anaheim-gazette 1928-04-19

Engineer Paul Bailey Makes Fifth Report Tells Supervisors of Progress Made Surveying for Damsite Paul Bailey, Orange county's flood control engineer, has submitted another report to the board of supervisors and the advisory committee, in which he tells of the progress made in surveying for a damsite in the Santa Ana canyon. His idea is to build an earth-filled dam in preference to a concrete structure, and says conditions in the canyon are favorable. In his report he says: "The exploration of foundations at the most favorable damsites in the lower canyon of the Santa Ana river continues. A second rig has been placed in the field in order to secure greater progress. One rig is now drilling at the Chester site, near the head of the canyon, and the other at the Santa Ana site, in the vicinity of the canal intake of the Santa Ana Valley Irrigation Company. The cross-section on which the rig at the Santa Ana site is now working is about 4000 feet down stream from the intake of the canal. So far, holes at both of these sites have penetrated clay shale beneath the loose sand on the canyon floor. "The samples obtained to date at the Chester site are more uniform than those at the Santa Ana site, some of which contain sand or mica in various amounts. Samples from both sites absorb water when immersed, resulting in the breaking down of the physical structure. The residual fine-grained clayey mass of the samples at both sites after the structure breaks down is of a character that would form a highly impervious layer. Apparently such layers have formed on the surface of the shale beneath the loose sands and gravels of the canyon floor and protect the formations from further disintegration because the holes on the banks of the river indicate that water has not penetrated the underlying formation at either site, although it is un- is a matter of study of the qualities of the many strata and formations to lay out a construction program that will secure the safest dam with the least expenditure. The coarse sand in the river bottom is a material very pervious and exceedingly easily drained. Granular and practically free from earthly material, it has a high resistance against sliding. This offers an excellent material for the center and downstream part of the dam. It has a further advantage in that it can be placed in the dam cheaply by the hydraulic process. The conglomerates and shales in the canyon afford excellent materials for the up stream part of the dam. Through the proper selection of these and their sprinkling and rolling as they are placed in the dam, the up stream part may be made highly resistant to percolating water. "While the proper selection and disposition of the sands, shales and conglomerates found in the Santa Ana could make a strong dam in themselves, it is nevertheless believed that additional strength should be given to plans for construction by including a reinforced concrete cut-off wall extending into the most impervious underlying formation that can be found and connecting this with a reinforced concrete facing covering the entire up stream face of the dam. The wall extending down through the loose sands and gravels of the river bed should be placed under the downstream half of the dam. The top width of such a dam would be about 40 feet and the base width nearly six times its height. With a drainage system underlying the down stream half of the dam and a reinforced concrete facing on the up stream slope connecting with a cut-off wall extending well into the underlying formation, the explorations to date indicate that a dam of a very high degree of safety may be constructed. "It is probably not essential for a safe dam of the type under consideration for the Santa Ana that a water tight seal be obtained with the underlying formation. Percolating water through or beneath an earth-fill dam be, and the same is to read as follows: For every person conducting, managing or tising samples, hand newspapers to any purchasers for said money ($20.00) Dollars per week. For the purpose of expression "carrying out is defined to be, and mean the doing of acts of distributing dodgers or newspapers in this Section specified. SECTION 2. All Orders in conventions of this Order repealed. SECTION 3. The City of Anaheim she passage of this Ordinance to be published Anaheim Gazette, a general circulation City of Anaheim, and its final passage, it and be in full force. The foregoing Orders and signed by me this 1928. L. E. Mayor Pro-tem of th (SEAL) Attest: EDWARD B. M. City Clerk of the City STATE OF CALIFORNIOY COUNTY OF ORANGE CITY OF ANAHEIM I, Edward B. Merge the City of Anaheim that the foregoing Ordinued March 22nd regular meeting of held on the 12th day following vote: AYES: Trustees Franzen and Case. NOES: Trustees. ABSENT AND NO TEE Leonard. And I further cert pro-tem of the City proved, signed and nance on the 12th day IN WITNESS Witness W Samples from both sites absorb water when immersed, resulting in the breaking down of the physical structure. The residual fine-grained clayey mass of the samples at both sites after the structure breaks down is of a character that would form a highly impervious layer. Apparently such layers have formed on the surface of the shale beneath the loose sands and gravels of the canyon floor and protect the formations from further disintegration because the holes on the banks of the river indicate that water has not penetrated the underlying formation at either site, although it is under a water pressure of 40 feet or more. Physical and chemical tests will be made of samples after drilling has progressed further in order to establish the behavior of the underlying formations if a dam was constructed over them. "The indications up to date are that the underlying formations are satisfactory foundations for a dam of the earth-fill type. Earth-fill dams are so named in distinction from dams made of concrete, masonry or loose rock. The greater resistance of the latter materials permit dams to be constructed of them with a smaller cross-section than if constructed of uncemented fine grain material. The larger cross-section of the earth-fill dam adaptes this type to locations of softer rock structures, such as are found in the lower canyon of the Santa Ana river. The great base width of an earth-fill dam spreads the weight over a very large area, while its comparatively flat slopes taper this load gradually on either side of the center line so that there are no sudden changes in loading on the underlying formation. Also, the broad base and thick cross-section offers a large resistance to water percolating through or under an earth-fill dam because of the length of the course it must travel. This prevents percolating water either from saturating the down stream face or from acquiring harmful velocities. Saturation of the down stream face usually causes sloughing, while too high a velocity of percolating water causes 'piping.' Either may cause a dam to fail. As an additional precaution to shut off as much percolating water as possible, more conservative designs place a cut-off wall of impervious material in the dam and extend it downward into the underlying rock formation. "There are probably more earth-fill dams in use than any other type. When equipped with a spillway of adequate capacity so that the dam cannot be overtopped by water in the reservoir, this type when properly constructed, offers a barrier of great strength and resistance because of its large mass. The volume of materials in an earth dam in most instances is considerably greater than needed to resist the water pressure of the reservoir from pushing the dam away. The size of the cross-section is usually determined by the angle of repose of the material in the dam under the most extreme condition of saturation and pressure that may occur with the reservoir full of water. It is necessary that the slopes of the front and back face of the dam be flat." "It is probably not essential for a safe dam of the type under consideration for the Santa Ana that a water tight seal be obtained with the underlying formation. Percolating water through or beneath an earth-fill dam is not harmful if its path of travel is sufficiently long to prevent 'piping' or if its quantity is too small to saturate the downstream slope of the dam. It is only when its velocity of travel or its quantity becomes too large that it impairs their safety. Under the conditions of very considerable depth of loose saturated sand covering the floor of the Santa Ana canyon, a satisfactory cut-off wall will be a large item of expense. Nevertheless, with the promise that the entire coastal plain below the mouth of the Santa Ana canyon will be occupied by residential and industrial areas, it is believed that every precaution for safety should be taken and that a cut-off wall as nearly water-tight as possible should be made part of the dam. "The desirability of securing a high degree of safety in the works of the Orange county flood control district was expressed by your honorable board and committee at the joint meeting in December last as follows: All dams and flood control structures should be laid out primarily for their safety, so that the potential residence values in Orange county may develop to their natural limit without fear of a catastrophe that might result from the failure of one of these structures. In the endeavor to carry out this policy in the formulation of a construction program to be submitted for your final consideration without making this unduly costly, every effort is being made to find the type of construction and layout that will take the fulest advantage of conditions and materials at hand in securing the highest degree of safety at a minimum of expense. The engineering investigations have been planned and are being carried out with greater thoroughness than is often done in order to get the information necessary to do this. When starting the geologic studies in the Santa Ana canyon last November, it was thought that a damite might exist with an underlying hard rock formation suitable for a concrete dam. However, the only hard rock outcrop was found to be shattered by the Whittler-Puente fault and so rendered undesirable for the purpose. The elimination of this possibility requires all comparisons of alternate construction in the canyon to be of earth-fill dams. Since finding this out, study has been directed toward developing the comparative merits in respect to the construction of a satisfactory cut-off, of the damages most favorable geologically, and the most economic method. Dam would be about 40 feet and the base width nearly six times its height. With a drainage system underlying the down stream half of the dam and a reinforced concrete facing on the upstream slope connecting with a cut-off wall extending well into the underlying formation, the explorations to date indicate that a dam of a very high degree of safety may be constructed. "It is probably not essential for a safe dam of the type under consideration for the Santa Ana that a water tight seal be obtained with the underlying formation. Percolating water through or beneath an earth-fill dam is not harmful if its path of travel is sufficiently long to prevent 'piping' or if its quantity is too small to saturate the downstream slope of the dam. It is only when its velocity of travel or its quantity becomes too large that it impairs their safety. Under the conditions of very considerable depth of loose saturated sand covering the floor of the Santa Ana canyon, a satisfactory cut-off wall will be a large item of expense. Nevertheless, with the promise that the entire coastal plain below the mouth of the Santa Ana canyon will be occupied by residential and industrial areas, it is believed that every precaution for safety should be taken and that a cut-off wall as nearly water-tight as possible should be made part of the dam. "The desirability of securing a high degree of safety in the works of the Orange county flood control district was expressed by your honorable board and committee at the joint meeting in December last as follows: All dams and flood control structures should be laid out primarily for their safety, so that the potential residence values in Orange county may develop to their natural limit without fear of a catastrophe that might result from the failure of one of these structures. In the endeavor to carry out this policy in the formulation of a construction program to be submitted for your final consideration without making this unduly costly, every effort is being made to find the type of construction and layout that will take the fulest advantage of conditions and materials at hand in securing the highest degree of safety at a minimum of expense. The engineering investigations have been planned and are being carried out with greater thoroughness than is often done in order to get the information necessary to do this. When starting the geologic studies in the Santa Ana canyon last November, it was thought that a damite might exist with an underlying hard rock formation suitable for a concrete dam. However, the only hard rock outcrop was found to be shattered by the Whittler-Puente fault and so rendered undesirable for the purpose. The elimination of this possibility requires all comparisons of alternate construction in the canyon to be of earth-fill damps. Since finding this out, study has been directed toward developing the comparative merits in respect to the construction of a satisfactory cut-off, of the damages most favorable geologically, and the most economic method." WHEREAS, by age 9th day of April May 3rd, 1927, on DV Vol. 19, page 83 of Certificate No. 4596, County Registrar County, State Of Calif McClurg and May Held grant and connec therin and hereinafter said promissory note terms of said note said note providing payment payments on mencing on the last and continuing month 107 of such payment made, reference to o and note and hereby specifically WHEREAS, there in payment for installment payment September, 1927 that no subsequent l has been made and am mentions for more than stallment payments o f said defaults, Building-Loan Assoc ther whole amount due and immediately proceed to sell said by said deed of trust WHEREAS, there payable on the 1st to said Redland Association, ther sum beingthe am promissory note interest on delinquec costof recording no further sum o f $100 total o f $3742 the ideal design of an earth-fill dam would build the upstream part of the cross-section of impervious materials in order to resist the water under reservoir pressure from percolating into the dam. On the other hand, the down stream part of the cross-section would be constructed of pervious material so that water that enters the dam may have an easy egress. This plan of construction makes it impossible for the entire cross-section of the dam to become saturated and protects it from danger of sloughing on the down stream face. Further protection from saturation and sloughing may be obtained by constructing a water-tight cut-off extending from the top of the dam down into an impervious underlying formation. Still further insurance against the weakening of the dam section through saturation may be obtained by placing a drainage system under the downstream half of the dam. Fortunately, the materials necessary for following this ideal plan of construction are present in abundance in the Santa Ana canyon. The sands, conglomerates and shales disclosed by the geologic investigations offer an unusual wealth of materials for the construction of a dam of the earth-fill type employing the foregoing principles. It was thought that a damsite might exist with an underlying hard rock formation suitable for a concrete dam. However, the only hard rock outcrop was found to be shattered by the Whittier-Puente fault and so rendered undesirable for the purpose. The elimination of this possibility requires all comparisons of alternate construction in the canyon to be of earth-fill lams. Since finding this out, study has been directed toward developing the comparative merits in respect to the construction of a satisfactory cut-off, of the densities most favorable geologically, and the most economic method of employing available materials to secure the greatest safety." FOR SALE— $500 PER ACRE Down payment will handle 10 acres; beautiful building knoll; 1-3 Valencias, 2-3 lemons. Located on Telegraph road, about 3.2 miles west of La Habra. Full price, only $1600 per acre, for 10 days. Fine water right. Brokers please list. O. T. GREGG, Ownor 411 Security Bldg., Long Beach, Cal. ORDINANCE NO. 522 AN ORDINANCE OF THE CITY OF ANAHEIM, AMENDING SECTION 15 OF ORDINANCE NO. 442, AS AMENDED BY ORDINANCE NO. 498, AS AMENDED BY ORDINANCE NO. 504, ORDINANCE NO. 442 BEING ENTITLED: "AN ORDINANCE PROVIDING FOR THE LICENSING OF BUSINESS, PROFESSIONS, SHOWS, EXHIBITIONS AND GAMES CONDUCTED OR CARRIED ON IN THE CITY OF ANAHEIM, FIXING THE RATE OF LICENSE THEREFORE, PROVIDING FOR COLLECTION THEREOF, AND FIXING PENALTIES FOR THE VIOLATION THEREOF." THE CITY COUNCIL OF THE CITY OF ANAHEIM DO ORDAIN AS FOLLOWS: SECTION 1. That Section 15 of Ordinance No. 442 of the City of Anaheim, as amended by Ordinance No. 498, as amended by Ordinance No. 504, other than bona-fide subscribers or be, and the same is hereby amended to read as follows: For every person, firm or corporation conducting, managing or carrying on the business of distributing, advertising samples, hand-bills, dodgers or newspapers to any person or persons purchasers for said newspaper. Twenty ($20.00) Dollars per day. For the purpose of this Section, the expression "carrying on the business" is defined to be, and is construed to mean the doing of any act or series of acts of distributing of said hand-bills, dodgers or newspapers, in the manner in this Section specified. SECTION 2. All Ordinances or parts of Ordinances in conflict with the provisions of this Ordinance are hereby repealed. SECTION 3. The City Clerk of the City of Anaheim shall certify to the passage of this Ordinance, and cause the same to be published once in the Anaheim Gazette, a weekly newspaper of general circulation, published in the City of Anaheim, and from and after its final passage, it shall take effect, and be in full force. The foregoing Ordinance is approved and signed by me this 12th day of April, 1928. L. E. MILLER, Mayor Pro-tem of the City of Anaheim. (SEAL) Attest: EDWARD B. MERRITT, City Clerk of the City of Anaheim. STATE OF CALIFORNIA, COUNTY OF ORANGE. CITY OF ANAHEIM. I. Edward B. Merritt, City Clerk of the City of Anaheim do hereby certify that the foregoing Ordinance was introduced March 22nd and adopted at a regular meeting of the City Council held on the 12th day of April, 1928, by the following vote: AYES: Trustees Miller, Grafton, Franzen, and Case. NOES: Trustees, None. APSENT AND NOT VOTING: Trustee Leonard. And I further certify that the Mayor pro-tem of the City of Anaheim approved, signed and attested Ordinance on the 12th day of April, 1928. IN WITNESS WHEREOF, I have Hudson AND Essex Sales and Service BARGAINS IN USEDCARS BONEY & BENNIS Hudson-Essex Dealers 332 W. Center St., Anaheim Interest conveyed to them by said deed of trust in and to all of the following described real property situate in County of Orange, State of California, described as follows: Lot Three (3) in Tract 787, as per map recorded in Book 24, Page 9 of Miscellaneous Maps, Records of Orange County, California, or so much thereof as said trustees shall deem necessary to pay all principal, interest, charges, trustees' fees, counsel fees, costs and interest to date of sale, secured by said trust deed. IN WITNESS WHEREOF, W. T. Bill and A. E. Ball have set their hands this 1st day of March, 1928. W. T. BILL, A. E. BALL, SALE UNDER FORECLOSURE OF MORTGAGE IN THE SUPERIOR COURT, IN AND FOR THE COUNTY OF ORANGE, STATE OF CALIFORNIA WESTERN LOAN & BUILDING COMPANY, a corporation. VS. GEORGE W. SOUDER and LAURA A. SOUDER, his wife; WILLIAM L. WATERS, RELIABLE TITLE COMPANY, a corporation, Trustee; N. V. CRAMIER and GERTRUDE E. CRAMER, his wife. Defendants Under and by virtue of a decree of foreclosure and order of sale duly made and entered in the Superior Court of the County of Orange, State of California, on the 23rd day of March, A. D., 1928, and a Writ of Execution for the enforcement of judgment requiring sale NOTICE OF TRUSTEE'S SALE WHEREAS, by a deed of trust dated the 9th day of April, 1927, recorded May 3rd, 1927, on Document No. 8192, Vol. 19, page 83 of Register of Titles, Certificate No. 4596, in the office of the County Registrar of Titles, Orange County, State of California, Howard E. McClurg and May H. McClurg, his wife did grant and convey the property therein and hereinafter described to W. T. Bill and A. E. Ball, trustees as joint tenants, to secure among other things the payment to Redlands Building-Loan Association, a corporation, party of the third part in said deed of trust, of the one promissory note therein referred to, with interest on said promissory note according to the terms of said note and deed of trust, said note providing for monthly installment payments of $49.00 each, commencing on the 1st day of May, 1927, and continuing monthly thereafter until 107 of such payments shall have been made, reference to said deed of trust and note and the record thereof is hereby specifically made; and; WHEREAS, there has been a default in the payment of said note in that the installment payment due on the 1st day of September, 1927 was not made and that no subsequent installment payment has been made and that said makers are in arrears in said installment payments for more than three of said installment payments and that by reason of said defaults, the said Redlands Building-Loan Association did declare the whole amount of the indebtedness due and immediately payable and did demand in writing that said trustees proceed to sell said premises granted by said deed of trust according to the terms and conditions thereof; and; WHEREAS, there is now due and payable on the 1st day of March, 1928, to the said Redlands Building-Loan Association, the sum of $3592.32 such sum being the amount due on said promissory note and accrued interest in interest on delinquent installments and cost of recording notice of default, and the further sum of $50.00 trustees' fees under the said deed of trust, and the further sum of $100.00 attorneys' fees, total of $7742.32; and; AYES: Trustees Miller, Grafton, Franzen, and Case. NOES: Trustees None. ABSENT AND NOT VOTING: Trustee Leonard. And I further certify that the Mayor pro-tem of the City of Anaheim approved, signed and attested said Ordinance on the 12th day of April, 1928. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the seal of said City, this 12th day of April, 1928. (SEED B. MERRITT. City Clerk of the City of Anaheim. NOTICE OF TRUSTEE'S SALE WHEREAS, by a deed of trust dated the 20th day of June, 1927, recorded July 11th, 1927 on Document No. 8192, Vol. 19, page 158 of Register of Titles, Certificate No. 4672, in the office of the County Registrar of Titles, Orange County, State of California, Lewis I. Turner and Mary J. Turner, his wife did grant and convey the property therein and hereinafter described to W. T. Bill and A. E. Ball, trustees as joint tenants, to secure among other things the payment to Redlands Building-Loan Association, a corporation, party of the third part in said deed of trust, of the one promissory note therein referred to, with interest on said promissory note according to the terms of said note and deed of trust, said note providing for monthly installment payments of $49.00 each, commencing on the 1st day of May, 1927, and continuing monthly thereafter until 107 of such payments shall have been made, reference to said deed of trust and note and the record thereof is hereby specifically made; and; WHEREAS, there has been a default in the payment of said note in that the installment payment due on the first day of September, 1927 was not made and that no subsequent installment payment has been made and that said makers are in arrears in said installment payments for more than three of said installment payments and that by reason of such defaults, the said Redlands Building-Loan Association did declare the whole amount of the indebtedness due and immediately payable and did demand in writing that said trustees proceed to sell said premises granted by said deed of trust according to the terms and conditions thereof; and; WHEREAS, there is now due and payable on the 1st day of March, 1928, to the said Redlands Building-Loan Association, the sum of $3094.17 such sum being the amount due on said promissory note and accrued interest, interest on delinquent installments and cost of recording notice of default, and the further sum of $50.00 trustees' fees under the said deed of trust, and the further sum of $100.00 attorney's fees or a total of $3244.17; and; WHEREAS, in accordance with the provisions of Section 2924 of the Civil Code of the State or California, said in County Of Orange State Of California described as follows: Lot Three (3) In Tract 787 as per map recorded in Book 24 Page 9 Of Miscellaneous Maps Records Of Orange County California or so much thereof as said trustees shall deem necessary to pay all principal interest charges trustees' fees counsel fees costs and interest to date sale secured by said trust deed. IN WITNESS WHEREOF, W. T. Bill and A. E. Ball have set their hands this 1st day of March, 1928. W.T.BILL A.E.BALL Trustees. Under and by virtue of a decree of foreclosure and order of sale duly made and entered in the Superior Court of the County Of Orange State Of California on the 23rd day of March A.D., 1928,and a Writ Of Execution for the enforcement of judgment requiring sale property under foreclosure of mortgage issued out of the said Superior Court on the 23rd day of March A.D., 1928.in the above entitled action in favor of Western Loan & Building Company,a corporation Plaintiff,and against George W.Souder et.ux..et al.Defendants,a copy of which said decree foreclosure duly attested under the seal of the said Superior Court on the 23rd day of March A.D.,1928,and to me delivered on the 28th day of March 1928,together with the said writ annexed thereto whereby I am commanded to sell at public auction for cash in Lawful Money of the United States,the following and in said decree described real estate: Situated in the County Of Orange State Of California,and more particularly described as follows.to-wit: Lot four (4)and the South Ten (10) feet of Lot Three (3),Block "D."Tract No.524as shown on a map recorded in Book 22 Page I.Miscellaneous Maps records.of.said county. Together with all and singularthe tenements,herditaments and appurtenances thereunto belonging or in any wise appertaining. Public notice is hereby given that on Thursday,the 26th day of April,A.D.,1928.at ten o'clock A.M.of said day,i will proceed to sell at the south doorof the court house.In the CityOf Santa Ana.at public auction.tothe highest bidder for cash.In LawfulMoneyoftheUnitedStates.alltheabovedescribedrealestate.orso muchthereofaswill be sufficientto satisfysale decree for principal,intendallcosts. Given under my hand this 3rd dayof April.A.D.,1928. SAM JERNIGAN, Sheriff. BICKSLER,SMITH & PARKE. Attorney for Plaintiff. Citizens National Bank Ltd. Los Angeles,Calif. 4-5-3t CHURCH CALENDAR Baptist Calvary Baptist Woman's Union first Thursday.all day. World Wide Guild.last Friday evening. Baptist Young People's Union every Sunday evening. Sunday School.Eulogia Class first Tuesday evening. Sunday School.Fellowship Class. demand in writing that said trustees proceed to sell said premises granted by said deed of trust according to the terms and conditions thereof; and; WHEREAS, there is now due and payable on the 1st day of March, 1928, to the said Redlands Building-Loan Association, the sum of $3592.32, such sum being the amount due on said promissory note and accrued interest on delinquent installments and cost of recording notice of default, and the further sum of $50.00 trustees' fees under the said deed of trust, and the further sum of $100.00 attorney's fees, or a total of $3742.32; and; WHEREAS, in accordance with the provisions of Section 2924 of the Civil Code of the State of California, said Redlands Building-Loan Association, the owner and holder of said note and trust deed, did, on the 19th day of November, 1927, cause to be recorded in the office of the County Recorder of Orange County, California, and also in the office of the County Registrar of Titles, Orange County, California, notices of such default and its election to cause the property described in said deed of trust to be sold in accordance with the provisions thereof to satisfy said obligations, which notice of default and election to sell was duly recorded in Book 96, page 344 of Official Records in the office of the County Recorder of Orange County, California, and as Document No. 8557 in the office of the County Registrar of Orange County, California, on Certificate No. 4596, Vol. 19. Page 83 of Register of Titles, Orange County, California; and; WHEREAS, more than three months have elapsed since the recordation of said notice and there now remains due and unpaid to the Redlands Building-Loan Association, as aforesaid, the sum of $3742.32 in accordance with the provisions of said trust deed. NOW THEREFORE, notice is hereby given that W. T. Bill and A. E. Ball, by virtue of the authority vested in them as trustees, will sell at public auction to the highest bidder for cash, lawful money of the United States, on the 24th day of April, 1928, at the hour of 11:00 o'clock A.M. of said day, at the Front entrance of the City Hall, in the City of Anaheim, County of Orange, State of California, all of the CHURCH CALENDAR Baptist, Calvary Baptist Woman's Union first Thursday, all day. World Wide Guild, last Friday evening. Baptist Young People's Union every Sunday evening. Sunday School, Eulogia Class first Tuesday evening. Sunday School Fellowship Class fourth Tuesday evening. Baptist, German Ladies' Aid Missionary, first Thursday afternoon. Sunday School Philathea Class, first Tuesday evening. Bible Classes, Non-Sectarian Bible Study Class, every Wednesday afternoon. Cottage Bible Class, every Monday evening. Catholic, St. Boniface Young Ladies' Institute first and third Tuesday evening. Young Men's Institute second and fourth Tuesday evening. Episcopal, St. Michael's Helpers' Guild, second and fourth Thursday afternoon. Evangelineal Woman's Missionary Society first Thursday afternoon. Walther League, second Tuesday evening. Methodist Episcopal White Temple Ladies' Aid Society, first Thursday afternoon. Women's Foreign Missionary Society second Thursday afternoon. W.F. M.S., King's Heralds, second Saturday afternoon. Woman's Home Missionary Society third Thursday afternoon. ANAHEIM'S NESS AND PROFESSIONAL DIRECTORY Anaheim, Cal. Phone 870 ELMORE FUNERAL HOME Successor to W. S. Hudale Mrs. Harry Elmore, Lady Assistant Harry Elmore, Director S. Lemon Street at Broadway J. W. Truxaw, M. D. Physician and Surgeon Office Phone 341-J Res., 887 S. Los Angeles St. Residence Phone. 341-M Hours: 11-12; 2-4; 7-8 Golden State Bank Bldg. Cor. Center and L. A. Sts. ANAHEIM, CALIF. CHIROPRACTIC AND General Drugless Practice (State Medical Board License) 14 Years Steady, Successful Practice Dr. Gustav A. Neth 110 N. Resh St. Telephone 80 Cor. W. Center and Resh, Anaheim 240 Feet Private Auto Parking Space Johnston-Wickett Clinic ANAHEIM, CALIF. Hours: 8:00 A.M. to 5:00 P.M. CHAS. L. REESKE Anaheim's Exclusive Tailor Suits made to order in Angheim at very reasonable prices Phone 337-J Open Evenings Sunday by Appointment DR. OSHER PHYSICIAN AND SURGEON CHAS. L. REESKE Anaheim's Exclusive Tailor Suits made to order in Angheim at very reasonable prices I also do Altering and Repairing on ladies' and gentlemen's garments 114 So. Lemon Phone 180 TIMETABLE A. T. & S. F. By Coast Lines In effect April 15, 1928 Trains to Los Angeles *No. 79 6:35 A.M. No. 71 11:07 A.M. $No. 78 4:48 P.M. No. 75 8:52 P.M. Local 3:35 P.M. Trains From Los Angeles No. 78 2:00 A.M. No. 72 10:80 A.M. $No. 52 11:32 A.M. No. 74 3:46 P.M. No. 76 7:24 P.M. San Bernardino train 5:20 P.M. (Arsive Fullerton 6:02 P.M.) *Through sleepers to Kansas City, Minneapolis, Chicago and Grand Canyon. *Through sleepers to Denver, St Louis, Chicago and Grand Canyon connections. San Bernardino and River-side connection. $Through sleepers to Chicago from San Diego for "The Chief," Phoenix, Houston, Galveston and New Orleans connections. C. A. WALKER Agent. Epworth League (Departmental), every Sunday evening. Sunday School, Phillips Class, fourth Thursday, all day. Sunday School, Y. M. P. Class, fourth Tuesday evening. Sunday School, Y. M. P. Club, second Tuesday afternoon. Sunday School, Philathea, second Tuesday evening. Methodist Episcopal Free Woman's Missionary Society, second Tuesday afternoon. Young People's Missionary Society, second Friday evening. Nazareene Woman's Missionary Society, first Thursday afternoon. Young People's Society, every Sunday evening. Presbyterian Flower Mission, first Thursday afternoon. Woman's Bible Class, second Thursday afternoon. Hours: 8:00 A.M. to 5:00 P.M. Phone 337-J Open Evenings Sunday by Appointment DR. OSHER PHYSICIAN AND SURGEON Eye, Ear, Nose and Throat Dentist—Painless Extraction Oculist—Glasses Fitted 107½ East Center St., Anaheim, Cal. Valencia Barber Shop ALL HAIR CUTTING 25¢ 226 E. Center Street EVA LYONS SMITH Piano APT. 7—KRAEMER BLDG. 222 EAST CENTER ST. PHONE 692 Will Use All Horse-Drawn Tools $375—Easy Terms W. P. McCARTHY 1201 East Sixth St., Los Angeles WANTED AVOCADO SEEDS A. R. Rideout, Whittier, Calif. Office Hours: 9 to 12, 2 to 5 Phone 221-W WANTED AVOCADO SEEDS A. R. Rideout, Whittier, Calif. Office Hours: 9 to 12, 2 to 5 Phone 221-W DR. W. W. ADAMS OSTEOPATH 312 N. Lemon Street Anaheim California Does Your Roof Leak? Let us tell you how little it costs to re-roof with Wood or Composition Shingles or Roofing Paper. Ganahl-Grim Lumber Company 501 E. Center St. Phone 35 Anaheim, Calif. ANAHEIM FEED AND FUEL CO. Dealers in GRAIN FLOUR SEEDS WOOD COAL HAY Phone 317 W. D. GRAFTON, Prop. Public Weighting Seales