feet west of centre of track, on plate on concrete pillar Bridge No. 2.6, water, 1221 .5 : base of rail T.B.M. 3. On 2nd telegraph pole south of milehoard '< Bridge No. 3.4, water 1223.4; base of rail T.B.M. 5. On telegraph pole mileboard .") Bridge No. 6.0, water 1230.2: l)ase of rail Elevation. P.B.M.— J 1. About 2»4 miles south of Wuchec station, ,'4 mile south of middle of Ruby Lake .«70. 310 TOI'OaRAl'Hn'Ah SIKVns Bff ivrff Hudson Bay Junction to Pas. Prttit Level Line J. Along Canadian Northern Railway. Dutanrc from H. B. Jet. Station. Ix>rality and Description. MilPD. 12.97 14.99 17.01 17 72 17 97 20 00 20 24 22 00 24 Ol 25.80 Elevation. T.B.M. 13. On telograph pole milelwanl 13 T.B.M. I.'i. On 1st telegraph pole nouth uf milehoard 1.5 T.B.M. 17. On telegraph pole mileboard 17 p D yi _j 3 Ceba. .\iM)Ut }4 mile south of siding, 52') ft".' south of mileboard 18. and 48 ft. east of centre of track, on plate on concrete pillar t'eba station, base of rail T.B.M. 20. On telegraph pole mileboard 20 Overflowing river (branch), bridge 20.3, water r.B.M. 22. On telegraph pt»le mileboard 22 T.B.M. 24. t)n telegraph pole mileboard 21 PBM .1 3A About 1)2 miles south of Chemong sid'ing, (K> ft. south of bridge No. 25 9 and 35 ft. west. _ of centre of track, on plate on concrete pillar 113" .4" 2t5 35 ip.B.M.— J 4. (Destroyen a stump at their chainaKc ^-il ; "'Oft. west of centre line (elevation aet'ordinn to railway datum =865.42). Hudson Bav Kailway B.M. On Hud.son Bay railway. On a stump ut their chainage 402; 50 ft. west of centre of line. (Klevation aecording to railway datum = 849.20) B.M. No. 19 (loth Base). On 15th base line, 132 ft west of N K. eor. see. 35, tp. 56, rge. 26, on notch on 8-ineh spruce tree, 12 ft. south of line, marked " H M. XIX" Pert. 865.635 88n 682 891.96 875 90 863.47 /.Kl t:i.U\>l OfKHAfloSS 331 MAT 170 HlDM'N lUv Jl NCTION TO SWAN KlVER. I'rtr'M Ltt>l him K, AldHK Cunaiiian Northern Unilway. Milm. 0.00 12 2.43 4.38 4 44 0.39 0.44 8.2-) 8.40 8.50 8.50 10.34 12.35 14 35 14 95 10.28 I'.B.M.— (J 42. Hudmin Bay Junrtion. Watrr tank, on top of plat«' fft in top of contTcto foundation at ««uth corner of structun' Hudson Buy Junrtion, station, lmw«' of rail T.B.M. 3. On ti-lcgrnpli pole, niilel>uard 197 T.B.M. 5. On Ist tcicKruph p«jle went of milelM»uni 105. I'.B.M.— K 1 .\. About 4J null!* east of Hudson Bav Junction, 14 ft. east and 3 ft. north of 3rd telegraph pole west of mileboard 195, on plate on concrete jnllar T.B.M. 7 On Isi telegraph pole west of milel)oar«l 193. Hed Deer river (branch), water. 1104.7; base of rail.. .| Red Deer river, water, 1040.0; bai«e of rail P.B.M.— K 1. Erwood. About 1.000 ft. west of station. 4,58 ft. east of east end of bridge over Hed Deer river, 55 ft. west of mileboard 191, and 48 ft. nortli of centre of track, on plate on concrete pillar F.B.M.— K 2. Krwood. Facing station platform and 40 ft. south of centre of track, on bolt .set in top of concrete pillar, 2 ft. square, and .standing 2' a ft. above ground Erwood station, ba.se of rail. !T.li.M. 11. On 2nd telegraph pole west of mileboard 189 T.B.M. 13. On 1st telegraph pole west of mileboard 187 P.B.M.— K 2 A. About miles ea.st of Erwoo«o. 148.9, and 48 ft. south of centre of track, on bolt in top of concrete pillar ' Baden station, base of rail Bridge 148. 1, water, 1024.0; base of rail T.B.M. 53. On 1st telegraph pole noi'.h of mile board 147 T.B.M. 55. On 1st telegraph pole south of mile- board 145 PBM— K. 8A. About 4?4 miles south of Baden, midway between 2nd and 3rd telegraph poles north of mileboard 144 and 3 ft. east of alignment of telegraph poles, on plate on concrete pillar 1044 . 192 Steeprock river, water, 1028.5; base of rail | 1039.21 T.B.M. 57. On 2nd telegraph pole south of mileboard| Feet. 1053 59 1051.66 1067.79 1055.12 1044.84 1049.526 1042.55 1036.10 1037.405 1038.39 1035 45 1034.20 1039.90 143. 1043.41 I.F.VF.U.lSd OPKRA TlOSfi 335 Hudson Bay Junction to Swan River. Prrcine Lml Line K. Along Ciinadian Northern Railway. MAP 371 Distance from H. B. Jet. Station. Miles. 57.19 57.63 58.22 58.62 58.75 59.71 Ix)cality and Description. T.B.M. 58. On 2ntl teU-graph pole south of mile- board 142 Elevation. Bell river (branch), water, 1053.2; base of rail. Bell river (branch), water, 1059.7; base of rail. Mafeking station, base of rail P B M — K 9. Mafeking. Near 2nd telegraph pole "south of station, 120 ft. north of north end of bridge 140.3, and 40 ft. east of centr.' of track, on bolt in top of concrete pillar P B M — K 9 A. About 1 mile south of station. 29 ft. north of 3rd telegraph pole south of signboard "Mafeking One Mile" and between the 11th and 12th telegraph poles north of mileboard 139, in alignment with telegraph poles, on plate on concrete pillar. 60.08 60.52 62.12 62.72 64.04 65.01 65.03 66.98 68.97 T.B.M. 61. On telegraph pole at mileboard 139 Bell river (branch), water, 1057.6; base of rail T.B.M. 63. On 1st telegraph pole south of mileboard 13^ Bell river (branch), water, 1053.0; base of rail T.B.M. 65. On 1st telegraph pole north of mile- board 135 P B M — K 9B About 6^ miles south of Mafeking, 38 ft. north and 3 ft. east of mileboard 134, which is the 3rd telegraph pole south of bridge No. 134.0 over Bell river, on plate on concrete pillar Bell river, water, 1064.7; base of rail T.B.M. 68. On 2nd telegraph pole north of mile- board 132 Fe«>t. 1050 95 1058.88 1064.76 1069.18 1068.617 1060 255 1067.61 1062 . 98 1063.93 1057 69 1058.03 1073 502 1074 55 1066.88 T B M 70. On 2nd telegraph pole north of mile- bo'ardlSO '0^527 aas TOPOORAPUICAL SURVEYS BRAJfCB Hudson Bat Junction to Swan River. Prtcite Lael Line K. Along Canadian Northern Railway. MAPS 271. 121 DistanrQ from H. B. Jet. Station. Locality and Description. Miles. 69 18 69.71 69.79 70.10 71.08 74.12 74.35 74.52 Elevation. P B M — K. 9C. About l.^lf a mile north of Novra station. 53 ft. east and 18 ft. n?rth«f signboard "Novra Water" and 18 ft. north and 3 ft. east of 8th telegraph pole north of mileboard 130, on plate on concrete pillar P R M — K 10 Novra. About 200 ft. south of water 'tank north of station, 120 ft. south of north switch and 50 ft. west of centre of track, on bolt in top of con Crete pillai Novra station, base of rail Gut creek, water, 1048 . 7 ; base of rail T.B.M. 72. On 1st telegraph pole north of mileboard 128. Creek flowing to Woody river, water, 1068 .8; base of rail T.B.M. 75. On 2nd telegraph pole south of mileboard 125 P B.M.— K. lOA. About AH miles south of Novra 42 ft. north of 3rd telegraph pole north of mileboard 125, and in alignment with telegraph poles, on plate on 76.24 76.48 76.78 77.74 78.02 concrete pillar Creek flowing to Woody river, water, 1041.5; base of rail. T.B.M. 77. On 2nd telegraph pole south of mile- 'board 123 78.49 Woody river (branch) water, 1034.0; base of rail. . . . u « 1027.2; " P B M — K. lOB. About 1 mile north of Birch River station, 50 ft. north and 3 ft. east of 3rd telegraph pole north of signboard "Birch River One Mile and between the 8th and 9th telegraph poles south of bridge No. 121.2, on plate on concrete pillar TBM. 79. On Ist telegraph pole north of mile-, board 121 ^°^^ ■ '^ Feet. 1064 . 790 1061.017 1061.00 1061.23 1062.38 1074 -93 1064.97 1071.897 1051.18 1048.29 1046.33 1044.3b 1040.254 LEYELLiyC OPER.XTIOyS HiDsoN Bay Junction to Swan Riveh. Prrciae Level Line K. Alonn Canadian Northern Railway. 337 MAP 131 Distance rom H. B. Jet. Station. Miles. 78.60 79.22 79.28 79.57 80.97 81.04 82.88 84.05 85.83 85.93 86.82. 87.50 88.84 90.09 90.80 90.85 90.94 Locality and Description. Birch river (branch), water, 1031.8; base of rail Birch River station, base of rail Elevation. P.B.M.— K 11. Birch River. 450 ft. south of centre of station, 49 ft. east of centre of track, on bolt in top cf concrete pillar Birch river, water, 1020.6; base of rail T.B.M. 82. On 1st telegraph pole south of mileboard 118. Jackfish creek (branch), water, 1026.5; base of rail. . . T.B.M. 84. On 2nd telegraph pole north of mileboard 'lie PBM— K 11 A .\bout 4:; miles south of Birch 'River station. 40 ft. north and 6 ft. east of 3rd telegraph pole south of mileboard 115, on plate on concrete pUlar T.B.M. 87. On 2nd telegraph pole north of mileboard 'll3 Bridge 112.9, Kematch river water, 1011 .6; base of rail T.B.M. 88. On 2nd telegraph pole north of mileboard '112 Bridge 111.4, water, 994.8; base of rail T.B.M. 90. On 2nd telegraph pole i --th of mileboard 'lio Bridge north of Bowsman station, water, 989.1; base of rail Bowsman station, base of rail T.B.M. 92. On telegraph pole north of mileboard 108, P.B.M.— K 12. Bov='nan. 810 ft. south of centre of sta- tion, 140 ft. west of centre of track, on bolt in top of concrete pillar Feet. 1043-59 1040.69 1039.778 1033.07 1031.23 1033.14 1029.71 1029.813 1012.65 1015.25 1005.45 1004.75 1001.54 1007.18 1016.86 IOI3-77 1015.148 73075—22 338 MAP 111 TOPOaRAPBWAL SVRTEYS BRASCB HoMON Bay Junction to Swan River. Along Canadian Northern Railway. DiaUnce from H. B. Jet. Station. MilM. 91.88 Locality and Doacription. Elevation. 92.86 94.86 96.84 98.81 100.14 100.24 100.28 100.29 100.31 100.47 100.54 Woody river (branch), water, 999.4; base of rail T.B.M. 94. On Ist telegraph pole north of mileboard 106. P B M -K 12 A. About 4 miles south of Bowsman, midwav between mileboard 104 and Ist telegraph i>ole noXand 3 ft. east of alignment of telegraph poles, of plate on concrete pillar T.B.M. 98. On telegraph pole at mileboard 102. T.B.M. 100. On Ist telegraph pole north of mileboard 100 Swan river, water, 1084.5; base of rail. P B M -K 13. On Canadian Northern Railway bridge ov^" Swan river, on bolt set in north face of most westerly pier, about 4 ft. above ground P M B -K 14 Swan River. On traffic bridge over fwan river! on plate set on top of south end of westerly abutment Manitoba Hvdrographic Survey— B.M. 1. Swan River, ""of ttffic Lidle J'ver Swan f,". -'*»; -^ 47|; erly abutment, mark pamted m black M.n.o. + B.M. 1, elevation 110.37 Manitoba Hydrographic Survey-B.M. 2. Swan ^Wer On traffic bridee over Swan river, norin enu m 114.15" PRM— K 15 Swan River. Canadian Bank ofl "^Comme^e building, in west wall f «"* J mches g^^^^^^^ of northwest corner of buildmg, on plate set m side oi wall Feet. 1028.49 1029 27 1063.994 1084.83 1100.90 1107.99 1091.399 1094.707 109.1 ;" Swan River station, base of rail. 1098.507 1113-778 11x3.86 LEVKU.IMI UI'KU.X TIOXS IIABAHKA KlVER. 339 ElevatioiiH uf water and b«-nrh marks from cro^iiinK of Kigliteenth Bam Line west of the Fifth Meridian to Lake Athahaxku. MAP 414 Dint an Pf from Athubaxka. Lorulity iitwl DtMcription. Elevat on. Mil.-*. Feet. 87 « Water, at crossing of 18tii base line, 19.4 miles above confluence of Lesser Slave river. March l.')th, 1914 1836.6 87.0 Bench mark No. 6. On right bank 1,000 yds. below crossinit of 18th base line, 30 ft. i)ack from water's edge, on railway spike in 24 inch black poplar tree. Elevation, i860. 17 87.0 Water, opposite to B.M. No. 6 1835 5 84.0 Bench mark No. 5. On left bank, three quarters of a mile above crossing of north of sec. 24, tp. C9, rge. 2, 15 ft. back, from water's edge, on railway spike in 12 inch black poplar tree Elevation. 1845. 02 84.0 Water, opposite to B.M. No. 5 1829.5 80.7 Bench mark No. 4. On left bank, 200 ft. below crossing of north of sec. 36. tp. 69, rge. 2, 6 ft. back from top of bank, on railway spike in 24 inch spruce tree Elevation. . . 1841 .47 80.7 Water, opposite to B.M. No. 4 1825-3 77.0 Bench mark No. 3. On left bank, 20 ft. back from water's edge, on spike in 18 inch black poplar tree, about J4 mile below shack on right bank Elevation 1830.89 76.8 Water, opposite to shack on right bank below rapids . . 1814.4 74.9 Bench mark No. 2. On right bank, opposite south end of small island, 30 ft. from water's edge, on railway spike in 18 inch spruce tree. . . . Elevation. . . 1829.31 74.9 Water, opposite to B.M. No. 2 . . 1807.3 1801.7 72.0 Water, at crossing of north of sec. . . , tp. 70, rge. 1 71.4 Bench mark No. 1. On left bank, opposite southwest end of large island, on nail in 24 inch spruce. Elevation. . . 1820.03 71.4 Water, opposite to B.M. No. 1 . ... 1800.9 68.0 Water, at confluence of Lesser Slave river 1797 7 73075—22} 340 MAM 414. 41$ Diotance from Athabuka. mvouitxi'invM SI ttttrs nnxst a Athabahka River. MilM. 66.5 65.0 65.0 62.0 58.0 Locality ami I)«icription. El<D. Fret. Bench Mark— C 15. On h-ft hank, 190 ft. w.»t of E. by. siHfi, on iitiil in lowi>.>*t !(>(( uf laiildlc of wt'.st wiill of hoii8«', marked " B.M " Kh'vution, 1747.95 Water, at Lonnview stopping place. IWater jBeneh Murk— (' 8. On left bank at Jack-knife's stop- ping place, on nail in top of lowest log at southwest I corner of Jack-knife's house Elevation, 1737.48 Water, at Jack-knife's stopping place Water Bench Mark — C 7. On left bank at White's stopping place, on nail on top of spruce stump 05 ft. south of the south wall of stable Fllevation, 1733.57 Water. Bench Mark — C 6. On right bank where three log houses and three stables arc standing, on nail in top of lowest log at southeast corner of most south- westerly house Elevation, 1712.08 Water, opposite the three log houses iBench Mark — C 5. On right bank at Dumont's stopping place, on nail in top of lowest log of Dumont's house, j standing 200 ft. west of creek, marked " B.M." I Elevation, 1720.64 Water, opposite Dumont's stopping place Water, 1 mile below Dumont's stopping place W ter, 14 mile above Athabaska, 6th March, 1912 Water, at Athabaska. January 8th, 1914 Elvvittiuu. Athabaska. Canadian Northern railway, base of rail at station Elevation, 1691 . 2 Fctt. •730 3 1722.9 •7«3 9 1707.8 1702.2 1696.0 1684.8 J 679 5 16737 1669.3 1667.4 343 MAP 4IS rotiKiU Willi' \l. fl Kri:YM HR.tSCU Athabahka River. Dintanri* from AthabaHka MilM. I/M-aiity uml IVurription. E Ifvanim. 0.5 Bi-mli Murk— D W. On Cunaclian Northi-rn riiilw.iyj rinht of wav, '^ m''*" ""'H'"""* "^ .Vthal'ifUu -tati.iii, 8 tt'lcKraph poh-* juth of crossinn of Tuwatinuw] riviT, .')() ft. wtet uf iTiitri' of track, on top of iron, pipj. ' KU'VUtion, i'v)7 54] Water, at mouth of Tuwutinaw river, 'j mile helowj Athabuska 3.0 ! Water, fallinK 1 81 feet per mile. Water, fallinK 1 .59 feet p tt. west of east shore, on railway spike in IS-Ineh spruce t,ee Elevation 1674 74 Water, at north end of Six Mile Island, fa'v.ig I 31 ft per mile |M)») 5 Ibhl 8 1657.6 Water, falling 1 .38 feet per mile Bench Mark— M 2. On left bank, in homestea.l owned by C. A. Parker, 265 feet upstream from log shack, 27 ft. back from river s vdg.; on r-ilway spike m 10 inch popla • tree Elevation, 1667 17 Water, opposite Parker's log house, falling 1.41 feet per mile Water, falling 1 .05 feet per mile 'Vater, opposite "Twelve Mile ehack," falling 1. 01 ft per mile WitCi , iiouth of Deep creek, falling 2 73 feet per mile Bench Mark— M 3. On left bank of river, 1,800 feet above sawmill, 30 feet back from nvcrs edge, on railw. V spike in 12 inch .spruce tree. ' Elevation, 1659.14 V.'ater, opposite to sawmill, falling I 51 feet per mile. . Water, falling 0.67 feet per mile 165.S 3 1651.0 1647 7 1645 <> 1644.6 1640.5 16,^7 I 1636 7 LKtELUSa OPgKATIOSS Athababka River. 34» MAT 411 Distance fron AthiOMwIut. Milni. 22.6 22.9 22.6 25 'J 28.0 30.4 30.4 ?2.5 34.0 36.0 38.0 38.0 40.0 42.0 44.0 46.6 b>c«lity and DctMYiption. Bench mark — M 4. On left bank at rroMinK of 18th haM> linf, 20 ft. north of i-entrv of line and 30 ft. hock from water'."* filge, on railway spike in 24 inch spruce tree Klevation, 1651 . 75 Bench Murk — M 5. On ri((ht bank at croHaing of 18th base line, 10 ft. south of centre of line ami 30 ft. back from water's cdgv, tm railway spik" in 12 inch ar'"' tree Elevation, • 25 Water, at croHMinK of IHth baxe line north oi fallinx 1.12 feet per mile, January 2l8t, 1014. S», Water, falling 1 . 13 feet jwr mile. Water, falling . 76 feet per mile . Bench Mark — >! t}. On left oank opposite southerly end of Hardisty Island, 30 ft. back from water's edge, on railway spike in 24 inch spruce tree. Elevation, 1649.88 Water, opposite to Bench Mark 6, falling 0.83 ft. per mile Water, falling 0.70 ft. per ro'le. Water, " 1.12 Water, " 1 70 Bench Mark — M " On left bank directly opposite mou; ii of La Piiao river, 30 ft. back from water's edge, .ailway spike in 21 inch spruce tree. Elevation, 1640.96 Water, opposite Bench Mark 7, falling 1 .20 ft. per mile. Water, falling 1 .05 ft. per mile Water, " 1.02 " Water, " 0.88 " Bench Mark— M 8. On left bank, 2,000 ft. above cross- ing of north of »ec, 19, tp, 70, rge. 19, and about 1 mile above Call'.ig river, 30 ft. back from water's edge, on railway spike in 21 inch spruce tree. Elevation, 1633.49 1634.6 1632.2 1629.0 1627.9 1625.4 1625.1 1621.0 I6I8.3 . 1 I6I6.2 i I6I4.I I6I2.I 344 MAP 415 TOPOGRAPHICAL SVRTEYS BRANCH Athabaska River. Diatance from Athabaska. MUes. 47.0 47.7 51.6 51.6 54.0 56.3 57.6 57.6 58.0 60.2 62.1 63.5 63.5 63.5 65.0 Locality and Description. Elevation. Water, at crossing of north of sec. 19, tp. 70, rge. 19, falling 0.90 ft. per mile Water, at confluence of Calling river, falling 1 .04 ft. per mile Bench Mark— M 9. On right bank, 4 miles below Calling river, on north of sec. 11, tp. 71, rge. 19, 15 ft. back from water's edge, on south side of line, on rail- way spike in 21 inch spruce tree. Elevation, 1627.76 Water, at crossing of north of sec. 11, tp. 71, rge. 19, falling 0.97 ft. per mile Feet. 1609.8 1609.0 Water, falling 1 .60 ft. per mile Water, falling 2.73 ft. per mile. Swift Current Rapids. Bench Mark— M 10. On right bank, 1,800 ft. above crossing of north of sec. 11, tp. 72, rge. 19, 100 ft. back from water's edge, on railway spike in 21 inch black poplar Elevation, 1615.93 Water, opposite to Bench Mark M 10 Water, at crossing of north of sec. 11, tp. 72, rge. 19, falling 2.75 ft. per mile Water, falling 2. 18 ft. per mile Water, " 2.81 " Bench Mark 163 (19th base line). On left bank where the river first crosses 19th base line going downi stream, 38 ft. west of water's edge, and 708 ft. east of northeast corner of sec. 31, tp. 72, rge. 18, 5 ft. north of line, on nail in 15 inch spruce tree. Eleva- tion Bench Mark— M 11. On left bank where the river first crosses 19th base line going down stream, 70 ft. west of water's edge and 45 ft. south of line, on rail- way spike in 15 inch spruce tree. Elevation 1599.29. Water, at first crossing of 19th base line, falling 3.00 ft. per mile. 17th February, 1914 1604.5 1603.3 1597 I Water, at second crossing of 19th base line, falling 2 . 25 ' t. per mile 1594 -8 1592.4 1586.4 1583 -3 1597 84 1577 -7 1574 7 LEXELLISa OPERATloyS Athahahka River. 345 MAP 465 Distance from Athabaska. locality and Dpsoription. Elevation. Miles. 65.8 65.8 68.1 70.0 70.0 72.0 74.2 76.3 76.3 78.8 80.9 81.9 82.4 85.0 Bench Mark 161. (19tli base line). On right bank where the river crosses 19th base line the third time Koing down stream, 95 ft. east of waters' edge and 26 ft. west of witness mound, and 45 ft. south of line on nail in 10 inch spruce tree. . . .Elevation 1606.34. . Water, at third crossing of 19th base line, falling 2.36 ft. per mile Water, at mouth of Duncan creek, joining from east, faUing 2.37 ft. per mile Bench Mark — M 12. On left bank, two miles below Duncan creek, on north of sec. 21, tp. 73, rge. 18,30 ft. west of top of bank, on railway spike in 15 inch spruce tree Elevation, 1584 60 Water, at crossing of north of sec. 21, tp. 73, rge. 18, falling 2.01 ft. per mile Water at crossing of north of sec. tp. 73, rge. 18, falling 1 . 57 ft. per mile Water falling 1 .80 ft. per mile. Bench Mark— M 13. On right Vmnk, 120 ft. north of N. by. of sec. 20, tp. 74, rge. 18, 40 ft. east of top of bank, on railway spike in 21 inch sprue tree, Elevation 1574.44 Water, at crossing of north of sec. 20, tp. 74, rge. 19 fal ling 1 . 72 ft. per mile Water, at crossing of north of sec. 31, tp. 74, rge. 18, falling 2 70 ft. per mile Water, falling 3.81 ft. per mile. Bench Mark— M 14. On left bank, half a mile above crossing east of sec. I8, tp. 75, rge. 18, 100 ft. west of top of bank, on railway spike in 12 inch black poplar tree Elevation 1557 . 89 Water, at crossing of east of sec. 18, tp. 75, rge. 18, fal- ling 3 . 43 ft. per mile Feet. 1572 7 1567-6 1562.8 1559 8 1556.2 1552 I 1548 o 1540. I Water, falling 3 . 43 ft. per mile . 15.M 3 1526.5 346 MAP 46S TOPOaRAPBICAL SVRVEYS BRANCH Athabaska River. Distance from Athabaska. Miles. 87.4 88.2 88.2 90.2 92.0 94.4 94.4 94.4 94.4 125.0 Locality and Description. Water, at crossing of north of sec. 32, tp. 76, rge. 18, falling 2.53 ft. per mile Bench Mark— M 15. On left bank, ^ of a mile below crossing of north of sec. 32, tp. 76, rge. 18, and about 1,500 ft. above a group of three log shacks on left bank, and 150 ft. west of top of bank, on railway spike, in 15 inch spruce tree Elevation 1544-54 Water, opposite Bench Mark M 13, falling 3.88 ft. per mile Elevation. Feet. 1522.2 Water, falling 2.98 ft. per mile Water, falling, 3.40 ft. per mile Water, at crossing of 20th base line, north of tp. 76, rge. 18, falling 3.70 ft. per mile, March 6th, 1914. . Bench Mark— M IG. On left bank at crossing of 20th base line, 145 ft. west of water's edge, on north side of line on railway spike in 9 inch black poplar tree. Elevation, 1518. 11 Bench Mark— M 17. On left bank at crossing of 20th base line, 200 ft. west of water's edge, on south side of line, on railway spike in 9 inch black poplar tree. Elevation, 1 521. 12 Bench Mark 177. (20th base line). On left bank, 120 ft. west of water's edge, and 51 ft. east of 14 Post on north of section 31, tp. 76, i^e. 18, and 8 ft. south of line, on nail in 6 inch cottonwood tree. Elevation, 1523.15 Water, at crossing of 21st base line north of tp. rge. 17. Sept. 6th, 1913 80 Bench Mark 130 (21st base line). On right bank 594 ft. east of water's edge, on top of iron pos edge and 373^It. wesi^^^^^ ^^ ^^ E. cor. sec inch spruce tree at 5;E. cor. sec.^5, n;. :;^_^^; ,,^1-, 88, rge. 21, on notch on 18 - ('L_ Elevation, 1045 ^^^AtJ^'^^'^^'^ ^-^ 73 103 110 t onh Vuwp line, N. by. tp. 92, rge. Water, at crossing of i4th oase luie, «- ' 20, April 19th, 1913 [Bench Mark No 32 (24tb basejme) ^«ff. right ban^ ' 230 ft. east of water s edge, and 139 1 ^^ .j post on N. by. sec. 31, ^P- »/; J^fjfg ^ xXXII" post, in centre of line, marked K-^evation, 961. il Bench Mark No 31. ^^f ^„bn3^f •eas?^f wi^n^ L::d:o"Jt:;5iron%ttcStre of line, marked <'B.M. XXXI' Elevation, 9647 937 o Water, at mouth of Battle river, estimated Water, at crossing of 25th base line, N. by. tp. 96, rge.| I 20. June 17th, 1913 924.0 921.0 LErBLiim oPKRATioya Peace Rivir. 353 MAT Ml MilM. 110 110 150 150 150 158 172 191 191 . 191 Bench Mark No. !» /^Sth base line) On right bank 200 ft east of east bank and f mile wesi o« ^^r;^ r. sec 36. tp. 96 rge 20, on top of .ron post ,n cent-e of line, marked "B.M. XUL^^^^^.^^^ ^^^ ^ n»nnh Mark No 14 (25th base line). On left bank, 411 ft west of west bank and 230 ft. west of witnes, iJound, on tS; of uon post in centre of hne, marked "B.M. XIV." Elevation, 1014 3 Water, at crossing of 26th base line, N. by. tp. 100, rge. 20. July 16th, 1913 , Rpnch Mark No. 10 (26th base line). Ou right bank, ?^ ft ewt of east bank ar. 356 ft. west of mound at 'N.E.cor sec."S, tp. 10p..rge 20 - top of .ron post in centre of line, marked B.M. X. ^^^^^^.^^ ^g J Rpnph Mark No. 11 (26th base line). On left bank, 348 T west of west bank and 645 ft. east of mound at N.E:trtr35, tp. 100 r«e. 20, on top of iron post in centre of line, marked B.M^JL.^^ ^^^^ Water, at mouth of Wolverine river, 8 miles below crossing of 26th base line, estimated Water, at mouth of Keg river 22 mihs below crossing of the 26th base line, estimated Water, at crossing of 27th base line, N. by. tp. 104, rge 18. July 30th, 1913 «rea«"wat^A^"^^r^^^^^^^^ N.E.tor"'ser32, tp- fo4,,rge 18 on top of iron post. in centre of line, marked B.M. V. ^^^^^^.^^ ^^^ , "B.M. VI." Elevation, 889-2 73075—23 888. o 884.0 877.0 868.0 m M AW — ». — * Diitancr from Peace River CrowinR. Mile*. 197 197 197 202 2": 205 260 355 -195 ToronnAi'incM. HtKVEVfi bkawh Peac-b River. Ixirality «nank, 68 ft. south of water's edRc, and 1462 ft. north N.h. cor. sec. 36, tp. 104, rge. 18, on, top of iron post, in centreof line, marked "B.M. C." Elevation, 885.1 Bench Mark No. 101 (East of rgv. 18). On left bank, 30 ft. north of water's edge, and 1573 ft. south of } post, on E. bv. see. 12, tp 105, rge. 18, on top of iron post, in centre of line, marked "B.M. C I. *^ Elevation, 889.0 Bench Mark No. 12 (27th base line). On right bank, ft. west of the water's edge where the 27th base line crosses the westerly side of a southerly I'^nd m the river, and J mile east of N.E. cor. sec. 34, tp.l04, rge. 17, on top of iron post, in centre of line, marked "^•^^•^"•" Elevation, 8850 Water, where the 27th base line crosses the river in range 16 at the easterly side of the southerly bend, and south-east of an island. August 11th, 1913.. . Bench Mark No. 13 (27th base line). On right bank, 206 ft. east of witness mound near water s edge, on the easterly side of the southerly bend, on top of iron post, in centre of line, marked " B.M. XIII." *^ Elevation, 897.8 Water, at Fort Vermilion, estimated. Water, at crossing of fifth meridian, HI. September 7th, 1911 Water, at confluence with Slave river, estimated. Water, at crossing of fifth meridian, E. by. sec. 24, tp, HI. September 7th, 1911 867.0 857.0 825.0 758.0 692.0 i.r.yr.LUsn opkhatioss INDEX TO PART II. NoTB. — The linn of leveb are arranRpd in I'art II from raHt to wp«t and from Knith to north, beinK |crou|)<>iI arcordinR to the onli-r of tht! Mrriiliunn nml Haiw iJnpM oommeneiiig with the Principal Meridian. The following Index contains only Hiu'h plwen ai have namM. The numbcn following the namifi indicate the townnhip, ranKc, and meridiM). Plaik. Paob Ab»>rfeUv, 8a»k., 4U-27-;ird JOi Airdrv 'ta., 27-l-ftth 313 Alcott . .eek, Haolc., .W-Jfi-3r-li»-.5th 227 Barrowa, Snak., 45-28-Pr 333 Barrowi Junction, Saak., 44-28-1^ 333 Battle river (Peace river) 88-25-fith 248 " 88-l-6th 201 " " 95-20-5th 250 Battle river (Saskatchewan river), 42-25-4th 320 Bnttleford, North, Saak., 44-17-3rd 289 Battleford Junction, Sank., 44-17-3rd 290 Bean creek, Alta., 84-21-flth 286 Beatty, Sask., 45-20-2nd 308 Beatty river, Alta., 106-l-4th 174 Beauprc lake. Sank., 04-8-3rd 151 Beauseiour, Man., 12-7E-I*r 73 Beaverhills creek, Alta., 54-18-4th SOIi Beaver river, Alta., Saak 148, 162, 158 163, 105 Beddineton, Alta., 25-l-5th 313 Behan lake, Alta., 72-10-4th 180 Belanger lake, Saak., 57-l-2nd 121 Belanger river, Man., 51-1-Pr 57 Bell river, Man., 42-25-Pr 335 BigBtone, Alta., 47-24-4th 322 Birch Hills station, Sask., 46-24-2nd 307 Birch River station, Man., 31)-26-Pr 337 Birch rivor, Alta., l04-l-5th 222 Birch river, Man., 39-20-Pr ■W7 BirUng, Sask., 47-22-3rd 292 Bisset lake, Alta., 68-2-6th 230 Bittern lake, Sask., 56-2&-2nd 130 Bittern river, Sask., 57-2&-2nd 130 Blackfalds, Alta., 3tf-27-lth 319 Blackfoot Alta., 60-^-4th 295 73076— 23§ ToimiKM'Hic.ii. HtuvevM HHAyCB Pl.*rB. PAoa 3I» BluKbmy river, IW* RWer Btock. »-«-»■ j^ Uoundry Uke, Alu, M-ljHKh 312 BowtiMn, Man . *};^^c VO, Boy«;rim. A^.IC^»:^^...: ...... iSI. M« Hmla 8«»k., 4.V16-3rd. ... 307 BJiSi.HK^^^»Mk..4(V-M-5tai.. ; : . 2OT KiiTriVer. AlU. 4^ W-Wh »i Brouihwn creek, 8i»k,80-7-^na 3^4 BmdUeim, AlU.. W-aMth ^5 Buma creek. AlU., ^\-^X. ^22 Burnt river. AlU., 101-1-fith. ^ «;, Bumtwood river Man. Hg-t-^p^ m Buiter creek. Alt*., 40-8-6th Ciu^hc creek. P.«e Kiver Block. M-33-«th «« Cwhecreek. AlU, lOa-lrj**',- 241 Calotte lake. AlU.. ^»ftr5l.i; ^l C«loturiver,AlU..||-lWth.;;;;;; - ^-47 fflrWce,Alt...72-2^h ,44 Callins nver. AlU., '''l».*^'Si^v ot 2A-eth ^'^ c5SeS)n river. V^^^:!^^^' S'-^*^" 1» Candle lake, 8a.k..8d-»-2nd 194 Cwoelake.8««k.72-16-3rd^ Ig Canoe river, 8aak.. 72-l4-3rd 327 O^, 8a>k.. «>-3l-Pr 314 CarsUirs cieek, AlU., 2»-» "in 336 ^Sk. Saak., 47-2-2nd... 265 cS^l'l.kS.AHa..8*-17-«thu ..;....,..... M Cedar.Uke.Man..4»-l|-Pr. « Ceepce, Saak., 3^3rd.^^ . ■ • 231 Chdmersroad, AlU., 68^6th 366 CharUe lake, Alta, 84-1^ •■ 214 CheUwa creek, Alta., 9ft-15-lth gje Chipewyan, Alta, na-^tn 303 Chipnum, Alta.. 54-l»-4th^. 142 8hiffiver.8a«k.,56-13-^d .... qj ChocoUte lake, Man., W-2»-" 135 Christina lake, Al a., 7«^th I80 Christina nver, Alta., 7^th....... ,^ .1 " SO-B-'th J94 .< " 84 4 i th J35 Clarence lake, Sask. 6(>-21-2nd ....... 102 Clarke Uke, Man.. 64-l-ft'. 167 Clatto river. Alta.. 76-l-4th 298 Clear^ter nver, AlU.. ^th.; 201 .< " 8^1--lth 282 Clouaton, Sask.. 47-27-2nd • ....,■.■.....■. 180 Clyde lake. Alta.. 'S-lO-lth IKYKLUaa OFKKATIOKM PLAm. ■'*«■• Civile rivrr, All» , 7"i-»-4th ,„ ,-. baa take. AH... fU.k M-l «th ■ . . »»». >5* Colinton. Alt... «Wr»-«ih .:: • p, ;;::;,: |«H) Cormontnt lake, Mnn . flO-il-Pr .^jo Corn cwk. Al'H , '**:>''*«J^j^^,fc ','.',','.'. JOO Cottonwood rttfk. A'la , H»-»-4ili „,„ CoutU river, Alta., ttH nUth Cowwi Irke, rtMk., •'>«-N:1''JL Cowan river. Ha»k, «Ht>-:jrd Cownar creek, Alta , HO-O-ith Cowpar Uke, Altn,. HO :V-4th Oan Uke. Hnnk . «« l-'-J^' ,, , .^ Crooke«l Hiver ittiillon, Ha»k., 4iVl-iw1 Cniwt Uke, Man , «W-«-}|' "Croiw"liike, Man, 4»-IIV-l*r CroiwfifM. Alttt., 2H-l-ftth_. . . _ . Cunilxrlaml laki-. Siwk., hi-Jr-itul Cutann rreek, Ktixk., "iO-^W-rr r.Ht, £11 I4i I4A IHO IH9 j;w :mm» KM tH> HA :il3 l.it n ■2M Dalmc'iv, SaKk, 30-fr-3nil T^fj DaviH, Hank., 47-2.'V Jnj .^.^ Deep cr«-k, A Ita , "^^^ -^'»J ,■ n« De«>rhom rreek, Hank., HJ-Ji-It w| Delaronac lake. Sru.k.. ftft-tV-;!"^ ^ Delman, Sank., 4' tna Dunkirk river. Alta., 92-18-4t'i 208 E*"t channel (Nel«on river). Ma" M 332 324 109 200 til-1 Pr OO-l-Pr East Prairie river, Alta., 68-14- lui jS? Echo lake, 8a«k., 6ft-l-2i.d 3^ Edmonton, Alta i- ,• • • ;■ Edwin river. Alta., 87-l-4.|i " " 8«-3-4th ^^ Ellerelie, Alta., .'>l-24-4th ^S Elliott river, Alta.. W-l-5th ,5^ Emn.' ■ ne lake, .San^., 6H-4-Jra ggi Erwood, Saak.. 4.^2-2nd Farrier creek, Alta.. 70-r4th jj^ Fawcett lake, Alta., 73-l-5th j?* Fedorah, Alta., .57-23-4th 3^7 Fenton. .Sask., 4ti-2.'>-2nd. 287 Fielding. Sask., 41-n-3rd j24 Fir river. Saisk.. 48-3-2nd ^^ .^i FirebaR river, Alta., Sask., S^I^J^llh 211 #0 SA 153 168 FiHher bay. Man., 28-2-Pt Fisher river, Man., 28-1-l'r. • Flotten lake. Sask., 64-17-3rd Formby lake Alta., ^]-*";:^^A, .... 305 Fort Saskatchewan, Alta^ %"^"' .%4 Fort Vermilion, Alta., 108-ld-6th __ Foster creek, Alta., 72-l-4th ill 117 118 224 169 TOPOUH.inniCAL i^mVETS DRASCU Page. *^''*'''- 254 Fox lake, Alia, 10»-3-^tl>. ; 339 Freshford, Man, 54-2ft-Pr Gainsborough, Saflk., 2-30-Pr .69, 117 GainsborouRh creek, Saak. ._. Garden river, Alta, n2-l-9t»' ; ; . . .„, Carson lake, Alta, 84-1-4 h j^^ " " 84-l^th jQ^ Georges creek, Alta, 84-5-4tb ^^ Gipsy lake, Alta, 84-2-4th .^ . _ .. 232 Goldsmith nvcr, Alta, 68-li-.rtn ^jy^ Goose creek, Man, 68-8-Pr ^q^ Goose lake, Man, 68-1-Hr., j^q Gordon creek, Alta, 91-l-4tn ^^ Gordon lake, Alta, 8*-3-4th • jgg Graham creek, Alta , 8(M-lth jgg Graham lake, Saak, 80-26-3rd ^^7 Grass river, Man, 68-9-Fr jjj " " 72-5-Pr 114 " 76-1-Pr fto " 77-1-Pr .?g " 80-4K-Pr [^\ Grassberry river, Sask, 60-.'J-2nd ..^ Green lake, Sask, 6ft-12;;3rd 3^ Greenbush, Saek, 45-5-2nd 53 Gretna, Man, l-l-Pr. . . • ■ -• 53 Gretna West, Man, l-l-P<" 74 Gull lake, Man, 16-7E-Pr g^ Gull lake, Man , 86-1-Pr. .^. 57 Gunisao river, Man, *l-i-rr 9^ 336 281 278 56-3-Pr Gut creek, Man, 41-25-Pr. . Hamie, Sask, 41-3-3rd nXay Lake, Alta, 60-24^th f ^^ Halfway lake, Man, 69-7-Pr. jjj Halfway river, Man, 72-5-nr. . . . -v ;,;^,; 266 Halfway river. Peace River Kock,84-23-6th ^^ HangingBtoue river, Alta, 8*3"^^" " ..y.'.'.'.'.'. .'.'.'■'■'■'■ ■ 202 130 Hanin river, Sask, 56-23-2nd 023 Harper creek, Alta, lO"-l-oth .,^ Hawk hills, Alta, 96-21-5th .^.,1 Hay creek, Alta, 95-l-5th „ ..;:.. 104 Hayward creek, Man, b4-18-fr .^,^, Highgate, Sask, 45-17-3rd .jjj HiU Uke, Man, 61-10-Pr 302 HiUiard, Alta, 54-17-4tii 321 Hobbema, Alta, 41-24-4th ^93 Hoole creek, Alta, 80-22-4th ^^ Horse river, Alta, 84-14-4th 202 " 88-&-tth , ■J^5 Horschead river, Sask, 56-21-^rd .^^^ Horaehills creek, Alta, 54-23-^th 239 Hospital creek, Alta, 84-2-5th 22O House creek, Alta, 96-i-5th. . . . . 232 House mountain, Alta, 70-U-otn ^^ House river, Alta, 76-14-4th ^^j " « 80-12-4th ,q.> " 80-16-4th 217 Howard lake, Alta., 73-l-5th. .^^ . .^. 3^ Hudson Bay Junction, Sask., 45-3-2nd.^^^, ^ Hudson Bay Pacific railway, Sask, 56-18-2nd _ ^,^^ ,, W>-lo--mi ^^ ^^ Hudson Bay railway, Man '^^^y m, ' 55 Icelandic river, Man, 23-1-Pr. • ■■ ^^ He k la Crosse lake, Sask., 72-12-^ra .^^^ Innisfail, Alta., 35-28^th 299 Innisfree, Alta., 51-ll-4th i '\ LEVElUSa OPERATIOSS Place. P*"^ Invernoss river, Alta., Wi-ll-5th rj? Ipiatik lake, Alta., 72-7-4th. }^ Iroquois crwk, Alta., 68-9-«th f^-^ l8ian-5th. ^ Rematch river, Man., 38-26-Pr ^^ Kimiwan creek, Alta., 83-l-4th }^ Kinistino, Sask., 4r>-21-2nd •«» Kiski lake, Man., 68-10-Pr '"» KiHkitto lake, Man., 6a-8-Pr. »» KiskittoRisu lake, Man., fiO-fr-Pr »° Kitscoty, Alta., .'•)0-3-4th -^'^ La Biche river, Alta., 6<)-17-4th '•}*^ Labuma, Alta., 38-27-4th. . '"^ Lac la Biche, Alta., 68-13-4th }'° Lacombe, Alta., 4(>-26-tth. -"^ Ladder creek, Sask., 56-7-3rd *1' Lament, Alta., 55-19-4th. f^ Landels river, Alta., 7(>-2-4th }»* 80-1-lth Jg» 80-2-4th }»» Landing lake, Man., 72-1-Pr tjl- }1" Langenburg, Sask., 21-31-Pr •j Langham, Sask., 39-7-3rd ^-2-5th. 5^4 Mitishto river, Man., 64-14-t^^- • 266 Montagneuse river, Alt^^^oVy*" 130 Montreal lake, Sask.. 59-2^2nd............. ^3^ Moose lake, Man., 66-21-Pr iqq .' " 60-19-Pr 249 Moose river. Alta.. 72-2--5th. ^47 Morin creek. S.«k.. 60-16-3rd ....... 320 Momingside. Alta.. 41-2^4th 53 Morris river. Mail., 6-l-"-;^- 133 Mossy river, Sask., 6a-ll-2nd................ ^33 Mudie lake, Sask., 60-26-3rd. io3 Muhigan river, Man, 64--»-Pr 302 Mundare, Alta.. 53-16-4tlu ^. 103 Muning^an lake. Man., ^^^ 103 Muningwan nver, Man^ o4-»-rr ggg Murphy. Sask., 4&-13^d. ;;.: ;■.■.:. . 232 Murray river, Alta., 68-ll-5th 350 Muskeg lake, Alta., 7^;^f,- 212 Muskeg river, Alta., ^-8;^\'i% 144 Muskrat lake, Sask., 57-26-3rd 219 Muskwa river. Alta., 83-I-&tn 66 Myrtle, Man., 4-3-Pr 308 Naisberry, Sask., 45-18-2nd 277 Namao, Alta., 54-24^th IE\ ELLIS 0PERAT10X8 »1 Place. Paqi. Namew lake, Sa^k., M-l-2nd »»»' «^- ^\ Namur lake, Alta., 9ft-l7-4th jM «« river, Alta.,9ft-lft-4th. 223 Nanuche lake, Alt*-. 107-l-5th ... ^ Natawahunan lake, Man., 77-^l-«-5tn 323 Nisku, Alta., 50-25-4th. . . . . .^^ North Battleford, Swk., 44-lft;^rd gj^ North Edmonton, Alta., 5J-^4-^in. . . ^y ;;,— ^ 265 North nn^^riVer,' Peace River Block, ^^^^ ; / p North Saskatchewan river, 39-8r3r'| ■ 290 i< " 44-17— oru „„ . 52-24-4th ^* 54-22-4th ^^ •< " 40-7-5th ^^^ Nose creek. Alia., 25-l-5th 368 •< " Alta., 68-10-«tli 336 Novra, Man., 41-26-Pr 115 Odei river, Man., SO-lE-Pr ^3 .. <• 82- Pr- •• • ■.• 173 Old Fort river, Alta., 105-l-4th gjg Olds, AHa., 32-l-5th. •.•••■• 131 O'Leary lake, Sask., 6(>-2-2nd 306 OUver, Alta., M-23-^th . . . . 153 Olsen creek, Sask., OS-ll-drd 97 Orion lake, Man., 60-27Pr. ^ . . . . • •^- — . 273 Osborne river, Peace River Block, 88-15-etn ^^ Osgood, Sask., 4&-13-2tid 38! Osier, Sask, 39-4-3rd ._^ . ■ .::/:; 349 Otauwau nver, Alta., 72-d-otii 337 Otosquen, Sask., 5CHl-2nd. . 245 Otter lake, Sask., 88-1^5th 246 Otter river, Alta., 88-15-5Ui. . . . . , 326 Overflowing river, Sask., 47-2-2^ gj Overflowing river, Man., 4>; -^-" 88 n " 4 ^>- .: . — xT 221 Pannv river, Alta., 96-l-5th. jQg Pakwa lake, Man., ^ip;*^ . 145 Paquin lake, Sask., 6a-5-3rdj....^ 62 Partridge Crop lake, Man., ^ft^^^p^ .:;;::: 112 Pas, Man • ■ • • . . . .'.MJ 124, 327 Pasquia nver, Man. Sask... • ••■ 235 Pastecho river, Alta., 80-3-5tn jQg Paxon lake, Man., 64-9-Pr^ 62 Paynter lake, Man., TS-l-n' 291 Paynton, Sask., 46-21-3r(l 352 to 354 Peace river, Alta. ... ■■■■■ ailoilkih 352 Peace River Crossing, Alta., 83-il fttn ^^ Pedro lake, Sask., 57-8-3rd ^44 Peek lake, Sask., 56-25-3rd. . 243 Peerless lake, Alta., 88-5-5th 3Q9 Peesane, Sask., 45-ll-2nd .^ 33 Pelican creek, Man., 40-^1-"^ fig Pelican lake, Man., f-lo-Pr 83 •• " 40-20-Pr 67 Pembina river, Man., 4-11-Pr 317 Penhold, Alta., 36-28-4th ^gS Peter lake, Alta., 72-26-4th It;: 3r8tone creek, Sank., 12-31-Pr 1" Playgreen lake, Man., r)ft-4-Pr. . " ^'^ " " 60-3-Pr W Ponoka, Alta., 43-25-4th **" PowcU, Man., 44-28-Pr... ^ Prairie creek, Alta., SO-ft-ltli. . . ^ "^ Prairie River station, Saak., 45-7-2nd ^'" Primrose lake, Alta., 67-1-ith .^5' oS^ Prince Albert, Sask «^, ^M Qu'AppeUe river, Sask., 18-31-Pr ^ QuittWlake, Alta., 88-3-5th. •f** Rabbit river, Sask., 56-2(V-3rd "* Radisson, Sask., 40-l(>-3rd f°i Raft lake, Alta., 86-l-4th ^ Rainbow creek, Alta., 88-7-4th ^\ Raith, jVlta., 52-15^th *" Ranfurly, Alta., 51-12-4th *~ Rat .reek, Alta., r>3-24^th . itt9 200 Rattlepan creek, Alta., 88-1-ltb '95 Reader lake, Man ,,<, Red Deer, Alta., 38-27-4lh ^ Red Deer lake, Man., 45-28-P- »~ Red Deer river, Alta., SS-?' u ^ Red Deer river, Sask., <5-2-2nd ^\ Red river, Man., 8-3E-Pr „i' Redwater river, Alta., 5? -20-4111 *'» Reed lake, Man., b4-20-Pr ^ Rice river, Man., 44-27-Pr *** Richardson river, Alta., lOO-l-ith ^ River Bend, Alta., 54-23-4th *^ Rocanville, Sask., 16-32-Pr 'g Rochester, Alta., 62-24-4th ^ Roddick, Sask., 45-l-3rd SS Roscoe, Sask., 44-31-Pr ~* Rosebud, Alta., 32-2-5th ^\° Rosebud river Alta., 31-2-5th ^^ Ross creek, Alta., 54-22-4th ^"^ Rosthem, Sask., 42-3-3rd ^Si Ruby lake, Sask., 46-9-2nd ^ RuddcU, Sask., 42-13-3rd ^^ St. Patrick, Lake, Man., 32-1-Pr ^6 St. George, Lake, Man., 31-1-Pr ^ St. Martin, Lake, Man., 32-«-Pr. ?i St. Michael, Lake., Man., 34-1-Pr ^ Sale, river, Man., 8-^2E-Pr. ^ Saline crc«'k, Alta., 8»-9^th ^!L Sand River, Alta., 68-8-4th^ '^^j Santon river, Man., 48-27-Pt ^ _ ^ „, Saskatchewan river, Man., 48-lo-Pr °j? " " 52-2(>-Pr ™ " " 56-22-Pr ,«5 " Sask., 56-2-2nd 12b Saskatchewan river. North, 39-8-3rd. -»" « " 44-17-3rd ■•: « " 52-24-4th 324 " " 5*-22-4th 30a 40-7-5th fj^ Saskatchewan river, South, 47-25-2nd >»07 Saskeram lake, Man., 5&-2*-Pr »» LKVEl.USr, (U'RlUTIOm 363 Place. Paog. Saultcux river, Alta., C8-3-5th 230 72-3-5th ^° Sawap lakP, Sask., 64-l-2nd ^*- Sawridge, Alta., 73-5-5th ^^ Bciiwors creek, Sawk., 16-32-Pr ™, Scotford, Alta., 55-21-4th. ... "^ Sea river Falls, Nelnon river, Man ^j Seine river, Man., 8--7-2nd ?,\' Shoal river, Alta., S4-«-5th _ t£^ Sidnev river, Alta., tW-14-5tli ■ " Sipiwisk lake, Man., 6»-l-Pr '"• .V^ Slave river, Alta., ll5-&-4th ?t? Sled lake. Sank., ti:}-l&-3rd. °} Sled river, Sask., 64-10-3rd ^, Smith creek, Sask., 22-31-Pr ^^ 'fj Smoking Tent river, Sa.sk., ^^-ai-I^- ^^| Smoothstone lake, Sask., 64-' " ' .^ji) Teepee iaiwe, Alta., 85-l-5th jgjj Tibbo river, Sa.sk., 72-5-3r(l -jjg Tisdale, Sask , 45-l.>-2nd. .. ^ Torch river, Sask., 56-8-2n(l „. . Trout creek, Alta., 96-l-4th ^.^ Trout river, Alta., 84-l-5th ''•'' " 84-4-.ith Turnberry, Mar.., 51-30-Pr Tuttle, Alta., 37-27-4th.. . .^ Twoforks, river, Sask., 67-l-3ra. " 68-2-3rd Underw iod la^e, Alta., 72-3-4th Valparaiso, Sask., 45-15-2nd 239 327 317 139 156 171) 309 364 u * fVPiiORAPBlCSL SURVEYS BKAKCB Place P*"" 301 VegrevUle, AlU., 62-14-4th ^^ Vermilion, AlU., «^*»- yiJitli 3M VermiUon, Fort, AJU., »08-13-6tli ^^ Vermilion river. AlU., 52-l4-4th ^^ Victor creek, AlU., 7 W-*th ^g Vivian, Man., 19^E-Pr..^ j4(> Voi«in, Lac, 8aik., 60-fr-3rd '*' WabUkaw lake. North, AlU., 8^2^4th • • |93 Wabiakaw kke. South, AlU., 80-24-4tn Wabiakaw river,, Alta..|4-21-4th..: 91-l-6th... \f^ Wabiskaw village, Alta., 8a-2fr-4th ^.^g Wachee, Sa»k.. ^f^^'^jyj.,. ...... 233 WaUace nver, Alta., 68-14-6th. . . ^^^ Wandering nvcr, Alta., /^'itT^*" 2«3 Wapiti river, AlU., 08^11-^h. ^^ Wappau lake. Alta, vfr-imin „- ^^ WaJTan, Sagic.. 38-4-3rd .^ «>• % Warpath nver, Man., JB-7-rr jm Waseca, Saak., 63-37-Pr . •••••• 357 Wa«ka«u or -k, Alta 37-27-4th ^"^ Waskesiu creek, Sask., 58-1-dra j^j Waskesiu lake, Sask., 57-1-3M ,,3 Waskwei river, Sask., 52-3»-rr ,„, Waterfall lake. Sask., 60-l-2nd. 'gj Waterhen lake, Man., 3ft-}5-Pr. 153 Waterhen lake, Sask., ^VJ 'i 162 Waterhen nver, Sask., 64-14-dra j-g Waugh Alta., 58^th^ ^. j^ Wekusko brook, Man., 68r-l^ ^qq Wekusko lake, Man., 67-16-lT' jj^g Weldon, Sask., 46-22-2nd 314 Wessex, AlU., 2»-l-5th^ 332 Westgate, Man., 44-2p-Pr^ •■_■•. 233 West Praxne nver, Alta., 6»-16-6tn.^^^^ ^^ West Channel (Nelson nver), Man., eo-3-lT ^^ Westray, Man., 53-27-Pr. • . 331 Wetaskiwin, Alta., 48-2t^t'l- •. 138 Weyakwin lake, Sask., e3-l-*a- • ■ 129 White GuU nver, Sask., »-19-2nd 247 Whitemud nver, Alta., 88-21-6tn ^^ " " 87-1-otn ~»n " 88-3-6th *'" 88-7-«th ^ Whithorn, Man., «2-»-Pr. . 2I8 WiUow river, Alta., 78-l--5tli. jg^ Winefred lake, Alta., T^^th- 184 Winefred river, iata.,7g-3^th.......^^ ,|9 Winnipeg, Lake, Man 66, 74, 85, |9 WinnipegoHis, L^e, Man.^.^ ^y) Wintenng lake, Man., 72-^FJr jgj Wistigo creek, Sask., 72-i-3rd jjg Witchai lake, Man., Sf^I^- - 60 Wolverine creek, Man., "^-i""-, 267 Wolverine river,, AlU., j«5-17-5th. ............ Wood Buffalo river, Alta., 84-21-4th ^20 Woodenhouse river, Alta., 88-l-5t n gg Woody river, Man., 40-24-n' 333 « " 37-27-Pr INDEX TO TOWNJ SCALE 55 Mats TO AN iNCH » Ji'l SHOV 'NSHIPS ™ MANITOBA, SASKATCHEWAN, ALBE SHOWING LINES OF LEVELS run by the TOPOGRAPHICAL SURVEYS BRANCH. , SASKATCHEWAN, ALBERTA and BRIT 8Y THE TOPOGRAPHICAL SURVEYS BRANCH, OCTOBER 31st. 1914. ITISH COLUMBIA 14. TOfOORAPHICAL fURVCrt IIIANCH, OCPARTMCNT Or THt INTCHlOtt ^ 477 V - -t^«~ - t>^~rj f^ ■M L.<^ fitz^ S"1 ( 3t' i 1 .MuirfW ! i ail.- ) lliuntm* «ff — ..i- i—t- «■ ■ ■ ^ OAUnON: — ^This is only an > idex, topograpldcal and other features are not to be d^ —This is only an index, topographical and other features are not to be depended upon. Dn. Zm.0G»-*M4( .> AT TMC SUHVtroS Cst»it«»LS OrTiCT CT"*'* **. CANADA