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HomeMy WebLinkAboutThe Brussels Post, 1894-3-23, Page 6Us. bs NIARs 28 BY-LAW NO, 5 Of the Township of Grey, in the County of Huron. n ) .A 13y -law to provide a proper outlet for and otherwise for the provement and extension of Government Drain Number 2, in ' W 3 the said Township and for borrowing on the credit of the [un• icipality the sum o£: Sixteen Thousand Two Idundred and Ten W Dollars and Thirty-three cents ($16,210,33) for completing the same. Provisionally adopted this Twenty.fourth Day of Feb,, A. D. 1894. Whereas the Drain known as Number 2, Government Drain, in the said Town- ehip, constructed under the provisions of the Ontario Drainage Aot of 1873, and payable by local assessment has heretofore been and is now being used as an outlet or a number of other drains in the Township of Grey, and in the adjoining Muniot- pality of the Township of Elmo, constructed under the provisions of the various S,ta• tutes.m foroe reepeoting Drainage, and when the ahangee and improved outlet here- inafter provided for are made, will be used by a large number of other lands in the said Townships and in the Township of MoKillop for outlet, and it having been sat- isfactorily established that the said Government Drain No. 2 has an insuffioient out- let, by reason whereof it in unable to carry away the waters which now reaoh it, thereby exposing the adjacent lands to damage and malting it impossible to properly and efficiently maintain the said drain, it was thereupon determined by the Munici- pal Council of the said Township of Grey, pursuant to Section 585, of "The Munici- pal Ant," to make a new outlet for the said Government Drain Number 2, and to otherwise improve and extend the said Drain with a view to its greater efficiency and to prevent the said threatened damage to the said adjacent lands. And whereas, thereupon, the said Council procured an examination to be made of the locality embraced in the said drainage system, including the said Government Drain Number 2, by James A. Bell, a Provincial Land Surveyor and Civil Engineer, and ales, procured plane and estimates of the work to be made by him, and also an Assessment to be made by him of the lands and roads to be benefitted by the said work including the lands of those who are using the said Government Drain Number 2 for outlet but who did not contribute to its construction, and those who may after the said changes are made, use the same for outlet, being the Assessment hereinafter by this By-law, enacted to be assessed and levied upon the lots and parte of lots hereinafter in that behalf specifically set forth and described, and the report of the Bald James A. Bell in respect of the said several matters is as follows :— Sr. TBOMAS, JANrutr 18xn, 1894. To the Reeve and Council of the Township of Gi'ey,— GENTLEAme.—I was instructed by your honorable body in August last to make an examination of No. 2 Government Drain in your Township. I presented you with a report on September 6th, 1893, as the result of my examination. In my re- port I stated as follows : "This Drain which has its head or commencement on Road Allowance between the 17th and 18th concessions at about the lino between lots 28 and 29, and was constructed from this point westerly along the road to the Beau- champ Creek. It is evident when constructed that it was only intended to drain the lots adja• cent t. it. This is shown by the faot that it was originally constructed a small drain, and also that only a small acreage was assessed for its construction. I find now, that through a system of drains constructed under the Ditches and Water- courses Act, and the Municipal Drainage Act, that this drain forms the outlet for the waters of about five thousand acres of your Township and about four thousand bye hundred acres of the Township of Elma. "The reeult is, that the drain is entirely inadequate to carry off the waters brought to it and consequently overflows and injures the lands along and adjacent to it. I have examined the outlet of this drain, or what ie known as the Beauchamp Creek, from where the Government Drain entero it until it has its outlet into the Maitland River, and I find that in order to make a proper outlet for said Drain, and to prevent damage to adjacent lands, it will be neoeseary to improve this creek to the line between the 12th and 13th concessions, which is almost to its intersection with the Maitland River. This oreek, as a whale, ie in a very bad state to form a proper outletifor the extent of country that drains into it. In planes there;,ie a well defined channel requiring little improvement while in most of its course it will re- quire to be deepened, widened and straightened, and have all the fallen timber taken out. "Those lands that are now using No. 2 Government Drain as an outlet, and were not assessed for its construction, should be now assessed for its use, and the amount so raised should be oredited to the lots originally assessed for the drain pro rata to their asseeement " My report was read and considered by your Council and adopted, and I was in- structed to make the necessary surveys, plans, profiles and specifications for the en- largement of No. 2 Government Drain in order that it would be capable of carrying off the waters brought to it, without damaging adjacenn lands and to carry the said drain to a proper outlet,and to assess the Dost thereof against the lands and sonde and roads benefitted and using the same for an outlet, and also to aeseee the lands and roads that are using said drain as an outlet and that did not contribute to its original construction. I now have the honor to report that I have completed the necessary surveys for the carrying out of the work as above described and have examined the lands and roads that will be benefitted by said work and that will use it as au outlet ; and have also prepared plans, profiles, specifications and estimates showing the proposed work in detail, with an assessment against the lands and roads that will use the proposed drain and outlet far benefit and outlet. I have also made an assessment against the lands and roads that are using No. 2 Government Drain as an outlet, for the value of the drain from stake 293 (where the first drain entero) to the Beauchamp creek. The value of this part of the drain I estimate at $1225.86 and the amount I assess for the use of this outlet I have credited to the lots originally asseeeed for the con- struction of the said drain and in proportion to the original assessment. I have shown this fully in different columns of my aeeeesment. I find that there are some lots in the 18th concession of the Townehip ofElma and a small portion of the corner of the Township of Logan whose waters would natural- ly trend and have an outlet into the proposed improvement, but drains are coustrnot- ed and arrangements made to take those waters in another direction, so that I have not included them in my assessment. I have assessed the lands contiguous to the drain and outlet for benefit, and the lands and roads naturally draining into the mune for outlet, and have shown the amounts for each in separate columns of my assessment. In my estimate of the cost of the work, I have provided for the clearing of the timber and bush from the road allowance along the Government Drain, and for the grubbing of the road -bed and grading the excavated earth thereon. The amount estimated for this work I have assessed against the road allowance between the 17th and 18th concessions of your Township. In laying out the work I have endeavored as far as practicable to straighten the course of the Beauchamp creek or outlet. The amount of fall in the proposed work being small, the effect of straightening and shortening the course of the proposed work is very important ; on lot No. 6 in the 13th concession a short cut is made that very materially benefits the proposed work, and ie of snob a nature that compen- eation should be paid to the owner of said lot. I have placed in my estimates an amount to be paid the owner of said lot for the land taken by said short out. I have shown the proposed work on the profiles in different sections, each election having the same bottom width of drain. My estimate of the cost of the work is as follows :— Sec. No. 1, 2531 cub. yds. at 15 ate. per yd. $ 379 65 " 2, 9260 15 " 1389 00 " 3, 5565 " 15 " 834 75 " 4, 10801 13 " 1404 13 " 5, 26266 " 13 3284 68 6, 28700 " 14 4018 00 " 7, 11689 14 ' 1636 46 " 8, 12025 It 13 " 1563 25 Surveys, examinations, plans, profiles, specifica- tions, estimates and assessments, .. 601 51 Assistance in surveys, .. .. 64 00 Superintending cooetruction of work, .. 450 00 Clerk's fees, Township of Grey, .. .. 97 00 Clerk's fees, Townebip of MoKillop, .. 19 00 Clerk's fees, Township of Elma,. .. 46 00 Publishing Bylaw, Townebip of Grey, 50 00 Publishing By-law, Township of McKillop, .. 25 00 Publishing By-law, Township of Elma, .. 25 00 Right of way, lot 6, con, 13, Township of Grey, 23 00 Clearing, grubbing and grading road between 17th and 18th cone., Townehip of Grey, .. 300 00 Total, .. .. .. .. $16,210 33 This sum I 08808 against the lands and roads to be benefitted by the proposed work, and the lands and roads that will use the same s0 an outlet as follows :— Description 873 ASSESSMENT TOWNSHIP OF ELll.. Am't Aes'd for Amount Lob Con, No. of Orig'l Construction Aeseesed for Total Acres. of Gov't Drain No. 2 Outlet Assessment 1 13 50 $ 5 46 $36 12 $41 08 2 50 6 11 40 42 46 53 8 50 6 60 43 00 4 " 50 650 4300 5 " 50 5 53 35 26 6 50 5 98 39 66 7 " 100 6 50 43 00 8 25 1 56 10 32 1 14 100 15 00 86 00 2 " 100 13 00 86 00 3 " 100 13 00 86 00 4 ' 100 13 00 86 00 5 100 13 00 86 00 6 100 13 00 . 86 00 7 100 13 00 86 00 8 100 12 09 79 98 9 100 3 38 22 86 1 15 100 13 00 86 00 2 " 100 13 00 86 00 4950 4950 4059 45 54 4950 1188 0900 9900 99 00 99 00 9900 9900 9900 9207 25 74 9900 . 99 00 W W} N SI E 8k N3 (11 3 s3 .9 0 0 7 8 9 9 9 10 11 1 2 8 4 5 6 7 7 8 9 10 11 11 12 12 1 2 2 3 4 5 5 6 7 8 9 10 11 12 13 13 15 )f IA /f .4 11 04 100 100 a0 100 70 20 50 50 16 100 100 100 100 100 50 50 100 300 300 50 50 75 25 17 100 50 50 100 100 50 50 100 100 100 100 100 100 100 75 25 13 00 13 00 10 00 18 00 18 00 13 00 0 97 3 25 406 2 60 20 13 00 13 00 13 00 13 00 1800 13 00 . 050 650 13 00 18 00 1800 6 87 5 59 182 284 18 00 6 50 6 50 1200 1300 1250 650 13 00 13 00 18 00 1300 13 00 13 00 12 74 91 1 30 Total Assessment on Lands Assessment on Roads :— One half town line between Elma & Grey, Road between 13th and 14th mons. Road between 15th and 16th cons. Road between 17th and 18th cons. Road between lots 5 and 6, Road between lots 10 and 11, Total Aeaesement in Elma, 2 86 4 16 5 46 0 60 5 72 2 66 80 00 8609 80 00 8600 8000 8000 5924 2100 39 10 17 20 1 80 720 8000 8600 8600 8000 8000 4300 43 00 8600 86 00 86 00 42 14 8698 1204 1548 8600 43 00 43 00 86 00 8600 4800 48 00 86 00 86 00 86 00 8600 86 00 86 00 84 28 602 8 66 18 92 27 52 3612 43 00 37 84 18 92 ASSESSMENT TOWNSHIP OF MOKILLOP. No. of Amount Description Lot Con Acres. Assessed for ' Outlet. Ni E3 1 14 50 $ 3300 S3&W}N3 1 136 8976 2 " 185 122 10 3 0 184 121 44 4 " 182 120 12 5 " 181 119 46 6 0 180 118 80 3 of 3 3 7 ' 443 59 07 E 29 63 W3ofS3 7 " 443 2953 N 3 8 " 89 49 84 S 3 8 " 89 49 84 8 3 9 ' 8834 31 32 N E pt 10 " 3773 I8 75 N pt 10 50 25 00 S 3 10 " 88 2.800 N 3 11 " 87 36 50 17333 11 433 550 E3 N W3113 12 " 433 10 00 E}N3 13 " 43 650 W3143 13 " 43 100 N 3 14 86 8 00 N pt 15 " 50 1 00 1 13 150 99 00 75 49 50 W 4} 2 " 75 49 50 N3 3 75 4950 PtE3S$ 3 " 25 1650 PtWPtS3 3 50 3168 E3 4 50 2904 W i 4 " 100 57 42 S 3 5 112i 45 21 N 3 5 ' 373 24 75 S 3 6 " 100 5 28 N 3 6 " 50 3168 173 7 50 2640 N 3 8 " 50 26 40 N 9 " 50 1 98 E3 1 12 25 1320 W4E3 1 25 1320 W 3W 1 " 25 13 20 2 " 100 52 80 E3 8 " 50 2640 W4 3 " 50 660 Total assesement on lands $ 1845 29 3 assessment on townline between Grey & MoKillop, 18 50 Road between 13th and 14th con's., 21 12 Road between 12th and 13th can's., 3 30 Road between lots 10 fit 11, 9 24 Road between lots 5 & 6, 17 16 Total .. .. .. .. .. $ 1914 61 ASSESSMENT TOWNSHIP OF GREY. No. of Description Lot Con. Acres. 19 11 100 20 983 SEpt 20 " 13 21 " 100 W a 22 50 E i 22 " 50 W $ 23 0 50 E 3 23 14 50 24 100 W k 17 12 50 E 3 17 50 18 100 N W pt 19 1 W pt 19 11 49 E 3 19 " 50 20 " 100 S 3 21 50 N 3 21 41 50 22 ' 100 W } 23 50 E a 28 41 50 24 100 25 100 26 " 100 83 173 s3 W 3 N 0 6 7 7 8 8 9 10 11 12 13 14 14 15 16 17 18 0 a U z 13 100 100 50 50 50 50 97 100 100 100 100 60 50 100 100 100 100 Am't Aes'd Total for Outlet. Assessment. $182 #182 336 336 21 21 5 60 5 60 3 50 3 60 3 60 3 60 3 60 8 50 350 350 84 84 1 68 168 490 490 13 72 13 72 14 14 686 686 7 00 7 00 14 00 14 00 7 00 7 00 14 00 14 00 7 00 7 00 700 700 1344 1344 9 24 9 24 350 350 b m • Ag � o $15 00 10 00 10 00 5 00 1000 $ 21 8 00 6 00 6 00 2 50 5 00 600 6 72 7 84 8 12 7 66 2 80 2 38 5 32 8 40 14 00 14 00 $ 21 23 00 6 00 15 00 12 50 10 00 16 00 6 72 7 84 8 12 7 56 2 80 2 38 5 32 8 40 14 00 14 00 9.9 00 99 00 9900 99 00 99 00 99 00 0801 24 76 84 066 13 98 99 00 99 00 99 00 99 00 99 00 99 00 49 50 49 60 09 00 9900 99 00 4851 42 57 1386 17 82 99 00 49 50 4950 9000 9900 49 60 49 60 99 00 99 00 9900 99 00 9900 99 00 9702 6 93 9 90 $4407 48 21 78 31 68 41 58 49 50 43 56 21 78 $4617 36 W pt 18 pt 11 S3 NE pW t Spt 19 21. 21 22 22 23 24 20 27 28 28 30 2 83 34 35 1 14 1 " 2 0 I' 44 l4 if " " " 100 00 00 50 25 100 100 100 190 100 19 100 100 18 100 " " 1' 14 14 4 5 6 6 6 7 8 9 10 11 12 13 S 3 14 N 4 14 15 16 17 W3 18 E 3 18 19 20 Sept 33 E3 Pt S pt E3 W 3 E3 E3 NWpt S E pt W E3 " 'f 44 " " 50 100 100 100 45 45 00 20 9 20 00 35 100 12 00 100 15 00 100 40 00 100 50 00 100 100 100 50 50 100 100 50 60 100 100 1d was mm L b ' 0 v a :1°e OCI �i c� �� d0 dU p o 0 �z oo o 5 o .15, eo U z -4— -4 dO 322 40 26 60 29 68 1 96 18 64 56 28 50 1 75 43 00 3 50 40 68 3 22 43 00 3 50 45 90 7 15 37 04 4 16 3128 312 42 08 5 07 49 06 5 24 57 92 7 93 70 88 10 27 4 55 5 18 6 02 511 661 790 13 00 18 00 19 00 18 00 22 00 55 00 22 00 22 00 22 00 28 00 1 80 34 20 18 00 18 00 36 00 18 00 18 00 35 64 36 56 00 56 00 56 00 34 00 36 00 36 00 36 00 72 00 72 00 72 00 72 00 75 00 86 00 86 00 86 00 43 00 43 00 86 00 86 00 2 52 3 24 4 50 5 76 21 25 25 00 25 00 14 00 14 0 7 00 7 00 300 10 50 14 09 14 00 14 00 14 00 13 16 10 2a 13 10 1064 1004 1064 10 50 10 22 8 64 2 10 8 60 6 02 6 80 6 02 5 95 3 15 1 40 3 15 10 00 11 00 13 00 15 00 1600 1500 1600 7 00 7 00 1400 1400 16 85 9 20 9 20 10 72 23 00 1400 14 00 7 8.50 1000 1400 14 00 1400 1400 18 10 238 10 22 18 10 1064 1004 1064 10 50 1022' 854 210 2 50 0 02 6 80 602 595 4815 21 40 0 16 22 00 20 00 5300 6600 16 00 15 00 1500 7 00 7 00 1400 14 00 16 85 9 20 920 19 72 2800 21 14 100 22 23 24 25 26 27 28 29 30 51 32 33 34 35 1 15 11 11 11 11 2 3 4 5 6 7 8 9 10 11 12 13 14 15 15 16 16 17 18 18 19 19 20 21 22 23 23 24 24 25 26 27 28 29 30 31 32 33 33 34 35 6 6 7 7 8 9 10 A o o z v 11 16 12 13 14 15 16 17 18 19 20 21 22 23 24 25 Pt N pt 26 26 27 28 29 80 W 3 31 " E 31 nrr " 32 1171° " 33 mo.. 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