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HomeMy WebLinkAboutBRU 86 002 municipal drain #17 ~. Municipal World Limited - Form 115 Page 1 of 4 I,'or use only by municipalities not within the District of Muskoka, OJ a regional municipality. or a restructured county, DRAINAGE BY-LAW NO. 86 - 2 . Drainage Act, R.S.O. 1980, c. 126, s. 45 (1), Form 6, O. Reg. 300/81 (aJ Name?f A by-law to provide for a drainage works in the (a) .........?:~~.s~.i.,Ji'................ of ......~.:.':':S~........................... MUntClpaltty in tbe .......~.'?':':~~r......................... .... .................. of .... .... ~!:!!,,~.. ............................ ............ ............................ WHEREAS the requisite number of owners have petitioned the council of the .....'!'.9.o/.!U¡!lj,II.................. of ..........~.:r;.~.7.7................... ........... in the ...... ~~~~.~.¥................ ................of ......~::~.c:.~................................... in accordance with the provisions of the Drainage Act, requesting that the following lands and roads may be drained by a drainage works. (b) (b) Here set out the de- scription of the lands and roads, or name of drain lire- pair or im- provement to existing drain. Parts of Lots 21 and 22, Concession 5, and Lots 20, 21, 22, and 23, Concession 4, Township of Bruce, along with the adjacent roadways. . (c) Insert a AND WHEREAS, the council of the .......~.'?';'T.~h~I?......... of .....!!!:!!,,~................ in the .....ç.'?~~!':Y................ copy of the engineer's report be- of .........!\r.¡¡¡;~..................................... has procured a report made by....1)..,..,W,...ç;),;;¡¡;!$....J'.,...1Ing.·............... tween pages 1 and 2. (To be ex- and the report is attached hereto and forms part of this by-law: (C) eluded from copy of provisional by-law sent in accordance with section 46 (1) and (2». . . Form No. 115 Page 2 of 4 AND WHEREAS the estimated total cost of constructing the drainage works is $ ..;U.,.Q.~.Q.,.9.9.............. AND WHEREAS $.???:.~~.........is the amount to be contributed by the municipality for construction of the drainage works. AND WHEREAS $ ..~!};1;2.~!?!?...........is being assessed in the .....~~.~.'!.~.L......... of .........~7.?~~............ (d) Set out in the .........~~~::.t:-.¥..................................................... of ...................~?:~.~.7.............................................(d) assessments in any additional municipality. AND WHEREAS the council is of the opinion that the drainage of the area is desirable; THEREFORE the council of the .............?-:!'?!'P..~)¡AJ?...................... of ...........!!!':!!,,~................................ pursuant to the Drainage Act, enacts as follows: 1. The report is dated....R,,):!?!;>.'f....},?~2.... and attached hereto is hereby adopted and the drainage works as therein indicated and set forth is hereby authorized, and shall be completed in accord- ance therewith. 2. (1) The Corporation of the .......~.'?~~!'!~p............................... of .............~~~.c:.'è................................ may borrow on the credit of the Corporation the amount of $..~J.I.º2º.,ºº..., being the amount necessary for construction of the drainage works. (2) The Corporation may issue debentures for the amount borrowed less the total amount of, (a) grants received under section 85 of the Act; (b) commuted payments made in respect of lands and roads assessed within the municipality; (c) moneys paid under subsection 61 (3) of the Act; and (d) moneys assessed in and payable by another municipality, and such debentures shall be made payable within ..Jì",:¡..... years from the date of the debenture and shall bear interest at a rate not higher than the rate charged by The Ontario Municipal Improvement Corporation on the date of sale of such debentures. Form No. 115 p... 3 of .. 3. A special equal annual rate sufficient to redeem the principal and interest on the debentures shall be levied upon the lands and roads as set forth in the Schedule to be collected in the same manner and at the same time as other taxes are collected in each year for ...,?,:,.:.!:~!!:t;..years after the passing of this by-law. . SCHEDULE Concession Parcel of Land Total Amount or part thereof Assessed 4 Lot E 20 (Hyde) $ 900.00 Lot W 21 (Hyde) $2,175.00 Lot E 21 (Willich) $1,100.00 Lot 22 (Neeb) $3,035.00 5 Lot 21 (Vanmoorse1) $3,300.00 Lot 22 (Linknow) $ 550.00 Bruce County County Road 20 (Bruce) $6,315.00 Section 26 Total - Lands other than roads and lands of the municipality $13,000.00 Roads (and lands) of municipality 675.00 TOTAL $ 31, 050.00 4. For paying the amount of $ .~J.¿Q~Q.,f).Q..... being the amount assessed upon the lands and roads . belonging to or controlled by the municipality, a special rate sufficient to pay the amount assessed plus interest thereon shall be levied upon the whole rateable property in the ..?;!'?~.~.i.'.~.J? ............................. of .....~:.?~~............ in 1IMlkjf~x.t.b.e...c:u!:!:¡mj;.... year after the passing of this by-law to be collected in the same manner and at the same time as other taxes are collected. Form No. 115 PIIge 4 of 4 5. All assessments 151'$ .......................a<o<be1!s<are payable in the first year in which the assessment is imposed. 6. This by-law comes into force on the passing thereof and may be cited as "...Muni,çip;¡.1............... p.!:~.~~...u.? ...... .......... ........................ ............ ...................... ...... ....... ..... ................... ..... By-law" -. FIRST READING ...........f.~þ.!:!!~.'X...~.~.J:1.t..J.?!!~................. SECOND READING .......f.~Þ.!:H1!F.X...~J.J:l.,..J.~.!!~................. Provisionally adopted this ...........~!;~...........day of J~."?:.~.':.:.¥........ 19...~.~ . ..·~·..{((~~~r·..··~···..··....··....··.. *¥:mm THIRD READING ......... ..~!?::.~.~. ..~.~.~.~...~?~~................ ....... . FIRST APRIL 87 ENACTED thlS .................................day of .................................19........ ·..·~zæ~·~·..················ ~ NOTICE OF SITTING OF COURT OF REVISION Drainage Act. R.S.O. 1980, c. 126, s. 46 (1) and (2) N f . h b . th t C rt fR .. lib h ld The Council Chamber o Ice 18 ere y gIven a a ou 0 eVlSlon WI e e at ................................................................ ....~~...'!'.J:1.'!'.. .~!':u.c:~.. ~~~.'!.J:1.i.R...~.O''.'!'.'!u.!!~!;X. .~.'!.'!-.t;.r;.e... .................... ......... ........... .... ........ ..... ....................... .... on the ........?J;!1.............day of ........!'!1!!:"h................................. , 19..??.......................at ...()!!~...LlJ........... o'clock in the .........aftßr...... noon to hear any owner of land, or, where roads in the local municipality are assessed, any ratepayer, who complains that his or any other land or road has been assessed too high or too low or that any land or road that should have been assessed has not been assessed, or that due consideration has not been given or allowance made as to type of use of land, who personally, or by his agent, has given notice in writing to the clerk of the municipality that he considers himself aggrieved for any or all such . causes. ...................... If no notice of intention to make application to quash a by·law is served upon the clerk of the council within ten days after the passing of the by-law or, where a notice of intention has been given, if an application to quash is not made to the referee within three months after the passing of the by·1aw, the by-law or so much thereof as is not the subject of or is not quashed upon any such application, is valid and binding according to its terms, so faJ as it prescribes or directs anything within the proper competence ofthe council: the Drainage Act, R.S.O. 1980, c. 126. .. 58 (2). ERGIIlEBR . S REPORT . DRAINAGE AREA The exact extent of the drainage area of the subject drain can be seen on the plan. The total watershed which will utilize the subject drain is approximately 36 hectares (90 acres). The entire watershed consists of Perth clay which is a heavy textured till. This soil is considered to have imperfect natural drainage and is smooth to gently sloping and has few stones. The soil profile consists of 6 inches of very dark grey clay loam topsoil with the lower A2 and 13 horizons mottled with gritty clay parent material, pale brown in colour. For the purposes of The Drainage Act, the lands requiring drainage, generally described as the low wet area wi thin the watershed, are considered to be those low wet areas in Lots 21 and 22, Concession 5, and Lots 20, 21, 22, Concession 4, Township of Bruce adjacent to County Road 20. All of the land in the watershed is used for mixed farming or cash crop production. There is no bush within the watershed boundary and the land use agricultural capability designation for the entire watershed is Class 1. WA'rERSHED HOUllDARY The watershed boundary, as shown on the plan was established from field inspection, air photo interpretation and reference to existing municipal drain by-laws which either abut the subject lands or include the subject lands. Unfortunately, the Wrightson Drain plan is not available, however reference to the text of the Wrightson Drain and the approximate area serviced by that drain was considered in the determination of the watershed boundary for the subject drain. The Wrightson Drain is adjacent to the 4th of Bruce Municipal Drain which is to the west along the County Road. . PRESEII'l' COIIIDITIOIII The lands within the watershed are presently serviced by a combination of overland flow, private tile, and roadside ditch. The lands which are proposed to be provided with an outlet, drain in a general easterly direction to eventually outlet southerly in a private pond adjacent to the Wrightson Drain. A private tile has been installed along the Concession Road which has been subsequently upgraded to a County Road and a clay tile has been installed to the approximate boundary between Lots 22 and 23, Concession 4. The tile at the downstream end have been scoured and are in disrepair. A significant hole exists at the County Road in Lot 22, Concession 4 and another tile failure exists at the approximate boundary between Lot 21 and 22 which is a private tile connection to the drain which exists on the road allowance. At the very upstream end, manholes were installed on each side of the road at the time of the construction of the development road. They are connected by a 12 inch corrugated steel pipe. The pri vate tiles outlet into these manholes and at the time of inspection, no water was running in the outlet from the southerly manhole easterly. . . - 2 - PROPOSED WORK This report proposes to construct a covered drain in order to provide outlet to the lands requiring drainage. The plans and profile included in this report provide the technical information concerning the proposed construction. A general description of the proposed work is as follows. Starting at the upstream end in Lot 21, it is proposed to start the drain at an existing manhole on the south side of County Road 20, just east of the intersection of County Road 20, and Sideroad 20-21. The drain will proceed easterly in the ditch line of County Road 20 through Lot 21 and thr!"ugh approximately 3/4 of Lot 22 to a point where the water now congregates due to natural slope and where the water subsequently flows southerly. At the approximate boundary between Lot 21 and 22, at Station 0+659, a road crossing will be installed to provide outlet for the eastern portion of Lot 21. On either end of this road crossing, a catchbasin will be installed to connect the various branches of the municipal drain. An additional road crossing will be installed at approximately Station 0+343, once again catchbasins will be installed on either end of the crossing. This crossing will provide outlet to the area in Lot 22 which is within the watershed boundary. At Station 0+343, the drain will change direction to proceed southerly. It will be installed in the existing low run to the property line between Lots 22 and 23. At this point an outlet pipe will be installed and the existing water course will be modified so as to provide a riprapped stilling basin which will then allow the water to flow as it presently does by surface flow through Lot 23, to the pond which has been constructed adjacent to the Wrightson Drain. The owner of Lot 23 was consulted and requested that the closed drain end at the property boundary. The downstream end of the tile drain will be at approximately Station 0+110 while an open drain will be required to be constructed to approximately Station 0+080. In addition, the gulley which has started through the low run will be regraded and reseeded to provide a grassed waterway. In addition, it is proposed that the roadside ditch will be regraded to more closely approximate the ditch grade which was proposed in the original construction documents for the improvement of this Concession Road.