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THE OSHAWA DALY TIMES, TUESDAY, OCTOBER 2, 1928 PAGE SEVEN ----m Propose New Sewage Disposal Plant nt Consulting Engineers Report on One of City's ost Urgent Needs! Favor Sits on City Fars Just of Harbor Road-- Modern Treatment of Sewage Included in Ex timate -- Plant Described _ --Provision for Popula. tion of 50,000 With Fur. The following is the report of Gore, Nasmith and Storrie, consult- ing engineers, with reference to Ougtwas needs in the matter of a.sewage disposal plant. The Board of Wi yy recommended to Couneil at last night's meeting that this report ta opted, but Council was of the opinion that the matter should first be considered in com- mittee of the whole and a special meeting will be called for that purpose, July. 21st, 1928 To His Worship Mayor Preston and Members of the Council of City of Oshawa. Gentlemen: . In aubordance with the resolution assed bh y Gounel we have made a tudy o the situation relating to the location of a sewage treatment plant for the requirements of the City of Oshawa and now beg to sub- mit our report, n reporting to Council under date of November 25th, 1920, your Con- sulting Engineers in reference to a system of sewage treatment then un- er consideration made the following statement; "An ideal system of sewage dispo- by should turn out a clear, stable luent and an easily dewatered, in- olf shsive sludge, It should accomplish these finished results without causing offense during gperation and at a minimum cost, The methods of sew age disposal are rapidly changing, and at any time the most important problem, that of dewatering sludge economically, may be solved, and once this is accomplished the fast real difficulty in our present metho sewage disposal will have been over come," And further to the above the fol- Towing recommendation was made: "That the activated sludge process pf sewage disposal gives an excellent effiyent but, in view of the fact that there are likely to be improvements in the present activated sludge pro- cess in the near future, particularly in regard to the dewatering of the slydge, we believe that the construc- tion of Sewage Disposal Works shold be delayed." The above recommendation has been justified since the sludge may now be disposed of without creating » nuisance, Existing Conditions The area within the boundaries of the municipality is approximately 3,» acres or 6 square miles, The i in recent years has been rapidly . increasing as will be seen from the following table: Year Num- Increase Period 807 74 328 1,987 5,805 *664 1,198 2,765 1,114 282 445 3,223 4,391 1925 1926 1927 1928 * denotes decrease. | denotes estimated, The estimated population for the year 1928 of 25,000 persons gives a density of 7 persons per acre, The existing system of sewers has Blso great increased in recent years. In 1919 when the population was 10,146 there were 18 miles of sanitary sewers and 7 miles of storm Sewers or a total of 25 miles. Today an estimated Population of 25, 000 there zre 49 miles of sanitary sewers and 35 miles of storm sew- ers or a total of B4 miles. , The present Sewage treatment lant was constructed in 1912 and 1s situated on Lot 7 about 1,200 feet to the south of the Canadian Nation- al Railway tracks, The plant is sit- uated close to the Creek at the northern end of the farm of 142.34 acres. owned by the City. The plant consists of a detritus or screening chamber and two sedimentation tanks each with a capacity of imperial allons. All are built of con- crete with timber superstructures, 5 the 1930 report already refer- red to the following statement was he site of the existing sewage Sisposal works has been well chosen. T0é sane néighhonriond should he or new sewage disposal do he when more detailed information as to elevation is ob- tained it may be considered advis- General Motors Music and Dramatic Society Informal DANCE G. M. C. Auditorium, Wednesday, October 3rd TICKETS 50c EACH ible to ocate fy er to the south on the land al ready own ed by the municipality. ©. exis Joris operated in such a way t \ the shades 1s ar |B lowed to accumulate and then from time to time let loose into the Creek, This concentrated mass of polluting ay Fssy into 91h lake, driven a favorable cause a serious onion of ¥ he water supply of the Town, These works are inefficient and in our judgment no reliance should be placed u them so far as sewage purification is con- cerned." Indications en hi rapid grow h of Oshawa, population is estimated at 25, wl h a rate of growth of: Rd cent, annum the popylation wm ave reached 50,000 by the year er cent, annum the population ave reached 50,000 by the year 0 ae and wil ulation cent, annum the pol 000 by e year r ol pe reached $0, ie 1 per cent. A the population will have reached 30,000 by the year the | 1935, A 10 per cent, annum increase in population during the next five years 13 not at all unlikely, A sewage treat- ment plant constructed at this time should have a capacity sufficient for double the present population or say for 50,000 people and should be so arranged as to provide for enlarge ment without sacrifice of structures built at the outset. Volume of Sewage The dry weather flow for which proyisiop must be made is approxi ately § gallons per capita daily or 4,500,000 gallons to day based on a population of 50, The maximum to be treated will be double that amennt oF, 9, jolons per day, ompos ion of Sewage Oshawa is largely residential with a certain volume of trade wastes from manufacturing industyies whose sewage is not hard to treat, The sewage therefor will be of such qual- ity as to be readily susceptible to processes of treatment now firmly |" established, The water supply com- ing as it does from Lake Ontario would indicate that the sewage will be at a fairly low temperature dur- ing the winter months, a fact which has an important bearing on the treatment of the slodge. Degree of Treatment In order to satisfy all requirements and in particular' to maintain in a relatively pure and satisfactory con- dition that portion of the lake into which the sewage effluent ultimately discharges, a plant for the treatment of the sewage should be such as to deliver a relatively pure effluent, well | © oxidized and free 'from suspended matter, Such an effluent is essential in order' to maintain the cleanliness and safety of the water supply and bathing beaches to the west of the sewage outlet, Method Suggested Such a result can a be secured by means of a plant comprising the following principal features: 1, Coarse screens or racks Yor, re- moving rags or other coarse mater- 1ails, 2. Grit tanks for removing sand and grit which cause difficulties in the subsequent treatment, 3. Primary settling tanks move settleable sewage solids. 4. Aeration tanks and final settling tanks for clarifying and oxidizing the sewage and removing the remainder of the sewage solids, 5. Covered digestion tanks for di- gestion of sludge from both primary and final settling tanks with means for heating the sludge by the gases collected, 6, Sludge drying heds with or without. glass-overs, The sludge af- ter drying can be used either as a fertilizer by farmers and gardeners of for Alling in the swamp areas, In order to give satisfactory sults any sewage treatment plant must be operate ith unfailing care and intelligence. If the propose: ; ghd is s0 operated it will #1 meet the local requirements and we be unob- jectionable, The site selected is well adapted for the treatment plant here- in recommended, to re- re~ Sel The site for the sewage treatment plant has been given carefu! consid- eration, and after a general survey the choice narrowed itself to two sites. Site No. 1.--~This site is situaled al- most entirely on the southern por- tion of the farm owned by t and immediately 1a the north of what is known as the Harbour Road, and abutting upon the Creek passing through the City farm which carries a considerable portion of the storm water from the whole City. The dis- charge from such a sewuge treatment plant would ultimately pass along the Creek to Lake Ontario by [rsa of AB. outlet pipe fron the plagt. dis- arging into the 1 at the extreme south-east corner of the City bound- ary and just cast of the RtivE Harbour entrance, Site No. 2--This site. is gitupted wholly in the township to the East of the City and abutting wpon what is known as Hammons. Creek and on the swamps in the te neighbourhood he outlet from this fant would be discharged Fake direct through an A pipe 2s under no condition wi effluent from the treatment plant he allowed to enter the sw) or shal- fow area of water that exis! Fin the proposed site and the sand bar at the Lake Shore. In estimating the comparative costs of these two sites it is fhat 2 new sewer 30 finches jn would have to be c from the Base Line nated sewage plant site and from ore. af- City | pli to Cost Over Half Million h of the will re- eview y 1d be quire, at some time or with a system sewers. e portion of t se areas that will ain matarally to Site No. 2 is about 25 per vent! less than will drdin na- turally to Site No, faa but in either case the sewage from a considerable area will have to be pumped. The sewer conv the sewage from | P these areas after collection at a i Stgeet just north point on its ¢ of Oshawa Creek pa have to he 21 inches in dia- meter and Rai length of the sewer he. Na be feet x hy t th te No. 2 also mean that the sewage for oud 4 Toauire to hy Ay ted some a0 tequired No. 2. y an n thar Apki ig Site No. 1 so far as this area to the south of the site is concerned. The land required for Site No. 1 o |B almost 'entirely within the City limits and is mostly owned by the City, The only area that would re- quire to be acquired would be im- mediately outside the City boundary including the Creek for a short dis- tance north of the Harbour Read. The buildings required in connection with the plant would be entirely with- in the City and on the present City arm, site is wholly outside of the City limits and would have to be acquired in its entirety, The point of dischar cases will Be the Lake. This would certainly be insisted upon by the Provincial Board of Health in the case of Site No, 2 and in all probab- ility in the case of Site No. 1. The outlet from Site No, 1 would be distant 7,000 feet from the Water Works Intake pipe and in the case of Site No. 2, 9000 feet or the outlet from Site No. 1 would be only 2,000 feet nearer to the Water Warks In- take pipe than in Site No. 2. In view of the fact that the sewage outlet from either site would discharge in- to the same bay this increased, dis) tance of the outlet from Site No. to the Water Works Intake "A would not be of much material ad- vantage. The. probable increased cost of Site No. 2 in excess of Site No, 1 would be approximately as follows ; Land allow say 30 inch sewer, 1,500 feet at $10,000 ein both 10,000 Chpitalived cost of pump and pumping, 6 B.H.P, at $40 per H.P. = 40x5x16+ 1,000 4840 16,660 Increased distance for road, power line, water main etc. Add 10 per cent, for engin- eering, contingencies, etc, , 9,650 $106,150 The item noted above for land re- Hired S000 + been placed at the sum This, of course, is only 4 ono figure at the present time as no means have been taken to ascertain what the land would cost or what would possibly have to be paid for damages to the surround- ing property, The question now arises as to which of two possible sites, each be- ing called upon to give the same character of clarified, oxided effluent into Lake Ontario, should he chosen. The selection of Site No, 1 would cost the City $106,150 less than Site No. 2 with the outlet 2,000 feet closer to the Water Works Intake pipe and bathing heach immediately to the west of the Harbour entrance. From this sum of $106,150 an allowance would haye to be made for the value of the City Farm before an exact comparison could be arrived at be- tween the two sites. Taking every: thing into consideration we are of the opinion that the sewage treat- ment plant should be located on Site No, 1 which is the site owned by the City. We believe this site will meet with the approval of the Pro» vincial Department of Health and will be more acceptable to them, as it is 40 us, than Site No, 2. We are satisfied that by adopting, Site No. 1 the best interests of the City will be served and that no fear whatever need arise regarding the possibility of a nuisance being created, provided always that the plant is operated in 3 SAiistagioty way. Treatment Process and Plant i aying out the site it is neces- sary to consider a complete plant cap: able of delivering a clear, oxidized and stable efflyent, The plant must operate without objectionable odors and the resultant non-putrescible sludge must be pre ht into a condi- tion suitable eit or fill or as fer- tilizer for icy ic AA purposes, The works must be so Jaid out that da- icate or further future extensions can be made as and when required without interference with t yorks then in operation. Such .a plant is indicated on the "sketch shown on plan attached to this sport and consists essentially of the k following works: Coarse racks, for removing rags and other coarse substances, and grit tanks to remove sand - and simildr substances which find their way into the sewage, although the sewage is supposed to be sanitary only. Such coarse and gritty materials would otherwise seriously interfere with the remainder of the treatment, Primary settling tanks are neces- sary to remove the settleable raw sewage solids which when mixed the excess activated sludge and well ripened sludge will digest satisfactor- jly without offence in the digestion the] tanks to be provided. Aeration tanks will oxidize the sewage and precipitate She colloids and the remainder of the solids in the sewage and Ng A) settling tanks will clarify the sewage so that the final effluent will be clear and completely oxidized, ed digestion tanks will be pro- bifid vith stirrers for mixing the | sludges and for the steady remoy: of gases produced together with The land required for Site No. 2|p means for collecting these gases for heating the sludge in the digestion tanks. The sludge drying beds of sand and gravel with drainage system will be ovided with glass-overs of which Rtter only one out of 3 would be in- stalled at first and the remainder as Aeration and sett an. . Sludge digestion tan Sludge drying beds Administration building with all necessary equipment and machinery Laying out of grounds, roads, QC. aanaannnny 441410444 " Misc 1} 90, a $0,000 and when required as the pop of the City increases. The administration building will house the necessary blowers and vg machinery for operating the nt. A storage area or dump would be necessary for sludge after it has been made inocous by the digestion pro- ces§ as well as adequate space for burying or incinerating the rough screenings which are otherwise very objectionable if left exposed. Estimated Coit .. The estimated cost of these works is as follows: Racks, Grit Tanks and In-§ cinerator Inlet and outlet sewer 9,500 ft. of 30 inches, $8.00 ..cq0ensee 76,000 Add approximately y per cent. for engineering, in- spection, contingencies, etc. 48,60u Total estimated cost of work $334,600 No allowance is made in the above estimate for the cost of land that will be required in connection with the scheme. The amount involved in this item would not, however, be a serious matter, The annual charges for interest, depreciation, renewals, power, wages and supplies is estimated to be as follows: Primary settling tanks ..... ™ Item Annual interest and charges on $334,600 based on years at 5 per cent per annum Total fixed charges Renewal and Tepaiv ower Labour Supplies Total operating charges Estimate based on: Population Average flow mil. gal. day Estimated 25,000 Total Annual sinking fund $ 34775 $ 3,000 % 000 Total annual charges of treatment plan Population 000 Total Annual Charges Charges $34,775 $ 5000 8,000 16,000 1,200 $20,700 $55,475 25,000 22; Plans Attached to this report we submit the following plans: General Plan of City showing lo- cation of proposed sewage treatment plant. Enlarged plan showing layout plant recommended. Along with the report we submit a plan to a scale of 1 inch to 200 feet which shows the area between the Canadian National Railway and Lake Ontario and on which is shown the of site of the proposed plant, Recommendations As a result of the cstigutioh made we recommend the adoption of Site No. 1 for the construction of a sewage treatment plant on the City Farm to the north of the Harbour Road at an estimated cost of $534,- 600 and that the approval of this site and the type ¥ plant recom. mended in this report be obtained from the Provincial Department of Health as a preliminary step before further, action is taken. All of which is respectfully mitted, sub- * Local Couple Complete Honeymoon With 4,000 Mile Trp | in Buick Car Mr, and Mrs, D. D. A, Cowan, Motor From California to New York -- Visit All Points of Interest--Grand Canyon of Arizona Stu. pendous Sight -- Three Weeks En Route From Ocean to Ocean Mr. D. A, Cowan of the Pur. chasing Department of General Mo- tors of Canada Limited has recent- ly returned from an extended hon- eymoon trip, and at the request of The Times has written an article about the trip whieh he and Mrs, Cowan made across the Contirent from California to New York, and thence home to Oshawa, Mr, end Mrs. Cowan left Oshawa in May going first to New York, where they took a steamer sailing via the Panama Canal to San Francisco. There a Buick car was purchased and after spending a pleasant sum- mer at Los Angeles, the couple drove hack across the continent, Mr. Cowan's very interesting letter is as follows: Not go many years ago the idea of driving one's car across a con- tinent would have been looked up- on as adyenturous, but with the present day expansion and deyelop- ment of better roads and service facilities and with the perfection and reliability of the modern make Of cars, transcontinental trips by motor car are more than ever be- coming quite common place and no longer considered any great hazard or undertaking. As the opportunity presented it- self and feeling it also a fascinating way of seeing the country as well 88 road and traffic conditions and ppon the purchase in California of 2 Buick car we planned to drive from the Pacific to the Atlantic and incidentally fromr Mexito to Can- 'ada, that is, diagonally through the Unijted States, and op which exper- fence I will epdeavor to submit some brief comments and impres- sions. Journcy of. 4,000. Miles Oyer the journey of exactly 4000 miles the route which we followed over the Western stretch and which was, the most strenuous part of the road, was principally over the Old Santa Fe trall extending about od nd miles between Southe; rpia and Miseurs and in ast mainly over the Wm. 3 he ae Highway, Crossing the Mexican Upited States frontier near Ti Ju- and touching at San Diego, le Angeles and Pasadepa our te extended via San Bernardino ver the Cajon Pass by Sapta Fe rail across the Mohjave Desert, om_the Colorada Riyer it. wound through Arizona by Goldroad grade the Grapd Capyon and ne Desert, through New Mexi- £0 across the Rio Grande via Albu- Querque, Glorietta Pass, La Bajada Grade and Raton Pass through part of Colorada, Kansas and Kansas City, Missouri. From Kansas City on the Eastern stretch our route r extended via the St. Louis across the Mississippi, Vandalia, Ill, In- dianapolis, Ind.,, Dayton and Col- umbus, Ohio, and skirting south of Pittsburg through Wheeling, W, V., over part of the Allegheny Mountains to Harrisburg and Read- ing, Penn, hence via New Jersey to the Atlantic Coast touching at the water's edge at Staten Island opposite New York City, and from there to Buffalo and Toronto® via Scranton Lackawanna Trail, Mount Pocono, Elmira and Blue Ridge Mountains, No Rain Evident One of the remarkable things about this journey which extend- ed into four weeks, was that we never encountered a drop of rain during the entire transcontinental trip and although we had one or two narrow escapes, as for instance a large tree falling with the wind in front of the car in Colorado, and some narrow shaves from forest fires and washes and escape of con- tact with a smash on Aa bridge which we narrowly averted, we were completely freq fropr any ac- cidents, hold up or troublg of any kind on the roads, Road conditions we found varied and much lack of uniformity in road signs and traffic signals and conditions in different parts of the country, It is however almost a cer- tainty that as long distance motor travel and good roads develop, and especially freight apd passenger stage transcontinental traffic. which is rapidly developing, there will surely also be instituted some Nat- fonal or Internatiopal system of uniform road and traffic signs and signals, I thing It is certain to come, There Is also much evidence of double track and more sclentific highway construction all over the country as quickly as conditions go ahead and which will be the highway of the future, While some States are as yet much behind in construction, this cap be especially observed in the State of California which leads the world in matters of highway deyelopment, traffic and road signs, signals and facilit- ies and conditions advantagous to the use of automobiles, From the exican Frontier which is a sharp dividing line .be- tween good and bad roads, all the highways followed Jn California through to San Bernadino and Ca- Jon Pass or Just before Eeliing in- to Mohjave rt are fine mo- eden highways a the country, and rity passed through in- fonder interesting attractive Ma pee 0 uel seh Saray © of beau, wasomtoiable," roads for ee Bb and- red miles over fg little but poe 2 riff much ng pot adaptable for fast travel with any degree Of comfort. y are maigly gravel and , broken ma- with sand blown over, with holes and much corrugated and short switchback and where there are short flat stretches, Sbrupt Sn are encountered all of whict close watching in driving. To avoid the heat of the day which reaches 140 degrees in the shade we went over the biggest part of the Desert after sundown 000 and in the moonlight although pars of it we did have to make in the heat of the following day. The Das- ert, especially at might looks very weird and gruesome especially in parts where Joshna trees grow scattered and contorted in ugly and grotesque formations, the contost- ed forms of cactus and other stumpy witheringlike growth only tending to emphasize the weird death-like character of the sur- roundings and landscape with its background silhouette of queer old volcanic formations of distant mountains which together with its grave-like silence is enough to give the unaceustomed person bad dreams for nights to come. Other parts of the Desert are more sandy and only sparingly spotted With sage-brusp or cactus, but with the bones and odd skulls of animals one sees now and again and the odd buzzard hovering around here and there and once in a while a dead rattlesnake on the road still makes any part of it appear and feel more or less barren and weird and hot. Saw Strange Sights Rising up into higher elevation in Arizona the roads are still grav- el and dirt and much corduroyed. It is said there is no other state in America which presents so many strange formations of rock, barreh hills, mountains, canyons and gorg- es, than Arizona, and I would per- haps add such coloring, so much so that I could not attempt to descrioe in any brief form. Climbing the Oatman and Gold- road grade through a mining dis- trict past a town built on the steep edge of a mountain and on a one way mountain road very steep and precipitous and about the most abrupt and hottest climb we exper- fenced, we made our way to an ele- vation of about 5000 feet, contin- uing on gravel roads to an eleva- tion of over 7000 feet through to the Grand Canyon of Arizona and the Colorado. ; From the rim of the Grand Can- yon we descended on mule back over narrow, steep and precipitous trails by way of Bright Angel Trail a mile deep passing about eight dif- ferent stratas of granite and colors to the hottom of the Gorges and to the Colorado River. At some points such as the Devil's Corkscrew tne drop was too steep for mule back and it was necessary to dismount and let the mules climb down sep- arately. The Grand Canyon The Grand Canyon which fis roughly two hundred miles long, thirteen miles wide and a mile deep is too stupenduous for description or for the human mind to grasp either in size or color. Rooseveldt described it as the Earth's most su- blime spectacle, beyond conrparison and absolutely unparelleled throughout the wide world. But no pen or brush cam ever describe it and no inspiration or adjectives are known to tell about it and when one comes upon the Rim, especially at Sunset and gasps agast it comes as near to the description as any eloquently written attempts ever made. Continuing through Arizona we made our way by the Painted Des- ert, a stretch of desert as far as the eyé can see composed of forma- tions of ten or twelve different col- ors of sand and ore, in the strong sunlight of which, and espeelally in the sunset, the colorful effects ate almost unbelievable. The roads through Arizona, New Mexico and Colorada continued gravel and dirt and much of it still corrugated in places and many ttle guards, dips and washes. In ew Mexico among the high planes and table mountains the Indian ap- peared more in evidence than the white man and we passed through many Indian villages and noticed several gasoline stations and trad- ing posts operated by Indians, Mex- icans and half-breeds in outlying distriets. In Albuquerque a Pag- eant entitled "The First American" was being staged in which three thousand Indians were taking part and which merely indicates the number of Indians in these dis- tricts. Reach High Elevation The route over the La Bajada Grade, Glorietta Pass and Raton Pass and which brought us up to about an eight thousand foot ele- vation at points, covered some stiff mountain grades and decents over gravel roads through Colorado mostly dirt roads continuing through Kansgs, those in Kansas State being in very bad condition and extremely hard to negotiate in parts, A day after leaving Colorado all mountainous country seemed to be left behind and after leaving Kan- sas City, Mo., we had nothing but good modern highways, in fact east of Kansas, which seemed. like a dividing line between East and West, appeared like a different world and atmosphere in many ways. From Kansas City and St. Louis Bast we continued through many Eastern manufacturing towns and cities whien presented much of sameness except for difference in traffic signs, signals and othr min- or regulations and customs and better time was made and with more or less uneventfullness we more speedily completed our jour- ney over the routing as already described through to the Atlantic and Canada. During our journey we passed numerous passenger busses making trips between New York or other Eastern Points and the [Pacific Coast with stop off and change points and as an indication of the development of this tramscoutinem= tal or long distance bus traffic there is at present an exhibit im California the first of a series of motor stages with portable engines which may be changed every thous sand miles and with body compacts ly designed to accommodate thirty passengers with births, toilet cooking galley. Those busses in to carry through passengers from San Francisco and Los Angeles to New York. SAYS INADEQUATE INSTRUCTION IS CAUSING DEATHS Ten Per Cent. of Deaths in Obstetrical Cases Directly Due to Operations | Toronto, Oct. 1.--Taking to task American and Canadian medi cal colleges for alleged insufficient tedehing in obstetrics, Dr. A. M, Mendenhall, of Indianapols, charg« ed before the Association of Obe stetricians, Gynecologists and Abe dominal Surgeons in convention that 10 per cent of deaths in obste- trical cases are directly traceable to operations. Dr. Mendenhall stated that 38 per cent. of the practice of young doctors was in the field of obste- tries, and declared that only four per cent. of the teaching hours of the average medical course was de= voted to this branch of surgery. Continuing his charge, the speaks er declared that the average prac= titioner was incapable of judging when obstetrical surgery was nec= essary. He said that although the average young physician was deems ed capable of performing ordinary operations of this kind, it was well known that nearly all instruction ° in this branch was minor in type. Of 55 cases investigated, it was reported that inadequacy of ine struction had been shown, The 55 operations had been performed in the home, none had heen sues cessful. In 39 of the cases, fore | ceps were used, although it was ine dicated that they were necessary in only two cases. The deaths of four of the 55 women and 27 of the 55 babies were attributed to blunders of the attending Physie cians, the report declared. CRISP COMMENT A rolling pin contest is to take place in the state of Vermont, an it is understood that Maggle Jigs {will be one of the entrants.--Brants (fora Expositor, ' pm | TRACT CODE INSTALLED work when » ai > | Al Winter 2. Long/ ey need to sleep in an ige house! No matter how bitter cold it may be out. side, comfort should be yours, The McClary "Sunshine" Furnace heats the house by the most healthful, economical and efficient method known to science-- humidife WARM AIR. Unlike the dry, t from iron radiators, the hn "Sunshine" home ' . » constantly Rel moving , , , fresh , , » invigorating s is properly moiste ; . ever LAE er-heated air is sprayed over t ring spp the exclusive "Ventib volailes {i pies with fhe hr Tame They ied ielivers a all freedom from odo It costs much less to McClary Warm Air or steam systems, a --r miiien & LssY gases, hice them into an The McClary "Sun. the he heat, and and coal mo Do is guaranteed System than he ba water Investigate to-da