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Home My WebLink AboutThe Lucknow Sentinel, 1989-03-22, Page 8Page 8 --Lucknow Sentinel, Wednesday, March 22, 1989 The Corporation Of The Village of Lucknow NOTICE OF APPLICATION By the Corporation of the Village of Lucknow for approval of the corietructIon of certain Sewage Works and the issuance of debentures as set out below and for approval of the enactment of a proposed By -Law imposing a Sewer Rate TAKE NOTICE THAT: 1. The Council of The Corporation of the Village of Lucknow intends to apply to The Ontario Municipal Board for approval of: (a) the construction of Sewage works as described in Schedule "A" annexed hereto at an estimated cost of $5,406,190.00. After allowing for a Provincial Government grant of $4,520,882.00, the sum of $885,308.00 shall be raised by the sale of debentures payable over a period not exceeding ten (10) years. The Corporation intends to charge the whole cost of the works as a sewer rate for a period not exceeding ten (10) years upon the owners or occupants of lands who will or may derive a benefit therefrom, and (b) the passing of a proposed by-law to impose such sewer rate to raise the whole of the annual payments on such debentures, consisting of: (i) a frontage rate annually of $1.65 per'foot ($5.40 per metre) for ten (10) years. 2. The following is an example of a typical charge: Description Typical property with 66 feet (20.117 metres) frontage (a) Frontage charge (b) Service connection charge from the sewermain to the property line (c) Sewer Service Rate Total s *Plus Annua Ily A Sewer Service Rate of 1.45 times the water bill. For a typical property this would be; Sewer Service Rate = 1.45 x $96.00 = $139.20 per year 3. The following exemptions will be granted: (a) In the case of corner lots situated at the junction or intersection of streets or highways,. 100 feet (30.48 metres) of the flankage is exempt from the frontage rate. (b) Triangular or irregularly shaped lots alai either experience an Increase in the metre frontage rate or a decrease in same on a bans that is deemed toThe equitable and lush. Commuted (Up -front) Charge Annual Charge (for 10 years) 66 x $9.30 = $613.80 66 x $1.65 = $108.90 750.00 $1363.80* 132.75 1.45 x 96' = 139.20 $380.85 (c) Where a lot is for any reason wholly or in part unfit for building purposes, a reduction may be made in the frontage rate that otherwise would be chargeable thereon, sufficient to adjust its frontage charge as compared with that of lots fit for building purposes on a fair and equitable basis. (d) In the case of lots that because of the nature of the terrain or the elevation of the sewer do not derive the same benefit as other lands fronting or abutting on the sewer, a partial exemption from the frontage rate may be made, having regard to the benefit derived as compared with other lots, sufficient to adjust the frontage charge on a fair and equitable basis. (e) Any changes that are required to be made by the application of paragraphs (a) to (d) herein shall be made by deducting from or adding to the total frontage of the lot which is subject to the metre rate so that the whole of the lot is charged on a basis that is equitable and just. 4. Any ratepayer may, within twenty-one days after the date of the publication or mailing of this notice, whichever is later, serve personally or by Registered mail on the Clerk of the Village of Lucknow, at the address given below, a notice in writing stating objection to the approval of the construction of said works or to the imposition of the special rate, and the grounds of such objection and that if a public hearing is held, the objector or representative will attend such hearing to support such objection. 5. The Ontario Municipal Board may approve of the construction of the said works and the issuance of the said debentures, and the imposition of the said sewer rate, but before doing so it may appoint a time and place for a public hearing when any objections will be considered, but notice of such hearing will be given only to those persons who have given notice of objection as provided for above. DATED at the Village of Lucknow, this 15th day of March, 1989. THE LAST DATE for diling of objections is the 14th day of April, 1989. BY-LAWS MAY BE INSPECTED AT THE OFFICE OF THE CLERK DURING REGULAR BUSINESS HOURS. Bertha Whitcroft, Clerk Treasurer Village of Lucknow Box 40, LUCKNOW, Ontario, NOG 2H0 SCHEDULE "A" LUCKNOW SANITARY SEWAGE WORKS DESCRIPTION 1.0 SANITARY SEWERS STREET OR EASEMENT Napier Street William Street Ludgard Street Gough Street Rose Street Rose Street Hamilton Street Hamilton Street Wheeler Street Hays Street Wolsley Street Campbell Street Campbell Street Easements on North Side :of Campbell St. Easements on South Side of Campbell St. Willoughby Street Stauffer Street EXTENT OF SERVICING - From Ludgard Street to 180 m North of Ludgard Street - From Ludgard Street to 137 m North of Ludgard Street - From Delhi Street to Napier Street - From 70 m West of Inglis Street to 152 m East of Havelock Street - From Inglis Street to 137 m East of Havelock Street - From Stauffer Street to 223 m West of Stauffer Street - From Inglis Street to 116 m East of Havelock Street - From Stauffer Street to 219 m West of Stauffer Street - From Victoria Street to 85 m East of Havelock Street - From Delhi Street to 104 m East of Delhi Street - Havelock Street to 183 m East of Havelock Street - From the Westerly Village Limit to Ross Street - Havelock Street to Easterly Village Limit - From Stauffer Street to 50 m West of Havelock Street - From Ross Street to 40 m West of Havelock- Street - From floss Street to Bob Street - From Ludgard Street to Campbell Street STREET OR EASEMENT Havelock Street North Delhi Street Inglis Street Outram Street Victoria Street Albert Street Ross Street Palmerston Street Clyde Street Canning Street and Easement South Delhi Street Bob Street Elgin Street Elgin Street Walter Street Right -of -Way Easement on Mill Site No. 3 Easement on Mill Site No. 2 Easement on Lots 511 and Farm Lot 14 EXTENT OF SERVICING - From 220 m North of Ludgard Street to Canning Street - From Gough Street to Ludgard Street - From Elgin Street to Gough Street From Willoughby Street to Gough Street - From Campbell Street to 60 m North of Hamilton Street - From Campbell Street to Wheeler Street - From the Southerly Village Limit to Campbell Street a. - From 113-m West of Ross Street to 85,m South of Canning Street - From Ross Street to Canning Street - From Ross Street to Havelock Street - From 162 m East of Bob Street to 158 m West of Bob Street - From Campbell Street to Delhi St. - From Havelock Street to 107 m East of Havelock Street - From Bob Street to 158 m West of Bob Street - From Campbell Street to 184 m North ofCampbell Street - From Ross Street to 116 m West of Ross Street - From Clyde Street to Inglis Street - From Campbell Street to Willoughby Street - Ross Street to 60 m West of Ross Street 2.0 PUMPING STATION AND FORCEMAIN A custom built sanitary sewage pumping station with standby power facilities and all appurtenances on Block "P" of Mill Site No. 3. FORCEMAIN LOCATION STREET OR EASEMENT Inglis Street Willoughby Street Bob Street Campbell St. and Highway No. 86 Washington Street Alfred Street Access Road for Treatment Site Total length of forcemain - 2600 m+ Note: Alternative forcemain route is across -FROM Pumping Station Inglis Street Willoughby Street Bob Street Highway No. 86 275 m North of Highway No. 86 275 m North of Highway No. 86 Lot 64, Concession 1, Township of Kinloss TO Willoughby Street Sob Street Campbell Street Kinloss Twp. St. 375 m East of Bob Street 275 m North of Highway No. 86 Line between Lots 54 and 56, Con. 1, Kinloss Inlet works at Treatment Facility 3.0 TREATMENT AND DISPOSAL FACILITIES A sewage treatment and disposal facility to be located on parts of the south half of Lots 63, 54, and 56, Concession 1, Township of Kinloss, generally consisting of: -- 3 cell aerated lagoon sized for 36 days retention at average flow (1.2 ha surface area) — 1 cell .emergency holding lagoon, sized for 90 days retention at average flow (3.6 ,ha surface area) — rapid infiltration basin sized for discharging whole village flow In 275 days (1,000 m3/d). including all .structures, piping; ::site work, access road, and other related facilities. 0