Decatur Democrat, Volume 45, Number 25, Decatur, Adams County, 29 August 1901 — Page 2

-, F?§ . , Every woman loves to think of the time when a soft little body, all her own, will nestle in her bosom, fully satisfying the yearning which lies in the heart of every good WMnan. But yet there is a black cloud hovering about the pretty picture in her mind which fills her with terror. The dread of childbirth takes away much of the joy of motherhood. And yet it need not be so. For sometime there has been upon the market, well-known and recommended by physicians, a liniment called Mother's friend which makes childbirth as simple and easy as nature intended it. It is a strengthening, penetrating liniment, which the skin readily absorbs. It gives the muscles elasticity and vigor, prevents sore breasts, morning sickness and the loss of the g.rlish figure. An intelligent mother in Butler, Pa., says: “ Were I to need Mother's F riend again, I would obtain 0 bottles if I had to pay $5 per bottle for it.” Get Mother’s Friend at the drug store. $1 per bottle. THE BRADFIELD REGULATOR CO., Atlanta, Ga. Write for our free illustrated book, “ Before Baby is Born." BklW

If you have headache, pain in the back, dizziness with spots floating before the vision, it indicates serious disease of the kidneys. Dr. J. H. McLean’s Liver and Kidney Balm removes these symptoms and cures the disease. For sale by Holthouse. Callow A. Co. a P. T. Thomas, Sumpterville. Ala. “I was suffering from dyspepsia when I commenced taking Kodol Dyspepsia Cure. I took several bottles and can digest everything.” Kodol Dyspepsia Cure is the only preparation containing all the natural digestive fluids. It gives weak stomachs entire rest, restoring their natural condition. Smith, Yager & Falk. a Over in Miami county Johnny Gosh and Jennie Dern were married a fewdays ago. The local editor who wrote up the affair couldn’t resist the temp tation to head it “Gosh-Dern,” but he’s been hiding in swamps and scrapping with skeeters, bulfrogs and snakes since, in preference to facing the blushing bride and her irrate man. There is so much news that even if it comes by telegraph we overlook some of it. Isn’t it a fact that you have seen Dr. Caldwell's Syrup Pepsis advertised several times and have neglected to to try it? An ounce of Dr. Caldwell’s Syrup Pepsin is as good as a three week's vacation. Ask any druggist or anyone who has taken it. Sold by Smith. Yager A Falk, a According to figures just compiled by the United States the fatality of consumption has decreased 54 per rent in ten years. That is a remarkably gratifying record. It shows that the physicians are learning and that patients are obeying the orders for cleanliness and fresh air. The scourge, it is believed, can lie practically wiped out if there are open windows and disinfectants enough. Notice —We, the undersigned, do hereby agree to refund the money on two 25 cent bottles or boxes of Baxter’s Mandrake Bitters, if it fails to cure constipation, billiousuess, sick-head-aehe, jaundice, loss of appetite, sour stomach, dyspepsia, liver complaint, or any of the diseases for which it is recommended. It is highly recommended as a tonic and blood purifier. Sold liquid in Ixittle, and tablets in boxes. Price 25 cents for either. One package of either guar»nteed to give satisfaction or money refunded. Page Blackburn. ts Notice to Consumers ot City Water. All water accounts by meter and by flat rate have been adjusted, and all ilelinqencies carried forward to date of July 1, 1901, and the books are at I the office of City Treasurer W. J. Archbold. All persons in arrears for city water should call on the treasurer and settle said accounts without much delay;especially as many of the accounts have not been settled and are long past due and must be paid. Respectfully, H. B. Knoff, W. W. Supt. Aug. 15.1901. 24-2 Deafnew Cannot be Cured By focal applications, as they cannot reach the deceased portion of the ear There is only one way to cure deaf boss, and that is by constitutional remedies. Deafness is caused by an inflamed condition of the mucous lining of the Eustachian Tube. When this tube gets inflamed you have a rumbling sound or imperfect hearing, and when it is entirely closed deafness is the result, and unless the inflammation can lie taken out and this tube restored to its normal condition, bearing will Ire destroyed forever; nine cases out of ten are caused by catarrh, which is nothing but an inflamed condition of the mucous surfaces. We will give One Hundred Dollars for any case of deafness (caused bv catarrh) that cannot be cured by Hall’s Catarrh Cure. Send for circulars, free. F. J. Cheney & Co., Toledo, 0. Sold by druggists, 75c. Hall’s family Pills are the best, a

The Top Shelf. Dr. Marshall’s Lung Syrup has reached the top shelf, there is nothing | that equals this medicine for coughs, colds, asthma bronchitis or any affection of the throat or lungs. It has oben thoroughly tested for this class of diseases, and stands in the front rank at the head. This medicine is guaranteed to give satisfaction, who could ask for more. Give Dr. Marshall’s Lung Syrup a trial, it has cured others and it will cure you. Do not fail to use this in time. Price 25, 50 and SI • Rv all druggists. a Their Secret Is Out. All Sadieville, Ky., was curious to learn the cause of the vast improvement in the case of Mrs. S. P. Whit taker, who had for a long time, endured untold suffering from a chronic bronchial trouble. “It’s all due to Dr. King’s New Discovery,” writes her husband. “It completely cured her and also cured our little granddaughter of a severe attack of whooping cough.” It positively cures coughs, colds, la grippe, bronchitis, all throat and lung troubles. Guaranteed bottles 50c and SI.OO. Trial bottles free at Page Blackburn’s drug store, a The general interest excited by the publication of Aguinaldo’s own story of the capture in Everybody’s devel oped a wide demand for the magazine ; in all parts of the country. The result was that the large edition printed was soon exhausted and a week after publication the American News Co. had sent in orders for several thousand ad ditional copies, which could not be supplied. The interest and value of this the youngest and lustiest of the 10 cent monthlies is winning general appreciation, and its circulation is gaining at a most satisfactory rate. A young lady’s life saved at Panama, Columbia, by Chamberlain’s Colic, Cholera and Diaorrhoea Remedy. Dr. Chas. H. Utter, a prominent physician of Panama, Columbia, in a recent letter states: “Last March I had as a patient a young lady sixteen years of age, who had a very bad at tack of dysentery.” Everything I prescribed for her proved ineffectual and she was growing worse every hour. Her parents were sure she would die. She had become so weak that she could not turn over in bed. What to do at this critical moment was a study for me, but I thought of Chamberlain’s Colic, Cholera and Diarrhoea Remedy and as a last resort prescribed it. The most wonderful result was affected. Within eight hours she was feeling much better: inside of three days she was upon her feet and at the end of one w’eek was entirely well. For sale by Holthouse, Callow & Co. a

...Legal Advertising... APPOINTMENT OF ADMINISTRATOR. Notice is hereby given that the undersigned has been appointed administrator of the estate of /tlbert Yager, late of Adams countv. deceased. The estate is probably solvent. 24-3 Calvin Yager. Adm’r. August 17.1001. J. T. Merryman, Att’y. APPOINTMENT OF ADMINISTRATOR. Notice is hereby given that the undersigned has been appointed administrator of tbe estate of John Tague, late of Adams county, deceased. Tbe estate is probably solvent. 25-3 C. H. Street Administrator. Aug. 24. 1901. Dave B. Erwin. Att’y. VfOTICE TO NON-RESIDENTS. The state ot Indiana, county of Adams, ss: In the Adams circuit court, September term. 1901. Gertie Foust | No V 8 >• r Complaint for Emanuel Foust. I Divorce. It appearing from affidavit filed in the above entitled cause, that Fmanuel Foust, the above naou*d detendant. is a non-resident of tbe state of Indiana. Notice is therefore hereby given the said Emanuel Foust that he be and appear before Oie Hon. Judge of the Adams circuit court on tbe fifteenth day of October, 1901. the same being the ;»th Juridical day of the next regular term thereof, to lie holden at the court house in the city of Decatur, commencing on Monday, the second day of September. A. D.. 1901. and plead by answer or demur to said complaint, or the same will be beard and determined in liis absence. Witness, my name and the seal of said court hereto affixed, this 17th day of August. 19"! 24-8 Ei.mer Johnson. Clerk. By James P. Hsetting. Deputy. James 11. Smith. Attorney for Plaintiff A PPLICATTON FOR LIQUOR A LICENSE. Notice Is hereby given to the citizens of Hartford township. Adams county. Indiana, that the undersigned, a male inhabitant of Hartiord township. Adams county. Indiana, over the age ot twenty-one j <-ais and a continuous resident of said township tor more than ninety days last past, will make application to the board of county commissioners, of Adams county, state of Indiana, at the next regular session thereof, to tie Is'gun and holden at the court house at Decatur, in said county and state, on the first Monday of September, 1901. the same being the accnurt day of September. 1901, for a license to sell spirituous. vinous, malt and other intoxicating liquors in a less quantity than a quart at a time with the privilege ot allowing the same to be drank on the premlaea where acid, for I I,C period ot one i ■ ar. on the first floor of the two story trame building, situated on the following described real estate. In Adams county, in the state of Indiana, to-wit: Commencing at a point which Is north 20'1 degrees, west eleven rods, from a stone which Is north 2U'4 degrees, west three rods from a stone, which is 94 rods and fifteen and one-half links norih 12K degrees east of the southwest corner of section two. in township twentv-llve north, range thirteen east; tlienee north rtlP-Jdegrees, east ten rod* and five feet: thence south :H degrees, east 40 feet: thence soutli Gl l , de groes. west ten rods five feet: thence north and west to the place of beginning. Bald room In which said applicant 1; desirous of conducting said business, front* to the west on Water street, in the town of Buenavista ami has one double door, two windows and one single door In front, one door In east end and one door In the south and said building Is twenty four feet wide and thirty lent long. The single door in front opens Into a stairway leading to the second alory of rhl<l room, said second story to bo occupied as a residence. The undersigned will ask permission to put lunch counter in oonuoetlon with said saloon. JOHN WEGER

I DESCRIPTION OF THE DECATUR AND IJPKEBLE MACADAM ROAD. Commencing at the east end of Nuttman Avenue in the city of Decatur, in Adams countv. Indiana, the Raid starting point being at the northeast corner of outlet number nliH'ty-six(Wi), in Joseph (Tabbs western addition to the town (now city) of Decatur. Indiana, at the point when- said Nuttman Ave. intersects Fittb street, in said city ot Decatur. Indiana. Said Nuttman Avenue being tbe township line between Root ami Washington townships in said Adams county. Indiana, from thence to run west on said Nuttman Avenue ami said township line to the west line oi said Root and Washington township. I tbe same being 18,776 feet or 3.555- miles in length. To the bone,rable board of County Commissioners, Adams county. Indiana: We. the undersigned viewers and engineer appointed by your Honorable board at the August term. 1901. and in pursuance to the within order ot said appointment to proceed to layout, straighten and assess damages of an improvement as prayed to** in said petit! in would most respectfully submit the following report: In pursuance to said order, we. Wilson H. Sbepnerd and David J. Dillingas viewers and Geo. E. McKean as engineer, met at the auditors office in the city of Decatur. Adams county. Indiana, and after being duly sworn as pr« scribed by law, we proceeded to view, examine, lav out and straighten said road a* shown by that part of our report which exhibit show?, a description of the route of the proposed road. Also a protile showing the grade of saiij road as established and showing the ••cuts and tills”: also location of culverts and bridges; said profile is marked “Exhibit R” the same being on file in the office of County Surveyor. We further find that the cost ot the proposed improvement in accordance with the plans and specifications herein set forth would be of great public benefit and utility. We further find no claims for damages whatever. We further estimate the cost of the proposed improvement to be 815 038.35. ROADWAY AND GRADE. The roadway must be clear of all fence’ trees, slumps, lojjs and all other rubbish of whatever nature it may be. All stumps must be grubbed or blasted out either in the drains or on the grade. The right-of-way shall be sixty [3o] feet In width from station 0 to station 39 40 and forty [4o] feet wide from station, 39.40 to station 1 -7.5 If at any time during the construction of the road or grade or before the final acceptance of the same the grade should settle, the contractor shall fill all depressions ami restore the same to the original specifications. The grade shall be of the single-track system from station 0 to station 45: and to tn? of uniform width of thirty-two [32] feet from ’boulder to shoulder, with a slope of four [4] inches from < enter to either side and the grade shall be of tbe double-track system from station 45 to station 187*75 and to be of a uniform width of twenty-eight [2B] feet from shoulder to shoulder with a slope of three [3] Indies from center to either side The side ditches shall be cut to a depth ot not less than eighteen [is] inches below tbe crown of the grade; all side drains to be made fully out side of the grade. All drains to be constructed in a neat and workmanlike manner with sufficient fail and outlet to carrv all the water that max accumulate therein and remove the same from the highway. Tbe bottoms of the drains to be continuous and unobstructed All side drains shall have sufficient fall and outlet to carry the water from tbe gride. From station 0 to station 39.40 there should be five [s] inch tile Dlaced on each side ot the subgrade, said tile to be placed to a depth hereafter to be given by G.e superintending engineer. Said tile to be connected into wells new b .eated on tbe south aide of said Nuttman Avenue, and if said wells are not properly located from tlie center ot the line of the proposed improvement the contractor shall remove same to the proper place and make all necessary excavations, and place them in good condition. The roadbed shall be made in a smooth and workmanlike manner and to be inspected and e\e» ptod by th** -oipermtendtng engineer of the road in 1.000 feet sections, before any materials are placed thereon. Grade and line stakes set by the engineer and destroyed through the negligence of the contractor, will be set again at the contractors expense. Tbecrushed stone shad be placed on the grade or road bed to a width ot twenty [2o] feet and to a depth of twelve [l2] inches in the center and eight [k] inches at the edge and is to be placed on the center of the grade from station 0 to station 39.49; and from station 39.40 to station 1M7.15; the crushed stone shall t»e placed upon the grade or road bed to | a width of twelve [l2] feet and to a depth of , twelve [l2] inches in the center and eight 18] inches at the edge and said stone is to la? placed on the south side of the road bed so that the stone will be placed three [3] feet north of the south grade hip leaving thirteen 113] feet of the north side of the road bed to be used as an earthen track, except from station 39 40 to station 45. and from station M tn station 96: where said stone shall be placed in the center of the grade. All materials shall be placed on the subgrade in a neat and workmanlike manner. The stone shall be graded in before final acceptance. TILING. ETC, The tile indicated in said “Exhibit B” to be of tbe size mentioned and to be sound first quality, vitrified sewer pipe, laid across the grade at right angles thereto and at such points mentioned. Said tile to be placed to the proper depth so as to convey the water from either side of the grade, and to be of the length hereafter specified. Sewer pipe culverts are to be placed at the following points: At station i *.25 al2 in. sewer,so feet In length •• •• 32 60. “20!* “ 50 “ 53.00. “12 “ “ 30 •• “ 66 50, “12 “ “ 80 “ •• “ •• 74.60, -12 “ “ “ “ 85.00. “36 •• • .36 “ “ “ “ 120.00, “24 - “ “ •• 140,00. “12 •* “ 30 “ “ •• “ “ 16*10. “12 “ “ :» “ “ “ “ “ 175.00' “12 •* “ 30 “ •• STONE-MASONRY. ETC. All bulkheads of tiling, and all additions to bridge abutments already in are to be constructed oi lime atone, equal In quality to tto products of the Decatur quarries, none of which shall be less than Hix (6) inches in thickness. said stone to be laid up with good Bronson Portland cement or its equivalent and sand moi lai made in proportions of one nnrt good fresh cement to two parts of good clean sharp sand. Each layer or course to be of regular thickness and the work bound every other course and to extend entirely across except at the points of Junction with the tile. The ends of the tile on either side of grade are to be laid up ic a stone wall of sufficient length so hr to extend two (3) feet on either Hide of the til *, except at station - > arid 120. said stone walls shall be oi sufficient length so as to extend four (I) feet on either side of tbe ti’e. Said heads at the ends of the t iling to be two (2) feet thick and to commence below the freezing point on solid foundation or at least eighteen (IK) inches lielow the bottom of the tile, except at station 85. said sewer heads an* to be three (D feet thick, and to be bmii aa high as the road bed or grade and to lx* covered with a coping that Is at least six (6) inches thick and to extend three <3» inches over the wail, except on the side next to the grade: said coping to be one solid stone, except at stations Ks» and 120, the coping may consist of two stones, All masonry to be pointed up also all layers to break Joints at least six (6) inches ami to not exceed a one inch Joint between layers, CRUSHED STONE. ETC. All stone muat bo well crushed sn that at least eighty (80) p< rcent of the coarser particles will pasa through a two (2) inch ring. All stone shall be screened and the coarser particles shall he placed o i the grade to a depth of ten (10) inches in ’he center and six <6) inches at the edgyjtnd ’hen covered with two (2) inches of screenings. When the stone It unloaded at the dump all the extreme coarser particles shall be rak« <l t 8 the bottom. Bald atone to tw equal In quality to t he products of tbe Decatur quarries. All atone must be so crushed so that tbe particles are the same as Is usually produced by a Catts’ Gyratory Crusher, and to be plant'd on the grade at such points where the double track crosses tbe bridges and railroad tbe two shall meet on either side of the bridges or railroad and form a graceful compound curve each resuming the proper posittlons as heretofore mentioned, a'ao that the approaches to them ahull be atoned to the width thereof and to extend either way to a distance of fifty (80) f«et, gradually sloping to meet the earthen track while the macadam track will remain the same as mentioned.

BRIDGES. The bridge at station 43.40 shall be raised eighteen (is- inches and the bridge at station 76 shall be raised twelve (12) inches. WELLS. SILT HOLES, ETC. Wells or si It holes are to be placed at the following points. At station 32.60 one well lOO.GO two wells •• •• 12u.00 one well •* •* no oo one well Said wells are to be placed so that the center of the same will be on the Hue ot the right oi wav on either side. Said wells to be built of the best hard burned brick, laid flatwise wild to extend eighteen (I s ) inches below the bottom ot the tile and to ee walled to the surface; said wells to be not less than eighteen (18) inches in diameter ami to be covered with a cast iron grate, securely placed thereon. The contractor shad furnish all soft or red tiling needed to make the proper extensions and connections which shall not be less than the outlet already In. The contractor ahall make all necessary excavations and connections and they shall be of the proper depth to completely drain tbe particular points for which they are intended. STIPULATIONS. The work as it progresses will be IMd out bv the superintending engineer and stakes set by him must be preserved. The contractor shall level down all banks, etc. caused by putting in bridges and culverts or caused by any other agency. The ma erials for the improvements at tbe various places shall be on the site before tbe old materials are removed. The superintending engineer and county commissioners reserve the right to increase or diminish the labor or the amount of the materials used. All such increase or reduction of materials used, to be estimated bv the superintending engineer, for which the proper allowance! will be made in the final settlement. It is expressly understood that the superintending engineer shall have the right to make any necessary changes when needed while said proposed improvement is under construction. The superintending engineer and county commissioners reserve the right to inspect the materials used and condemn the same if necessary and any materials so condemned shall be removed irotn the right of way and not used at any time in the construction of the road. AU tills shill have a slope of one and one half feet horizontal to one foot vertical. From station 84 2-3 to station 95 the road shall be straightened or placed on the township line as will be laid out by the superintending engineer. At the points where the single track system merges into the double track system the con nections shall be made to the satisfaction of the engineer in charge. An estimate of ten (.0) yards is made for said connection. GENERAL STIPULATIONS. ETC. It is expressly understood that the contractors are not competed to place in any tile, culvert, bridges, grades or approaches, etc., at any private lane, crossing rnad. etc ovcept station 4X‘ t . where the road running south intersects with the proposed improvement; at this particular point the contractor shall grade the highway running south two hundred (200) feet. Said grade to commence with the grade of the proponed improvement and to extend to zero, two hundred (200) feet south, said excavated earth to be used in the construction of the levee from station 50 Vi, thence west. If any fence or posts or any similar matter that may be within the limits of the right of way of the proposed improvement and the same is not removed by the party to whom th- y belong after having had sufficient notice then the contractor shall remove the same AU gas or oil lines or pipes or telephone or telegraph poles and lines owned or operated by any company shall be removed in such a manner that they will not interfere with the construction of tbe proposed improvement. All rubbish, logs, grubs, trees, etc , shall be consumed by fire by the contractor. PAYMENT. AH payments for said Improvements will be paid for in cash at the Treasurer s office in the city ot Decatur. Adams county. Indiana, on estimates of the engineer in charge, reserving twenty (20) per cent of the estimates until final acceptance of the roau. Estimates are not to be construed as an acceptance of that part of the work upon which they are made. When the work is completed in full, notice shall lx* given the engineer and superintendent. who shall inspect the road within twenty (20) Flays after the notice has been given and if the work is satisfactory, will accept the same and bay for such improvement in full ESTIMATES. Tbe length of this section is 18775 feet or 3.555miICR. No of yards of stone, entire section . 8.021 vds. 8.021 yards stone 67 85c f 6.817 85 8.021 yards hauling (ft 40c 3,208 40 8.021 yards spreading 10c spreading 10 Grading, cuts, fills, etc 2,500 00 Sewers, heads, etc 6,50 00 Wells, complete 60 00 Bridge, repairs, etc 200 00 Domestic tiling. «tc 200 00 Engineer and Superintendents fees, etc 600 00 Total estimate3ls,o3B 35 All ot which is respectfully submitted. D. A. Dtlliwg, Viewer. Wilson H. Shepherd. Viewer. G. E. McKkan, Engineer. Subscribed and sworn to this 20th day of August, 1901. ABE BOCH, Auditor Adams County VOTICE OF GRAVEL ROAD ELECTION. Notice is hereby given that pursuant to an order ot the board of of oommissionees of tne countv of Adams and state of Indiana, made uJh ln special August sesßion. 1901, t hat there be a special elect ion at tin* regular voting places in Root and Washington townships, also in the city of Decatur. Adams county, Indiana, on Saturday, Sept. 2S, 1901, determining the question ot the building of a macadam road in said township known as the Decatur and Preble Macadam Road. on. and along the following route, to-wit: Commencing nt the east end of Nuttman Avenue In the ( Ity ot Decatur. In Adame !? U fh2' n ' l . l J na '~ hc * sl<l ,ta| tlng point being nt the northeast corner of outlot number '} 'H’D -olx d»>). in i'rahb. we4rn ad" dltion to the town (Dow cltv) of Decatur Indiana, al the■ point where said Nuttman Avenue interwet, Fifth street, In said city of Decatur. Indiana. Said Nuttman Avenue being the town.h p line between Boot and Waslilugtuu town.hlps in said Adams countv. Indiana from thence to run west on said Nuttman ’ a d . K "°' w »"hington township, length nK ’ 1775 f “ Ct ° r 3 ,M5 " mtles *“ In wttnes. whereof, we. Samuel Dunk Joseph K. Mann and Fred heppert. oonati* luting the l>oard of oommlsaioners of said county, have hereunto aet our hands and affixed the seal of the said board of commissioners this24th day of August. UDI. . H.mi’Bl Doak. I rv.-_. . Joar.i’H E.Mann. > _ Board of Fnan Krci-citT, | Commissioners. SHEHIFF'B PROCLAMATION OF SPEC lAL MACADAM K<hW» ELECTION IN ROOT AND WASHINGTON TOWN SHIPS. ALSO THE CITY OF HFcaZ TI R. ADAMS COUNTY. INDIANA. I Daniel N. Erwin, sheriff of Adainaoountv stateot Indiana, do hereby make prSl.nm Hon to the voters of Root ami Washing! m townships, also the City of Ada ns county. Indiana, to meet in their respective places of voting as established by the boaM of commissioners, of Adams county. Indiana, Saturday, Sept. 2H, 1901, to votqqn the qtiestlon of building the Deca tur and Prohle‘Macadam Hoad. In said township, in said countv Hsdes. rlbed In the auditors notice of elect lon to vote for building .n "*No 7 th ’ building of said road Aug 24 1001 DAWIKI<, I ® B yiN'Bheriff. Aug. »4, IW>l. Adams County, Ind.

\A/. P. ROBISOM, SuccmmsiOr to Calvin /Vllller <Sz Co. ’* SStone. Stone First-class. Prices Always Rea son able The DECATUR NATIONAL BANK of Decatur, Indiana, with its CAPITAL and SURPLUS of ONE HUNDRED AND TEN THOUSAND DOLLARS, and its total resources of over ONE HALF MILLION DOLLARS, through its Directors—P. W. Smith, President, W. A. Kuebler, V Pres., C. A. Dugan, Cashier, E. X. Ehinger, A Cas., Daniel Sprang, John B. Mason, and J. H. Hobrock—desires to call attention to its facilities for the transaction of all legitimate banking business including the sale of EXCHANGE payable at any PLACE in EUROPE, and invites you to become one of its customers. The Oldest, the Largest and the Best. Incorporated. Capital $125,000 IJSTIDIA-IST-A. Medical and Surgical Hit. No. 10 W. Wayne Street.

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TWENTY-FIVE YEARS EXPERIENCE. DR. YOUNGE has treated over 40,000 patients in the State of Indiana since 1872, and with perfect success in every case. A STRONG STATEMENT.—Dr. Younge has deposited One Thousand Dollars in the bank as a forfeit that he has treated more cases of Chronic Diseases and performer! more remarkable cures than any other three specialists in the state of Indiana. New methods of treatment and new remedies used. All Chronic Diseases and Deformities treated successfully—such as diseases of the Brain, Heart. I.iinv-. Throat. Eye and Ear, Stomach, Liver, Kidneys (Briwht’s disease), Bladder, Rectum. Female Diseases. Impotency, Gleet, Seminal Emissions, Nervous Diseases, Catarrh, Rupture, Piles, Stricture, Diabetes, etc., etc. Consumption and Catarrh can be Cured. Cancers and all Tumors Cured without pain or use of knife As (Sod has prepared an antidote for the sin-sick soul, so has He prepared autidotet for a diseased-sick body. 1 hese can be found at the Younge’s Medical anil Surgical Institute. After an examination we will tell you just what we can do for you. If we cannot benefit or cure you, we will frankly and honestly tell you so, Patients can l>e treat™ successfully at a distance. Write for examination and question blanks. streetcars and carriages direct to the Institute. Call on or address J. W. YOUNGE, A. M., M. D., President. „ . L- J- YOUNGE, M. D., M. C., Manager. No. 10 W. Wayne St. ft. WAYNE, IND The Want of Working People. When the working man or woman feela alck — liver, stomach or khJo«y» are out of gear —then Dr. A. W. Chase's Kidney-Liver PIN" d 0 • world of good acting directly on these organs and the bowels. bay city, mich. friendship, n. y. Citv' Mirh 1301 Avenue, nay Mm. Mary Latham writes: "About oWf* U ‘ ,,v ” rwor , k ’"t at- ago I wrote to Dr. Chase about my «*<*■>«* hisadvioe. For year, before that h.m -V b w Wh i'i h mSde “ f °r suffered a great d.«l of pain with my I* . rk . ln,f H " was brought on by kidney disorder.. » dr«^X°r n : ~n<U . t ‘ onO L Mr G '‘° stomach and liver were in twrible *«*•»* A W^^' h m^’r I . PU,^ ,ed ‘ b0 * o,Dr ' 1 ‘r.wt.sl with a doctor for a long Um'- b . A. W Cha,. , KldnoyLiver Pill" for my kidney neTer t rml rß u,f until Dr. Cha* lnd“ 2eka hVh’?. 1 '* 0 *:’ 11 lioVln « m y •»"> of hi, Kidney Liver Pills. 1 “ unti ... rs« Il ln th,u " e ' f ,h ’’ m Improve immediately and found a real cure until perfectly cured of my " trouble. In maw oilman now, m ■■■ jfa ■ ■ a box. AH deal*”’ ass-Aj A. w. CHASE’S KIDNEY-LIVER PILLS.

DR. J. W. YOUNGE. President American Association Medical and Surgical S[x»cialists This ablest Specialist in the country WILL BE AT THE BURT HOUSE, ON Monday, Sept. 1 Dr. Y’ounge has treated more cases of Chrome Diseases than any other three doctors in the state. jr'We can cure Epilepsy.