Image provided by: Oregon City Public Library; Oregon City, OR
About Oregon City enterprise. (Oregon City, Or.) 1891-194? | View Entire Issue (Jan. 30, 1914)
- .... nnirnmi nTT WNTEKPUISK. r it I PA i . ! A Mi.'M i '. i?'n. . , .- - , .1 r - r RESERVOIR SITE T HENNY BRINGS 8TORAGE OF EM ERGENCY 8UPPLY CLOSE TO CITY'S MAINS ADDS IN NEW CQNSTRUCT10X COST Goct Into Merits of Pip and Tell - Council Length of Time it May Be Expected to Last Un der Conditions Bringing the reservoir down to Ely vllle Instead of local itiK It five miles out In the country and figuring on the cost of the construction work, the re port of D. C. Henny, the government consulting engineer, raises the ex pense of the proposed pipe line from 1290,000 to J325.000. In the main, however, the consulting engineer sustains H. A. Hands In ev- ery feature that he made and the check has backed up the expert of the Pure Mountain Water league In his estimate of the cost of the construc tion of the reservoir that will hold 5,000,000 gallons of water as an em ergency measure and Mr. Hanny's fig' ures support his on the cost of the pipe line and the route that has Deen suggested. Merits of Pipe. The report speaks for Itself, and tells the reasons why the line should be built of wood pipe wound with steel bands for a considerable distance. He goes into the conditions that will have to be met In the mountains, the toll formation and the distance that the pipe will hae to be placed under ground. Mayors or members of the city coun cils of West Linn, Gladstone, Milwau kie were present to listen to the re port and to express themselves as to the possibilities that their own cities might want to purchase water from this line. They were much Interested in the report and Joined In the discus sion. Mayor J. B. Lewthwaite repre sented West Linn and Mayor Howell for the city of Gladstone. Careful Consideration. Councilman Templeton favored care ful consideration of the report before the matter was submitted to the peo ple, believing that the facts should be presented in a light and that will give the voters a correct view of the situa . tlon that they will have to meet. He declared that he thought he could1 find loopholes in the past reports and said that it might be possible loopholes could be found in this. For that rea son, he felt that careful attention should be given before the report and the bond issues were presented to the people. Livy Stlpp did not believe that the . city council need to worry much about the matter as its decision has nothing to do with the issues at any rate. The people were the judges, he said, and the council need but to weigh matters and then call the election to give the people the chance to express their de termination in the question. Report of Engineer. Mr. Templeton, however, could not believe that the council ought to throw the matter before the people without deliberate consideration. Following Is Mr. Henny's report: Portland, Ore., Jan. 23. 1914. To the Hon. Mayor and City Council of Oregon City, Ore., Gentlemen: 1. In a resolution passed by your honorable body you honored me with the request to consider and pass upon the report prepared by your engineer, Mr. H. A. Rands, on a municipal grav ity water supply for your city from the East Fork of the South Fork of the Clackamas river. ' 2. Agreeable to this resolution I have studied the said report, confer red with your engineer on all import ant features thereof and inspected the preliminary locations made by him of the pipe line. General Proposition. 3. The proposition is to construct a pipe line with a capacity of three million gallons per 24 hours from a point on the East Fork of the Clack amas river, a short distance above its - confluence with the West Fork, to a point on the bench Immediately above the city near Ely at which point the city now owns a small reservoir, and to construct a large distribution reser voir at a point along the pipe line as close to the city as feasible In connec tion with effective domestic and fire pressure. Pipe Line. 4. The distance from the point of intake to Ely is 21 miles in an air line. The distance along the preliminary lo cations made by your engineer is 2614 miles. The elevation of the city var ies from 40 to 50 feet above sea level in the business district and from 200 to 325 feet in the residental district. There Is a second and higher bench at elevation 470 Immediately back of the portion of the city at present built up, on which the Ely reservoir is built. There are a few houses on this upper bench which are not now sup plied from the city water works sys tem. 6. The elevation of the proposed intake is 800 feet. Any location of a gravity pipe line must follow down the Clackamas canyon to a point where the crest of the ridge to the west drops below the hydraulic grado line from the intake. This joint i3 reached about 1314 miles from ihe in take and 2 miles down stream from the town of Estacada. Thus over one half the total pipe line must be con structed on one or the other of the can on siopes. IS NEARER OWN 1. After cros.sing the ridge, the io- form to easier curves. The handling cation leaves the Clackamas canyon of the machine banded pipe of the and runs in a reasonably straight line canyon portion of the line offers no towards Oregon City. The Inlerven- serious difficulty and will probably ing country is rather broken, being prove less troublesome than trans intersected by the deep cut valleys of , porting pipe material In the knock Clear Creek and Abernethy Creek, which must be crossed. These cross ings present no special difficulties, the lowest points being respectively 220 feet and 420 feet below the hydraulic grade line. The country to be crossed 1b otherwise gently rolling, i.i well pro vided with roads and adonis a good pipe line location free from construc tive difficulties. 8. The plan prepared by Mr. Hands provides for a large distribution reser voir on Harris' place at a point 213 4 miles measured along the pipe line, from the Intake at an elevation of o'jb feet. From this point a 4 3-8 mile pipe Is to carry the water to the Ely reser voir, so arranged as to permit flow either Into said reservoir for uc In the city or into a stand pipe located near It for the supply of residence:) en tho ul'IMT bench. .... 9. The sl.es and kind of ul-' ured by blm are as follows: In Clackamas canyon 13' nil.ts. lSlnch wooden stavo pipe: continuous type. . From Clackamas canyon to main reservoir SV. miles, Hi-Inch wooden stave pipe; continuous type, except 2700 fret of steel pipe at the A her nelhv Creek crossing. From main reservoir to Fly reser voir and stand pipe, 4 3-S miles of 1 I inch wooden Btuve pipe; machine banded type. 10 In regard to tho sizes of pipe in conjunction with the available grades, the assumptions made by your engineer appear to he reasonably sato. There Is a possibility that the line upon test may be found to carry a small percentage over the theoretical capacity nnd about an eo.mil chance that U may be found to carry a small percentage less, dependent upon the interior finish and the curvature of the pie line. Comparison of Kinds of Pipe. It. Ttu selection of your engineer of wooden stave pipe for nearly the entire distance was made after care ful Investigation nnd comparison. This kind of pipe has a larger carrying cni acltv for Its size than any other pipe manufactured and is at the same time the cheapest In first construction. Us lasting quality and tightness are me principal points most often called in to question. In regard to the former the experience so far accumulated shows that If the wood is kept saturat ed and both wood and steel are pro tected by a thorough coating from con tact wun me son, iuu maj pected of twenty years nnd over. The esses which have been recorded of wood pipe with water constantly un der nressure falling by decay are very few and In each of these cases the cause must be attributed to contact of the bare wood with the surrounding soil. 12. As regards the tightness of wood pipe, this depends upon care in manufacture and laying, as its does In other pipe. It is desirable however, that the pressure on wood pipe be kept free from serious fluctuation ami water hammer, which can be readily done in this instance. 13. The effect of soil on saturated wood and the reasons why one kind of soil affects It Injuriously while an other often apparently similar kind of soil may leave the wood unaffected are not fully understood. Although therefore, the value of wood pipe coat ing In many Instances may be small, such coating must be considered as a necessary precaution to insure long life. 14. Long pipe lines for domestic supply have frequently been biult in the west of steel 1-S Inch or less tn thickness coated with asphaltum. Such pipe may be roughly estimated to cost 50 per cent more than wood pipe under light pressures on the basis of same carrying capacity while new. Its capacity diminishes with time as corrosion takes place. Its life is de pendent upon the character of the wa ter carried and the soil in which It is laid. At times It gives very satisfac tory results w hile in some cases, espe cially where laid in clayey soil, it has become pitted in the course of a few years. 15. If steel pipe be considered, the metal hould have a thickness of close to 1-4-inch to insure a reasonably Ion.; life and pipe of this weight will re quire an expenditure of two times that of wood pipe or even more. Cast iron pipe while showing a very long life and having certain qualities which fit it eminently for use in a distribu tion system, is rarely used for long conduits even for large cities, by rea son of Its high cost. , 16. The use of cement pipe has been considered for stretches where the pipe can be located on the hy draulic grade line without excessive increase in length. Such stretches, however, are short and the absence of deposits of sand at points In the vicinity would necessitate long haul, which by reason of the great weight of this pipe renders its use uneconomi cal. 1". The selection of wood pipe by your engineer for all that portion of the line on which the pressure is not too heavy appears, therefore, to be a wise one. Two different kinds of wood pipe were described and he rec ommended continuous stave pipe for the upper twenty-two miles and ma chine banded pipe for the remainder. The former is built in the field, the staves breaking joint and the bands being screwed up. The latter is made up in sections In the shop of staves spirally wound with heavy galvanized wire; the sections being Joined in the field by wooden sleeves also made In the factory, manufactured from short pieces of staves and individual ad justable pipe bands. The machine banded pipe costs less than continu ous stave pipe as much of the expen sive handwork in pipe erection is avoided. 18. The reasons for adopting the more expensive pipe for the uppr end of the line were that it can be laid on sharper curves than is feasible with machine banded pipe and that the handling of pipe material in the knock down may in difficult country offer certain advantages. It should, how ever, be borne in mind that continu ous stave pipe as universally built In trench and as estimated by your en gineer leaves the wood unprotected, j Such pipe can be coated as Is done fre quentiy where pipe Is laid above the 1 surface, but where the pipe is built in j trench the application of a complete j protective coatini; is somewhat dim-1 cult ar.d in any case such coating in- the future by the construction of an creases the excess of cost over the adjoining basin, which will ultimate machine banded pipe. The latter 1 ly have the advtantage of permitting comes with a heavy coating of asphalt j temporary discontinuance of the uhh and refined tar, both as regards , of either basin for cleaning or re pa r. Mraight pipe sections and sleeves, and ; without Interrupting the use of th" trie enos 01 tne latter are moreover soaked in creosote. It Is therefore be lieved that machine banded pipe, made under proper specifications era! rigid inspection, will be superior as to length of life and of sufficiently low er cost to permit location of the pipe through occasional deeper trenches and on higher supports so as to con- down Pipe Line Location. 19. It Is understod that the prelim inary surveys made by your engineer, while fully sufficient for the purpose of making a safe estimate In connec tion with the usual percentage addi tion for contingencies, are to be fol lowed by definite surveys for the fin al location of the pipe. As regards the canyon pipe, the information now at hand Indicates that each side of the canyon offers certain difficulties and an intelligent choice cannot be made until definite surveys shall have been completed, it being probauie from present Information that the bit side will prove the most desirable. As to the location and size of the pipe line from the canyon to Oregon City, this Is controlled to some extent by the local Ion of the distribution reser voir, which must be considered an es sentlal addition to a long gravity pipe line. Distribution Reservoir Location. 20. The elevations of Oregon t'lty are such that entirely satisfactory pressure can be obtained from a res ervoir located In the vicinity of the present Ely reservoir. With high wa ter at elivu:lon 473 and low waier at elevation 4:3 three will be a normal pressure on the pipes In the upper part of the city varying from ho to over 100 pounds per square Inch, and us regards the lower part of the cltv. it w ill be necessary Hi Introduce pre sure reducing valves lo avoid exces sive pressure. 21. The advantage of a new reser voir of ample sle at Ely lies In th first place In Us nearness to l lie city The principal necessity for a reser voir Is In affording Insurance agalusi accidents In the long supply main, nnd the shorter the pipe line below the reservoir the smaller will he the pro portion of pipe line not covered by such insurance. Moreover, as regards sties of pipe. II Is only the average dallv draft which need be considered In determining the sire of pipe above the reservoir, while below the reser voir the far greater draft during mom cuts of maximum consumption be : eomt,t tno determining factor. Final ly It is advisable thai all p po noiow the reservoir be made or metal be cause of Its superior ability to resist water hammer. Keonoinv and cor talnlty of supply therefore all tend to a reservoir location as near as possi ble to the city and It may be deemed fortunate that you have on the bord.-rs of your city land high enough for res ervolr construction to afford ample pressure for all of the city except the Ely district. 22. The reason which caused your engineer to locate the new reservoir on the Harris place 5 miles from the city. Is that1 It permits of an arrange ment whereby through a single pipe line the water can be conducted part of the time to the present reservoir for distribution to the part of the city at present supplied with water, and part of the time to an elevated tank near Ely for gravity supply to real donees in the Ely district. This rea son Is valid, but the proposed arrange mont does not secure to the great bulk of the population the important ad vantage of a nearby reservoir. 23. As regards water supply for th district around Ely, It will be both feasible and relatively Inexpensive to install a small electric pumping plant as is done In upper district of t ort land and elsewhere. Such plans will probably cost less than I'.OO for con struction and consume less than S 15 J per year for power, assuming a popu lation of 1000 and services to be me tered. 24. In comparing the merits of the different reservoir locations It is -e lleved that the advantage of a loca tion of the reservoir near Ely overnal ances the disadvantage of requiring pumping to a small proportion of the city population, a stand pipe being do slrable In either rase. 25. Assuming therefore that the reservoir be located near Ely, where abundant choice of location exists, the pipe line from the canyon to the reservoir may be designed so as to take full advantage of the entire fall available. This will permit the use of a larger proportion of H-lnch us against 16-lnch pipe from Ely up than was estimated by your engineer. In the Clackamas canyon the lH-lnch slxo estimated fits in admirably with the requirement of a flat gradient, permit ting the canyon section to be made as short as possible. 26. The above suggested change In reservoir location and grade line will lead to a slight revision of p.pe line location from the canyon down on a somewhat more direct route, probably shortening the line about three-quarters of a mile. Water Supply. 27. It is believed that the showing made by your engineer as to sufll ciency of supply at the source con templated, Is such as not to require further Investigation. Regarding the quality of the water, from inference il may be assumed that the water Is of a purity equal to that of the Portland supply, which It Is expected will be confirmed by the bacteriological an alysis underttood to have been re quested from the State Hoard of Health and from the state university. It may also be expected that the wa ter will upon chemical analysis show a desirable degree of softness, whle.i from an economical standpoint Is of great Importance, and which It Is here suggested should be definitely as certained so as to remove all uncer tainty on this score. Cost Estimates. 2S. In regard to the estimates of cost, tfle unit prices used by your en gineer, as well as the quantities to which the unit prices are applied may be considered ample and safe. The suggested change from continuous to machine banded pipe and the shorten ing of the total length of line by a change in reservoir location will more than offset any reasonable addition in cost which may result from the neces sity of locating on larger radius curves, the probable saving in cost being estimated at $13,000. 2I. The question of size and cost of the reservoir has not betn covered in detail in your engineers report From the Inforinaton at hand it ;ip- pears that a reservoir of five mill o gallon capacity will be liberal for the needs of your city for several years, Such reservoir could be designed so that its capacity may be increased in other. In regard to its cost, all inn' can be stated until designs are pie pared and test pits have been put dow n is that the cost may be placed at from $30,000 to $3.1,000 according 1.0 circumstances, Including pipe corner tions, drains and land assuming that the latter can be purchased at a rea soriablo figure. 30. It Is deemed wise In view of possible Increase In cost of labor and material, and because of uncertain! ie.v remaining until final location of th : pipe Ih made, to provide lib' rally for funds which may be required, and it is therefore suggested that the figures fer the pipe line submitted by your engineer be adopted as safe basis for bond issue, viz: $2X8,782 or in round figures, $2!0.000 for the pipe line com piete, and $35,000 for a distribution reservoir, or a total of $325,004. Conclusions. 31. With the above provision It Is probable that a margin will be left p.rmlt'tn? construction of Ely district supply and such changes as may be deemed advisable in the present dis tribution system In view of reversal of source of supply. The amount of such margin can be approximated clow.i whep main pipe line material and for reservoir shall have been re ceived. 32. In view of the desirability of other than main Him and reservoir construction. It tuny not be outside ol the province of this report lo suggest that tho general purpose of tho bond Issue be worded broadly enough so a to leave proper discretion with the city authorities In regard to the ex peiidlluro of avallnblo funds. 33. The success of the work and the life of the pipe must be to a large extent dependent upon the selection ol ,l final pipe line locution and upon the care exercised In securing material ol proper quality and strength. l'oiie qiienily the work of, definite location and the preparation of specification become Important matters, which should receive most riiroful atten tion. 34. It may bo mated .n addition Ihnt the conscientious cure with which the report of your engineer i pre pared and lis ronipivhoiiMvo scope have greatly facilitated my luvcstlgii tlon and that the changes of the plan herein suggested have been fully dls Hissed an I are concurred in by blm. Very respcotfiillv yours. IV C. HENNY. Consulting Engineer. LIVE BUNCH TALKS METHODS OF MARKETING PROOUCT OF ESTACADA DISTRICT T CANAL'S INFLUENCE IS IMPORTANT All Speakers Touch Upon Point and Believe Results Can Only be Had by a Change In th Present Systems A wide-awake progressive bunch of fruit growers met at Estacada Satur day afternoon to talk over Improved methods of handling and marketing the crops during the coming season. The meeting w as under I lie auspice i of the ('armors' Equity society. Judge ttrant II. Dlmlck spoke a long the tin of the Influence of tho I'linuina cunul on the west In general and Oregou In particular and contended that the canal would do the stale but little good unless the methods of funning were materially Improved. He thought that more progressive work among the or chardisls of the statu would gain the maximum rusults. C. A. Malbouef of the Portland Chamber of Commerce and the com mercial club, who Is one of tho best versed men In the state on the ques Hon of marketing and distributing of fruit, spoke along the lines of cooper ative marketing, and touched upon the Influence of the canal upon tho grow ers. H. M. Williamson, secretary of the I state board of horticulture, spoke on J the work of the organization and th assistance that It furnishes to the! fruit growers, the necessity for organ l.allou. ami the willingness Of the state to assist the growers In cleaulng up their orchards. O. E. rreyt.. orotary of the Ore gon City Commercial and county fruit Inspector, demonstrated tho proper conditions for the orchards and made arrangements to return to the city on iho first Monday In February to super intend the spraying and pruning of the trees. Few of the orchards In that section of the county are not properly cared for, h" said, and promises were made by the growers that they would begin work at once. .Many questions were a.-'d about the work and the hall was well filled ILL FOR TWO YEARS; E GLADSTONE, Ore., Jan. 2fi. (Spe cial i Mrs. llayfnrd died at her home in this city at 20 o'clock Sunday morning after an Illness extending over a period of two years. She had ben seriously 111 with a cancer for two weeks proceeding her death and was unconscious the great er part of the day before she passed away. she. came to thU city several years ago and has lived with her hus band In their house on the county road. IP-sides her liusbnnd. she is survived by one daug'n .-r, Mrs. Ilurge, of Van comer. The f. moral will be held to morrow from the Gladstone Christian church. SALES OF LIQUOR Reports that minors were buying liquor in Milwaukie have been received l.y officers here and called out Hher Iff K. T. Mass and Chief of folic. Ed fi.aw, who Is deputy, Saturday night but no arrests were made. The officers made a quiet Investi gation through the town and could find no Oregon lily boys there buying 1 quor or heard of any caHes where It bad been sold lo them. Though they etit a greater portion of the evening in the town and Investigated all of the places where liquor may be bought there, no arrests were made. Milwaukie refused to vote dry at tho last election and the report re eelvod here inspired the officers to In vestigate the charge that Indiscrimin ate sab s of liquor were being made there. Alaska Delayed. WASHINGTON, Jan. 2. Final fic tion on the Alasitan railway bill by the senate was deferred until tomorrow, after the extended debate on the meas ure had been concluded late today and voting on amendments begun. Best fought Medicine for Children. "I i.ii very glad to say a few words In praise of Chamberlain's Cough Remedy" writes Mrs. Mda Dewey, Mil waukee, Wis. "I hare used It for years both for my children and myself and It never falls to relieve snd cure a cough or cold. No family with chll dren should be without It as It gives almost immediate relief In cases of croup." Chamberlain's Cough Rem edy Is pleasant and safe to take, which Is of great importance when a medi cine must be given to young children. For sale by all dealers! (Adv.) FRUIT PROBLEMS ARE DISCUSSED SPLIT MONEY BUT CONTRACT CRAWr-OHD'8 INSTRUCTIONS TO COUNTY COURT CONSTRUE NEW ROAD LAW SAME OLD CAME IS YET ALLOWED New Act Dots Not Break up Machin ery as Badly as Had Been Hoped, Though il Cripples Politicians Attorney (ieneral Crawford liu.i Nlrueled the county court thai Hie road money niiisl be spout nccordli to contract and thai (he specific pi visions of (he 1113 roail luw must b obeyed The attorney general. however twists nroiiud with an explanation Ilia' the new law does nut mean thai the obi law is repealed In spile of the fact that the luw contains a clause which sav thai all acts or parts of acts now In force that conflict with this statute ' are hi reiiy repealed " His Opinion. The reusou for this muteuieui is thai the attorney general doe not believe thai tho old act I In conflict with the hew and Hint the county court still bus the right to go abend with the same eld glitiie and split (he road money In to divisions, one to be given lo Iho district and the other (u Ih spout In Hie general lulid of Iho count V. The opliilou explains thnt the co,.i ty court must let tho rond work In the soverul district by eolitruet after ll.e fifty per out linn been divided anil placed in each fund. Tho court was at a loss to know whether the luw menu that iho money must bo spent by co. true I it Iho district had f luuO ror n( d purposes before tho luouvy wa u.wd ed or afterwards. Tho attorney gen oral say afterward. Most Art In Claa Even at that, there are but few ill Irlct in tho county thai will not have tho $1000 for rond purpose. Many of them have voted special taxes that will bring (hem within the contract I class oven though they were not bo I (ore. The law specifically require tho court to award contract for every cent expended, whether the money bo raised by tho special or geuerul lovi.s The county surveyor will bo instruct ed lo draw plan und specification (or the work that I to be done through the county and contract wilt be lei upon this lmls. All of tho district with population or ambition enough to raise $1000 will have iho satisfaction of seeing tho work dune by a contra.i or under Iho supervision of Iho county surveyor. The rond supervisor will also bo on dock lo take charge of (he work and to assist tho surveyor In any way that he can make himself useful Ho will not however, bo tho lord of all ho survey but will be under the control and direction of tho man with the Instrument nnd painted stick. COUNTY COURT EXPENDITURES FOR THE MONTH OF DECEMBER, 1913. ROAD FUND District No. 1 Coast Culvert & Hume Co, Montugue O'Kellly Co W. II. Counsel! $ 2I.6U r.s.TJ M C. E. Hattln 65 0H 0. A. Hattln soon Wm. Strange HO. 00 Wm. Smart 66.00 J. Peters 95.0" J. 1 1 rod la 36.0(1 A. Otlv 75.00 ('has. Newton 22,60 (!. Wilson 20 Wm. Mundlon 4-H.4" J. A. Davis 70.0O J. McDonald 30iu T. Kile 21. J. II. (ilbson 35.00 A. It. Klrkley J 1.2.1 Otty 6 Avery 4.V) Riley 10.00 Counsel! 4.50 District. No. 2 (Irunt Mumpower Gladstone Lumber Co, ... An tone llelnrlch J. W. Ilonnott K. R. Iiennett W.F. Iluberlach District No. 3. 8.1.(10 3i 2.90 11.00 3.5U 3.75 Herman Oerhardiis $ 4S.00 M. Troge. 24 05 R. TomlBon 20.00 Herman (lerhardus, Jr 37.50 W. W. Cooke 51. in Henry Hock 4.25 J. W. Yuiore 37.no F. Eberhardt 1 ().;.) .1. Ilorgman W. A. Shearer (iarrlson 8.00 9,50 800 10.00 11.00 22.00 20.00 14.00 N. htlner J. C. Elliott W. Ilrodle J. Mullenhoff ... Carlson . Henry Troge 28.00. J. A. Sloll )r,.20 E. M hman 24 0u I. Moore 19 on II. Hiebert 16.i)i) A. Hollar iijnij A. H. Rllz.au 4i;H Curtis Young ; H.r.n .lames Htradley 1 0.t0 Lee. Stradley 3i.25 District No 4. Albert Hitching $ 10.00 Lester Hale 6.00 Edgar Helple 20.00 4'oah H. lple 7.00 J. W. Dowty 2.00 John Githens 20.00 District No. S rfandy Ridge Lumber Co $ 30.00 Portland Ry , Light t Power Co 89.R0 C. W. 8cbuld It Sons 25.20 W E. Wheeler 34.00 H. A. Heck 4.00 $00 M, II. WlieebT J. I I llllner District No. I I'aul II. Mclnlil IM lialnil : fluu Kreb Nick HchmlU II. Million (lust Finger Max W'uuleho sr. on 17.00 n o .7ft 3 Oil r: im 16 "ft 13 tin 11.110 I VI District No. 7 Handy I, umber Co . . . . i:t7 us . ... 11"" 3 1" . . . . '.' . .' . . '') I Vi ?ei . . . . 4 V , ... in" . . . in.:. . ... 1 1"1' . . . , 32 ii: t: .'.u . . . . 37 m vi . . . . 2 v .... 7 10 II. W. Adkln II. I.. Hlowiioa 6 t'l I'aul II, Melnlg W'. M Wrack' A. Shipley F E Meiliigln Tom llugsi . W", llncon A W. KUngcr A l linger F.d Ten Ec II Ten Fck II. Shipley Coo Thouiss E. II. Leaf . . (ieo. Tell K)ck Carl A, hoff Dutrlct No. I John Fliel I Fred llochlll John IliichhoU Oniric! No. A M. Jensen John Marshall E. liorber C. I.ln E. lirafonhclu II. Joyner It Miller X IM 2 V 12 V) IV VI 6 Ik! W 4 mi 3 00 II.IHI Jon i mi i on (HtO Pttu!e N. Schlel A. Weldorhol.lt so'i ioo 4 no A. W. I.oe (I rnutscu T. Harder 00 N. Hulli SO) Fnt Hide Mill Lumber Co .. 1176 II. F. Cogwe I .10 District No. 10 Cnrflold Mercantile Co $ Cry Mercantile Co 3 I 0) Ilelfl Creek Lumber Co U J. I'nliunteer 3S i: on Jon 7. Vi 26.60 2 (in ( T. Frailer V. M Wado C. II. Inilleaii J. M. Shulii . I F. Slnndlsh 1 ' District No. 11 Frank Hunch $ I 7u Muttoon Lumber Co 3 'i''. .1. It. I.lvesay I" .no I. I. moll. erg . . K 00 3 V ( ha. Maun . J. ri, Itawleo (1 no (Continued on page X.) Puts Coin In Bank For Her; She Grabs It And Skips Out He deposited $1400 In tho bank. In her name and lu skipped nut with the coin. This I the dory that Waller C. Oh man told In tho divorce complaint Unit ho filed In tho circuit court of tho county Wednesday asking for a do cree aguluat Martha (iehmnn Ho allege that ho placed the money In Hi" bank In her name to bo uvil for domestic or other purpose thai 1 n- might need. Hardly had Iho money boon turned over to her. ho nys, 1I11111 she deserted him and took the mill wilh her. Klnee that time, she ha Htoadfactly refused to return and live wiih tilni and ho uk for Iho dcrco on the ground of desertion. They were married In Phlladi Iphin March 1, liMiK. Valentine's Day is An Unlucky One For This Deserted Wife Valentino's Day proved an unlucky olio for Mary A. tinrver oven though it happend to bo also her marriage day In her complaint, she recites (hat she and Charles (i. (larver were mar rled at Lowlslon, Pn., February 1 1, IK91 nod Unit her husband deserted her, leaving without providing for her necessities nnd comforts. The petition simply asks for a do cree of divorce, no children or prop erty rights being Involved on the suit Tl SHOWN BY TESTS Hlxty- five per cent of tho students who took the eighth grade examination In the county passed with flying colors while 20 per cent were conditioned. These figures have been worked out hy J. V.. Cain van, county siuierliitond- ent, after ho had checked over the pa llors thai have been received In his of flee during the past few davs. Eigh teen passed tho point between success and failure while Hie several districts totaled up but six In the condltonal list. Ill the slxlh grnde tests, the follow ing nvernges were made: 13 In dis trict number one passed with high grades, 13 In district 34, West Linn piuwed with grades not lower than 85, 12 In district 107, the ontlro class, nnd one In district 309. In the seventh grade examinations, the following reports have been re ceived: District number one, out of six. two failed In geograph and all passed In physiology; district 34, three passed In geography and all In physiology. The following are the students in the several district of Uie county who will receive diplomas: Neva Woost er, Morris Ely, Pearl Wade, Ruth Chln gren. Albert Hchlewe, Agnes Nelson Iva McUrty, Mnrle McUrty, Annlfl Montgomery. Wester Montgomery, Arthur I)sy, Dorothy Iturgess, Chester Illanchard, Florence Reynolds, Har rold Miller, Oliver Howman, James Howlan, Philemon Nordllng. T. IHchey IITACADA VJ .... L VI . . e., i, .nil 00 1 worn III I'ortl.Ki M toy M moot Mr. liNriloit and . vlK relative until th ,,, ' prof, 1'iiril accompanied the j,rt school debut. it In Nawhi.ru. im Jr day UHM, whom Ihoy ilobsle,) iho Now bora High school lean, ikl Inticr winning Iwo lo one, ' Eniiigeiimii. moeiliiiD am In lil at iho Church of Christ rooim,, ery night "Micro Is a very g,,, ' Ion. him o J The small pot pnlletits cnt of r,,. f ead havo boon releei fril, qM llli Mild lllo dloan seems lo fo I II confined to only Iho Iwo hum,, hinlnrnda I mindy In bo roiigriu,i upon Ih" 1101 11 imt In which tin. di ws bundled bin wlllioul in.irn aHt A tieiieiul changing around ,ni priiveiiieiil Htn being Ina.lo at M rcnmililllo Company' Motn The Comiiioriinl Club Lanltcttg team ha l-.iiiu.. Again Haliuday t) wilh Iho t 11 It 11 all Atlileilr ckl (en in Mis. M K. Morton imu a day tin week, reluming in potu, )eter.ly D H Fleinmlng. of lllver M retried quite tick with lruii. hliu I- nt n. .i.lu I mie sonio rat ii,g I in- show In Portland lut ..k. j W. A lloilumli carried off a I 'lupu 0! prlfoi. Mr. M R tirabaiu r i l.Dl v (line leg received a prllfc (leak ol Hit I III Mild Ed lloli.'l 1 , f ) " won M prize It might he t, hum a rat how of our ou future date. Un.y 1 1. Walkei; made li la ; Tue"lav vlll to Kla. B.I.I Dili in lb.. Inier.'t of Iho hula, mis ( Hank A dinner parly with Ruent front, lacada wa given at Iho (', C. K;.. hoiiin al l'urrlnv lllo Monday rrn!sj Mr E W. Ilnrtlelt had the plr(n uf entertaining three sinter ihn Uu pari of lat week Thy er Mr.) Vaiilluron, of Latlraiulo, Ore., Mrs I A. Wells, of Knn CKy, and Mr ( F, Dlllobrandl, of Portland Mr YVsit al'i hero with hi wife ' Mil llesalo Alllaoli and Morton Wr erllig, of I -a tirando, worn limn Hl.' dav bight lo llell.l the .Inner K W. Partletl relumed fnun a In day' trip lo C.h Pay Tuesday em lust All operation tta performed I'T l A. IU on (be lenrarold ton of t and Mr Joel E llowmall In the rlnltv of Cartleld, one day thla H for Iho removal of ademild. T Utile fellow a gelling Along lll.'.if A F. Heiison mi an over Hun4i vlalior In Portland W F. Cary, of Iho Cary Merean'i Company, cam homo from Me Mia vllle. Oregon. Hun. lav to ,x.k !-. bualnea Interests her. Mr Can j a.illiig out a at.M k of go.nl al M.'Vpst vllle. which Iho firm recently trii for lima Caraou la gelling along grr)t nt present from Iho Injury he mvmi n week a co wh- n lie fell tet IbiW J hi rli-iil leg An uperalkia t'f- t formed 011 Ihe Injured meniWt th Ut ler part uf ll Week Mr M It. Cruham h In IV.Clati lnt Friday Charlie. Hard snd wife, of Pn!M attended Iho d.incr at thla plae Dai unlay evening linger Cary was a bualneaa iUl'.i Portland 1 hursday Mr. and Mr I D Wrlghl Ui frlmd at Molalla fiver tho 8a'tV! Mias Laura Ht. inner I again l'-t ' the counter at t'nry' store Mr M It. William wa In Ktart a f. w dav visiting at Iho Inun.. .( alaler, Mr I'. H. Morgan ' turned to her homo at Hull I'-im M. due. Dr. Well will on lako up lilt r itenro In FaU 'id for all Ihe tlti.fl Head of a few day each Week rt ha rented room over tho Civic b proveiiieiii Club r.MiMia which sr Ing nicely fitted up lor hi ik-.-up Horn, lo Mr. snd Mr E. C. Kllk. who real.le at (iiirfleld, a little The young uiun arrived Jan. 21 ; Thorn a good attendance at ! meeting at Honor Theatre laat 8t day afternoon In Iho Intereat of trt grower Tho speaker worn Jllif Dlmtek. of Oregon CKy. Mr. MalM of Portland, Mr William and X' Freytag, tho county fruit lnnpo. (.if Tho C. I. C. daiiee last Hsttirir evening another one of thine n torlaliimetils which Is ins king Ik club fumoii for being splendid ratef talner. A largo number 1,1 (" tendance and (ho evening a mt: enjoyable- one. Darning coinnieiicej early and ws dUconltnued st I o'clock. The priH veds were M7 net. 5 EAGLE CREEK Winter ha come at luat. II. H. (ilbson was a Portland lltf last week, Kay Woodlo Is building a fine " bnrn. Mrs. Hoy Douglass ris elved s rut recently from her brother, RoW Moehnke. mid cousin, Arthur llluba Mr. ami Mr Will Douglas ' (allied Mr. and Mrs Hoy )oii Hubert Moehnko and Arthur llhihm' dinner Sunday, (in Saturday evening last a fr ' Willie Hoffmclsler' friends cams M1 spent the evening with him In Ik of his birthday. All had a pi'1 visit. W. F. Douglass mado a business i It to Portland one day last wool Mrs. Edith Woodlo, who has b" sick wilh the mcslcs (ha past wn Is Improving. Mrs. It. II. (ilbson and Miss E!" Chapman called on Mrs. Howlett 2 day afternoon. floored Preston hauled up a lis furniture for Mr. McMillan on Mono BENNETT IN RACE ' I'niiTi A Mil .Inn. 2(1 Judge A llemieit of The Dulles, one of Iho h Ing lawyers of astern Oregon, for' ally announced his candidacy for '-i Democratic nomination ri,r go'r" Ibis morning. DIVORCES GRANTED Till! a I IT rami, hell In lllA court Saturday granted the foil" divorce decrees: Lwis A. St. r" ngalnst Mary; Radio II. Cro; against Ceoige K.i Evtlyn Lews h ton against Eugene C; and Henri"'. Slpps against A, L. Worms th cause of Your Child's tv A foul, disagreeable breath, elos around tho eyes, at times fevn with great thirst: cheeks flushed." then pale, abdomen swollen with cramping pains are all Indication' worms. Don't let your child sua" Kickspoo Worm Killer will gl "L relief It kills the worms will'4' laxative effect add greatly t" j, health of your child by removlnl " dangerous and disagreeable ''ire" worms and parasites from the ' Klckapoo Worm Killer as a bealibj duoer should be In every nous'!"; I J . I. tl.... . V., tnAnt. I71 1 ..':. i.j utile. i.uj ai " ,l.W 25c. All Druggists or hy mall. , poo Indian Med. Co., PhllaJipn' 8t. Louis. A .