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The Goderich Signal-Star, 1972-08-17, Page 3• • '' .: • .A 6 I 000111110010111110011111111111111010 MIIIIIMMINIMillil 1111101111111111IMMP I OHO I I II ilffilffil"110111101010110 "lliffilli0101""lifilffiffilnifilifil MI MOW MOM 1111001!"1111"1"1"1""1"1111111IIIHMIUMHOOMPOMMUOMIII11101101100004010010101001000110Mi ' 'ilq'4' ' ' ' . • P 0.0 GODERICH SIONALOA, 1000101111101181111111001111NINI In an attempt to draw the required in the iminecHate given a dosage of chlorine and Attention -of _eterynne- to --the--- - -vicinity a the plant site; but -the---- - ---,discharged- to The ravine:PI-ova' valuable resource we all share construction of majorsewers less than 2,000,000 gallons are ' in water, the Goderich Public. • was not required. , ., carried to the aeration tanks ' Utilities Commission this week (Because of the combined and given . full secondary is sponsoring a "Water sewers, the sewage flows are treatment. Appreciation Week." very •large during, and following, Sewage entering .these tanks is The R.U.C.s.. invites all heavy rains: Provision is made ' aerated by mechanical surface. residents of this community to in the, plant for overflows, both aerators to provide oxygen for visit the two main centres for before , and ' after primary the bacteria which feed on the water treatment in ,Goderich,' , treatment. . -,,,- sewage particlesthe sewage is the Water Treatment Plant and . The collector 'sewers enter an detained in the aeration tanks the Water Pollution Control inlet chamber at the eastern end fOr a period of seven hours. ' ' Plant. , of the plant site. At this point, •The effluent from the tanks In 1958 the Municipal" the sewage flows through a discharges over adjustable weirs Council of the•Town requested' a course bar screen which is which provide 41" variable .. report on sewage. disposal for manually cleaned when submergence of the propellors. the Municipality. A necessary. A Parshall Flume The submergence. has a direct" supplementary report was controls the flow of sewage and relation to the amount of oxygen the overflow weir is adjusted to being injected intothesewage. bypass flows in excess of There are two activated 3,000,000 kallons, The storm sludge pumps, each with overflow bypasses the plant by. variable speed motors, and each way of the ravine and receives 'capable of pumping up to 500 no treatment. . , gallons per minute. Valves . . . _ submitted in 1959 and a E' = ' subsequent ,report in 1964 = E resulted in action being taken by F.. the 'Council to proceed with - construction of a sewage E.-.- treatment plant. a..' , -a.,.. ,...Prior-ta_that lime there- was . •. • control -the 'portion -Of-the- All flows less than 3,000,000 a no treatment of any sewage gallons enter the grit chamber activated sludge being treated a. from the town of Goderich. and the. amount being wasted. ' where sand, gravel and other ." After extensive studies by the The effluent from the final E. inorganic material is settled out. = = council, the plant' was designed settling , tanks flows to the ' Sewage passing the grit tank "is il and approval obtained from the Fi Ontario Water Resources channeled to the comminution. chlorine 'contact chamber where a dosage of chlorine is applied chamber where the larger Commission. Eligibility for a to destroy _any remaining loan- through- pentral Mortgage objects are ground up in - - — t2- and _Housing Corporation was preparation for settling in the primary tanks. The combined raw sludge and bacteria. ,.. E 4'' = established and tenders were waste activated sludge are r-.. Two reinforced concrete E called in October of 1965. withdrawn from the dropped settling tanks measuring 45 feet . g . After approval was received , E E from the Ontario Municipal in diameter remove section in the primarysettling tanks by a plunger type sludge approximately 70% Of the -,... = Board, the Town of Goderich , 1pump located in the pump house - 1. suspended solids. These solids -1 - entered into -a contract with adjacent , to these tanks. The E settle to the bottom of the tank = Logan Contracting Company , sludge, is delivered through 000 • as , sludge where it is raked • = F-- 'Limited .of, Stratford for the feet of underground pipe to the towards . the centre ..of _the _tank__ . . . antstruction of the giant. - a mechanism driven by a:- _ . um -rat -ruction bega n in . well and the sludge cake is ---dlicharged onto a conve7or which tikes it to a waiting chimp truck. The stpdge cake is taken by a local furmer for use as a fertiliZer and soil conditioner, .The 'liquid extracted from the cake -is rerdrned to the, primary settling tanks and is. mixed with incoming 'sewage. ' Chlorine is received in one ton cyliners and is mixed with the filtered filant effluent to forrn a solution "which is fed into the sewage effluent in. the chlorine contact chambers. The amount a chlorine 'being applied is, automatically controlled by .the' flow of sewage through 'the �t tlIAIUU0t1tt1t000tflttttilttUtt .• I!UhIIIIflUDHUIIHIfluIifllIiiIIIIIlp November, 1965,- and the plant -went into operation in April of 1967. __ Located on the south Side of Sunset Drive in Ale -south west section of Goderich on the -shore of .the lake, it provides secondary treatment, using the activated sludge kocess„ for a dry weather flow of 1,000,000 gallons per day for a population of 10,000. Gravity flow ,through the plant was obtained by depressing the plant site on the north isde of a natural ravine, t ereby e iminating t e costly, pumping of raw sewage. • The plant combines some of the most recent developments in sludge treatment, disposal, and automatic control. Land is available for future expansion of the plant, to double its present capacity, or fo serve a total 4popu1ation of approximately 20,000: The total cost of the plant, including contingencjes, was aiwroximatelY '$900,009.. This included the cot of depressing the plant • site .and extensive erosion control' Measures in the adjacent ravine. With the exception of a few homes in the ,northeast section • of the town, the municipality was previously served with a • system of combined storm and sanitary sewers, having their outlet in the ravine at the south side of the plant. • • The sewers consisted of a 42" • diaineter combined trunk seweil, a 15" combined sewer and a 21" sanitary sewer. Minor diversions of these sewers vvere gearbox ,motor located on the bridge.' - - Scum and grease are skimmed Off .the water \ stirface into hoppers In the primary tanks v and are drawn Off by the sludge pimp. Aftel the' settleable solids have beeh removed from the ' sewage, • the effluent from the ..primary! , settling tanks flows through channels to a second Parshall Flume where flows in excess of . 2,000,000 gallons per day overflow to the chlorine contract chamber. This flow is -conditioning -taiik aithevactitim - --- filter in the main building-. TW- - sludge "is conditioned 'by the addition of ,ferric chloride and lithe and then enters a vaUunder the vacuum filter drum. The vacuum filter consist :s of ' a seven foot diameter ,drum to the inside ofwhich a -vacuum is applied by means of a pump The vacuum created inside the drum draws the sludge from the vat Onto a ring of stainless steel coils leaving the sludge cake on the outside of the drum. The • liquid is discharged to the wet ••• ' plant. The yesidnal chlorine , measured regularly by the plant operators to ensure. a safe effluent entering the lake. Under normal operation, power is provided to the plant through, the facilitfes ,,of the Goderich Public Utilittes Commission. Howevera standby diesel generator set, capable of producing ' 75 kilowatts, 'is installed and automatically goes. 'into service upon povirer Large quantities of water are required throughout the plant, both for wash down purposes • and to operate the chlorinator. Filtered effluent from the plant is used in place of the more • -costly town water. • •• - It is PIPT}FT.k (roil), the chlorine contact chambers by a vertical turbine •pump and is passed through a strainer before distribution within the plant. T45 facilitate more efficient - operation, all the major yower equipment in the plant is turned on and off from One motor control centre, located in the main building. , All components are wired with the.master terminal blocks fcir interconnecting to the master • control 'paneli where the plant operator controls the plant with instruments and pushbuttons, and where all of the operative conditions are indicated. theT-CheoenlPfoir rtdotatiniadgetra'bOs ratorr • TA Thee, laboratory combined iisritf°111i3!°4° equippedQG to conduct all the neceesary, Wets required for the sneceseful, efficient operation of an° activated sludge sewage . ttrfAekaetorn ae ns trogp plant. Samples 4Snadmpteslet; are conducted in . accordance with standard methods. • . At the present time the plant is operated by SuperintendOnt Gerry Fisher and operators Charlie Adams, 4araldi,,, Chambers and Cliff Xennedy, During the summer' 'months 'of, • F. 1972 the plant also employes A I student, Sam Sheardown. 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