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 K E P () K I 
 
 ON THE 
 
 SUPPLY OF WATER, 
 
 DRAINAGE AND IMPROVEMENT 
 
 OF THE 
 
 (1ITY OF OTTAWA. 
 
 BY GEORGE H. PERRY, C. E., 
 
 VlCI-J'HKSIDKNl ASSOCIATION OF PROVINCIAL LAND SUKVKVOKS AND 
 INSTlTl'Ti; OF CIVIL ENfilNERKS OF CANADA. 
 
 OTTAWA CrrV: 
 
 PRINTED AT THE " TRIBUNE" BOOK PRINTING ESTABLISHMENT. 
 
 1861. 
 
 
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 7ICE-P 
 
 »RI>'TE 
 
 
1 
 
 REPORT 
 
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 ON THE 
 
 SUPPLY OF WATER, 
 
 0RA3MGE k 
 
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 OF THE 
 
 CITY OF OTTAWA. 
 
 BY GEORGE H. PEIiRY, C; E., 
 
 VICE-PRESIDENT ASSOCIATION OP PKOVINCIAI. LAND SURYEYORS AND 
 INSTITUTE OF OIVIL ENGINEERS OF CANADA. , ■ ' . 
 
 OTTAWA CITY : 
 
 I^KINTED AT THE " TRIBUNE" BOOK PRINTING ESTABLISHMENT. 
 
 1861. 
 
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Sir, 
 
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 SEP 19 Jm^j 
 
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 ' 'l^^^SSSSS^ 
 
Engineer's Office, 
 
 Ottawa, May 10, 186 1 
 
 Sir, 
 
 I have to hand you the accompanying Report on the Drainage, 
 Macadamization, and Water Supply of the City. 
 
 From the necessarily large amount of figures involved, it occu- 
 pied more time printing than was anticipated. An enumeration 
 of the Plans, Sections and Drawings accompanying this Report, 
 will be found ; herein. 
 
 There are also, copies of four Plans ordered by the Committee, 
 viz.: one Plan of the City by Royal Engineers, date 1831 ; two 
 ditto, by P. L. S. McDermolt, dated 184:5 and 1851, and one hy 
 J. S. Denniri, P.L.S., dated 1859. 
 
 I have the honor to be Sir, 
 
 Your obedient servant, 
 
 GEORGE H. PERRY, C.E. 
 
 Jas. Skead, Esq., 
 
 Alderman, &,c., 
 
 Chairman of Water Works Committee. 
 
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 j ^'^iataiiiaiiiin 
 
 BfJiHtefeM 
 
REPORT. 
 
 The Geo;2;raj)hical position of the Citj of Ottawa lias fitted it 
 ;o fulfil the conditions of the high destiny awaiting the capital of 
 the, as yet, undeveloped British American Empire. Situated ai 
 the confluence of two ol the most important tiibutaries of the 
 Ottawa lliver, on a comnnt^ g position of that strcatn, the day 
 is not distant when the erce of half a continent must be 
 
 concentrated in the port ut ...s city. The staple trade of the 
 Province already centres there, and the development of the 
 immense manufacturing power and mineral resources of the valley 
 of its noble river can be safely predicated upon as accessories 
 to that importance in commercial affairs it is destined to 
 accomplish, and whose establishment can hardly be called a work 
 of time. The natural beauty and advantages of the site on 
 whi'^h tne city has been budt, attracts alike the attention of the 
 statesman, the soldier, the merchant, tiie manufacturer, the man 
 of science, as well as the sentimental lover of the picturesque. 
 The City was founded about the year 1827, by the construction 
 of a military necessity — the lliUeau Canal — the cause of which 
 this City has been the effect — has no doubt had much to do in 
 it:i st'leciion as the future capital of British North America. 
 
 Tiie City of Ottawa is seated on bold limestone cliffs rising 
 abruptly from the shores of that gieat lliver from which its 
 nanie is derived. Its limits are defined on the East by the river 
 Fiider.u^ to that point at which the line which divides Lots 
 E and F, in Concession C and D, in the Township of Nepean, 
 leaves that river. This line forms its southern boundary, and 
 passes across lot No. 40 in the same Township, to the line 
 dividing it from Lot 39. It then turns northwardly along that 
 
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 line to the line tliviilins Concpf«sioti A .'tnd tlio first Concession, 
 and in Concession A, ••nibracing tliu whole of the broken Lot 
 No. .39, to ihe OUavvji llivcr, incliulin^ iill tlie ishiud.s to ihe 
 southerly (iiJ of the t^iion Hri(lj;c. Thence following the course 
 of the Ottawa, in the centre of the clnnnel, to the western branch 
 of the waters of the river lliileun, and (heri'.M; up stream to the 
 point before named, where the dividing line between K and F 
 leaves the lliver. 
 
 This area, so enclosed, contains ITTl'O-M' acres, and the 
 islands 36-0"20 acres, about one-lhird of which is partiidly built 
 over. 
 
 It was incorporated as a town on the 28th of July, 184<7, by 
 Acts 10 and 11 Vic, cap. 43. 
 
 It could not be ex| ectcd that a City which dates its existence 
 from thirty-five years ago, should be in every respect as well 
 prepared to reci;ive the honours awaiting her as the Seat of 
 the Government of the British dependencies in North America, 
 as other cities whose matured age has given them the benefit of 
 greater and more substantial improvement. Still, as a general 
 rule, the advantages enjoyed naturally are such as in a great 
 measure to compensate tor the want of tl.ose artificial additions 
 which a dense population and a large commerce requires. The 
 increasing demands of the constantly accuiiiulating population, 
 and the necessity exi'>titig for preparing tlie City for the high 
 position it has been selected to occupy, has called for some 
 general and eompreliensive measure by which the extent of the 
 improvements needed could be ascertained and their actual cost 
 accurately defined. The first step towards obtaining this 
 necessary knowledge was that of having an actual survey of the 
 City prepared in the most careful and elaborate manner, and this 
 bad become the more imperative because no actual plan of the 
 City existed. It is true there were a goodly number of paper 
 plans (i. p., lines of projection defining lot boundaries) in 
 existence, but such a topographical plan as was actually necessary 
 to define things os they arc, had never been made. AVell aware 
 of the necessity by previous professional experience, of having 
 
this omission supplied in ibe year ISoO, T addressed a communi- 
 cation to E. McCxillivijy, E«.q., the Mayor of this City, pointing 
 out vvliikt I tlio iglit :jlio:il.l be done in a matter of tins importance. 
 As it was hte in the season, (towards the close of i::^eptember,) 
 I did not press the matter on the CouiKil, because it was not a 
 proper time to CMinini;nce a survey of the description required. 
 Although the subject was brought before the Council several 
 times, no action was taken thereon till (he inoufh of August, 1860, 
 when a contract for a survey of the City uiih a view to its- 
 Drainage, IVlacadamization,and a Supply of Water, was accorded 
 to me. This survey had been rendered luiperatively necessary 
 by an application being made to Parliament for an Act to legalize 
 a survey of a portion of the City, (late Ordnance property) by 
 J. S. Dennis, Esq., P. L- S., of which notice will be taken in 
 the proper place, as well as for the purposes before mentioned. 
 Fully alive to the importance of the great work conrnitted to my 
 charge, and having determined that it should be done to the best 
 of my professional power and ability, I did not wait for the 
 contracts to be signed, but at once proceeded with the preliminary. 
 Operations. I had decided on a Trigonometrical survey of the 
 City, because it possesses many advantages over any other 
 method, as it reduces the pos«ibiiity of error to a minimum, and 
 furnishes so many uiechauical checks on its Theoretical and ' 
 Calculated elements, tiia?; no itiea of an error of any consequence 
 could be entertained. The City supplies twenty-five Trigono- 
 metrical points, and the shores of the north side of the Ottawa 
 River and islands in the same, fourteen, making a total of 
 thirty-nine stations, a series of eight observations on the average 
 at each station, from which every point in sight was taken, 
 furnished a mass of data from which the frame-work of Triangles 
 for field use and proof were constructed, and on which the detail 
 •woi'k was based. The extreme accuracy of this method may be 
 illustrated by stating that the greatest dilVerence between the 
 calculated distance and that actually measured never exceeded a 
 decim;>l of one-tenth of one loot in two thousand feet, and the 
 calculations carried throuoh the whole s(;i'i( i of Triangles from 
 West by North-east and South, to the same line again, would 
 close tot he same decijial. 
 
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 This network of Triangles formed, as before stated, the base 
 ol" operations on which the details were founded, and the position 
 of those details were ascertained by actual measurement of lines 
 run between pomts on the various lines connecting each Trigono- 
 metrical station, thus necessitating the measurement of those lines 
 and compelling an actual check to be placed on the calculated 
 distances. CTlinc, so chained, the positions of houses and al! 
 other details, were fixed also by actual measurement, and that 
 operation has been performed on every Structure, Fence, Hou^e 
 or Lot, in the City, as it stood up to 1st November, 1860. The 
 true posiilion of a!l details having been ascertained, lines of Levels 
 were run throitgh all the streets then open, and contour lines, 
 beginning at th*^ highest point of the hill immediately to North 
 of the Episcopal Cemetery, along tlie edge of the Kideau River, 
 to that pomt at which the City boundary leaves it on the South, 
 to the head of the Bay at the Chaudiere. The survey was then 
 laid down on a scale of 66 feet to one mch, and it covers 300 sq. 
 feet of drawing paper. The sections of the streets cover 560 
 square feet ot the same material, and have numbers representing 
 the hei'jhts marked on all the ordinates. 
 
 The plans would iiave been finished at an earlier date, but a 
 portion of svuface contained between high and low water, at the 
 foot of the clifis, of the utmost importance to the City at a future 
 day, as furnishing sites for wharves, etc., could not be accurately 
 got at till a few days ago. 
 
 The datum for all the sections is the sill of the lowest lock 
 (guard lock) on the Ilideau Canal, and the records of the rise and 
 fall of the waters in the Ottawa lliver, which has been kept for a 
 series of years by the officers of the Ordnance Department, will 
 be available for determining actual high and low water. 
 
 OBJECTS WHICH THE SURVEY HAS ACCOMPLISHED. 
 
 The very accurate Topographical survey of the City now laid 
 before you demonstrates the necessity which existed for a measure 
 of this description. A glance at it will suffice to point out the 
 Jifterence between the actual alignment of the streets and the 
 
, the base 
 le position 
 it of lines 
 
 Trigono- 
 those lines 
 calculated 
 es and al! 
 
 and that 
 ce, Hou'e 
 60. The 
 of Levels 
 our lines, 
 to North 
 au River, 
 he South, 
 
 was then 
 •s 300 sq. 
 over 560 
 )resenting 
 
 e, but a 
 
 , at the 
 
 : a future 
 
 ccurately 
 
 iGht lock 
 
 rise and 
 
 ept for a 
 
 ent, wilt 
 
 JSHED. 
 
 now laid 
 measure 
 out the 
 and the 
 
 theoretical straight lines so prominent on all hitherto existins; 
 plans, while the disposition of the houses and structures shows 
 a departure from the principles on which the streets are supposed 
 to have been originally projected. In many cases the actual 
 encroachment of houses and fences on the streets is plamly visible, 
 but till tiiis survey was completed, no remedy^ could be either 
 devised or carrieJ into effect. 
 
 Through the kindness of Colonel Cofiin, I have been able to 
 comply with the direction of the Water Works Committee, and 
 have copied a plan placed at my disposal by that gentleman, 
 made by J. S. Dennis, P. L. S., and sought to be legalized 
 during the present session of Parliament. 
 
 I would recommend that measures be taken by the Council to 
 establish the alignment of the streets, by, in the first place, having 
 the survey now submitted legalized, and, secondly, by having 
 proper boundary marks of cast iro?i placed at the intersection of 
 every street, to the lines between which, the front of all houses 
 should in future be restricted, and not even as much as a moulding 
 should be allowed to project beyond. In the meantime, it would 
 be advisable to allow sucli frairio or other oodcn houses as are 
 now c!i the street to remain till removed by dycny or otherwise. 
 This, of course, only applies to cases where the houses are only 
 three or four ftet over the line and where the encroachment has 
 not been recent. In placing the cast-iron boiiiidary marks, they 
 should be located on the outer edge of the sidtwalk so as to be 
 alike free from tiie obstruction of projecting house fronts and from 
 the danger of bting built over. Jn comparing tiic rehidts of our 
 survey with that made by Mr. Dennis, a dtvialion of some feet 
 is apparent at the lower end of Cumbtrland St.'cot, commencing 
 on the \V(.^t side of that ;trcet at ih'.' junction of St. Patrick's 
 Street and running to the intersection of Cathcart f?trcct. 
 
 Taking all tiie circumstances oi' tiie case into consideration, 1 
 am of opinion thut tlie iiiti.-ri ^ts of the City nil! be best served bv 
 having a consultalion between parliis selected to act for 
 the Corporation and tiie Crown Lands Di'|)ar(n)cnt, or whom- 
 soever they may delegate, for tiie purpose of settling the 
 
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 8 
 
 alignment of the streets, and that the lines so determined on may 
 be legalized ; at the same time, such questions affecting private 
 property as may be involved therein, can be quietly settled. But 
 the great problem which this survey has solved, is that affecting 
 those improvements demanded by the altered circumstances of 
 *he City. Foremost amongst them is the primary one on which 
 they must be based — 
 
 THE DRAINAGE OF THE CITY. 
 
 Ottawa may be described as situated on bold limestone cliffs 
 sloping towards the Eastward, till, at a point where King Street 
 intersects Rideau Street, it attains its maximum of depression, at 
 an elevation of 70 feet above low water in the Ottawa River. 
 It ascends from that point to the summit of the ridge of sand hills 
 immediately overhauguig the Rideau River, when it attains a 
 maximum elevation of 114 feet above low water. It will thus 
 be seen that the axis of depression takes the line of King Street, 
 and governs the natural drainage of the whole City. The 
 true principle involved in the consideration of the plan by wh:ch 
 such an extensive system of drainage tonipelling the construction 
 of expensive works, hliould be conducted, is that of making all 
 the natural resources of the surtace contour available. - In 
 pursuance of tins purpose I would recommend the adoption of the 
 natural depression mentioned as the best site for the maiu sewer 
 of thai system of drains which must pervade the City. Starting 
 from a point on Hugh Street, 200 feet, to the south of the 
 present Ciowti Timber Office, the direction of the main sewer 
 will lollow the line of Albert Street to the Basin at the Rideau 
 Camil, ur.der the bottom of which it passes at a sufficient depth 
 for security, and fol!o\^irig the course of the present B_> -wash 
 down INIosgrove Street to its junction with Rideau Street, thence 
 to the juiiclion of King Street, along that street to the foot of 
 Calhrart Street, and up that street to the intersection of 
 Diilliousie Slreet, the line of which latter street it follows, crossing 
 McKay Street and through the grounds of John McKinnon, 
 Esq., to the final outlet into the Ottawa. Into this main sewer 
 
 
 1 1 
 
ined on may 
 ting private 
 ttled. But 
 lat affecting 
 mstances of 
 ne on which 
 
 estone cliffs 
 Cing Street 
 pression, at 
 taua River, 
 of sand hills 
 it attains a 
 It will thus 
 u'ng Street, 
 ity. The 
 b by wh:ch 
 :onstruction 
 making all 
 lable. - In 
 ption of the 
 niaiu sewer 
 . Starting 
 nth of the 
 nain sewer 
 the Ptideau 
 client depth 
 t Jl) -wash 
 eetj thence 
 the foot of 
 section of 
 's, crossing 
 ilcKinnon, 
 nain sewer 
 
 the whole drainage of the City will be passed, except that portion 
 to the westward of the Concession line between B and C, 
 Wellington Street, and the area between it and the River, 
 together with the district known as Le Breton's Flats, those 
 portions finding (heir natural outlet through the ravine at the 
 latter place. 
 
 The superficial area on which the City of Ottawa stands is 
 equal to 3S29'0'19 acres, divided into five Wards, namely : 
 
 Ottawa Ward contains, 
 By Ward do., 
 
 St. George's Ward contains, 
 Wellington Ward do., 
 Victoria Ward do.. 
 
 228- 1- 32 acres. 
 202-0-35 " 
 4.8i-l-25 
 652-2-03 
 261-2-1-i 
 
 (( 
 
 « 
 
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 There is thus a total area of 1810-0-3i acres and 18'3-25 of 
 water within the City Limits, from which the natural drainage has 
 to be conducted ; and if to this is added the sewage furnished 
 by a population of 90,5GO souls, or at the rate of 50 persons to 
 the acre, we have a total quantity of 4-30,925,282 cubic feet per 
 annum, equal to nearly 819 per minute, to pass through the 
 artificial outlets which must be provided to meet the exigencies 
 of the case. 
 
 The method usually pursued in providing for similar contingen- 
 cies is to assume that the rain fall over the whole area is equal to 
 39 inches per annum, and of this quantity 2t inches has to be 
 disposed of as superfluous, the remaining 15 inches being (as 
 ordinarily assumed) disposed of by evaporation. This rule is not 
 of universal application, nor can it hold good amidst a dense pop- 
 ulation, simply because the area of Po?idage is diminished, and 
 therefore while two feet may be the average contribution of rural 
 districts to the rivers and streams, that furnished by cities and 
 towns must more nearly approach three feet. In well drained 
 cities, very liuie is absorbed by evaporation, and the true rule 
 which should he adopted is to adjust the area of the sewers to 
 dispose of the wiiole quantity, plus the sewerage contribution of 
 the whole population, and in additioni to provide for contingencies 
 
 ■'I « 
 

 
 to 
 
 arising from suildcn discharges owing to atmospheric aberation. 
 In considering this subject, I have siijiposed that such a circum- 
 stance would occur as a rain fall of two inches in 24' hours, and 
 have adapted the sewers so a^ to accommod:ite that quantity as 
 fast as delivered. Tlie main sewers as desciibcd, will be of the 
 lengths and dimensions as follows : From lluorli Street to Basiii 
 2,900 feet ; Basin to Lock on Bywash, 84<5 feet ; Lock to 
 Rideau Street, 500 feet ; Llideau to intersection of King Street, 
 1,900 feet ; equal to G,M'5 feet, with an average outfall of 
 35.23 feet per mile, '^riie area drained by this portion of the 
 sewer equals 893-0-52 a;res, and with the population as assumed 
 (50 souls to an acre), the seweragi? would eqtud 155 feet per 
 minute, while the natural drainage would be 237 feet per minute. 
 The dimensions of this part of the main drain 2'. 6" x 3'.6" will 
 discharge with a depth in the drain of 2 '.3" ;= 153f) cubic feet 
 per minute. For the proposed length of uKiin, the accompanying 
 sketch, plan jNo. 1, will show the design. 
 
 From the point where King Street intersects Ridean Street, to 
 the foot of Cathcart Street, a distance of 2,680 feet, an en- 
 largement of the sectional area is requisite. Because the rate of 
 fall per mile is reduced, while the superficial area is increased to 
 1180307 acres, the outfall bemg only equal to Id-.^S ft. per mile. 
 The section of this drain shews an prsa of 3.6 « 5.0, and with 
 a depth of 2.6 head in drain, the discharge is equal to 2352-35 
 cubic feet per minute. The sewerage due to the population is 
 equal to 205 cubic feet per minute, and area 293 cubic feet, equal 
 to 498 cubic feet per minute. Sketch plan No. 2 gives the 
 design for this portion of the main sewer. 
 
 From the intersection of Cathcart and Dalhousie Streets, the 
 main sewer, to its final embouchure at low water in the river, has 
 a total length of 3,217 feet. The average outfall is li feet per 
 mile, the capacity of the main drain has been enlarged to 4'.0" m 
 5'.6", as the superficial area has also considerably increased, the 
 drainage from an area of 1322* 1*11 acres, and sewerage from 
 corresponding population, equals a gross amount of 787 cubic 
 ftfet per minute. 
 
 1- 
 
aberation- 
 
 I a circum- 
 
 i' hours, and 
 quantity as 
 
 II be of the 
 ct to Basiii 
 
 ; Lock to 
 Ling Street^ 
 ? outfall of 
 lion of the 
 
 as assumed 
 
 35 feet per 
 per minute. 
 3 '.b'" will 
 ') cubic feet 
 couipanying 
 
 n Street, to 
 i?et, an en- 
 
 the rate of 
 icreased to 
 t. per mile. 
 0, and with 
 to 2352-3r) 
 opulation is 
 
 feet, equal 
 gives the 
 
 troets, the 
 ! river, has 
 14 feet per 
 4<'.0" H 
 reased, the 
 ernge from 
 787 cubic 
 
 ir 
 
 From the cliffs below Mr. McKinnon's house to a point below> 
 low water mark, it will be necessary to build the sewer down an 
 incline of 40 feet in 100, and as the (!is<: barge of sewage from so 
 large a population must necessarily hi oflensive,it will be requisite 
 to construct that part of the sewer with especial care ; it should 
 be set in cement, and carried down to a point below the surface 
 of low water. 
 
 One of the great objects gained by delivering the sewerage of 
 the City at the p int indicated, will be that of having it carried 
 away at on;e by the current ; the evil arising from allowmg it to 
 gyrate for weeks in the various eddies sure to be encountered 
 at any other point are avoided, and ui a sanitary point of view, 
 the importance of removing the filth of a Lrge city cannot be 
 over-rated. 
 
 The capacity of the last portion of the main drain will be equal 
 to the discharge of 3071-20 cubic feet per minute. 
 
 The rain fall due to the whole area to be drained, would only 
 reach 356 cu ,.ic feet per minute, while a population of 65,000 
 souls, at an average of 30 gallons sewerage matter per head per 
 day, would furnish 431 cubic feet, making a total of 787 cubic 
 feet per minute, or \ the capacity ot the sewer. 
 
 STREET DRAINAGE. 
 The main sewer forming the natural axis of the surface drain- 
 age, the leading street drains are lateral to it, consequently the 
 greatest length atlnirjid by any of these drains will jiot much ex- 
 ceed 3,000 I'eet, all (he parallel streets will thus have the smaller 
 drains, as the disposition of the surface compels draining 
 in the din^ction of the greatest outfall^ the intersection 
 of the lateral sti-eets cutting up those parallel to King 
 Street, into small blocks. Assuming a length (.>f 4,000 feet 
 as the greatest to be drained continuously, and tlie width of 
 street 6(5 feet, and of lots on both sides 99 feet, = 264 feet, 
 which sum mulliplind by 4,000, will give an aiea 1,056^000 
 square feet area, at 50 souls to the acre, the |)opulation would 
 equal 1,210, rain fall of 39 inches would give a discharge of 6^ 
 
 41 
 
 ! ', 
 
12 
 
 cubic feet per minute ; sewerage at 30 gallons per head jjerdiem, 
 equal 4.^ cubic teet per minute, thus giving a to-?i of 11 cubic 
 feet per minute to be disposed of. Tiie dimensions of the longer 
 street drams being equal to 2 feet by 3 feet, with a depth of 
 water equal to 2 feet, will discharge with a fall of 10 feet per 
 mile f399 cubic feet per minute. For the cross drains, a much 
 smaller size will suffice, llie dimensions according to drawing, 
 will be 1'.6" t-i 2 '.4.", 
 
 The form adopted for the sewers is that commonly known as 
 egg-shaped, because it combines the advantages of great strength 
 and resistance to vertical pressure, as well as allowing the utmost 
 scouring capacity, and cmsequently preventing the deposit of 
 sediment. It is advisable to build the main sewer in stone to the 
 springmg of the upper arch, the boitom and sides of the sewer to 
 that point being composed of single brick, lying as shewn in 
 drawings. The upper arch or crown of the drain being of double 
 brick. 
 
 The smaller sewers, street drains, manholes being built of brick 
 set in cement, all the brick work should be set in cement. Gutter 
 drains and house drains should be earthenware pipes, 6 inches in 
 diameter. The gutter drains should be put in at 500 feet apart 
 or to suit ti)e blocks into which ihc .ity is divided. The man- 
 boles in the main sewer are to be 1,000 feet apart, and should 
 serve as gutter sewers also. 
 
 Before closing my observations on this subject of drainage, T 
 would wish to enforce the necessity which exists for one uniform 
 and comprehensive system as necessary to the sanitory condition 
 of an Increasing population, as it is imperatively demanded for the 
 success and preservation of the works requisite to insure commer- 
 cial intercourse. 
 
 The drainage of that part of the Cily known as the Lower 
 
 Town is naturally defective, and the attempts which have been 
 
 made to improve it are failures, because no proper outfall has 
 
 - been established for the desultory and ineflective measures under- 
 
 iuken. For the uppei' portion of this division of the City, an out-. 
 
13 
 
 i:er diem, 
 11 cubic 
 the longer 
 depth of 
 feet per 
 IS, a much 
 » drawing, 
 
 known as 
 t strength 
 he utmost 
 deposit of 
 one to the 
 B sewer to 
 shewn in 
 of double 
 
 It of brick 
 Gutter 
 5 inches in 
 feet apart 
 The man- 
 nd should 
 
 rainage, T 
 le uniform 
 condition 
 ed for the 
 ! comraer- 
 
 *}e Lower 
 have been 
 utfall has 
 res under- 
 ly, an out-. 
 
 fall might be had by draining into the Rideau Kiver, but all 
 eastward of Dalhousie Street is under the influence of that stream 
 at high water, and drainage to any beneficial extent could not be 
 secured. The condition of the Rideau River itself is such as 
 to ignore the idea of any attempted drainage in that direction, 
 which could only result in converting it into an immense cess-pool. 
 As the portion of the City lying along that river is little better 
 than a swamp, and northward of Rideau Street it is the most 
 densely populated portion of the City, the condition of its inhabi- 
 tants can be surmised, but it requires actual experience to appre- 
 ciate the discomfort endured in wet weather from its almost un- 
 known depth of mud, and the eftluvia arising from its frequent 
 stagnant pools of water. The fearful prevalence of the smallpox 
 during the last season is one of the many evils of a similar descrip- 
 tion due as much to the unhealthiness of a locality without effi- 
 cient drainage, as to the epidemical character of the disease. 
 The funds of the Corporation have been wasted from time to time 
 in desultory efforts at drainage, ridiculous in design, and totally 
 inapplicable to the purposes intended, as well as utterly useless in 
 the prospects of any general system hereafter to be adopted. So 
 absurd is the manner in which the drains hitherto constructed in 
 this city, have been designed and budt, that a system of opc7i 
 sewers would be far preferable for all useful purposes. It could 
 only arise from gross ignorance of the effects produced by the 
 concentration of the sewerage of a densely populated neighbor- 
 hood that drains built of loose stone covered with cedar, and 
 without sufficient outAill would be allowed to be constructed at al.", 
 as the inevitable result must have been to destroy the cellarage 
 of the City in a little while, and to convert the houses into recep- 
 ticles for the worst kind of miasmas. In addition, the designs for 
 those drains are the worst possible, a rectangular form being best 
 adapted for silting up by the deposit of the heavier material held 
 in suspension by the sewerage water, and it is only stating a well- 
 known fact to assert that nearly all those drains at present con- 
 structed are now silting up to a considerable extent. The con- 
 clusion which must be forced on the public mind is that a general 
 system of drainage must be adopted ; that the first step in that di- 
 
 ' 
 
 1! 
 
 tr 
 
 -f 
 
u 
 
 rection must he taken by constructing a main sewer, nud that it 
 will be more ecouomical lo undertake those improvements de- 
 manded by the altered condition of lliis City simutoneously, so that 
 the laying of the pipes for water supply can be accomplished 
 while tlw sewerage excavation is refilling, arid the surplus being 
 employed to grade the f.treets, the macadamization may be 
 completed immediately after. 
 
 STREET PAVING AND MACADAMIZATION. 
 
 The next subject for consideration will be the Improvement of 
 the Streets and Highways of the City. It is a well known rule 
 that good roads are as necessary to trade and commerce as good 
 markets, and it might be added that one of these conditions 
 generally makes the other. At the basis of any system 
 of street improvement, the thorough drainage must lie, because 
 it is ridiculous to witness the eflorts made to macadamize in what 
 is literally a sea of mud, and the available asset:^ of the Corpora- 
 tion are expended in fri.itless endeavours to construct roads 
 through a morass^ from the surface of which they disappear the 
 first wet day. The condition of some of our leading streets 
 is proof positive of tiiirj matter. It is a great mistake to 
 suppose that a quantity ot broken shale thrown over a 
 thoroughfare is the proper melhod of construction. It is 
 a mere perversion of terms to call sucli a proceeding 
 macadamiz;ition. Tliis at best is but squandering uselessly 
 i'unds which juJicioujly empioved would be a benfficial investment 
 for the City. As remarked before, the first operation must be 
 the provision foi- tliorouj,h drainage ; the road bed should be 
 then graded and s dud. This hist operation coMsi'?ts in covering 
 it with stiff cl.iy to a deptii of ihri^! incli(!s ; ovim- tliat a layer of 
 small boulders from tliice to five incluis in diaiiinter, should be 
 placed, ard the broken stone fur mac idariiizition to a depth of 
 eighteen inches in the centre, slopin;;- to l^vehp inches at the 
 gutter, shou' .1 be laid. The road bed i^liould he ca^.t high^T in 
 the centre, at the rate of twelve inches in fii'ly fuft, so as to allow 
 a slope for the surface water to run ofl freely. Advantage should 
 
 m I 
 
niid that it 
 ements de- 
 Jsly, so that 
 icomplished 
 rpliis being 
 n may be 
 
 )N. 
 
 ovement of 
 known rule 
 ce as good 
 
 conditions 
 my system 
 ie, because 
 ize in what 
 e Corpora- 
 ruct roads 
 iappear the 
 ling streets 
 mistake to 
 n over a 
 1. it is 
 proceeding 
 f uselessly 
 investment 
 n uKist be 
 should be 
 11 covering 
 a layer of 
 
 should be 
 a depth of 
 les nt the 
 ■ high'T in 
 as to allow 
 [age should 
 
 15 
 
 be taken of the inclinatiou of the surface to construct the side drains 
 with such an mclination to the nearest gutter drain as to prevent the 
 possibihty of overflowing ; and the macadamization should follow 
 the contou. of the transverse section of the road bed, which 
 outline should be carefully preserved in all subsequent repairs. 
 The material used in construction should be hard stone ; the 
 limestone of this neighbourhood is too soft and friable, filled with 
 shale, easily disintegrated by atmospheric action, and crushed into 
 plastic mud by a few days' traffic. The Nepean Sandstone 
 appears to be a hard and durable material, and, if of the value 
 asserted in the Commissioners of Public Works' Report, might 
 be rendered available for the required purpose ; but I should not 
 like to recommend its use till after fair trial. But the common 
 Syenite or Gneiss is incomparably the best material, and would 
 be the cheapest, because the most durable. Still, macadamization 
 is inadmissable where a large traffic exists, and other methods roust 
 be resorted to. The experience of all cities is against the 
 adoption of macadamization as applied to great leading thorough* 
 fares, and edorls have been made in many places to Bnd a substitute 
 in Asphalt, Wood Paving, Brick, and even Cast Iron, as a 
 remedy for the inconvenience arising from clouds of dust 
 or unlimited quantities of tine mud. After fair and sufficient 
 trial, each of those experiments were discarded in turn as fadures, 
 and the common stone block pavements of those road-makers of 
 the ancient world — the old Romans — resorted to as the nearest 
 approach to ,)erfection, thus illustrating 4he sage observation of 
 the wise king, that " there is nothing new under the sun." The 
 method followed by the ancient conquerors of the civilized world, 
 after a lapse of two thousand years, commands our admiration, 
 because they appear to have viewed their Public Works as being 
 built for the benefit of their successors, and therefore took every 
 precaution to make them as imperishable as the material of which 
 they were constructed. The use of wheel carriages not being as 
 extensive as in our day, there was no necessity for observing the 
 rules which govern modern road-making in so far as the inclination 
 was concerned ; but great care was observed in the construction. 
 Although the grades might be inadmissable, still the structure 
 
 ! ; 
 
 i * 
 -J I 
 
 k\ 
 
If 
 
 i i 
 
 16 
 
 Was without fault. It was ia all respects a raised causewa/; 
 regularly graded, the bottom of the road bed formed of boulders 
 Tarying from six to eight inches in diameter ; over this was laid 
 a bed of concrete, in which the rough blocks were firmly 
 embedded. At this day, when portions of roads so constructed 
 have to be, removed for railway cuttings, the only method 
 available is blasting, precisely in the same manner as of rock m 
 situ, and portions of it come away, or are displaced, which must 
 again be drilled and blasted before they are manageable. — 
 Modern practice in this matter of formation, has been modified 
 for two reasons : — In the first place, the expense of setting in 
 concrete would be very great ; secondly, because the extensive 
 use of wheel carriages, the consequent economy of animal power 
 allowing heavier loads than the ancients ever dreamed of, by the 
 limiration to easy rates of inclination, involve an amount of wear 
 and degradation by actual mechanical means, which the ancient 
 roads had not to encounter, and compelling the Comparatively 
 frequent renewal of the modern ones. Those reasons rendered 
 it necessary to substitute for the concrete some less adhesive 
 material, so that the repairs needed might be accomplished 
 without interfering with the integrity of the whole surface, and 
 at the same time an efficient road bed in which the blocks would 
 sit firmly, could be obtained. The usual method of building 
 such roads at present is to place over the clay soling six inches of 
 coarse sand^ and on ttiis to lay blocks of stone one foot in depth 
 at least, and of as regular a shape as possible. In some cities 
 those blocks are usually cut to a perfect cube of one foot ; but 
 my own experience does not lead to the conclusion that such a 
 course is at all necessary. My specification for the construction 
 of such a roadway would run thus : " The road bed to be 
 *' regularly formed as usual with an inclination from the centre, 
 " of one foot in 25, soling of three inches in stiff clay, smoothly 
 "and fairly laid, six inches of coarse gravel spread over the 
 " soling, and the stone blocks to be evenly and neatly laid in 
 " same ; one row through the centre of the width to be paved, 
 " to be laid first — the outer rows on each side, next laid, so as to 
 " act as curb stones, and the remainder of the block to be laid 
 
} causeway; 
 
 ] of boulders 
 
 this was laid 
 
 were firmly 
 
 constructed 
 
 only method 
 
 s of rock in 
 
 which must 
 
 mageable. — 
 
 een modified 
 
 of setting: in 
 
 he extensive 
 
 inimal power 
 
 id of, by the 
 
 ount of wear 
 
 I the ancient 
 
 omparatively 
 
 ons rendered 
 
 ess adhesive 
 
 accomplished 
 
 surface, and 
 
 blocks would 
 
 I of building 
 
 ; six inches of 
 
 foot in depth 
 
 n some cities 
 
 tie foot ; but 
 
 that such a 
 
 construction 
 
 d bed to be 
 
 n the centre, 
 
 ly, smoothly 
 
 2ad over the 
 
 eatly laid in 
 
 be paved, 
 
 laid, so as to 
 
 c to be laid 
 
 17 
 
 '•' between, beginning from the centre and each side, so as to 
 " leave one row as keystones. Care should be taken to keep the 
 " upper surface as close to the sectional contour as possible, and 
 " the true grade of the road on Longitudinal section, should be 
 " preserved." The superficial area of such blocks should not be 
 greater than two feet square, larger stones being liable to get out 
 ot position and to injure the general structure. 
 
 I would recommend that from Union Bridge, through Duke, 
 George, Wellington, and Rideau Streets to Rideau Bridge, this 
 style ol road making be adopted for a width of 20 feet in the cen- 
 tre of the road, as shewn in drawing No. 7. From the inter^ 
 section of Su^sRX Street, to foot of Bridge at New Edinburgh, a 
 similar construction is desirable. The remainder of those streets 
 should be macadamized with broken gneiss, and good gutters 
 fprmed at the sides, 'i he cost involved in this measure, although 
 necessarily great, will not be useless, because a roadway propeily 
 constructed after the proposed design, will last for many years, 
 and will only require partial repairs. The difference of cost 
 between it and the miserable attempt at macadamization resorted 
 to at present, is so small as to make it a matter of very little impor- 
 tance in the consideration of this subject. I would propose that the 
 remainder of the thoroughfares of the City should be macadamized 
 with broken gneiss; but in no case should the native limestone 
 be used. The construction of gutters as shown on Section 
 No. 10, is necessary ; they should be formed of stones set 
 edgewise. Curb stone, next street, should oe at least 2 feet deep j 
 and great care should be taken in the construction to build the 
 gutter with all the attributes of an inverted arch. I would also 
 reioinmend that flagged sidewalks be substituted in all the main 
 thoroughfares for the present wooden apologies; and in all others, 
 that grave' sidewalks be built, as ;5hown in drawing No. 10. 
 Those walks should be formed in the usual way of preparing a 
 macadamized road : the bottom should be composed of boulders 
 to a depth of six inches, over this coarse gravel should be placed 
 and levelled, while the whole should be blinded with fine sand. 
 At the outer edge a heavy curb-stone should be placed, on edge 
 ,pf not less than two fe?t ir. depth by eight joches in ividth. The 
 
 rl 
 
I I 
 
 I ''I 
 
 I ! 
 
 18 
 
 sidrvralk should have a surface inclination towards the gutter of six 
 inches in twelve feet. The cost will not be much greater than 
 thii present nuisances, and the advantages in comfoit and a 
 sanatory point of view, beyond all comparison. The great 
 objects 10 be attained by a comprehensive measure of this 
 description, are cleanliness, facility for traffic, and positive 
 freedom from the calamities of annual ejuJemics, and with a proper 
 supply of water, comparative immunity from fire. 
 
 The plans proposed for effecting those objects are in 
 accordance with the natural facilities afforded by the situation of 
 the City, and therefore at the minimum of cost the disposition of 
 the main sewer enables three-fourths of its length to be constantly 
 flushed by the waste of the Canal ; and the By-wash, instead of 
 being a source of disease and a nuisance to the low-lying portions 
 of the City, will be made available as a medium of cleanliness. 
 The smaller sectional area of the main drain westward of the 
 Canal, its great outfall, and the facilities which it affords for 
 ordinary flushing operations, renders the consideration of artificial 
 means to that end of only secondary importance. The Longi- 
 tudinal sections of the streets will show that every advantage has 
 been taken of the natural surface to prevent expensive excavation, 
 and the best and most effective system of macadamization has 
 been recommended as in the end the most economical. 
 
 I look upon the opening of Wellington Street and the erection 
 of a new bridge as a substitute for the existing one, (^known as 
 Sappers Bridge) to be absolutely necessary. This would involve 
 a large amount of excavation from the end of Elgin Street to 
 the foot of the new bridge, and would necessitate the levelling of 
 the who'e area between Wellington and Spnrks Street, at the 
 point of junction. This Bridge should have sixty feel of width 
 between the roadways, and according to sketch shown in No. 9, 
 fihould be one hundred feet span. It should be an Iron 
 Lattice Bridge with Stone Abutments and Wing Walls. — - 
 Sketch No. 11 shows the plan proposed to adapt it to 
 to Sparks and Wellington Streets. I would also advise 
 tbe ereetioD of a new Bridge, according to design in sketch 
 
\y 
 
 gutter of six 
 greater than 
 foit and a 
 The great 
 uru of this 
 nd positive 
 ith a proper 
 
 cts are in 
 situation of 
 imposition of 
 e constantly 
 I, instead of 
 ing portions 
 
 cleanliness, 
 ward of the 
 
 affords for 
 I of artificial 
 The Longi- 
 kantage has 
 i excavation, 
 mization has 
 I. 
 
 the erection 
 , (^known as 
 I'ould involve 
 in Street to 
 i levellms of 
 reet, at the 
 feet of width 
 vn in No. 9, 
 be an Iron 
 ig Walls. — • 
 adapt it to 
 also advise 
 s;n in sketch 
 
 No. 8, across the Rideau at t!u foot of Rideau Street. — 
 Instead of passing on the site of the present Bridge, it would 
 be advisable to pass the new structure over the foot of the 
 Island, and elevate it considoinbly : it should be of three spans of 
 180 feet each. I would also recommend a similar Bridge to be 
 erected at the foot of St. Andrew's Street, passing on to the 
 large Island in the Rideau, and across that to the Eastern 
 channel, over which a single ?pan will carry it to the eastern 
 shore. The erection of the Bridge at the foot of Rideau Street 
 will involve some excavation on the end of that street, which is 
 provided for in the estimates, and will have the effect of lessening 
 the ascent. The reason for the bridge at Park Street is to 
 allow ready access to the Wharf and Railway Station. It is a 
 mistaken notion to suppose that confining th<i traffic of a county 
 to a certain street in its market town is necessarily the best 
 means of extending or rendering such traffic beneficial to the 
 interests of all concerned. 
 
 The Report on Water Supply for the City has been prepared 
 for some time, but from causes beyond my control, has not been 
 submitted to the Council. It is now incorporated in this general 
 measure, because it is in reality a part of it, and the construction 
 of the necessary works can be effected more econoinical'y in 
 conjunction than separately. One very heavy item of expense in 
 laying the water pipes (viz., the cost of excavation,) can be 
 altcgether avoided by laying them during the progress of the 
 drainage. I have to direct tne attention of the Council to the 
 fact that no answer to the application to the Government for the 
 location of the Reservoir on Barrack Hill has been received, 
 although three months iiave elapsed since the date of such 
 application. It would be advisable that the Council take 
 immediate action in this matter, and also in procuring a grant of 
 the reserved lots West of Pooley's Bridge, as the site of the 
 proposed Water Works. 
 
 r 
 
ffli 
 
 
 ilQ 
 
 SUPPLY OF WATER. 
 
 Tho last, but not the least, of those measures demanded 
 for the health, convenience, and comfoit, of the inhabitant?, 
 and by the altered ciioumstances and prospects of this City, 
 is the supply of a sufficient quantity of water for all purposes 
 of domestic economy, cleanliness, ornament, or as an agent 
 in the preservation of property from the ravages of fire. — 
 The consideration of the means whereby this want could be 
 supplied has been deferred till now, because, without a thoroughly 
 efficient system of Drainage, an abundant supply of water would be 
 a mistake of the first magnitude, having the effect of converliig a 
 morass into a quagmire, and adding largely to the natural evils 
 which affect the low-lying portions of the City. But while the 
 consideration of the means whereby this desirable object could bo 
 attained, has naturally followed the more immediately important 
 measure of Drainage, it does not necessarily postpone the execution 
 of the requisite works when the time arrives for putting the whole 
 plan into actual operation. As intimated betore, all those works 
 should be carried on {simultaneously, as well from their actual 
 connection as pai ts of the same system as from motives of economy, 
 because by so doing the saving of at least $70,000 will be eflocted 
 in excavation for laying the water pipes. 
 
 The position of the City of Ottawa naturally confines tho 
 consideration of a water supply within the limits of the simple 
 application of natural motive power for that end. Seated on bold 
 limestone cliflfs, commanding the plains to the East and South, 
 separated from the West and North by a large River, the question 
 of a supply by gravitation — if the means existed for such a measure 
 —would present features of no ordinary difficulty. But the very 
 reasons which militate against the application of the best and 
 simplest of all powers for ministering to the necessities of mankind 
 in this ^particular, enables the desired end to be attained by the 
 application of machinery. 
 
 The City of Ottawa is founded on a delta formed by the junction 
 of the Rideau River, the River Ottawa, and the boundary line which 
 joins both Rivers on the south s.de of the City, defining its limits, 
 thus forming a scalene Triangle, of which the Ic.npcst side is that 
 bounded by the Ottawa River. A short distance below the point 
 nt which tho Southern boundary of the City leaves that River, its 
 ^yolume is precipitated oyer a liinofitono ledge, forming the cele- 
 
 t: 
 
emanded 
 
 abitantP, 
 
 lis City, 
 
 purposi'3 
 
 n agent 
 
 f fire.— 
 
 3ould be 
 
 oroughly 
 
 would be 
 
 vertii g a 
 
 ural evils 
 
 'bile the 
 
 could bo 
 
 mportant 
 
 execution 
 
 he whole 
 
 )se works 
 
 ir actual 
 
 econoin}', 
 
 e effected 
 
 Rncs the 
 ho simple 
 d on bold 
 id Souih, 
 ) question 
 1 measure 
 ; the very 
 best and 
 'mankind 
 id by the 
 
 ? junction 
 ine which 
 its limits, 
 de is that 
 the point 
 River, its 
 the cele- 
 
 •21 
 
 brated and beautiful Chaudiere Falls, which furnishes an ihex" 
 haustible supply of motive power, as well as abundance of pure 
 water. 
 
 The Ridcau River occupies the apex of the Triangle on which the 
 City is built. It comes from the soutiiward and dashes over the 
 Cliffs from a hcij^ht of 50 feet, to its junction with the main river. 
 Ii forms at this point a most magnificent cascade, strongly resem- 
 bling at a distance a beautiful white curtain : hence its name. Its 
 waters — derived from numberless marshes and swamps, subject to 
 frequent fn ihetsfrom a clay surface highly charged with decomposed 
 vegetable substances — is totally unfit for storage or distribution to 
 supply the wants of a large population. It is aUo insignificant in 
 volume, and its motive power within reasonable distance is absorbed 
 by manufactories. In the consideration of a subject of such 
 magnitude as the supply of water to an increasing population, four 
 elements are necessary to the success of the measure — Practicability, 
 Quality, Quantity, and Cost. From the pecuMnr circumstances of 
 this case, the question of practicability is reduced to the very simple 
 ore of applying the motive power furiished by the Chaudiere Falls 
 to the pntposo of puni[iing the water supplied by the River to a 
 Reservoir for distribution. 
 
 Tho diff'erence of level between the lowest water above the Falls 
 and the same pitch below, is about 40 R:et, while the same difference 
 between the level of extreme high water at both places is reduced 
 to 24 feet; in other words, extreme high w;^tcr above the Falls 
 rises to a height of 8 feet above the lowest summer level — below it, 
 to a height of 24 feet. This singular difference is due to the width 
 of the River being reduced from over li miles to 2600 feet, and also 
 from the vast volume of water passed into this ''omparativelv narrow 
 channel by the Gatineau, Rideau, Blanche, La Licvre, and North 
 and South Nation Rivers, as well :.s the closing of the Chenaux 
 Cartier, at Hawkesbury. 
 
 It is evident, thtn, that an immerse amount of motive power is 
 concentrated at the Chf.udicre Falls, and its application to the 
 desired purposes is one of mere mechanical skill and detail. 
 
 The range of clifis on wl'.Ich Ottawa is founded leaves tho waters 
 of that river at the head of Wellington Street, turning sharply to 
 the south, and continuing marked and distinct to the point at which 
 they are crossed by the lino forming the City limits, between lots 
 89 and 40. From the foot of these cliffs a large tract intervenes be 
 
 fit 
 
 ii 
 
)0 
 
 ■m 
 
 tweeu them and the river. This is known as Le Breton's Flats, and 
 with the islands adjacent constipate the manufacturing portion of the 
 City. A large portion of this District is under the level of the waters 
 at the head of the Chaudiero, irotn which it is separated by a 
 ridge of limestone rock of no great elevation, through the eastern 
 end of which the high floods of the Ottawa occasionally find their 
 way to the lower level. 
 
 Indeed, this ridge is hardly 15 feet above the low water level of 
 the Ottawa at the Bay, and gives additional proofs that before the 
 limestone ledge which forms the Chaudiere Falls was degraded to its 
 present height, the river flowed over the whole of the Flats. From 
 the head of the Bay, where the Concession Line B and C now 
 touches the water, a ravine extends up to the foot of the cliffs at 
 Pooley's Bridge, covered at high water to a depth of 10 or 11 feet; 
 and its course to the extreme east corner of the Bay at the head of 
 the falls is clearly defined. During occasional floods, the waters of 
 the Ottawa find their way through this ravine, but in no great 
 volume. 
 
 The course of the Ravine from the head of the Bay is nearly south. 
 It turns sharply at right-angles, to the Enstward, before it reaches 
 Pooley's Bridge, and again assumes a southerly direction to the Bay 
 at the head of the Chaudiere. It is with its ca.^torn Traverse wo 
 have to do, as between its southern bank and the junction of Duke 
 and Queen Streets an open space reserved by Government for pubhc 
 purposes, furnishes an admirable site foi the erection of the build- 
 ings and machinery necessary to make the natural motive power 
 supplied by tho river available. An excavation of 2000 feet in 
 length through Queen Street to the foot of the Bay at head of tho 
 Chaudiere falls, forming at once a .nill lead and conduit for supply 
 will enable advantage to be taken of the actual fall necessary for 
 motive power, without fear of back water or any of these contin- 
 gencies which might arise from the peculiar character of the river. 
 At the same time, this disposition obviates the necessity for ex 
 cavating a tailrace by using that portion of the Ravine lying between 
 Pooley's Bridge and the lower Bay for a purpose to which it is 
 especially adapted. 
 
 A further consideration of the question of practicability resolves 
 itself into the application of the necessary machinery and pumping 
 apparatus to the motive power, and the location of a reservoir for 
 storage purposes. Having provided for the .tecessary motor, the 
 
lats, and 
 on of the 
 le waters 
 ted by a 
 e eastern 
 ind their 
 
 r level of 
 jefore the 
 ided to its 
 s. From 
 i C now 
 e cliffs at 
 Til feet; 
 le head of 
 waters of 
 no great 
 
 rly south, 
 it reaches 
 the Bay 
 averse wo 
 n of Duke 
 for public 
 the build- 
 ive power 
 )00 feet in 
 Biid of tho 
 for supply 
 essary for 
 vse contin- 
 the river, 
 ty for ex 
 ig between 
 chich it is 
 
 y resolves 
 1 pumping 
 jorvoir for 
 notor, the 
 
 23 
 
 question of lifting tho supply of water to the requisite height rcJ 
 solves itself into one of simple Mechanics. I propose to erect two 
 vertical iron water wheels, of 20 feet diameter, working on the gra- 
 vitation principle, and 15 feet in width; four pumps, of four feet 
 sti'oke each, with the necessary connections, air vessels, &c., and 
 a rising main pipe of ISincjhes diameter, loading to a iTservoir placed 
 at or near the site of tho Militaiy Hospital on Barrack Hill. The 
 length n;" this main will be about 3, GOO feet. Tho reservoir should 
 be a paralh-'losiram 250 feet by 200 feet, of a depth of 30 fiit; 
 and in its construction the only real difficulty in carrying out 
 this portion of the general desiiin will bo encountered. As before 
 stated, Ottawa is seated on clitfs of Trenton limestone — unfortun- 
 ately not on the superior beds, but on the lower strata of that forma- 
 tion ; and, as is well known, froii up leaval or other disturbances, 
 such beds are broken, and traversed by fisures of every description, 
 as well as filled with alternate layers of soft shale, the chance of 
 finding a perfectly tight and sovmd bottom for a reservoir is small 
 indeed. It follows as a matter of necessity that such a structure 
 must be carefully constructed in all its parts, not the least important 
 of which mast, in this case, be the bottom. It will be necessary, 
 therefore, to excavate over the whole of that area to a depth of at 
 least 10 feet, and regularly build from that depth upwards. As I 
 advise that this reservoir should have 80 feet of water therein, and 
 as that I) eight should stnnd above the present level of the surface, 
 some idea of the magnitude of the propo-sed structure can be formed • 
 and when its cost is set down at $109,173, it is as small a sum as 
 cuuld be predicated upon with any chance of rendering it a service- 
 able structure for its intended purpose. To elevate a column of 
 water IGO feet high and IS inches in diameter, wil! require an engine 
 of 5§ horse power. To meet that, we have u pair of water wheels 
 of 20 feet diauieter by 15 feet wide, each furnishing 145 horse power 
 — a force capable of elevating tho whole contents of the cistern in 
 24 hours to its proper height. Once placed there the question of 
 distribution is one of mere detail, as its position would dominnte by 
 nearly 40 feet all other points in the city. Assuming the size of tho 
 reservoir as 250 x 200 feet, and allowing the gross area to be = 50,^ 
 000 sq. feet, we have to deduct from its storage capacity the space 
 occupied by its circumscribing walls, which will leave an area of 
 3G,000 sq. feet, at 30 feet depth, equal to a capacity of 1,000,00^ 
 cubic feet, or about 7,000,000 gals. As the pumps, when working to 
 their greatest useful effort, should deliver 75 gals, of water each rfl ft 
 
 D 
 
 I 
 
 \ 
 
It 
 
 i\ 
 
 24 
 
 stroke, and as they will make 12 strokes per minute, or 900 gals, de- 
 livered per minute, it would require 130 hours to fill the reservoir 
 with a single pump, working a pair, the same object could bo 
 attained in less than 80 hours. At a velocity of 90 feet per minute, 
 the power required would bu equal to that ot 58 horses, reckoning 
 the dynamic unit at 33,000 lbs. each horse power. With a velocity 
 of 5 feet per second, and 16 feet of effective fall, each wheel >,'0uld 
 be equal to nearly 145 horse power. Having demonstrated the 
 perfect practicability of the projected supply, the next consideration 
 is the quality of the water and its adaptibility to domestic purposes. 
 The River Ottawa furnishes an unfailing supply of pure water, 
 unchanged in quality by freshets, and preserving its purity for a 
 long period, deriving its source from and traversing a region of 
 crystalline rocks; it is singularly free from taint by decayed 
 vegetable matter, while the large and extensive hikes it traverses 
 act as natual filters for the deposit of any sediment it may have held 
 in solucion. It thus reaches the City so pure that the question of 
 infiltration need not be entertained. Personal experience has 
 demonstrated its palatable and healthy qualities, as well as its 
 thorough fipplicability to all domestic purposes, while the aid of the 
 chemist enables us to perceive and appreciate the reasons of its 
 superior qualities. In colour it is of a pale yellow amber, and its 
 chemical composition is as follows : 
 
 Carbonate of Lime, - - . . 0-2480 
 
 " Magnesia, .... -6696 
 
 Silicia, -2060 
 
 Chloride of Potassum, .... '0160 
 
 Sulphate of Potash, .... oi22 
 
 " Soda, .... 0188 
 
 Carbonate of Soda, .... 0410 
 
 Alumina and Oxyde of Iron Traces, 
 
 Manganese and Phosphorous do.. 
 
 0G116 
 
 As none of the sewerage of the City will bo discharged into tho 
 River above the falls, tho water can be taken from the Bay, and 
 with a little precaution, without the intervention of a supply pipe, 
 from the mill-lead at the wheel-house. 
 
 The next question for consideration is that of quantity. A supply 
 of 30 gallons per head per diem for a population of 25,000, would 
 equal 750,000 gallons. Allowing 250,000 gallons m jrc for the use 
 of tho Parliament Building and for the City, to be employed for 
 purposes of cleanliness or embellishment, we have a total of 
 
 t' 
 
gals, de- 
 reservoir 
 could bo 
 ^Y minute, 
 reckoning 
 a velocity 
 leel \,'ould 
 trated the 
 isiderution 
 purposes, 
 are water, 
 urity for a 
 region of 
 7 decayed 
 t traverses 
 ■ have held 
 question of 
 ience has 
 veil as its 
 e aid of the 
 sons of its 
 er, and its 
 
 J480 
 5696 
 2060 
 )160 
 )123 
 )188 
 )410 
 
 5116 
 
 id into tho 
 Bay, and 
 upply pipe, 
 
 A supply 
 
 300, would 
 
 for tho use 
 
 nployed for 
 
 a total of 
 
 0'\ 
 
 1,000,000 (one million) gallons per diem to be supplied, giving the 
 Reservoir a storage capacity for seven days, A single pump will 
 deliver over one and one quarter million gallons in 24 hours, and as 
 there is provision made for four pumps, casualties arising can be 
 provided against and a constant fiupply kept up. But it is a 
 question deserving the serious attention of the Corporation, whether 
 it would not be advisable to obtain by purchase or otherwise a site 
 for another Reservoir oi similar capacity. Such site is available'on 
 the Sherwood property. I would earnestly advise the City 
 authorities to obtain the site marked on the accompanying plan, on 
 which the relative positions of tho Reservoirs, Wheel-hf-.j 
 Mill-lead, and rising Main, are marked. It would bo as wen to 
 observe that the proposed working power could be made available 
 to its fullest extent, so that the question of quantity to be supplied 
 is not of anyseri>us consideration: with the power at hand it 
 would be a mere affair of expense. 
 
 The last element necessary to the success of this great measure 
 is that of cost, and it cannot be said to be a very heavy matter when 
 tho prospective and peculiar position of the City is to be taken into 
 consideration. Its greatest item, as before stated, is the construction 
 of the Reservoir, but that is an unavoidable outlay it would bo 
 impossible to dispense with. I hnvc made the calculations on an 
 increase of population to 25,000, and with an additional Reservoir 
 the works will be capable of supplying water to double that number 
 at least. I have estimated what I know to be ample sums for the 
 construction of those works, and I hold tenders from mechanical 
 Engineers in this City who are prepared to contract for the 
 machinery and water pipes at the prices given by me. The 
 advMitage of having all the machinery constiuctod in this City is 
 sufficiently obvious, and sho Id not be overlooked, as it is one of 
 the benefits likely to arise from an extensive measure of this kind, 
 calculated to develop the manufac uring cnpabilities of this City, 
 and ^0 establish amongst us that mechanical sui>eriority which our 
 material resources demand, and which the progress of events 
 assuredly requires. 
 
 The Estimates for the completion of this measure will be found 
 appended, and it behoves the people of this Citv to see what the 
 actual denifiu'l on their resources will be in connection thyrowith. 
 As before stated, they are amply sufficient to meet the requirements 
 of the design placed before the Council, and arc nr t in excess of tho 
 doQiand. It is a subject of serious consideratioD for the people qf 
 
 '\l 
 
 u 
 
 III 
 
 • 
 
m 
 
 i\\ 
 
 26 
 
 this City, that it bo prepared to take the high position awaiting- it, 
 and that no mistaken economy will interfere to prevent the inaugu- 
 ration of measures imperatively demanded by the exiscnciis of thi.s 
 case. With the example before us of the c:(ies of Ore. t Brit.iiti 
 and the continent of Kurope, the founders of thosu new s ats of 
 empiro on the American continent, have an ineiteni'Mt and a 
 precedent to gui'.le them in adojjting a differmt mode of procedare. 
 Now is the time to establish an efiicient system of imptovements 
 calculated to promote the comfort and sanitory condition of the 
 people and facilitate the development of the commercial and 
 manufacturing interests of the country. 
 
 COST OF CONSTRUCTION, AND DESCRIPTION OF WORKS. 
 The leading thoroughfare through the City is from Union 
 Bridge to the Bridge over the llideau River at the foo*^ of 
 Bit'eau Street. From East end of Suspension Bridge to West 
 end qf Bridge over Mill leads and Lumber Slide channels, — a 
 distance of 332 feet, — this street must be paved twenty leet 
 wide in tlie centre with blocks of gneiss laid on six inches of sand. 
 The remainder of the width, forty-six feet, should be macndnmiz'-d. 
 The substratum being rock, will not require any of the conditions 
 demanded by other streets ; and the situation of this portion of 
 the City bping on an island, no necessity exists for taking its 
 drainage into consideration. The length of the Bridge connect- 
 ins it with Bridge Street, is 480 feet. It is a wooden structure 
 built on stone piers with an average width of 18 feet, and should 
 be replaced by a wider structure ; in fact, all those bridges should 
 be 40 to 60 feet wide, but as it is in good repair, it does not 
 seem necess.iry to include a new structure in the Estimates. 
 From East end of Bridge to junction of Duke and Bridge Street, 
 a distance of 460 feoT, with a width of 60 feet, the paving, as 
 described, being 20 feet wide ; two flagged sidcvvalks of 12 feet 
 each : macadamizntion of 16 feet. Duke Street has a length of 
 872 feet and a width of 60 feet, to junction of Queen Street ; 
 Queen Street from Duke Street to foot of Pooley's Bridge, 220 
 ft. length, 60 ft. width. Within 32 ft. of the East end of Pooley's 
 Bridge, a house used as a blacksmith's shop appears by the 
 boundaries to be on this street. Pooley's Bridge, a wooden 
 structure 145 feet long and 24 feet wide : it is built on be?itSf 
 
waiting it, 
 ho inaua;u- 
 cii s of this 
 e: t Biit.iin 
 '.V s ats of 
 
 it and a 
 procoflaro. 
 ivovcnients 
 ion of the 
 ircial and 
 
 WORKS, 
 oni Union 
 le foo* of 
 e to West 
 anneis, — a 
 wenty leet 
 es of sand, 
 ndfimiz'^d. 
 conditions 
 portion of 
 taking its 
 e connect- 
 1 structure 
 and should 
 Iges siiould 
 
 does not 
 Estimates. 
 Ige Street, 
 pavincr, as 
 of 12 feet 
 I length of 
 m Street ; 
 'idge, 220 
 f Pooley's 
 rs by the 
 a wooden 
 on be?its. 
 
 27 
 
 and is in moderately good repair. The roadway is about 30 feet 
 above the bed of the Ivavine over whiclj the Bridge crosses. 
 I would advise that this R:ivino be filled with the debris coming 
 from ti)e excavation of the clitTs, a culvert of three feet diameter 
 placed in tlie centre of the Ravine, and the surface levelled 
 southward for 200 feet. 
 
 A str.et called Perkins Street is shown oh some of the City 
 maps as running from this point southward to Broad Street, neither 
 of those streets are open, but the line of the Ravine through 
 which Perkins Street runs, is the key of the drainage of the Flats 
 and all that surface contained west of Concession B and C which 
 cannot be effected by the main sewer. The area of this surface 
 will be 34S'3'15 acres, discharge from which will be 9i< cuhic 
 feet per min., and from 17,000 inhabitants, 60 c. f. : total — 154* 
 cuhic feet. It is proposed to dr.iin through this street info a 
 sewer 2x3, and an outfall of ten feet per mile wdl give its 
 discharging capacity, at a depth of two feet in drains, as 599 
 cubic feet per mmute. This sewer is to reach to the head of the 
 Bay, where a sluice is to be constructed to secure ample flushing 
 power and an embankment drawn across the head of this Ravine. 
 
 Immediately adjoining the North East corner of this Bridge, 
 a house has been buiit within the last three years. — 
 Existing boundaries .«how this house to be on Queen Street, 
 previous to its junction with George's Slreet; but it is for 
 the Council to ascertain what authority placed those boundary 
 stones in position, or of what value they may be. As the house 
 now stands, it is a nuisance, simply because it compels a turn at 
 right angles on a steep descent, and must be removed either by 
 purchase or other means, before the thoroughfare can be fairly 
 said to be open. The house stands 65 feet from the end of the 
 Bridge, and it leaves the approach thereto only 62 feet wide. 
 !From the Bridge to George Street, a distance of 65 feet — from 
 thence to end of Wellington Street, 785 feet, the average width 
 of the present street is 42 feet, but it must be widened to 66 feet 
 at least. Wellington Street has open i length of 3680 teet, 
 measuring from Dr. Hill's house to East side of line of intersection 
 of Elgin Street and from thence to foot of proposed Bridge over 
 
 ! > 
 
I ,1 
 
 28 
 
 Canal and River 400 feet to be opened. The average width is 
 96 feet, of which 20 feet is to be paved and f^2 feet macada- 
 mized. Flagged sidewalks for the whole leiigth are advisable, 
 and T propose to raise the present surface of th; street between 
 Bank and Hugh Streets, on the average twelve inches. A 
 similar elevation will be necessary between Metcalfe and Elgin 
 Streets. From the Eastern side of the latter street it is proposed 
 to excavate, as shown on Section No. 1, to head o. proposed 
 Bridge, and to adapt that Bridge to suit the traffic between both 
 sides of the City, through Sparks Street and Wellington Street. 
 The grade, as shown on Section, will give an inclination of 6'7 
 in 100 feet, tl)e length of the structure constituting the Bridge 
 will be 260 feet, and the embankment or filling to foot of present 
 Sappers' Bridge shows an inclination of 5.5 feet m 100. — 
 The cost of this structure, with a Bridge span of 100 feet of Iron, 
 Abutments of stone, Wing Walls, etc., etc., and filling, has been 
 estimated. The total length is 320 feet. The length of Rideau 
 Street from present gate at ^oot of Sappers' Bridge to end of 
 Kideau St., is 6125 ft.; width 96 ft., and 66 at lower end. Several 
 obstructions occur in this street. On the West side of Nelson St., 
 North of Rideau, at the junction, a portion of the fence of a lot 
 owned by Mr. A. McGibney, appears to be on the street, and from 
 that point the true alignment of the street has been intruded on 
 by houses and fences. It is proposed to pave 20 feet of the width 
 of this street, macadamize 52 feet, and flag sidewalks to junction 
 of King Street. From the end of Rideau Street to present 
 Kideau Bridge, a distance of 460 feet, the roadway must be 
 widened and excavated, as shown in Section No. 1. A new 
 bridge should be thrown across the River at this point, elevated 
 considerably above the level of the present Bridge, so as to reduce 
 .the ascent. The cost of this is also estimated. This excava- 
 tion should extend from the head of the Bridge to Wirtemberg 
 Street, and the rate of inclination should be 4' .7" in 100 feet. 
 The present surface should be excavated to an average depth 
 of 2'.6'' from Cobourg to Gloucester Street, and filled from 
 thence to King Street, an average depth of 18 inches, from that 
 street to Ottawa Street, a filling of the same depth will be 
 required. This is shown on Street Section No. 1. 
 
e width is 
 macada- 
 advisable, 
 : between 
 :hes. A 
 and Elgin 
 i proposed 
 proposed 
 veen both 
 jn Street, 
 ion of 6'7 
 he Bridge 
 of present 
 n 100.— 
 st of Iron, 
 , has been 
 of Rideau 
 to end of 
 . Several 
 elson St., 
 e of a lot 
 , and from 
 truded on 
 the width 
 junction 
 
 present 
 must be 
 
 A new 
 elevated 
 to reduce 
 s excava- 
 rtemberg 
 100 feet. 
 age depth 
 lied from 
 rom that 
 
 1 will be 
 
 2H 
 
 The cost of all those improvements will be shown in the 
 following details, and I am convinced are amply siiflicient for the 
 purpose. 
 
 DESCRIPTION OF STREETS TO BE IMPROVED. 
 
 Sussex Street. 
 This street joins Rideau Street nearly at its north-western 
 termination and runs for a distance of 2937 feet in a northerly 
 direction, to a point at which it is intersected by Bolton Street, 
 opposite the site of the Soap Manufactory. Its width is 66 feet, and 
 it is the most westerly of the streets of Lower Town parallel with 
 the anticlinal axis of the City at King Street. As far as its drainage 
 will be concerned, it may be said to be adapted to the purpose of a 
 catchment drain, or rather a series of such drains of -^nia!! length, 
 its natural outlets being the lateral streets east of K.ng Street. 
 It is the natural highway to what must become the future port of 
 this City, and the Railway Terminus, as a consequence a thorough- 
 fare of great importance, and must be paved and improved as 
 provided for in the Estimates. In connection with this subject of 
 Paving, I would recommend that all street crossings be paved 
 with blocks similar to than recommended for street paving. The 
 sidewalks should be flagged. The plan proposed will not materially 
 interfere with the present level of the streets or its alignment. The 
 proposed sewer will be at an average depth of ten feet below the 
 surface of the street, affording ample drainage, and its dimensions 
 should be 1'.6" >i2'.0'', as shown in drawings, with earthenware 
 pipes of six inches diameter inserted opposite each house and at 
 each gutter trap. Such traps should not be less than 500 feet 
 apart, and should be constructed to suit the climate. The existing 
 grades of this street will not be materially interfered with. 
 
 Metcalfe Street. 
 
 Metcalfe Street runs from the north end of Sussex Street in an 
 easterly direction to the Rideau River. Its total length is 2,590 hot 
 and its width 60 feet. At the Eastern end it will require heavy 
 filling, but this operation can be cheaply effected by the spoil of tlie 
 main sewer which crosses it under Dalhousie Street. It is proposed 
 to pave, macadamize, and flag the sidewalks of this street From 
 its limited arsa it3 drainage will be effected by the small sized sewer. 
 It is hardly built upon, and its principal importance is derived 
 from the Railway Terminus being at present located at its southern 
 
 ;! 
 
 'i 
 
 ll 
 
» (■ 
 
 30 
 
 end. It is tho second outlet tlie city possesses in an Eastei'ly 
 direction. 
 
 McKay Street. 
 
 This street is 870 feet long and GO feet wide. It joins ?>retcfilfo 
 Street oh its Northern side and terniiimtos nt the clilis over '.ho 
 Ottawa River. It appears to be tho cxticmo Northern toriuination 
 of Lower Town, is not properly oponr-d, and can hardly bee >nu' of 
 sufficient importance to make it a subject of special care. Tlurc is 
 provision for macadamizing and supplying it \rith gravel sidewalks. 
 Its draining will only require the sniitller sewers. 
 
 Baii'd Slrcet. 
 Baird Street extends from the norta cr.d of Carleton Street, in a 
 westerly direction, to the Ottawa River. It is only open to Anglcsca 
 Square — a length of 797 feet, with a width of GO, The calculi tioua 
 for macadamizing and improving this street will bo found in the 
 proper place. Its drainage will be effected by tho small sewer. 
 
 liedpatlb Street 
 
 Extends from the undivided space on tho west bank of the Ridoau, 
 between King and Carleton Streets, to the south end of Aiiglesea 
 Square. A house stands ncarl}' in the middle of this street, which 
 must be removed. The length of this street is 1337 feet, width CG 
 feet. It is contemplated to macidamizc and drain it as proposed. 
 For cost,' see the estimate. Its small superficial area will only require 
 the small drain. 
 
 McTaggart Street. 
 The Ottawa and Prescott Railway occupies the centre of Mc- 
 Taggart Street. Both sides of this street must be improved. Its 
 width of 66 feet will permit 20 feet of clear space being left to tho 
 Railway, which will leave 23 feet to each side of the street avail.tbe 
 for roadway. Its length from the Bridge to Terminus of Radway 
 on Metcalf Street, is 2080 feet. Its western end towards the river 
 is not opened. The side-walks on this street will l)e 10 feet wide. 
 There should be a good, substantial post and rail fence placed along 
 the Railway, separating it from the street on each side. As the 
 main drain nearly bisects this street, its sewage will only require one 
 of the smaller drains to discharge it. 
 
 Boteler Street. 
 Boteler Street starts from the west bank of the Rideau, and runs 
 to the ciiflFs over the Ottawa, intersecting King,, Carleton, Dalhousie 
 
31 
 
 and Metcalf Streets. Us western end, beyond the latter street, l<i 
 
 not opened. Its length to Metcalf Street is 226G, with a width of 
 
 G6 feet. Bctv/cen Dalhouaie and Metcalf Streets a good deal of 
 
 filling will bo required, andean be easily obtained by doposiiing tho 
 
 spoil from the main sewer where necessary. Provision is made in 
 
 the estimates for macadamizhig and improving this street. Sewerage 
 
 of tho smaller class, as it has tho same relation to the main sewer as 
 
 McTaggart Street. 
 
 Bolton Street. 
 
 Bolton Street, from tho open space on the west bank of the 
 Ridcau to its point of intersection at the junction of Sussex and 
 Metcalf Streets, measures 2532 feet in length, by 66 feet in width. 
 It intersects King, Carleton and Dalhousio Streets, and will be im- 
 proved as proposed in estimates. Its drainage will be effected by 
 the smaller sized sewers. 
 
 Oathcart Street, 
 Prom the west bank of the Rideau to tho point of intersection with 
 Sussex Street, measures 2638 foot, by a width of 60 feet. Its 
 alignment is interfered with by houses being buiU, on the street, as 
 can be seen by reference to plan. Its southern side appears to be 
 the boundary of the hte Ordnance propert}' in the city. Provision 
 has been made for the improvement of this street by macadamization. 
 Its drainage will be effected by the main sewer, which passes for 
 1100 feet along its lower end, and by the smaller sized drains above 
 and below the part where that sewer leaves King Str..ct. This 
 street intersects King, Cumberland, passes along the south end of 
 Cathcart Square, and intersects Dalhousio and Sussex Streets. Its 
 upper end, beyond the latter street, is not open. 
 
 Bolton Street. 
 
 This is the second street of the same name in this end of the city. 
 It is tho first on the late Ordnance property, and extends from King 
 to Sussex Streets — a distance of 2400 feet. Its present width is 62 
 feet, although it appears to have been originally laid out much 
 '>vider. There arc strong reaso:;s for supposing that tho original 
 boundaries of this street have been removed within a very short 
 time, and the alignment of the street altered thereby. It is also 
 alleged that the lot boundaries or lines are also altered ; but from 
 whatever cause it has arisen, the alignment of the street — especially 
 on tho North side — has not been preserved. If those houses on tho 
 south side arc built on the original line, tho true alignment of tho 
 street is preserved on that side ; but it is evident on the north side 
 
 E 
 
32 
 
 'W 
 
 •I ! 
 
 this is not the case. The boundary stone on the north-west corner 
 of this street has been (as alleged) removed 2i or 3 feet eastward of 
 its original position, and four feet southward. There is also a house 
 at the north-east corner of this street, at its junction with King 
 Street, which is nearly 10 feet on the street, and also on King Street. 
 
 The improvements contemplated in this street are comprised in 
 its raacadamization and drainage : for the first a provision is made 
 in the estimates, and for the latter a sower of 2 x 3 feet will be amply 
 sufficient. 
 
 3t. Andreio's Street. 
 
 From Sussex street to King street, a dif^ianco of 2178 feet, St. 
 Andrew's street, with a main width of 62 feet, is in every respect 
 similar to Bolton street, with the exception that the actual alignment 
 of the street has boon pi i^served. The singular appearance of the 
 block bounded on the south hy Rideau street, on the east by King 
 street, on the west by Sussex street, and on the north by Cathcart 
 street, cannot fail to attract attention, as much from the diversity of 
 the widths of the streets as want of uniformity in the dimensions of 
 the lots. The frrquent complaints made of changes in boundaries, 
 and the uneasiness felt by the owners of the property thereon, as 
 well as the extraordinary appearance it presents, leads to the con- 
 viction that some great blunder had been perpetrated in the origi- 
 nal surveys. The only way in which any dispute which may arise 
 from this state of things can be settled is by reference to original 
 plans, if such exist, or by compromise, in which public and privats 
 interests will be conserved by mutual concessions. 
 
 Provision has been made in the estimates for improving this street 
 by macadamizing it and by draining. This latter object will be ef- 
 fected by a sewer of the dimensions of 2 feet by 3 feet. 
 
 Parh Street. 
 
 Pa.'.: street is merely a continuation of St. Andrew's street, from 
 King street to the Rideau River. It is 1871 feet in length, with a 
 width of 62 feet. It is to be macadamized, and drained by a sewer 
 2 feet by 3 feet. I have proposed to erect a bridge from the end of 
 this street to the Island in the Rideau, and make a road over it, with 
 another bridge over the eastern channel — thus adding another outlet 
 to the Lower Town. 
 
 Church Street. 
 Church street, from King street to Sussex street, measures 2188 
 
trcst corner 
 eastward of 
 ilso a house 
 with King 
 King Street. 
 
 omprised in 
 ion is made 
 ill bo amply 
 
 78 feet, St. 
 rery respect 
 al alignment 
 ranco of tho 
 ist by King 
 by Cathcart 
 diversity of 
 iinensions of 
 boundaries, 
 thereon, as 
 i to the con- 
 in the origi- 
 zh may arise 
 I to original 
 and privats 
 
 ig this street 
 it will be ef- 
 
 strect, from 
 igth, with a 
 1 by a sewer 
 n the end of 
 over it, with 
 lother outlet 
 
 asures 2188 
 
 feet. Its width is G2 feet, and it requires to be macadamized and 
 drained. Tho necessary provision is made in tho estimate. Tho 
 Gcwcrago will be 2 by 3 feet. 
 
 St, Patrick Street. 
 
 From its intersection of King street, St. Patrick street measures 
 to Sussex street 2183 feet, with a width of 02 feet. It is similar to 
 all the streets before enumerated in physical aspect, but presents a 
 more densely populated neighborhood. It is generally in a wretched 
 condition, in consequence of the want of drainage — an evil which 
 affects tho whole district under consideration. Provision is mado 
 in the estimate for tho necessary improvements. Tho drainage will 
 require a sewer of 2 x 3 feet, 
 
 Ottaim Street. 
 
 Ottawa street is a prolongation of St. Patrick's street, from King 
 street to the Rideau, Its length is 2820 feet, and width 60 feet. 
 It furnishes presumptive evidence of tho conclusion arrived at when 
 describing St. Andrew's street, and induces the suspicion that those 
 streets had been originally laid out at a width of 60 feet. Tho popu- 
 lation on this street is sparse, and it presents all tho features of a 
 suburban street. The estimates detail the cost of its improvements. 
 It will require a sewer of 2x3 feet. 
 
 Murray Street. 
 
 From Sussex to King streets, a distance of 2188 feet, Murray 
 street measures 60 feet in width. It intersects Dalhousie and Cum- 
 borland streets, and will not require much surface change. It is to 
 be macadamized and drained. For the latter operation, a sewer 3 
 feet by 3 will be requisite. 
 
 Clarence Street. 
 Clarence street measures 2183 feet in length, from Sussex street 
 to King street. It is 08 feet wide and will require the usual im- 
 provements. Its drainoge demands a sower of 2 >< 3 feet. Parry 
 street is a continuation of this street, and from King street to west 
 side of Anglesea Square is 1303 feet long, and 04j wide. It will 
 require similar improvements, and a drain 2 >< 3 feet, as it is in a 
 neighborhood of no great elevation above King street. 
 
 Torh Street. 
 
 From its junction with Sussex street to King street, York street 
 ;measures 2180 feet, with a width of 132 feet. It will require the 
 
 
 ii 
 
34 
 
 
 improvements detailed in estimates, and the capacity of its sewers 
 must be equal to a drain of 3 ^«! 3 feet. 
 
 Some of the lots on the lower end of this street appear to be in a 
 confused state ; and it is alleged that they are more complicated by 
 recent surveys, 
 
 George's Street. 
 
 George's street is 1C90 feet in length. It extends from Sussex 
 street to <■ iii.lierland ttrcet, and has a wiilth of 125 feet. It inter- 
 sects Dalhousie street, and is disfigured by an Engine House which 
 stands in the centre, opposite Mosgrovc street. The waste water of 
 the Rideau Canal is carried down this street in an open channel 
 so:ne 10 or 12 feet wide to Dalhousie street, where it is passed 
 under a bridge and through several lots into York street, near its 
 junction with King street, George street requires a drain of 2 feet 
 by 8 feet for its sewerage. 
 
 DalJioiisie Street. 
 From Rideau street to McKay street, Dalhousio measures 4213 
 feet, with an average width of 58 feet. Its course nearly north and 
 south, and parallel to Sussex street, being situated on the slope of 
 that hill to which Sussex street may bo snid to act as a catchment 
 drain. The iuiprovenient of Dalhousie street is by no means a diffi- 
 cult task, as ali the lateral drains between King street and Sussex 
 street have sewers of comparatively large area; and as those streets 
 intersect Dalhousie street, all portions of it south of Cathcart street 
 will only require a drain of 1.6 :< 2.0 feet. North of Cathcart street, 
 the remainder of Dalhousie is occupied with the main sewer. 
 
 The contemplated improvement in addition is macadamization. 
 
 Oumlerland Street. 
 Cumberland street measures, from Rideau street to Cathcart 
 Square, 2G14, with a width of 58 feet. Its general outline is level, 
 as it lies nearly at the foot of that elevation of which Dalhousie street 
 occupies the slope, and Sussex street the crest. Its drainage from 
 Rideau sti-eet to York will be effected by a drain of 2 x 3 feet. From 
 that to its termination at Cathcart Square, drains of 1,6 >^ 2.0 feet 
 will bo sufl&cient. It is to be macada^uzcl and improved as pro- 
 vided in the estimates. 
 
 King Street. 
 
 The anticlinal axis between the cliffs overhanging the Ottawa, and 
 the range of sand hills above the Rideau River, from tho western 
 
S-) 
 
 its sewers 
 
 to bo in a 
 )licated by 
 
 )m Sussex 
 It intcr- 
 )URc ^yhich 
 c water of 
 n channel 
 is passed 
 it, near its 
 n of 2 feet 
 
 iures 4213 
 north and 
 10 slope of 
 catchment 
 ans a diffi- 
 nd Sussex 
 lose streets 
 icart street 
 3art street, 
 ver. 
 
 ization. 
 
 bank of that river a short distance above the Falls, holds a southerly 
 course to Rideau street. Along the bottom of this valley King street 
 has been laid out; but the range of heights bordering it on the east 
 sweeps around to the westward, and arc prolonged till merged in 
 the cliffs overhanging Le Briton's Flats, beiow the junction of 
 Maria street with Concession B C. King street, from its junction 
 with Rideau street to the banks of the Rideau River, measures 392G 
 feet, with a width of 132 feot. Its improvements will consist m 
 macadamization and drainage. This last will be effected by the 
 main sewer to the junction of Cathcart street, and from that point 
 by a sewer 1.6 x 2.G feet. 
 
 This street commands the drainage of the whole city; and particu- 
 larly that portion of it contained between Rideau street and the 
 delta formed by it and the Rideau and Ottawa Rivers. 
 
 The whole of the district within these lines require effective drain- 
 age, because the lower and more densely populated portions are 
 without suflicient outfall. It is a curious fact, that the low lying 
 portions of every city are always most densely peopled — as if mias- 
 matic influence possessed attractions which were irrcsistablc. — 
 Whatever may ue the cause of this strange anomaly, it is certain 
 that the fact to be dealt with is one of the utmost importance in a 
 sanitary point of view ; and that is, the effective drainage and im- 
 provement of this part of the city cannot with safty be postponed 
 any longer, and the construction of this main sewer should be under- 
 lindertaken as soon as possible — because every month is adding to 
 the accumulation of filth in and about those low lying districts, and 
 the state of the streets and thoroughfares is a disgrace to any com- 
 munity. No remedy short of thorough and effective drainage will 
 suffice to rectify this staH of matters. 
 
 'If 
 
 > Cathcart 
 ne is level, 
 lusie street 
 nage from 
 et. From 
 lx2.G feet 
 ;d as pro- 
 
 tta>va, and 
 western 
 
 Carleton Street. 
 
 Carleton street may be said to leave Cumberland street at the 
 junction of Cathcart street, forming with the latter the east and 
 south sides of Cathcart square. Its length to Metcalf street is 1820 
 feet, with a width of 06 feet. Its improvements consist in macadam, 
 ization and drainage. For tho latter, a drain of 2 x 3 feet will be 
 required. 
 
 St. Paul Street. 
 St. Paul street extends from the east bank of the Rideau Canal 
 to Nicholas street — a length of 912 feet, by 58 feet in width. It is 
 to be macadamized and drained. The sewer should be 1 '.6 "ft. x3'.6'' 
 
M 
 
 36 
 
 Besserer Street 
 
 Bessercr street, from the east side of Nicholas street to the bluflf 
 over the Rideau River, measures 5300 feet in length, by 58 feet in 
 width. It intersects Ottawa, Cumberland, King, Nelson, Gloucester, 
 Chapel, Agusta, Cobourg, Charlotte and Wurtemburg streets. Its 
 natural outfall is towards King street, although from the intersection 
 of that street it is located on a plain at a considerable elevation above 
 it. To grade this street properly there will be a good deal of cutting 
 and filling, which is provided for in the estimates. Its drainage can 
 be effected by sewors of 1.6 « 2.6 feet. 
 
 Daly Street. 
 Prom Nicholas to bluff over the Rideau, Daly street will measure 
 4880 feet, l^rom its position on the crest of the plain on which 
 Besserer street is situated, the improvements of Daly street will be 
 mucii easier effected. It intersects the same streets as Besserer, and 
 its drainage will demand the same sized sewers, 1.6 x 2.6 feot. 
 
 Steioart Street, 
 
 Stewart street measures, from Ottawa street, 4680 feet to bluff 
 over Rideau. It is 56 feet wide, and in every respect similar to 
 Daly street 
 
 Wilhrod Street 
 
 Wilbrod street measures, from Ottawa street, 4160 feet ; is 58 feet 
 wide, and similar to Stewart street. 
 
 Theodore Street. 
 
 Theodore street, from junction of Nicholas street and Gloucester 
 Road to bluffs over the Rideau, measures 4440 feet ; is 66 feet wide, 
 and similar to Wilbrod street in improvements. The population of 
 these streets are very much scattered, but they cannot fail attracting 
 inhabitants as other parts of the city becomes filled up. The size of 
 sewers for this street will bo 1.6 x 2.6, 
 
 Gloxicester Road. 
 The Gloucester Road runs from the junction of Nicholas and Theo- 
 dore streets to the City limits, a length of 2985 feet, with a width of 
 45 feet. It should be well macadamized, and drained by open 
 water-tables or side-drains running into the ravine at the dam near the 
 City limits. The road bed should be raised at this point, for which 
 provision is made. 
 
the bluff 
 58 foet in 
 loucester, 
 ■eets. Its 
 tersection 
 ion above 
 of cutting 
 linage can 
 
 1 measure 
 on which 
 5t will be 
 serer, and 
 
 t to bluff 
 similar to 
 
 is 58 feet 
 
 jloucefiter 
 feet wide, 
 )ulation of 
 attracting 
 !he size of 
 
 and Theo- 
 a width of 
 by open 
 aa near the 
 for which 
 
 37 
 
 Nelson Street. 
 
 Nelson street, from Rideau street to Ottawa street, measures 1523 
 feet ; is 58 feet wide, and requires macadamization and drainage. — 
 Its outfall is in direction of Ottawa street, and it is intersected by 
 Parry street. A drain of 1.6 m 2.G feet will suflBce for this street 
 
 Gloucester Street. 
 
 From Rideau to Ottawa streets, a distance of 1526 feet, Gloucester 
 street is 05 feet wide. Its improvements consist in thorough drain- 
 age and macadamization. It is governed by the same law that pre* 
 scribes the size of drains tor Nelson street. 
 
 Chapel Street, Augusta Street, Colourg Street, Charlotte Street, 
 and Wurtemheig Street are not yet opened. It is not necessary 
 taking them into account, because they belong to the same general 
 design, and are governed by the same laws as to improvements and 
 drainage outfall. In fact, the cost of a rod of macadamization or 
 drainage in any of these streets east of King street will accurately 
 measure the cost in the next street, and in every street so situated. 
 
 Streets South of Rideau. 
 
 The peculiarity of surface which makes King street the anticlinal 
 axis of the City of Ottawa where that axis changes at the juncion of 
 Rideau street, compels a similar natural division of the streets ex- 
 tending laterally from Rideau street, parallel to and beyond King 
 street, so that the distinction into south of Rideau street may be 
 understood as a natural rather than an arbitrary division, especially 
 when the same streets are named on both sides of that thoroughfare. 
 
 From the eastern end of Rideau street to the point at which King 
 street intersects, the natural drainage of the great plain on which the 
 streets parallel to Rideau street are located, is to be found dolrn 
 these streets through the lateral streets. Beginning at the extreme 
 eastern end of Rideau street, we have Augusta street to the south, 
 extending from Theodore street, and intersects Wilbrod, Stewart, 
 Daly and Besserer streets. Its length, 1374; width, 66 feet. — 
 Drainage demands a sewer 2 feet by 3 feet. 
 
 Chapel Street. 
 
 From Rideau to Theodore streets, length 1372 feet ; width 66 foot ; 
 requires to be macadamized and drained. Sewers 3 m 3 feet, 
 
 I ! 
 
 ^i 
 \'^^ 
 
:m 
 
 Gloucester tSlrett. 
 From Rideau to Theodore street, length 1367 feet ; width Go feet ; 
 to be macadamized and drained. Sewors 2x0 feet. 
 
 JSViSon Street. 
 Length 1372 foct; width 58 feet. Improvements similar in every 
 respect. . 
 
 King Street. 
 Length 1374 feet ; width 66 feet. Improvements similar. 
 
 Cuniberland Street. 
 Length, from Rideau to Theodore street. 1365 feet ; width 58 feet. 
 Improvements, macadamization and drainage. Sewers 2 « 3 feet. 
 
 Ottawa Street. 
 Rideau to Theodore street, tijt: length of Ottawa street would bo 
 1383 f*'ct. Improvements, macadamization and drainage. Sewers 
 to be 2 X 3 feet. 
 
 Nicholas Street. 
 
 From Rideau street to junction of Theodore street and Gloucester 
 road, Nicholas stroot measures 1381 feet, and is 58 feet wide. Im- 
 provements, macadamization and drainage. Sewers 2x3 feet. 
 
 The excavation or filling for these streets is amply provided for in 
 the estimates. 
 
 Mosgrove Street. 
 
 Mosgrove street is some 400 feet in length from St. Paul to Rideau 
 i'.treets, and 198 feet to the north of the ln,tter street. It is 60 feet 
 wide, and should be macadamized and drained. Sewers 1.6 « 2.6. 
 
 Little Susse.i Street. * 
 
 Little Sussex street, from St. Paul street to Rideau sti'cet, measures 
 367 feet in length by 33 feet in width. It should be macadamized 
 and drained. Sewers l.G x 2.6. 
 
 William Street. 
 
 From Rideau to George streets 198 feet long, 38 feet wide. Mac- 
 adamized and drained. Sowers 1.6x2.0. An extension of this 
 street is desirable, from the north side of George street to the south 
 side of York street. 
 
 Sparhi Street. 
 Sparks street, from the Sapper's Bridge to George's st'cct, mea- 
 sures 4158 feet in length, 68 foct wide. Jjctwcen O'Connor au<l 
 
Go feet • 
 
 in every 
 
 39 
 
 58 feet 
 13 feet. 
 
 would bo 
 Sewers 
 
 loucestcr 
 ido. Im- 
 eet. 
 3ed for in 
 
 to Rideau 
 is 60 feet 
 5 m 2.6. 
 
 measures 
 adamized 
 
 \e. Mac- 
 i of this 
 the south 
 
 jet, mea- 
 inor auf) 
 
 Bank streets the grading will require to be raised ; and from Bay 
 street to George's street a heavy rock excavation will be nccessar}"- to 
 open the street. Both of these measures aro provided for in the 
 estimates. As Sparks street occupies the side of a hill, its natural 
 drainage outfiiU is in the direction of the lateral streets, southward, 
 or towards the upper length of the main sewer. As it -ill, there- 
 fore, be drained through Elgin, Metcalf, O'Connor, Bank, Hugh, 
 Sally and Bay streets, a sewer of the smaller dimensions will suiheo 
 for its necessities— 1.Gh2.G. 
 
 Queen S'trct. 
 
 The length of Queen street now open is equal to 29G2 foot, with a 
 width of 58 foet. It will require considcraLlo improvement. As it 
 is p.irallcl to the main sewer, its drainage will be delivered through 
 the lateral streets mtersecting it, and the dimensions of its sewer will 
 be 1.6x2.6. 
 
 Maria Street. 
 
 From the cast bide of Concession B and C, at the junction of the 
 Richmond Road to the limits of the Canal property, a distance of 
 490O foot, Maria street is only partially opened. Its v>iJih varies 
 from 30 to OG feet ; and as it is j)ara!lel to the main sewer, its drain- 
 age will be delivered tlu'ough the lateral streets. This limits its 
 Bfcwcr to aa area of l.G><2.6. Its other improvements consist of 
 macadamization. 
 
 Biddy Street. 
 
 The length of Biddy street now open from Concession B C to 
 Bank street, is 2i58 Let ; its width is 35 feet. As the property 
 is not laid out in town lots, its improvements must be confined for 
 the present to macadamization. Its drainage outfall is towards 
 Bank street, and its sewerage will demand a drain 2x3. 
 
 Centre Street. 
 
 The length of Centre street now open is 4195, by 35 feet wide. 
 It is in every respect similar to Biddy street, and will require a cor- 
 responding system of improvement and drainage. 
 
 Elgin Street. 
 From Wellington to Queen str( its, Elgin street measures 530 feet 
 by a width of 56 feet. As it will carry a portion of the drainage of 
 Spaiks street, it will be necessary to construct its sewers with a 
 view to that object; and, therefore, from its junction with Sparks 
 street its sewers will be 2 x 3. 
 
 F 
 
40 
 
 I 
 
 Metcalfe Street. 
 
 This street, from Wellington to Maria streets, measures 1380 feet, 
 by a main width of 60 feet. It will require heavy grading to pass it 
 over the lo'.v ground between it and Maria street. Its improvements 
 have been provided for — a largo portion of its filling being derived 
 from tlio spoil of the main drain. Its sewerage— as it will take a 
 portion of Sparks street, and also a portion of that collected at and 
 beyond Maria street — will be equal to a sewer 2 >^ 3. 
 
 0^ Connor Street 
 Is in every respect similar to Metcalfe street. Its length is 1320 feet, 
 width 61 feet. Its drainage and general improvments will be 
 similar. 
 
 Banlc Street. 
 
 Extending from the City limits to "Wellington street, a distance of 
 3050 feet, Bank street docs not possess a natural outfall for drainage, 
 but an ?.rtificial inclination can be had without any extra expense, 
 because its ground surface is comparaLively level. It is designed to 
 conduct its drainage into tb^, main sower ; and as it will be the 
 recipient of the drainage of a largo area, the size of its sewers will be 
 2x3. The northern end will also be of the same dimensions. 
 
 There is a remarkable deflexion in the line of this street, com- 
 mencing at Maria street and extending to Queen street. It will be 
 necessary to widen this street; its present width below Maria street 
 not being over 85 feet. 
 
 JSugh Street. 
 
 From Wellington to Maria streets, a distance of 1296 feet, Hugh 
 street presents a width of 58 feet. It crosses the head of the main 
 sewer of the City at where Albert street is projected to intersect ; 
 and its improvements arc simply macadamization and drainage. As 
 it is intended to carry the same area of drainage as other lateral 
 streets, the capacity of its sewers must be of tho dimensions of 
 2><3. 
 
 Sally Street 
 
 Extends from Sparks street to Maria street. Its improvements will 
 be macadamization and drainage. Its outfall will be towards the 
 projected line of Albert street, through which a drain of 2 x 3 feet 
 will carry its waters into tho main sewer, Its length is 1028 k^t ; 
 width 60 feet. 
 
1330 feet, 
 ; to pass it 
 rovementa 
 ig derived 
 ivill take a 
 ted at and 
 
 1320 feet, 
 :3 will be 
 
 iistance of 
 • drainage, 
 a expense, 
 esigned to 
 i-ill be the 
 crs will bo 
 ons. 
 
 reet, corn- 
 It will be 
 aria street 
 
 eet, Hugh 
 the main 
 intersect ; 
 nage. As 
 ler lateral 
 eosioDS of 
 
 tnents will 
 wards the 
 ' 2 ;< 3 feet 
 1028 feet • 
 
 41 
 
 Bay Street. 
 
 Bay street, from Wellington to Maria steeets, measures 1276, by 
 58 feet wide. It will follow the conditions of Sally street, as far as 
 its improvements arc concerned, the drainage outfall from intersec- 
 tion of Queen street lying through Albert street. Its drain may bo 
 2x3. 
 
 Rklimoad Eoad. 
 From City limits to Concc?sion B C, at jimciion of Maria street, 
 the length of Richmond Road is 8337 feet ; its width is 66 feet. It 
 is the Concession line between A and the First Concession, in the 
 Township of Nepcan ; and from the line dividing Lots 39 and 40, it 
 forms the City boundary to its junction with the lino dividing 38 
 and 39. It will require to be opened at the easterly end, vehere heavy 
 rock cutting is necessary. Its drainage will be effected by Broad 
 street, into Perkins street, and down the ravine into the proposed 
 tailrace, below the present site of Pooley's Bridge. It will require 
 a drain 2x3 feet. 
 
 Albert Street. 
 That portion of Albert street between B C and the Richmond 
 Road finds its outlet for draining through the latter thoroughfare. 
 It is 1010 foot in length, and 58 feet in width. It will require a 
 drain of 1.6x2.6. 
 
 Victoria Terrace. 
 Victoria Terrace extends from Richmond Road at its junction with 
 Broad street, to Pooley's Bridge. It measures 2000 feet, by 58 feet 
 in width. It requires only the usual improvements, and a drain of 
 1.6 X 2.6. The outfall will bo to Perkins street. 
 
 George's Street. 
 
 George's street, from the end of Pnolt^y's Bridge, is 780 feet long, 
 by 45 feet wide. At present it is formed by escarping the cliffs und>.r 
 which it runs, and forming the road bj' partly embanking. It re- 
 quires to be widened, and its improvements are included in the esti- 
 mates for the main thoroughfare. Its drainage area is limited, and 
 need not have a sewer larger than 1,6 x 2.6. 
 
 Concession B C. 
 
 This line crosses the City limits at the line dividing E and F from 
 Lot Forty. It holds a northerly course till its junction with tho 
 Richmond Road and Maria street, where it may be said to terminate 
 
 
42 
 
 atpresfint on th© edge of the cliff. Its length is 2770 feet, width 45 
 feet. The contemplated improvements consist in simply macadam- 
 izing this road. Its drainage outlet will be through Ba'ik street, 
 along the City limits. TJiit as this portion of the City has not bten 
 laid out in streets, a consideration of its details arc unnecessary, 
 cspecitilly if any future contemplated extension of the City limits 
 should inolude Lot 09 in the first Concession, its natural drainago 
 would be in th.at direction to Richmond Road, through Perkins street 
 to the ravine where the tailracc for the proposed water-works will 
 discharge. 
 
 Wellington Street. 
 
 Occupying the slope of the Government Reserves called the Bar- 
 rack Hill, on its soutiiorn face, and the cliffs on which the Episcopal 
 Church stands, on ihc northern face, the drainage of Wellington street 
 is governed by its peculiar location and its natural outfall, which is 
 towards the river, at the upper end of this street ; and its drainage 
 should be delivered into the Oltawa ne:\.ly on tlielino of Concession 
 B and C. Its length and width will not materially alfoct the 
 question of drainage, because its fall is so great that a drain of 2 « 3 
 is more than ample. 
 
 The streets to the northward of it will be drained partly into it 
 and partly into Victoria street, which will find an outlet through 
 John street int j the Ottawa River. The whole of this drainage will 
 be — Victoria street, 1220 feet ; John street, o27 feet ; about 200 
 feet of Hugh, Sn.lly, and Bank streets will be drained into Victoria 
 street, and the balance into Wellington street. The dimensions of 
 the drain for Victoria street will be 2 x 3 feet. The imprcvements 
 on Victoria street will consist in excavating the eastern end, and 
 raising it to a uniform grade from Hugh to Bank streets. 
 
 Lc BrittorCs Flats. 
 
 With the exception of Queen and Duke streets, none of tho 
 thoroughfares arc more than partially open. In this distance its 
 drainage is governed by the outfall through Duke street to tho river. 
 Queen street is the proposed line of tb* Conduit for Water Works, 
 and provision has been made in the estimates for improving all these 
 streets. 
 
 The various Islands need not be taken into consideration, because 
 *hey have drainage outfall in every direction. 
 
4-3 
 
 width 45 
 nacadam- 
 
 ik street, 
 not bten 
 cccssnry, 
 
 ity limits 
 drninago 
 
 ;ins street 
 
 vorka will 
 
 tlic Bar- 
 Episcopal 
 ^ton street 
 , which is 
 s diainaqc 
 )unccs?ioii 
 aflVct the 
 \n of 2 « 3 
 
 Iv into \t 
 it through 
 inagc uill 
 ibout 200 
 ,0 Victoria 
 ensions of 
 rcvements 
 end, and 
 
 tie of tho 
 stance its 
 tho river, 
 jr Works, 
 z all these 
 
 Iii closing this description of the streets, it is evident Mint a 
 thorou:jh and comprehensive system of drainage is a first necessity, 
 — that this system should follow the natural contour of tho surf;iCL', 
 and that it should be rendered as elTective as possible by the capa- 
 city of the sowers and the outfall given thereto. I have so r.iranged 
 that tho drains will be at a minimum depth of ten feet below tho 
 surface of the street, thereby allowing fully a six foot cellar, and 
 providing amply for outfall from house sinks, drains, &c. I would 
 ndvise tho adoption of cffcctivft sewer-traps in all street sewers, so 
 arranged as to prevent gravel, sand, or other surface material, find- 
 ing its way into the sewers. And, in conclusion, I tliink the neces- 
 sity for commencing the main sewer during tho present season is 
 tufliciently apparent, and called for by tht; circumstances in which 
 tho city is placed. It is a mistaken idea to suppose that the desul- 
 tory and miserable efforts heretofore made can be persisted in — too 
 much money hns been already wasted by this means, and tho expe- 
 rience of last season points to the evils likely to bo entailed on cur 
 increasing population by inattention to the first rules of social life. 
 
 .'w>v*vX,"^*v"w^.-»-^/'--". 
 
 I, because 
 
r 
 
 
 
 44 
 
 
 ESTIMATE OF COST OF DRAINAGE. 
 
 Main Drain from Hugh Street to Rideau Street^ at junction of King 
 
 Street. 
 Dimensions, 2.6 m 3. G. 
 
 6145 feet Masonry, at S4.00 S24580 00 
 
 6145 do Brickwork, 2.00 12290 00 
 
 4245 do Rock Excavation, 3.00 12735 00 
 
 1900 do Clay do 85c.. 1615 00 
 
 , 61220 00 
 
 Kinr/ Street to Cathcart, 
 
 Drain 3.6 « 5.6. 
 
 2680 feet Masonry, at $5. GO ^13400 00 
 
 2680 do Brickwork, 2.25 6030 00 
 
 2680 do Excavation, 1 . 25 3350 00 
 
 22780 00 
 
 Cathcart to DaUiousie, and Dalhousie to Low Water of the Ottawa. 
 
 2777 feet Masonry, at $6.50 SI 8050 50 
 
 2777 do Brickwork, 3.00 833100 
 
 1166 do Clay Excavation, 1.50 1747 50 
 
 1612 do Rock do IS. 00 20956 00 
 
 440 do Masonry, 6.50 2860 00 
 
 440 do Brickwork, 3.00 1320 00 
 
 440 do Rock Excavation, 13.00 5720 00 
 
 58985 00 
 
 S132985 00 
 McKay Street. 
 
 Drain 1.6 m 2.6. 
 Including refilling, and connections for house and street drainage. 
 
 840 feet of Sewer, at $1 . 25 $1050 00 
 
 840 do Roi3k Excavation, 2.00 1680 00 
 
 2730 00 
 
 Metcalfe Street. 
 
 Sewer 1.6ki 2.6i Including refilling and connections, &c. 
 
 2590 feet of Sewer, at $1 . 25. $3237 50 
 
 2690 do Rock Excavation, 2.00 5180 00 
 
 8417 50 
 
 Carried forward, . . , $144132 50 
 
 797 
 797 
 
 1337 
 1337 
 
 I 
 
m of King 
 
 51220 00 
 
 22780 00 
 Ottawa. 
 
 58986 00 
 132985 00 
 
 image. 
 
 2730 00 
 
 8417 50 
 
 144132 50 
 
 4,» 
 
 BrortyJd forward. $14-1132 50 
 
 Raird Street. 
 
 Sewor 1.6«2.6. 
 
 797 feet of Sower, al §1 . 25 S99G 26 
 
 797 do Excavation, 50c 398 50 
 
 1394 76 
 
 Rcdpath Street. 
 
 Sewer 1.6^2.0. 
 
 1337 feet of Sewer, at$l.25 $167126 
 
 1337 do Excavation, 50c 668 60 
 
 2339 76 
 
 McTa^ffart Street. 
 
 Sewer 1.6m2.6. 
 
 2080 feet of Sewer, at 81. 25 §2000 00 
 
 2080 do Excavation, 50c 1040 00 
 
 3640 00 
 
 Botelcr Street. 
 
 Sewer 1.6^2.0. 
 
 2266 feet of Sewer, at$1.25 ■• $2832 60 
 
 2266 40 Excavation, 50c 1133 00 
 
 3965 50 
 
 Bolton Street. 
 
 Sewer 1.6 m 2. C. 
 
 2532 feet of Sewet, at81.25 $3165 00 
 
 2532 do Excavation, 50c. 1266 00 
 
 4431 00 
 
 Cathcart Street. 
 
 Sewer 1.6«2.6. 
 
 1473 feet of Sewer, at$1.25 3184125 
 
 1473 do Excavation, 50c 736 50 
 
 2577 75 
 
 Bolton Street. 
 
 Sewer 2 « 3. 
 
 2400 feet of Sewer, atS2.25 S5400 00 
 
 2400 do Excavation, 50c 1200 00 
 
 6600 00 
 
 Carried forward $169081 25 
 
Ill I 
 
 46 
 
 Brought forward Slt59061 25 
 
 at Andrexu's Street. 
 Sower 2 « 3. 
 
 21 b7 feet of Sower, at62.25 $4020 76 
 
 2187 do Excavation, 60c 1093 60 
 
 6014 2a 
 
 Park Street. 
 
 Sewer 2 M JJ. 
 
 1871 feet of Sewer, at|!2.25 S-iSOQ 75 
 
 1871 do Excavatiou, Coc 936 50 
 
 6146 25 
 
 Church Street. 
 
 Sewer 2x3. 
 
 2188 feet of Sewer, at$2.25 $4923 00 
 
 2J88 do Excavation, 60c 1094 00 
 
 6017 00 
 
 St, Patrick Street. 
 
 Sewer 2^«3. 
 
 2183 feet of Sewer, at$2.25 $491175 
 
 2183 do Excavatiou, 60c 109150 
 
 6003 25 
 
 Ottawa Street. 
 
 Sewer 2 k 3. ' 
 
 2820 feet of Sewer, at $2. 25 $6845 00 
 
 2820 do Excavation, COc 1410 00 
 
 7766 00 
 
 Murray Street. 
 
 ■» 
 Sewer 2 « 3. 
 
 2183 feet of Sewer, at$2.25 $491175 
 
 2188 do Excavation, l60c 1091 60 
 
 6008 25 
 
 Clarence Street. 
 
 Sewer 2 « 3. 
 
 2183 feet of Sewer, at$2.25 $491175 
 
 2183 do Excavation, 50c 1091 50 
 
 6003 25 
 
 Carried forward , . . $21 2022 50 
 
 1820 
 1820 
 
69061 
 
 26 
 
 6014 
 
 2& 
 
 6146 
 
 25 
 
 6on 
 
 00 
 
 6003 25 
 
 7766 00 
 
 6003 26 
 
 6003 25 
 
 212022 60 
 
 4li 
 
 Brought forward S2 12022 80 
 
 Parry Street. 
 
 Sower 2^3. 
 
 1363 feet of Sewer, at$2.25 $3068 75 
 
 X3tj3 do Excavation, 50c 08160 
 
 37-18 25 
 
 York Street. 
 
 Sower 2 m 3. 
 
 2180 foet of Sewer, at$2.25 84005 00 
 
 2180 a Excavation, 50c 1090 00 
 
 5995 00 
 
 Gcorcjc Street. 
 
 Sewer 2Xo. 
 
 1G90 feet of Sewer, at ::;2. 25 $3302 50 
 
 1090 do Excavation, 50c 845 00 
 
 4G47 60 
 
 Ridcau Street. 
 
 Sewer 2 M 3. 
 
 4500 feet of Sower, at $2. 25 $10125 00 
 
 4500 do Excavation, 75c 3375 00 
 
 13500 00 
 
 Cumberland Street. 
 Sewer 1.6 ki 2.0. 
 
 2614 feet of Sewer, at$1.25 S8267 50 
 
 2614 do Excavation, 50c 1307 00 
 
 4574 60 
 
 Carleton Street. 
 
 Sewer l.C«2.G. 
 
 1820 feet of Sewer, at 81 • 25 S2275 00 
 
 1820 do Excavation, 50c 910 00 
 
 3186 00 
 
 King Street. 
 
 Sewer 1.6^2.6. 
 
 1246 feet of Sewer, at $1.25 S1557 50 
 
 1246 do Excavation, 50c 623 00 
 
 2180 50' 
 
 Carried forward. .....,..,...,..,... ^249853 2? 
 
 G 
 
48 
 
 Brought forward $249853 25 
 
 Nelson Street. 
 
 Sewer 1.6!^ 2.6, 
 
 1523 feet of Sewer, at $1 . 25 ^1903 75 
 
 1523 do Excavation, 50c 76150 
 
 2665 25 
 
 Gloucester Street, 
 
 Sewer 1.6 m 2.6. 
 
 1526 feet of Sewer, at$1.25 $1907 50 
 
 1526 do Excavation, 50c 763 00 
 
 " 2670 50 
 
 SOUTH OP RIDEAU STREET. 
 
 Auffusta Street, 
 
 Sewer 2 H 3. 
 
 1374 feet of Sewer, at $2.25 $3091 50 
 
 1374 do Excavation, 50c 687 00 
 
 3778 50 
 
 Chapel Street. 
 
 Sewer 2 M 3. 
 
 1372 feet of Sewer, at$2.25 $3087 00 
 
 1372 do Excavation, 60c 686 00 
 
 3773 CO 
 
 Gloucester Street. 
 
 Sewer 2 « 3. 
 
 1869 feet of Sewer, at $2.25 $3080 25 
 
 1369 do Excavation, 60c 684 50 
 
 3764 75 
 
 Nelson Street, 
 
 Sewer ?. « 3. 
 
 1372 feet of Sewer, at $2. 25 $3087 00 
 
 1372 do Excavation, 50c 686 00 
 
 3773 00 
 
 King Street, 
 
 Sewer 2x3. 
 
 1874 feet of Sower, at$2.25 $309150 
 
 1374 do Excavation, 50c 697 00 
 
 3778 50 
 
 Carried forward, ..,.,.... $274066 75 
 
249853 25 
 
 2665 25 
 
 2670 50 
 
 3778 50 
 
 3773 00 
 
 3764 75 
 
 3773 00 
 
 3778 50 
 174066 75 
 
 49 
 
 Brought fonuard $274056 75 
 
 Cumberland Street. 
 Sewer 2 « 3. 
 
 1365 feet of Sewer, at$2.25 $307125 
 
 1365 do Excavation, 60c 682 50 
 
 3753 75 
 
 Ottawa Street. 
 Sewer 2 « 3. 
 
 1385 feet of Sewer, at§2.25 ^3116 25 
 
 1385 do Excavation, 50c 692 50 
 
 4808 75 
 
 Nicholas Street. 
 
 Sewer 2 « 3, 
 
 1384 feet of Sewer, at$2.25 $3114 00 
 
 1384 do Excavation, 50c 692 00 
 
 3806 00 
 
 Mosgrovc Street. 
 Sewer 2 « 3. 
 
 400 feet of Sewer, atS2.25 $900 00 
 
 400 do Excavation, 50c 200 00 
 
 1100 00 
 
 Little Sussex Street. 
 
 Sewer 1.6 « 2.6. 
 
 367 feet of Sewer, at$1.25 $458 75 
 
 367 do Excavation, 2.00 734 00 
 
 1192 75 
 
 St Paul Street. 
 
 Sewer 1.6 « 2. 6. 
 
 912 foet of Sewer, at $1.25 $1110 00 
 
 912 do Excavation, 1.00 912 00 
 
 2052 00 
 
 Bcssercr Street. 
 
 Sewer 1.0M2.e. 
 
 5300 feet of Sewer, at$1.25 $6625 00 
 
 6300 do Excavation, 50c 2650 00 
 
 9275 00 
 
 Carried forward. $300045 00 
 
50 
 
 Brought forward S3000i5 00 
 
 Dahj Street. 
 
 Sewer 1.Gm2.G. 
 
 48S0 feet of Sower, at $1.25 SCIOO 00 
 
 4880 do Excavation, COc 2400 00 
 
 8540 00 
 
 Stewart Street. 
 
 Sewer l.G'^2.G. 
 
 4680 feet of Sewer, at Si . 25 S5850 00 
 
 4680 do Excavation, 50c 2n40 00 
 
 8190 00 
 
 Vilhrod Street. 
 
 Sower l.Gk!2.0. 
 
 4160 feet of Sewer, at Gl - 25 $5200 00 
 
 41C0 do Excavation, 50c 2080 00 
 
 7280 00 
 
 Theodore Street. 
 
 Sewer 1.0x2.0. 
 
 4440 feet of Sewer, at SI. 25 $5550 00 
 
 4440 do Excavation, 50c 2220 00 
 
 7770 00 
 
 Welliiigton Street. 
 
 Sewer 2 w 3. 
 
 8680 feet of Sewer, at$2.25 S8280 00 
 
 8680 do Excavation, 2.00 7300 00 
 
 15640 00 
 
 Elyin Street. 
 
 Sower 2aZ. 
 
 630 feet of Sewer, at§2.25 S1192 50 
 
 530 do llxcavation, 2.00 1060 00 
 
 2252 50 
 
 Metcalfe Street. 
 
 Sewer 2 m 3. 
 
 1330 feet of Sewer, at 82 25 $2092 00 
 
 )830 do Excavation, 2.00 2600 00 
 
 5052 00 
 
 Corrifd fonmrd ^355369 50 
 
300045 00 
 
 8540 00 
 
 8190 00 
 
 7280 00 
 
 7770 00 
 
 15640 00 
 
 2252 50 
 
 5652 00 
 
 15309 50 
 
 f ) 1 
 
 Ih-ouijht forward ^SSoP.O'J 50 
 
 O'Connor Street. 
 Sewer 2 « 3. 
 
 1320 feet of Sewer, at $2. 25 «!2070 00 
 
 1320 do Excavation, 2.00 2040 00 
 
 5610 00 
 
 Baul: Street. 
 
 Sowcr2>^;3. 
 
 3050 feet of Sewer, at .$2. 25 SGPG2 50 
 
 3050 do Excavation, 1.25 3812 50 
 
 10675 00 
 
 ILigh Street, 
 
 Sewer 2 « 8. 
 
 3290 feet of Sewer, at §2. 25 $2910 00 
 
 1296 do Excavation, 75c 972 00 
 
 8883 OO 
 
 SaU'i Street. 
 
 Sewer 2 >< .". 
 
 1028 feet of Sower, at$2.25 $-^2313 00 
 
 2028 do Excavation, 1.00 1023 QO 
 
 3341 CO 
 
 Bay Street. 
 
 Sewer 2 M 3. 
 
 1276 feet of Sewer, at02.25 , ^287100 
 
 1276 do Excavation, 2.00 2552 00 
 
 5428 op 
 
 Richmond Road. 
 Sewer 2 ;^ 3. 
 
 S337 feet of Sower, at $2. 25 S7508 25 
 
 3337 do Excavation, 1.00 3337 00 
 
 10845 25 
 
 Maria Street. 
 
 Sewer 2>^3, and 1.6 « 2.0. 
 
 1800 feet of Sewer, at$2.25 $1050 00 
 
 1800 do Excavation, 1.25 2250 00 
 
 3160 do Sewer, 1 . 25 3950 00 
 
 3160 do Excavation, 75c 2370 00 
 
 12620 00 
 
 Carried forward. ^407771 75 
 
BroH(}hf forward .$407771 75 
 
 Al^erf Street. 
 
 Scwor 16 « 2.6. 
 
 1010 feei of Sower, at$1.2.3 $1262 50 
 
 1010 do ExcavalioD, 2.00 2020 00 
 
 3282 50 
 
 Victoria Terrace. 
 
 Sewer. 2 « 5 . 
 
 2000 feet of Sewer, at $2. 25 $4500 00 
 
 2000 do Excavation, 1.00 2000 00 
 
 6500 00 
 
 George Street. 
 
 Sewer 1 . 6 m 2 . 6. 
 
 780 feet of Sewor, at $1.25 $975 00 
 
 780 do Excavation, 1.00 780 00 
 
 1755 00 
 
 Dalhousie Street. 
 
 Sewer 1.6 K 2.0. 
 
 2002 feet of Sewer, at $1.25 $3252 00 
 
 2602 do Excavation, 7oc 195150 
 
 5203 50 
 
 Bank Street, Xorth of WclUnQton. 
 Se Tl.Ck)2.6. 
 
 275 feet of Sewer, at$1.25 $343 75 
 
 275 do Excavation, 2.00 550 00 
 
 893 75 
 
 Hugh Street, 
 
 Sewer 1.6 « 2.6. 
 
 585 feet of Sewer, at$1.25 $731 25 
 
 685 do Excavation, 50c 292 50 
 
 1023 75 
 
 Salhj Street. 
 
 840 feet of Sewer, at $1 . 25 S425 00 
 
 HO do Excavation, 50g 170 00 
 
 595 00 
 
 Carried forward $127025 25 
 
893 15 
 
 595 00 
 
 53 
 
 Brourjht forward ^i'llO'lb 25 
 
 Victoria Street amlJohn Street. 
 
 Sewer 2 m 3. 
 
 iSlY feet of Sewer, at $2 . 25 S" ^CO 75 
 
 1547 do Excavation, 2.00 KOOl 00 
 
 6574 76 
 
 Queen Street, on the Flats. 
 
 Sewer 1.6 m 2.0. 
 
 1190 feet of Sewer, at$1.25 §1487 50 
 
 liC'O do Excavation, 2.00 2380 00 
 
 3867 60' 
 
 Ditke Street. 
 
 Sewer 2 « S. 
 
 872 feet of Sewer, at$2.25 $1962 00 
 
 872 do Excavation, 2.00 1744 00 
 
 3706 00 
 
 Bridge Street. 
 
 Sewer 1.6x2.6. 
 
 620 feet of Sewer, at SI • 25 S775 00 
 
 620 do Excavation, 2.00 1240 00 
 
 2015 00 
 
 Sherwood Street. 
 
 Sewer 1.6 k 2.6. 
 
 698 fuct of Eewer, at $1 . 25 .«872 60 
 
 698 do Excavation, 2.00 13'J6 oo 
 
 2268 50' 
 
 Bridge Street. 
 
 Sewer 2 « 3. 
 
 332 feet of Sewer, at S2 . 25 S'747 00 
 
 332 do Excavation, 2.00 664 00 
 
 1411 00 
 
 ■ Lloyd Street. 
 
 Sewer 1.6 « 2.6. 
 
 1213 feet of Sewer, at $1.25 Sl5l0 25 
 
 1213 do Excavation, 1.00 1213 00. 
 
 2729 25 
 
 Carried forward, .■ «•....••.•••«.• t . $449597 25 
 
 1^ 
 
54. 
 
 Brouykt forward $)449597 2i> 
 
 Sparks Street. 
 
 Sower \.Ci'A'l.(u 
 
 •li58 foot of Sewer, at !f?l . 25 S51 97 00 
 
 '1158 do Excavation, 1.50 t;ti;>7 00 
 
 lliJ< 60 
 
 Queen Street, 
 
 Sower 1.GX2.G. 
 
 2962 feet of Sower, at :;;-^l . 25 $3702 50 
 
 2962 do Excavatioi), 1.00 29i)2 00 
 
 6604 50 
 
 Perkins Street. 
 
 Sewer 2x3. 
 The drain Ihroiiuli tliia slroot extends to tho 
 Bay, with power of flusliina tlicrof.'i^!n. 
 
 271P feet of Sower, at 62.25 SG117 75 
 
 2V19 do Excavation, 2.00 5-188 00 
 
 11555 75 
 
 Sussex Street. 
 
 Sc^Yel• 1.6x2.0. 
 
 2937 feet of Scwor, at $1.25 §3071 25 
 
 2937 do Excavation, 90c 2G43 30 
 
 6.314 55 
 
 Total S48556G 65 
 
 .-••N.-'.-wX ..*.■•, N."^ s.-^^-^ 
 
M 
 
 COST OF WATER WORKS. 
 
 , Conduit. ■ ->t 
 
 Excavation from Queen Street to foot of Bay, distance 2,000 feet, 23 
 feet wido and 15 average^dcpth, 
 
 S c. 
 
 25,926 yards Eoclc, at SI 25,925 00 
 
 2,00afeot Arch, 22 x2, at S3 • 0,000 00 
 
 4,000 feet Side-walls, 12 x 2, at S2 8,000 00 
 
 Cisteri),60x 20 x 12 = 533, at S4 2,132 00 
 
 Wheel-house, 90x40 10,000 00 
 
 S52,067 00 
 
 ^ Machinery. 
 
 Two Water Wheels, 20 feet diameter and 15 feet wide .... 20,000 00 
 Four Pumps, each 2 /eet diameter and 4 feet strolce, 
 
 Coanectlng Rods, &c 2,000 00 
 
 Three Air Vessels, Connections, Pipes, Valves, Gearing, &c. 4,000 00 
 
 $26,000 00 
 
 Eesenoir. 
 
 250 feet in length by 200 feet wide. 
 
 Feet SfPERSTRUcxuRE. 
 
 C. yds. 
 
 Exterior Wall, 900 x 35 x 5 = 6,833 at S8 46,664 00 
 
 Paddle, 864 x 32 x 4 = 4,096 at SI 4,096 00 
 
 Interior Wall, 810 x 35 x 4 = 4,200 at SG 25,200 00 
 
 Parapet, 900 x 5 x 6 ^ 1,000 at SIO 10,000 00 
 
 40 Buttresses, 36x8x3=1,244 12,440 00 
 
 Foundations. 
 C.ydi. 
 
 Exterior Walls, 900 X 7 x 10 = 2,;^34 af, S3 7,002 00 
 
 Iiiterior do 810 x 6 x 10 = 1,800 at S3 6,400 UO 
 
 • JEXCAVATION. 
 
 50,000 s 10= 13 518 cubic yards, al 50c 9,259 00 
 
 Puddle. 
 60,000 X 4 = 7,407 cubic yards, at $1 7,407 00 
 
 Carried forward $127,468 00 
 
 H 
 
 
 ,'! . 
 
 1 ■ 
 

 56 
 
 Brought forward $127,468 00 
 
 Concrete. 
 
 50,000 X 3 = 5,555 cubic feet, at S3 16,666 00 
 
 Cut Stone Bottom. 
 38,360 X 2 = 2,840 cubic yds., at S6 17,040 00 
 
 $161,173 
 
 Service and Distribution. 
 
 EisingMain— 18 diaaieiyr 3,600 feet by 1" = 185-3 lbs. per 
 
 foot = 667080 at 2ic 16,677 00 
 
 Distribution— 8,000 ft. 12" x 5 = il06 p, f 8R4R00 at 2ic. 22,120 00 
 75,000 feet 6 x | = 49-4 = 3.7t&,U00 ut 2jc. 92,625 00 
 
 $131,422 00 
 Hydrants, Stop Cocks, &c 10,000 00 
 
 $141,422 00 
 
 Summary. 
 
 Cost of Conduit and Wheel-house 52,057 00 
 
 Machinery , 26,000 00 
 
 Keser voir 161 ,173 00 
 
 Service 141,422 00 
 
 $380,652 00 
 Contingencies, 10 per cent 38,065 20 
 
 $418,717 20 
 
 IM 
 
 w^v^,^.v^.s•»s^.s^.sNV^.^^Wvxs»»<k^/ 
 
 I ! 
 
27,468 00 
 16,666 00 
 17,040 00 
 
 $161,173 
 
 16,677 00 
 22,120 00 
 92,625 00 
 
 31,422 00 
 10,000 00 
 
 141,422 00 
 
 52,057 00 
 26,000 00 
 61,173 00 
 41,422 00 
 
 80,652 00 
 88,0G5 20 
 
 18,717 20 
 
 
 w 
 
 LIST OF STREETS. 
 
 LENGTH. WIDTH. 
 
 McKay Street 870 60 
 
 MelcalfStreet 2,590 60 
 
 BairdStreet 797 60 
 
 Redpath Street 1,330 66 
 
 McTaggart Street 2,087 66 
 
 Boteler Street 2,266 6Q 
 
 Bolton Street 2,53a 66 
 
 Cathcart Street 2,638 66 
 
 Bolton Street 2,400 62 
 
 St. Andrews Street 2,187 62 
 
 Church Street 2,188 02 
 
 St. Patrick Street 2,183 60 
 
 Park Street 1,871 62 
 
 Ottawa Street 2,820 66 
 
 Sussez Street 2,937 66 
 
 Murray Street 2,183 66 
 
 Clarence Street 2,183 63 
 
 Parry Street 1,363 64 
 
 York Street 2,180 132 
 
 George Street 1,690 125 
 
 Rideau Street 5,854 96 & 66i 
 
 To Rideau Bridge 460 36 
 
 Briasje 660 18 
 
 St. Paui 912 58 
 
 Besserer 5,300 58 
 
 Daly 4,880 58 
 
 Stewart 4,680 58 
 
 Wilbrod 4,160 58 
 
 Theodore 4,440 66 
 
 Gloucester Road 2,985 45 
 
 Dalhousio Street 4,213 58 
 
 Cumberland 2,614 58 
 
 Carleton 1,820 66 
 
 King 3,926 132 
 
 Nelson 1,523 58 
 
 Gloucester 1,526 65 
 
 Chapel 1,535 66 
 
 Augusta 1,W8 66 
 
 Coburg 1,543 60 
 
 Charlotte 1,550 60 
 
 Wurtemburg 1,400 69 
 
bS 
 
 South of Rideau Street. 
 
 LENGTH, 
 
 Aqgusta 1,874 
 
 Chapel 1,372 
 
 Gloucester 1,369 
 
 Nolscn 1,372 
 
 Kius, 1,374 
 
 Cumberland 1,365 
 
 Otia'.va 1,385 
 
 Nicholas 1,384 
 
 Mosgrove 400 
 
 Little Susses 367 
 
 William 198 
 
 Upper Town, 
 
 Wellington Street, to bo opened from Canal 
 
 to Elgin Street 400 
 
 From Elgin to Hill's house 3,680 
 
 Sparks Street 4,1 58 
 
 Queen 2,962 
 
 Maria ... 4.060 
 
 Biddy 2,458 
 
 Centre 4,195 
 
 Elgin 530 
 
 Metcalfe 1,330 
 
 O'Connor 1,320 
 
 Bank 3,050 
 
 Hugh 1,296 
 
 Sally 1,028 
 
 Bay 1,276 
 
 Richmond Road 8,337 
 
 Albert Street 1,010 
 
 Victoria Terrace 2,000 
 
 George Street 780 
 
 Coacession DC 2,770 
 
 Ashburnham Street 620 
 
 Percy 625 
 
 Nepean 768 
 
 Gloucester 1,093 
 
 Streets North of Wellington. 
 
 Bank 275 
 
 Hugh 585 
 
 Sally , 340 
 
 WIDTH. 
 
 66 
 66 
 66 
 68 
 CQ 
 §8 
 61 
 68 
 60 
 88 
 
 8f 
 
 96 
 
 68 
 68 
 66 
 8^ 
 8(1 
 5(3 
 60 
 61 
 40 
 5d 
 6b 
 68 
 66 
 88 
 68 
 46 
 4? 
 88 
 86 
 8^ 
 8i 
 
 66 
 60 
 62 
 
59 
 
 WIDTH. 
 
 66 
 66 
 65 
 
 58 
 CQ 
 58 
 01 
 58 
 60 
 88 
 39 
 
 LENorn 
 
 Victoria 1,220 
 
 John 327 
 
 Bay 180 
 
 Flats. 
 
 Poolcy's Biiflgo 145 
 
 Approncli to 60 
 
 Qnoeri Street 1,190 
 
 Duke Slieot 872 
 
 Biifl2o G20 
 
 Sherwood C98 
 
 Bridge 882 
 
 Biidne over Slides 480 
 
 Lloyd Street 1,213 
 
 vriDTU. 
 
 CO 
 37 
 48 
 
 21 
 
 GO 
 60 
 CO 
 CO 
 70 
 
 18 
 
 CO 
 
 96 
 96 
 68 
 68 
 66 
 8^ 
 35 
 56 
 60 
 61 
 40 
 58 
 60 
 58 
 66 
 68 
 58 
 45 
 45 
 88 
 35 
 82 
 85 
 
 66 
 60 
 62 
 
 COST OF IMPROVING THE MAIN THOROUGHFARES. 
 
 s 
 
 PEKT. 
 
 From Union Bridge to Head of Wooden Bridge over Slides. . . 332 
 
 From Wooden Bridge to Duke street 460 
 
 Length of Diike street 872 
 
 " Qtieen street to Poolcy's Bridge 220 
 
 " (Bridge) to GL^or^e street Go 
 
 " (Bridge) to bo filled in 145 
 
 " George streoi to Wellington 7J-5 
 
 " Wellington to head of New Bridge 4,o8o 
 
 " Approaches to New Bridge 330 
 
 •■ Ridcau street 6,125 
 
 " to Rideau Bridge 4G0 
 
 13,874 
 
 To paving 13.874 feet, at 82 per foot $27,748 
 
 " Macadamizing 2 879 feet 26 feet wide, at S'l per foot 2,879 
 
 " " 10,995 '=52 " ^2 " 21.990 
 
 " Excavation RocIj, 7,267 yds, at $1 7,267 
 
 " Sand, Clay and Filling, 22,740 ydy, at 20c 4 648 
 
 " Flag2ing 9,578 feet, 24 feet wide, at .$2 19,158 
 
 " Side Gutters, 27,088 feet, at 25c, per foot 6 J72 
 
 " Bridge over Rideau River, 540 feet, at $10 5.400 
 
 " Iron Bridge over Canal, 100 feet, at ^105 10,500 
 
 8106 260 
 
 il 
 
 ^1 
 
 S 
 
liroiti/ fit forward , f)(10C,2G0 00 
 
 COST OF PAVING AND MACADAMIZING. 
 
 Sussex Street, 
 
 Paving, 2,957 foet, atS2 8o,9t4 00 
 
 Macadamizing, 2/J57 = 22 ft. wide, at 80c 2,350 GO 
 
 Fillntr, VOOO yards, at 25c 1,750 00 
 
 Side Gutters, 5,874 feet, at 25c 1,468 60 
 
 $11,489 10 
 
 Metcalfe Street. 
 
 Pavinjr, 2,595 =- 20 ft. wide, at 82 5,190 00 
 
 Macadaoiizing, 2,595 = 16 do 75c 1,946 25 
 
 Filling, 21,500, at 20c 4,300 00 
 
 Excavation, 550 yards rock, at ^1 550 00 
 
 Side Flagging, 2,595 = 24 feet wido.^'at S2 5,190 00 
 
 Gutters, 5,190, at 25c 1,297 50 
 
 18,473 76 
 
 McKay Street. 
 
 Macadamizing, 870 =- 36 ft. wide, at §1.50 1,305 00 
 
 Gravel Sidewalks, 1, '740 = 12 do 70c. 1,218 00 
 
 Stone Curbing, 1,740 do 25c. 435 00 
 
 Gutters, 1,740 do 25c. 436 00 
 
 3,393 00 
 
 Baird Street. 
 
 Macadamizing, 797 = 36 ft. wide, at SI -50 1,195 50 
 
 Filling, 1,000 00 
 
 Gravel Sidewalks, 797 = 24 ft. wide, at $1.40 1,115 80 
 Stone Curbing, 1,694 do 25c. 398 50 
 
 Gutters, 1,694 do 25c. 398 50 
 
 4,108 30 
 
 Eedpath Street. 
 
 Macadamizing, 1,337 = 42 ft. wide, at $1.60 2,139 20 
 Gravel Sidewalks, 1.337 = 24 do Sl.OO 1,337 00 
 Stone Curbing, 2,674 do 25c. 668 50 
 
 Gutters, 2,674 do 25c, 668 50 
 
 4,813 20 
 
 Carried forward $148,537 85 
 
 widt 
 
 feet 
 
 walk 
 
 Maci 
 
 Gra\ 
 
 Ston 
 
 Gutt 
 
 Mac 
 Gra^ 
 Ston 
 Gutt 
 
 Mac 
 Grav 
 Ston 
 Gutt 
 
 Mac 
 Gra^ 
 
 StOE 
 
 Gut( 
 
 Mac 
 
 Gra' 
 Stoi 
 Gut 
 
«1 
 
 Brought forward * l.i8,r)37 yi* 
 
 McTaggart Street. 
 
 (Ottawa and Prescctt Railway occupies tho centro of this street, a 
 width of 20 feot clear should bo allowed to this Railway,— leaving 46 
 feet for roadway and sidewalks, or 27 feet to each side, 10 for side- 
 walk, and 14 for roadway, allowing 3 feot for gutter.) 
 Macadamizing, 2,080 = 28 ft. wide, at 81.10 2,288 00 
 Gravel Sidewalks, 2,080 do ^1.10 
 
 Stone Curbing, 4,1G0 do 25c. 
 
 Gutters, 4,160 do 25c. 
 
 2,288 00 
 1,040 00 
 1,040 00 
 6,656 00' 
 
 Boteler Street. 
 
 Macadamizing, 2,266 = 43 ft. wide, at $1.60 3,625 60 
 
 Gravel Sidewalks, 2,266 = 24 do 1.00 2,266 00 
 
 Stone Curbing, 4,532 do 25c. 1,133 00 
 
 Gutters, 4,532 do 25c. 1,133^00 
 
 8,157 60 
 
 Bolton Street. 
 
 Macadamizing, 2,532 = 42 ft, wide, at $1.60 4,051 20 
 
 Gravel Sidewalks, 2,532 = 2i do $1 2,532 00 
 
 Stone Curbing, 5.064 do 25c. 1,266 00 
 
 Gutters, 5,064 do 25c. 1,266 00 
 
 9,115 20 
 
 CatTicart Street. 
 
 Macadamizing, 2,638 = 42 ft. wide, at $1.60 4,220 80 
 Gravel Sidewalks, 2,688 = 24 do $1 2,638 00 
 
 Stone Curbing, 5,276 do 
 
 Gutters, 5,276 do 
 
 25c. 1,319 00 
 25c. 1,319 00 
 
 9,496 80 
 
 Bolton Street. 
 
 Macadamizing 2,400 = 38 ft. wide, at $1.50 3,600 00 
 
 Gravel Sidewalks, 2,400 = 24 do 
 Stone Curbing, 4,800 do 
 
 Gutters,. 4,800 do 
 
 SI 2,400 00 
 25c. 1,200 00 
 25c. 1,200 00 
 
 8,400 00 
 
 Carried forward « ...i ......... . $190,362 95 
 
■:^ f 
 
 rt\ 
 
 
 63 
 
 Brought forward $190,362 96 
 
 St. Andrew Street. 
 
 Macf^damizing, 2,187 = 3S ft. wide, at S1.50 3,280 50 
 Gravel Si.lcwalky, 2,187 = 24 do $1 2,187 GO 
 
 Stone Curbing, 4,374 
 
 Gutters, 
 
 4,374 
 
 Macadamizins, 2,188 
 Gravel Sidewalks, 2,188 
 Stone Cuibiug, 4,376 
 Gutters, 4,376 
 
 do 25c. 
 
 1,093 50 
 
 do 2oc. 
 
 1,093 fiO 
 
 Ihnrcli Street. 
 
 
 38 ft.wiflo,atS1.50 
 
 3,282 00 
 
 21 do SI 
 
 2,188 00 
 
 do 25c. 
 
 1,094 00 
 
 do 25c. 
 
 1,094 00 
 
 7,6i34 50 
 
 7,658 00 
 
 Macadamizing, 
 Gravel Sidewalks, 2,183 
 Stone Curbing, 4.3fi6 
 Gutters, 4,360 
 
 Macadam'zins, 1,871 - 
 Gravel Sidewalks, 1,871 = 
 Stone Curbing, 3,742 
 3,742 
 
 St. PatricJc Street. 
 2,183 = 30 ft. wide, at $1.45 3,165 35 
 
 24 
 
 do 
 do 
 do 
 
 SI 
 25c. 
 25c. 
 
 2,183 00 
 1,091 50 
 1,091 50 
 
 7,531 35 
 
 Parh Street, 
 
 38 ft. wide, at $1.50 2,806 50 
 
 24 
 
 Gutters, 
 
 do 
 do 
 do 
 
 SI 
 25c. 
 25c. 
 
 Ottawa Street. 
 
 Macadamizing, 2,820 = 42 ft. wide, at $1 ,00 
 Gravel Sidewalks, 2,820 = 24 do 
 Stono Curbing, 5,640 do 
 
 Gutters, 5,640 do 
 
 81 
 25c. 
 25c. 
 
 1,871 00 
 935 50 
 935 50 
 
 4,512 09 
 2,820 00 
 1,410 00 
 1,410 00 
 
 6,548 50 
 
 10,152 00 
 
 Macadamizing, 2,183 . 
 
 Gravel Sidewalks, 2,183 = 
 
 Stone Curbing, 4,366 
 
 Gutters, 4,366 
 
 Murray Street. 
 
 = 42 ft. wide, at S1.60 
 - 24 do $1 
 
 do 25c. 
 
 do 25c. 
 
 3,492 80 
 
 2,183 00 
 
 1,091 50 
 
 1,091 50 
 
 7,858 80 
 
 Carried forward. ^237,766 10 
 

 
 68 
 
 
 
 30,362 96 
 
 
 Btouaht foTwatd 
 
 $2.<i'7Tflft 10 ■ 
 
 
 
 Clarence Streec. 
 
 •*•••■' SP** 
 
 
 / 
 
 Macadamizing, 
 
 2;183 = 39ft.wido,atSi.55 
 
 3,383 65 
 
 
 
 Gravel Sidewalks, 
 
 2,183 = 24 do $1 
 
 2,183 00 
 
 
 
 Stone Curbing, 
 
 4,366 do 25c. 
 
 1,091 50 
 
 
 7,6i54 50 
 
 Gutters, 
 
 4,366 do 25c. 
 
 1,091 50 
 
 7,749 65 
 
 
 
 
 
 Parry Street. 
 
 
 
 
 Macadamizing, 
 
 1,363 = 40§ ffc.wide, at $1.50 
 
 2,126 28 
 
 
 
 Gravel Sidewalks, 
 
 1,363 = 24 do $1 
 
 1,363 00 
 
 
 
 Stone Curbing, 
 
 2,726 do 25c. 
 
 681 50 
 
 
 
 Gutters, 
 
 2,726 do 2oc. 
 
 681 50 
 
 
 7,658 00 
 
 
 
 
 4,852 28 
 
 
 
 
 Yorh Street. 
 
 
 
 
 Macadamizing, 
 
 2,180 ^ 108ft.wide,at$4.lO 
 
 8,938 00 
 
 
 
 Gravel Sidewalks, 
 
 2,180 =. 24 do SI 
 
 2,180 00 
 
 . 
 
 
 Gutters, 
 
 4,360 do 25c. 
 
 1,090 00 
 
 
 pm g n^ n t* 
 
 Curbing, 
 
 4,360 do 25c. 
 
 1,090 00 
 
 18,298 00 
 
 7,631 35 
 
 
 
 
 George Street. 
 
 
 
 
 Macadamizing, 
 
 1,690 = 101 ftwide, at S3.97 
 
 6,709 30 
 
 
 
 Gravel Sidewalks 
 
 , 1,690 == 24 do $1 
 
 1,690 00 
 
 
 
 Gutters, 
 
 3,380 do 25c. 
 
 845 00 
 
 
 1 
 
 Curbing, 
 
 3,380 do 25c. 
 St. Paul Street. 
 
 846 00 
 
 10,089 80 
 
 6,548 50 
 
 
 
 Macadamizing, 
 
 912=i34ft.wide, atS1.40 
 
 1,276 80 
 
 
 
 Gravel Sidewalks 
 
 , 912 = 24 do $1 
 
 912 00 
 
 
 
 Gutters, 
 
 1,824 do 25c. 
 
 466 00 
 
 
 
 Curbing, 
 
 1,824 do 25c. 
 Besserer Street. 
 
 456 00 
 
 3,100 80 
 
 0,152 00 
 
 
 
 Macadamizing, 
 
 5,300 = 34 ft, wide, at S'1.40 
 
 7,420 00 
 
 
 
 Gravel Sidewalks 
 
 , 6,300 = 24 do SI 
 
 6,300 00 
 
 
 
 Gutters, 
 
 10,600 do 25c. 
 
 2,650 00 
 
 
 
 Curb Stones, 
 
 10,600 do 25c. 
 
 2,650 00 
 
 
 7,858 80' 
 
 Cutting and filling 22,222 cubic yards, at 20c. 
 
 Carried forward 
 
 ! 
 
 4,444 40 
 
 22,464 40 
 
 
 « I 1 1 i 1 i t!ii 
 
 7,766 10 
 
 -99,320 P5 \ 
 
64 
 
 Brought forward 
 
 Daly Street. 
 
 $299,320 !;$ 
 
 Macadamizing, 4,880 = 34 ft. wide, at SI. 40 6,832 00 
 Gravel Sidewalks, 4,880 = 24 do fiJl.OO 4,880 00 
 
 Gutters, 
 Cu'-b Stones, 
 Cutting 6,222 yds. 
 
 9,760 
 9,760 
 
 4,680 = 
 4,680 = 
 9,360 
 9,360 
 
 do 25c. 
 
 do 25c. 
 
 lOc. 
 
 Stewart Street. 
 
 = 34 ft, wide, at $1.40 
 = 25 do Sl-00 
 
 do 25c. 
 
 do 25c. 
 
 Wllbrod Street. 
 
 2.440 00 
 
 2,440 00 
 
 622 20 
 
 Macadcraizing, 
 Gravel Sidewalks, 
 Gutters, 
 Curb Stones, 
 
 6,552 00 
 4,680 00 
 2,340 00 
 2,340 00 
 
 
 
 17,214 20 
 
 15,912 00 
 
 Macademizing, 4,160 = 34 ft. wide, at S1.40 5,824 00 
 
 Gravel Sidewalks, 4,160 == 24 do $il.00 4,100 00 
 
 Gutters, 8,320 do 25c. 2,080 00 
 
 Cuib Stones, 8,320 do 25c. 2,089 00 
 
 14,144 00 
 
 Theodore Street. 
 
 Macadamizing, 4,440 = 42 ft. wide, at Si 60 7,104 00 
 
 Gravel Sidewalks, 4,440 = 24 do Sl.OO 4,440 00 
 
 Gutters, 8,880 do 25c. 2,220 00 
 
 Curb Stones, 8,880 do 25c. 2,220 00 
 
 15,984 00 
 
 Macadamizing, 2,985 
 Water tables, 5,970 
 Filling, 
 
 Gloucester Road. 
 
 = 34 ft. wide, at S1.40 4,179 00 
 
 6c. 298 50 
 
 1,000 00 
 
 5,477 60 
 
 Dalhoiisie Street. 
 
 Macadamizing, 4,213 = 34 ft. wide, at SI 40 5,898 20 
 
 Gravel Sidewalks, 4,213 = 24 do Si-OO 4,2? 3 00 
 
 Gutters, 8,426 do 2oc. 2,106 50 
 
 Curb Stones, 8,426 do 25c. 2,106 50 
 
 14,324 20 
 
 Carritd forward. $382,376 io 
 
99,320 !)$ 
 
 17,214 20 
 
 15,912 00 
 
 14,144 00 
 
 15,984 00 
 
 5,477 60 
 
 65 
 
 Brought forioard. 
 
 Cumlerland Street. 
 
 $382,376 43 
 
 Macadamizing, 2,614 = 34 ft. wide, at Si .40 3,659 60 
 
 Sidewalks, 2,614 = 24 do $1.00 2,614 00 
 
 Gutters, 5,228 do 25c. 1,307 00 
 
 Curb Stones, 5,228 do ?5c. 1,307 00 
 Filling 21,455 0. yards, at 10c. on this street and 
 
 Carleton, 2,145 50 
 
 
 
 Carleton Street. 
 
 
 Macadaraizingf, 
 
 1,820 = 
 
 = 42 ft. wide, at Si. 60 
 
 2,912 00 
 
 Sidewalks, 
 
 1,820 = 
 
 = 24 do 
 
 Si.oo 
 
 1,820 00 
 
 G a tiers, 
 
 3,640 
 
 do 
 
 2oc. 
 
 910 00 
 
 Curb Stones, 
 
 3,640 
 
 do 
 
 King Street. 
 
 25c. 
 
 910 00 
 
 
 
 Macadamizing, 
 
 3,926 = 108 ft. wide, at S4.10 16,096 60 
 
 Sidewalks, 
 
 3,926 = 
 
 = 24 do 
 
 SI.OO 
 
 3,926 00 
 
 Gutters, 
 
 7,852 
 
 do 
 
 25c. 
 
 1,963 00 
 
 Curb Stones, 
 
 7,852 
 
 do 
 
 25c. 
 
 1,963 00 
 
 Filling 58,100 yds 
 
 • at 10c. 
 
 Isfelson Street 
 
 
 6,810 00 
 
 
 
 Macadamizing, 
 
 ] ,523 ^ 
 
 ^ 34 ft. wide, at SI .40 
 
 2,132 20 
 
 Gravel Sidewalks, 
 
 1,523 = 
 
 = 24 do 
 
 $1.00 
 
 1,523 00 
 
 Gutters, 
 
 3,016 
 
 do 
 
 25c. 
 
 761 50 
 
 Curb Stones, 
 
 3,046 
 
 do 
 
 25c. 
 
 761 50 
 
 11,033 10 
 
 6,552 00 
 
 29,758 60 
 
 5,178 20 
 
 Gloucester Street. 
 
 14,324 20 
 }83,37G \'d 
 
 Macadamizing. 
 
 1,526 =- 41 ft. wide. 
 
 at $1.60 
 
 2,441 60 
 
 Gravel Sidewalks, 
 
 1,526 = 24 do 
 
 $1.00 
 
 1,520 00 
 
 <1utters, 
 
 3,052 do 
 
 25c. 
 
 763 00 
 
 Curb Stones, 
 
 3,052 do 
 
 25c, 
 
 763 00 
 
 6,493 60 
 
 Carried forward, ,,,,,, • $440,391 98 
 
MacadamiziDg, 
 Sidewalks, 
 Gutters, 
 Curb Stones, 
 
 6(3 
 
 Brought forward $440,391 93 
 
 SOUTH OF RIDEAU STREET. 
 
 Augusta Street 
 
 1,374 = 42 ft. wide, at $1.60 2,198 40 
 
 1,374 = 24 do $1.00 1,374 00 
 
 2,748 do 25c. 687 00 
 
 2,748 do 25c. 687 00 
 
 Oliajpel Street, South of Rideau. 
 
 Macadamizing, 1,372 = 42 ft. wide, at $1.60 2,195 20 
 
 Gravel Sidewalks, 1,372 = 24 do $1.00 1,372 00 
 
 Gutters, 2,744 dO 25c. 686 00 
 
 Curb Stones, 2,744 do 25c. 686 00 
 
 4,94G 40 
 
 4,939 20 
 
 Gloucester Street 
 
 Macadamizing, 1,369 = 41 ft. wide, at $1.60 2,190 40 
 
 Gravel Sidewalks, 1,369 = 24 do $1.00 1,369 00 
 
 Gutters, 2,738 do 25c. 684 50 
 
 Curbstones, 2,738 do 25c. [684 50 
 
 Macadamizing, 1,872 
 
 Gravel Sidewalks, 1,372 
 
 Gutters, 2,744 
 
 Curb Stones, 2,744 
 
 Nelson Street 
 
 : 34 ft. wide, at $1.40 1,920 80 
 
 : 24 do $1.00 1,372 00 
 
 do 24c. 686 00 
 
 do 25c. 686 00 
 
 King Street 
 
 Macadamizing, 1,874 = 42 ft. wide, at $1.60 2,198 40 
 
 Gravel Sidewalks, 1,874 = 24 do $1.00 1,374 00 
 
 Gutters, 2,748 4o 
 
 Filling, 
 
 .Curbing 2J48 ft. at 25c. 
 
 25c. 687 00 
 
 1,000 00 
 
 687 00 
 
 4,928 40 
 
 4,664 80 
 
 6,946 40 
 
 Carried forward, i . m • « • ♦ i . . . • • $465,817 13 
 
 ,.Suj.dr*&!J^ 
 
t)7 
 
 40,391 93 
 
 4,946 40 
 
 4,939 20 
 
 4,928 40 
 
 4,664 80 
 
 6,946 40 
 65,817 13 
 
 Brought forward 
 
 Cumberland Street^ South of Rideau, 
 
 Macadamizing, 1,365 
 
 Gravel Sidewalks, 1,365 
 
 Gutters, 2,730 
 
 Curb Stones, 2,730 
 
 34 ft, wide, at $1 40 1,911 
 
 24 do 81.00 1,365 
 
 do 25c. 682 
 
 682 
 
 uo 
 
 25c. 
 
 $465,8 n la 
 
 00 
 00 
 50 
 50 
 — 4,641 00 
 
 Ottcma Street. 
 
 Macadamizing, 1,385 = 40 ft. wide, at 81-60 2,210 OO 
 
 Gravel Sidewalks, 1,385 =:= 24 du $1.00 1,385 00 
 
 Gutters, 2,770 do 25c. 692 50 
 
 Curb Stones, 2,770 do 25c. 692 50 
 
 Filling, 1,000 00 
 
 Nicholas Street 
 
 Macadamizing, 1,384 = 34 ft. wide, at $1.40 1,937 60 
 
 Gravel Sidewalks, 1,381 = 24 do SI 00 1,384 00 
 
 Gutters, 2,768 do 25c. 692 00 
 
 Curb Stones, 2,768 do 25c. 692 00 
 
 Macadamizing, 
 Gravel Sidewalks, 
 Gutters, 
 Curb Stones, 
 
 Macadamizing, 
 Gravel Sidewalks, 
 Gutters, 
 Curb Stones, 
 
 Macadamizing, 
 Gravel Sidewalks, 
 Gutters, 
 Curb Stones, 
 
 Mosgrove Street. 
 
 400 = 36 ft. wide, at S1.45 
 400 == do ^1.00 
 
 800 do 25c. 
 
 800 do 25c. 
 
 Little Sussex Street. 
 
 367 = 21 ft. wide, at 70c. 
 367 = 12 do 50c. 
 734 do 25c. 
 734 do 25c. 
 
 William Streets 
 
 580 
 400 
 200 
 200 
 
 00 
 00 
 00 
 00 
 
 256 
 183 
 183 
 183 
 
 90 
 50 
 50 
 
 50 
 
 200 = 
 
 24 ft 
 
 wide. 
 
 at 70c. 
 
 140 00 
 
 200 = 
 
 18 
 
 do 
 
 75c. 
 
 150 00 
 
 400 
 
 
 do 
 
 25c. 
 
 100 00 
 
 400 
 
 ward. 
 
 do 
 
 • •til 
 
 25c. 
 
 100 00 
 
 icd for 
 
 % 
 
 «! 
 
 1 
 
 6,986 00 
 
 4,705 60 
 
 1,380 00 
 
 807 40 
 
 490 00 
 
 l^^jf^- 
 
 ''^Jl^ri!-:: 
 
68 
 
 Broiutht forward 
 
 UPPER TOWN. 
 
 Sparks Street. 
 
 Macadamizing, 4,158 = 34 ft. wide, at S1.40 
 
 Gravel Sidewalks, 4,158 = 24 do Sl.OO 
 
 Gutters, 8,316 do 25c. 
 
 Curb Stones, 8,316 do 25c. 
 
 Excavation Rock at upper end, to Bay Street, 
 21,900 yards, at $1.00 
 
 $483,827 13 
 
 5,821 20 
 4,158 00 
 2,079 00 
 2,079 00 
 
 21,900 00 
 36,037 20 
 
 Macadamizing, 2,962 
 
 Gravel Sidewalks, 2,962 
 
 Gutters, 5,924 
 
 Curb Stones, 5,924 
 
 Queen Street. 
 
 34 ft. wide, at SI -40 
 24 do $1.00 
 
 do 25c. 
 
 do 25c. 
 
 Maria Street. 
 
 Macadamizing, 4,960 = 42 ft. wide, at 8100 
 
 Gravel Sidewalks, 4,960 = 24 do SI.OO 
 
 Gutters, 9,920 do 25c. 
 
 Curb Stones, 9,920 do 25c. 
 
 Excavation, 
 
 4,143 80 
 2,962 00 
 1,481 00 
 1,481 00 
 
 10,070 80 
 
 7,936 00 
 4.900 GO 
 2,480 00 
 2,480 00 
 5,000 00 
 22,856 00 
 
 Macadamizing, 2,458 
 Water tables, 4,916 
 
 Biddy Street. 
 
 33,ft. wide, at SI -40 
 5c. 
 
 Centre Street. 
 
 Macadamizing, 4,195 = 33 ft. wide, at Sl-40 
 Water tables, 8,390 5c. 
 
 Macadamizing, 530 
 
 Gravel Sidewalks, 530 
 
 Gutters, 1,060 
 
 Curb Stonea, 1,060 
 
 Elgin Street. 
 
 86 ft. wide, at $1.45 
 24 do $1.00 
 
 do 25c. 
 
 do 25c. 
 
 3,441 20 
 
 245 80 
 
 5,873 00 
 419 50 
 
 768 50 
 530 00 
 265 00 
 265 00 
 
 3,687 00 
 
 6,292 50 
 
 1,828 50 
 
 |i 
 
 Carried jmm-d $564,590 13 
 

 Macadamizing, 
 Gr ivel Sidewalks, 
 Gutters, 
 Curb Stones, 
 
 Macadamizing, 
 Gravel Sidewalks, 
 Gutters, 
 Curb Stones, 
 
 Macadamizing, 
 Gravel Sidewalks, 
 Gutters, 
 Curb Stones, 
 
 Macadamizing, 
 Gravel Sidewalks, 
 Gutters, 
 Curb Stones, 
 
 Macadamizing, 
 Gravel Sidewalks, 
 Curb Stones, 
 Gutters, 
 
 Macadamizing, 
 Gravel Sidewalks, 
 Curb Stones, 
 Gutters, 
 
 * 
 
 Brought forward 
 
 $5 
 
 f 
 
 151,599 li 1 
 
 s 
 
 I 
 
 1 
 4,588 50 1 
 
 1* 
 f 
 
 t 
 
 4,664 00 
 10,980 00 
 
 4,406 40 
 
 3,546 60 
 
 4,338 40 
 
 ? 
 
 B,827 13 
 
 Metcalf Street 
 
 1,330 = 36 ft. wide, at $1.45 
 1,330 == 24 do $1.00 
 2,660 do 25c. 
 2,260 do 25c. 
 
 0' Connor Street 
 
 1,320 == 37 ft. wide, at $1.45 
 1,320 =- do $1.00 
 2,640 dr 25c. 
 2,040 do 25c. 
 
 Bank Street. 
 
 3,050 = 42 ft. wide, at $1.60 
 3,050 = 24 do $1.00 
 6,100 do 25c. 
 6,100 do 25c. 
 
 Iluffh Street 
 
 l,296 = 34ft. wide, at $1.40 
 1,295 = 24 do $1.00 
 2,592 do 25c. 
 2,592 do 25c. 
 
 Sally Street. 
 
 1,028 = 36 ft. wide, at $1.45 
 1,028 = 24 do $1.00 
 2,056 do 25c. 
 2,056 do 25c. 
 
 Bay Street 
 
 1.276 = 34 ft. wide, at $1.40 
 1,276 == 24 do $1.00 
 2,552 do 25c. 
 2,552 do 25c. 
 
 Carrlfd forward, %,»>>,,,,>• 
 
 1,928 50 
 
 1,330 00 
 
 665 GO 
 
 066 00 
 
 i 
 
 1 
 
 6,037 20 
 
 1,014 00 
 
 1,320 00 
 
 660 00 
 
 660 00 
 
 
 0,070 80 
 
 4,880 GO 
 3,050 00 
 1,525 00 
 1,625 00 
 
 i 
 
 i 
 
 2,856 00 
 
 1,814 40 
 
 1,296 GO 
 
 648 00 
 
 648 00 
 
 r 
 
 i 
 t '; 
 
 3,687 00 
 
 1,490 60 
 
 1,028 00 
 
 514 00 
 
 514 00 
 
 i 
 
 i 
 
 i 
 
 ! 
 
 6,292 50 
 
 1,786 40 
 
 1,276 00 
 
 638 00 
 
 638 00 
 
 
 1,828 50 
 
 $ 
 
 
 597,013 Oa 
 
 
 4,599 13 ' 
 
 
 
 ..J 
 
70 
 
 Brought for ward 
 
 RicTimond Road. 
 
 Macadamizing, 3,337 = 42 ft. wide, at $1 . GO 
 •C: avel Sidewalks, 3,337 = 21 do $1.00 
 
 do 25c. 
 
 ,. $597,013 03f 
 
 Ou>'> ;-8, 
 Curb oi •(nes, 
 
 6,674 
 6,674 
 
 Macfiflami^ins!, 1,010- 
 
 Qravel diJowalks, 1,010 = 
 
 Gutters, 2,020 
 
 Curb Stones, 2,020 
 
 do 2uc. 
 
 Albert Street. 
 
 - 34 ft. wide, at ^^. . 40 
 = 24 do $1.00 
 
 do 25c. 
 
 do 25c. 
 
 Victoria Terrace. 
 
 Macadamizing, 2.000 = 34 ft. wide, at $1 . 40 
 
 Gravel Sidewalks, 2,000 = 24 do $1.00 
 
 Gutters, 4,000 do 25c. 
 
 Curb Stones, 4,000 do 25c. 
 
 Macadamizing, 
 Gravel Sidewalks, 
 Gutters, 
 Curb Stones, 
 
 Macadamizing, 
 Gravel Sidewalks, 
 Gutters, 
 Curb Stones, 
 
 Macadamizing, 
 Gravel Sidewalks, 
 Gutters, 
 Curb Slones, 
 
 George Street. 
 781 = 21 ft. wide, at 80c. 
 
 780 = 24 
 1,560 
 1,500 
 
 do 
 do 
 do 
 
 $1.00 
 25c. 
 25c, 
 
 Concession B and C. 
 
 2,770 = 21 ft. wide, at 80c. 
 2,770 = 24 do 81.00 
 5,540 do 25c. 
 
 5,540 do 25c. 
 
 Asliburnliam Stuet. 
 
 620 *- 26 ft. wide, at 90c. 
 
 620 == 12 do 50c. 
 1,240 do 25c. 
 1,240 do 25c. 
 
 5,839 20 
 3,337 00 
 1,6G8 50 
 1,668 50 
 
 1,414 00 
 
 1,010 00 
 
 505 00 
 
 605 00 
 
 2,800 00 
 2,000 00 
 1,000 GO 
 1,000 00 
 
 62* 00 
 
 780 00 
 890 00 
 390 00 
 
 12,013 20 
 
 2,216 00 
 2,770 00 
 1,385 00 
 1,385 00 
 
 558 00 
 310 00 
 310 00 
 810 00 
 
 3,434 00 
 
 6,800 00 
 
 2,184 00 
 
 7,756 00 
 
 1,488 00 
 
 Carried forward $630,688 n 
 
'•? w 
 
 97,013 OS 
 
 12,013 20 
 
 3,484 OC 
 
 6,800 00 
 
 2,184 00 
 
 7,756 00 
 
 1,488 00 
 [>,688 28 
 
 71 
 
 
 Brotight forward 
 
 ... - fS6?>'l «fifi '■•» 
 
 
 Percy Street. 
 
 
 "",""" "* 
 
 Macadam izinsf. 
 Gravel Sidewalks, 
 Gutters, 
 <>urb Stoues, 
 
 625 = 23 ft. wide, at 86c. 
 
 62ij = 12 do 500. 
 1,250 do 25c. 
 1,250 dc 25c. 
 
 537 50 
 312 50 
 312 50 
 312 50 
 
 1,475 00 
 
 
 
 
 Nepean Sticst. 
 
 
 
 Macadamizincr, 
 Gravel Sidewalks, 
 Gutters, 
 Curb Stones, 
 
 768 = 20 ft. wide, at 80c. 
 
 768 = 12 do 50c. 
 1,536 do 25c. 
 1,536 do 25c. 
 
 614 40 
 384 00 
 384 00 
 384 00 
 
 
 
 
 
 1 7Ae Ai\ 
 
 Gloucester Street. 
 
 Macadamizing, 
 Gravel Sidewalks, 
 Gutters, 
 Curb Stones, 
 
 1,098= 23 ft. wide, at 83c. 
 
 911 34 
 
 l.O'tS == 12 do 50c. 
 
 649 00 
 
 2,196 do 25c. 
 
 549 00 
 
 2,196 de 25c. 
 
 549 00 
 
 2,558 34 
 
 NORTH OF WELLINGTON STREET. 
 
 
 
 Bank Street. 
 
 
 
 Macadamizing, 
 
 275== 
 
 42 ft. wide. 
 
 at $1 . 60 
 
 440 00 
 
 Gravel Sidewalks, 
 
 275 = 
 
 24 do 
 
 
 §1.00 
 
 275 00 
 
 Gutters, 
 
 C50 
 
 do 
 
 
 25c. 
 
 137 60 
 
 Curb Stunea, 
 
 550 
 
 do 
 
 
 25c. 
 
 137 60 
 
 Filling, 
 
 
 
 
 
 200 00 
 
 IJOO 00 
 
 585 
 
 58.'i 
 
 Macadamizing, 
 Gravel Sidewalks, 
 Gutters, 1,170 
 
 Curb Stones, 1,170 
 
 Hugh Street. 
 
 36 ft. wide, at ;-;l .45 848 25- 
 
 24 do $1.00 685 00 
 
 do 25c. 292 50 
 
 do 25c. 292 50 
 
 2,018 26 
 
 Carried forward , SC39,696 22. 
 
72 
 
 Brought forward 
 
 Sally Street. 
 
 $689,696 22 
 
 Macadamizins, 340 
 
 Gravel Sidewalks, 310 
 
 Gutters, 6H0 
 
 Curb Stones, 680 
 
 88 ft. wide, at $1.47 
 24 do $1.00 
 
 do 
 d.o 
 
 OA 
 
 DC. 
 
 25c. 
 
 4f9 80 
 340 00 
 
 no 00 
 
 170 00 
 1,179 80 
 
 Mac 
 Gra 
 Gut 
 Cur 
 
 I 
 
 Victoria Street. 
 
 Macndamizins, 1,220 = 36 ft. wide, at $1.46 1,769 00 
 
 Gravel Sidewalks, 1,'220 = 21 do 
 
 Gutters, 2,440 do 
 
 Curbstones, 2,440 do 
 
 $1.00 1,220 00 
 25c. 610 00 
 25c. 610 00 
 
 
 
 John Street. 
 
 
 Macadatniziner, 
 
 145: 
 
 — 25 ft. wide, at 87c. 
 
 126 15 
 
 Gravel Sidewalks, 
 
 145 
 
 = 12 do $1.00 
 
 145 00 
 
 Gutter', 
 
 290 
 
 do 25 c. 
 
 72 50 
 
 Curb Stone, 
 
 290 
 
 do 25c. 
 
 72 50 
 
 Queen Street (from DuTce Street). 
 
 $1.00 
 
 Macadamizinjr, 1,0^0 = 36 ft. wide, at %\ .45 1,493 50 
 Qravfl Sidewalks, 1,030 = 24 c 
 Gutters, 2,060 do 
 
 Curb Stones, 2,060 do 
 
 1.0^0 00 
 615 00 
 25c. 515 00 
 
 25c 
 
 Macadamizine, 
 Gravel Sidewalks, 
 Gutters, 
 Curb Stones, 
 
 Bridge Street. 
 
 620 = .36 ft. wide, at SI -45 
 620 =-24 do SI. 00 
 
 1,240 do 25c. 
 
 1,210 do 25c. 
 
 899 00 
 620 00 
 810 00 
 310 00 
 
 4,209 00 
 
 Ma< 
 Gra 
 Gut 
 Cur 
 
 416 15 
 
 3,553 50 
 
 2,139 00 
 
 Carried forward $651,193 67 
 
73 
 
 Brought foncard $651, 19S 6V 
 
 Macadamizincr, 698 
 
 Gravel Sidewalks, 6u8 
 
 Gutters, 1,31)6 
 
 Curb SI ones, 1,390 
 
 Sherwood Street. 
 
 = 46 ft. wide, at $1.70 1,186 60 
 
 = 21 do SI -00 6i'8 no 
 
 do 20c. 319 00 
 
 do 25c, 349 00 
 
 Macadamizing, 1,213 
 
 Gravel Sidewalks, 1,213^ 
 
 Gutters, 2,426 
 
 Curb Stones, 2,420 
 
 Lloyd Street. 
 
 = 26 ft. wide, at 90c. 1,091 70 
 
 = 24 do SI -00 1,21.^ 00 
 
 do 26c. 606 60 
 
 do 26c. 606 50 
 
 2,582 00 
 
 3,517 70 
 
 Total $657,293 97 
 
 416 15 
 
74. 
 
 SUMMARY OF COST. 
 
 Urainaj-o $ iRS.C.'iS f.S 
 
 Water Works SK0,()j2 00 
 
 Macadamization 657,293 97 
 
 $1,523,002 53 
 
 Contingencies and Superintendence, at 10 per cent 152,;J50 25 
 
 Total $1, 075,852 77 
 
 The interest on this sum, at six per cent, per annum, would b<» 
 $100,551 12, and, taking the presont value of rateable property 
 within the City Limits as equfii to $303,1)12, an asscKsmenl to meet 
 that yearl}' den and lor interest vvoukl bo equal to 83} cents in the 
 dollar, or six and tight pence in the pound. It would not be neces- 
 sary however, to pi'ovide I'ur this largo outlay at once ; tho work 
 should be uiidcrt iken by uistahnents, and cuinpkted within a period 
 of four years. The advantages of this inouc; of priiccLdiiig will be 
 that the expenditure for those necessary wi^rks should be equalized 
 on the pro:;;ressive value of property, and the necessity ol adding 
 mateiially lo the pnblio burthen of the present inhabitants avoided, 
 A consideration of the financial arrangenu-nts by which the great 
 objects of this inensnre are to be attained, properly lHK)n<;s to the 
 City Council, and it is beyond all question that their action will be 
 sustained by the r.itc-payeis, in the effort to Becure for the cily full 
 value in permanent and usvful woiks of public iinitrovensent, for tho 
 out'ay demanded. Every day's e.xperieiice tends to pr ve the value 
 of unit'.d aeiioi, operating l)y means: of a known and comprehensive 
 system in the accomplishment of works of such magnitude, as the 
 wants of this eity denn'.nd, because eventually, su.h a mode of pro- 
 cedure is far les^ expensive than tlie desultory, costly, in» iiicient 
 and unsatisfactory mesisuies hitherto employed f)r that p.ui'pose. 
 The city is largely indebted for works of draina'.:e, macadamization, 
 and gi'neial improvements, and its streets aie s.vamps, its !-ide\vaIks 
 in the last stage of dilaj;idali(m, and its few drains st' nch traps or 
 oess pools, where thu sewage matter is carefully collected for the ex- 
 
K0,()j2 00 
 57,293 97 
 
 23,o02 53 
 52,;]50 2r. 
 
 75,852 77 
 
 ^vouUI be 
 
 property 
 
 L to meet 
 
 ts in the 
 
 be nece.s- 
 
 ;lio work 
 
 a period 
 
 will be 
 
 (]n;ilizefl 
 
 >l 
 
 adding 
 
 avdided. 
 10 gre.'it 
 s to the 
 II uill bo 
 ciiy full 
 t, lor tho 
 he value 
 •hc'iisivo 
 , as the 
 
 J (if p)'0- 
 
 u iiinient 
 
 iUipOSC. 
 
 nidation, 
 idrwalks 
 tinps or 
 r tlie ex- 
 
 73 
 
 eTiisivo bonofit of the citizen?. Tt wouhl bo no Pxnprj»crnlion io de- 
 clare that t!if propo^ 'd outlay for tliis j-iiy dm iii;,' the pr^'sent year, 
 is utterly wasud, and of no use to the public interests. 
 
 As it is notiid'.-isable to commence a'l these worlc^ Kimultaneonsly, 
 such poi'tiiins as lot in the l):iS'' of ilie syst in, slionld be svlccted as 
 the first to be undertaken, ami the construelion of tlu' main drain, 
 main thori)ii;lir«re, and the Res." voir for the Water Works shonld 
 1)0 suffiei:v)i lor the first year. The Estimates for those works would 
 bu as follo'.vs : 
 
 Main drain from Hugh Street to Ottawa River, as shown 
 
 in detailed estimates. Payo 4i $132,985 00 
 
 Cost el' iiiiproviiiii main thoroughfares Pago 5y 100,260 00 
 
 Macadam iz in-:; KU\<j> Street. Pajie C5 29,758 CO 
 
 Coat of eoiititruetin;j; RoKcrvoir fur Water Wurka. Pa^jes 
 
 55, 56 161,173 00 
 
 $ir,0,176 60 
 Contingencies and Suporiutendence, at 10 per cent 43,017 68 
 
 Total... Si73,194 20 
 
 The works un 'crtaken for tho second yea-, shoUid be SusS'.'^x 
 Street, Metru f dlrcet, Yoik Street, t'larcncr, Muri'ay and Pa; rick 
 Streets, uith thu remuinder of the Water Work.-!. Tho l!^;.timatvii 
 would be us foilows: 
 
 ■Cost of draining Sussex Street. Pago f/l $3,314 55 
 
 do Jlelealf Pajie 44 8,417 50 
 
 do Yoik Pag(!47 5,995 00 
 
 do riureneo Pa<;e 46 6,003 25 
 
 do M urray Paye 4G 6,003 25 
 
 do P.itriek Street, " C,003 25 
 
 Co^t of draining . , $;jd,7o6 60 
 
 i 
 
 1 
 
il 
 
 
 76 
 
 Cost of Macadamizing RnsRPx Street. Page 60 $11,489 10 
 
 do Mi-iralf «' 18,473 75 
 
 do Yink rt»ge63 13,2'.)8 00 
 
 do Claience " 7,719 65 
 
 do Murray Pajze 62 7 S^jS 80 
 
 do St. Patrick " 7,531 35 
 
 Total $00,400 65 
 
 Water WorJcs. 
 
 Cost of Conduit, Wheel house, Rising Main, Service, and 
 
 Distril)Ution. PaL'e 50 $219,479 00 
 
 Drainage 38,736 80 
 
 S32l,fil5 45 
 
 Contingencies, Superintendence, &c., at 10 per cent 32,401 64 
 
 Total $357 077 09 
 
 The outlay for tlic third year should embrace the 1 riding thorough- 
 fares as t'le IliliiMoil U»i'l, thi; Gloucester Ilnad, Cumlierland, 
 Dalhou^i •, Goor.i^v', Cimrh, S;. A:ulre\v, Hilton, Cutlicurt, Butulcr, 
 Carleloii, lie Ipith, Morii;^4Ut and B.iird Suveis. 
 
 Draining Richmond Road. P.i?;o f/l $10,8l5 25 
 
 do Cuniberlaiid St. Piuc 17 4,574 50 
 
 do CnU'Ktn " 3,185 00 
 
 do Diillioijsie P;i<'f>2 5,203 50 
 
 do GcTgo Pai;.' 47 4,f,i7 50 
 
 do Ciimrh pMi-f -10.,.-. 0,017 00 
 
 do St. Andrew's Pa;:<' 40 01125 
 
 do BoUun Piii;e4J 0,(>'>0 00 
 
 xlo Calhcart " ' 2,577 75 
 
 Carried forward $19,(3G1 76 
 
 ic 
 
511.489 10 
 
 18.473 75 
 
 13,2!)8 00 
 
 7,749 65 
 
 7 8.'")8 80 
 
 7,581 35 
 
 ;G6,400 65 
 
 19.479 00 
 
 38,7n6 80 
 
 2t,fil5 45 
 82,4G1 64 
 
 57 077 09 
 
 thorough- 
 nljorlaiid, 
 , Butulcr, 
 
 10,815 25 
 4,574 50 
 3,185 00 
 5,208 50 
 4,(147 50 
 6,017 00 
 014 25 
 G,(/'0 00 
 2,577 75 
 
 19,(JGI 76 
 
 77 
 
 Brought forward $19 G64 75 
 
 Braininj; Bolton Street. Pa<iP 45 4,431 00 
 
 do Re(l|tath " 2 339 75 
 
 ^ do McTaagart " 3 6 10 00 
 
 do Baird " 1,394 75 
 
 Total §<',1 470 25 
 
 Cost of Macadamizing Rich mond Road. Parte 70 $12,013 20 
 
 do Cuiulierlaud St. Ptiiit- 6j 11,0.)3 10 
 
 do Cailel n " " 6,552 00 
 
 do UiiliiDUhie " Pa lie 04 14,; 24 20 
 
 do Geufiic " Piiie(>3 10 0-9 30 
 
 do St Andrew's " Pii^o 02 7 0.<4 50 
 
 do Church " " 7,(j,8 OO 
 
 do Bolton " Pagu 01 8,400 00 
 
 do Caihcart " " 9,4; 80 
 
 do Bolton ♦' " i)_l,5 20 
 
 do Redp.itli " Pai^e 00 4, .'-13 20 
 
 do McTa>>i,'art " Paiii; 01 0,0.0 00 
 
 do Baird " P.^o GO 4,108 SO 
 
 do Gloucester Road, Page 04 5,4,7 50 
 
 Total §117,H',il 30 
 
 Drainaso $^;i.470 25 
 
 Macadamization 1 i7,;i<.ti 30 
 
 Total $17S 801 55 
 
 Sup<" hitendence and Coutinyencies, 10 per cent 17. SO 15 
 
 Cost of third year's operations $1 90 7 17 70 
 
 i 
 
7S 
 
 
 Thf! lialanco to bo cx-ponflcd for tlie foiirlh yon,r wl'l ho large, and 
 may prohalily be divul ■(! ovei- 2 oi- 3 years. As the first ihrce year's 
 operations aro directed to the r.oniplction of such woik^; ns are most' 
 needful, it wdl not mo "h atl;ct the gi'iieral interest, if tlie I)alanco, 
 amouiitin'j; to $G-t8 833 72 of the whole estimafc is not laid ont for 
 ft much longer period, ill the streets upon w'lioh this soin should bo 
 expended are, with the exception of S[)'nks Street, coniiuirntively 
 of little importance, not extensively inii't upon, and nalur.illy occu- 
 pying such ))ositio;iR as would render the ininiediale .ip lieation of 
 measures ot improvement unnecessary. One of the chief eonsidcra- 
 lions which have influ"nc(d my decision in the appropriation of theso 
 sums, arises from tnc al)R >lute necessity of applying prompt reme- 
 dies to the evils under which the low lying [)or-J )ns of th • city aro 
 sufferin;jr, as well as to prevent the wasteful, useh/ss and outiageoua 
 expenditure of public money on mischeivous arid woithle^s works. 
 
 AcGotnpnnying this Report is the large P!an of the city, fourteen 
 sheets of longitudinal sections of streets, two sheets of designs, and 
 general plan. 1 would respectfully recommend to tiie Committee, 
 that all care be taken of the large Plan — tliat it may not lie open to 
 every person, as such a course would infallihly i/isure its de.-truC' 
 tion — ai'.d tliat tracings be made of it. for general u^e, as soon as 
 possible. As it shews the actual position and descrijition of every 
 street, louse and structure in the city up to November 1800, its 
 value as a record is abundintly apparent, and the Council will fiad 
 it necessary to have the l.)calion of every new hnus" or other struc- 
 ture hereafter to be erected, a curately placed in its true position 
 on that plan, as well a matter of Municipal econ uny as neoess?.ry 
 for the e.\ eution of such woiks as may Kubs"qucnt!y be undertaken 
 by the city. The tibh^ of grades appended, are referred to li-'o sill 
 of the Guard Lock on the Rideau Canal. 
 
 In concludiu"; this Report, T would not bo doing my duty to tny 
 fellow citizens if I did not strongly point out to the Council, the 
 necessit/ ior taking a< lion thereon with the least possible delay. 
 The health, prosperity and future growth of t'.is city must depend 
 in a greit measure on ihe en^ rgy, ahiity and pi udeiice of its leading 
 men ; and this is always measured by the extent of public improve- 
 ments and the f.cil ties (or cleatdiness and comfort which piudent 
 measures of administration .secures. It is not necessary to loo!; to 
 other cities where cxtravagent R]ieculaLiun in public improvements 
 
7§ 
 
 has hcen the rule, but the actual want of thoi?e social and com- 
 mercial facilities iiffordcd by good roads, draiiinge a>^d ^^ater supply 
 is so apparent here, tlial it does not require any f.u fLtched theory 
 to decide on the extent of iinprovetnent, or the amount of population 
 it is meant to accommodate. The circumstances of the city requires 
 this outlay; every month it is delayed a'.lds to i(t. lu.are cxpensive- 
 ness, as well as prevents the property of the ciLizens fiom attaining 
 its full value. 
 
 All which is nevertheless respectfully submitted. 
 
 GEORGE n. PERRY, C. E. 
 
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