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Show quired and porches of all types of construction shall be considered as part of the building. The cast iron, vitrified clay, or concrete pipe shall be sound, free from holes or cracks. Without traps, valves, or other obstructions obstruc-tions which might prevent or retard re-tard the free passage of air or sewage. The following weights per linear lin-ear foot for cast iron pipe will be accepted: 4-inch, standard, 6 pounds per linear foot. 4-inch, medium, 9 pounds per linear foot. 4-inch, extra heavy, 13 pounds per linear foot. In the use of 5 or 6 inch cast iron pipe the corresponding standards may be used and all fittings used in connection with any of the above sizes shall correspond with It in weight and quality. The joints for vitrified clay and concrete pipe shall be an asphalt compound joint. The joints for cast iron pipe shall be made of soft lead, thoroughly caulked, and oakum gaskets shall be used in all joints, tightly caulked so as to prevent lead from being forced through and forming projections necessary shall be done to keep the trench and sewer free from surface or ground water during the progress of the work. In wet trenches a channel shall be kept open on one side to conduct the water to a sump where it shall be pumped or drained off, and no water shall be allowed to enter the sewer at any time during construction. con-struction. Whenever necessary, the trench shall be properly timbered tim-bered to prevent the sides from caving in. No tunneling shall be allowed except where absolutely necessary and then only by permission per-mission of the Superintendent of Sewers. All gas and water pipes and other conduits encountered shall be carefully supported and protected from injury until the backfilling is completed. If the sewer trench passes through any cesspool, or other pits, the pipe shall be satisfactorily supported. All sewer connections shall be backfilled around and over the pipe for a depth of two (2) feet with fine material carefully tamped. tamp-ed. The remainder of the backfilling back-filling shall be completed with good material well tamped or settled set-tled with water as may be, directed direct-ed by the Superintendent of Sewers. ORDINANCE AN ORDINANCE AMENDING SECTION XVH OF AN ORDINANCE ORDI-NANCE OF SPRINGVILLE, UTAH, AS PASSED BY THE CITY COUNCIL OF SPRINGVILLE SPRING-VILLE AUGUST 15, 1938, RELATING RE-LATING TO SEWERS. BE IT ORDAINED BY THE CITY COUNCIL OF SPRINGVILLE, SPRING-VILLE, UTAH: SECTION I. Section Amended. That Section XVII of an Ordinance Ordi-nance of Springville, Utah, passed by the City Council of Springville, Utah, on the15th day of August, 1938 relating to Sewers be and the same is hereby amended to read as follows: SECTION XVH. SEWER CONNECTIONS. CON-NECTIONS. BUILDING SEWERS. SEW-ERS. A building sewer or sewer connection shall be deemed that part of the piping extending from the building drain to its connection connec-tion with the main sewer. It shall be unlawful for any person per-son to construct or attach any private pri-vate drain with the public sewers of Springville, except upon full compliance with the provisions of this ordinance. 1 All sewer connections or building build-ing sewers" shall be not less than 4 inches nor more than 6 inches inside diameter. A building sewer sew-er shall be of standard cast Iron pipe, vitrified clay pipe or concrete con-crete pipe. The kind to be used to be approved by the superintendent of sewers. Concrete driveways to garages underneath or adjoining residences where foundation walls are re- SECTION H. In the opinion of the City Council of Springville, Utah, it is necessary to the peace, health and safety of the inhabitants inhabi-tants of Springville that this ordinance ordi-nance shall become effective immediately. im-mediately. SECTION m. This ordinance shall take effect at once upon its passage and first publication. PASSED by the City Council of Springville, Utah, this 7th day of August, A. D., 1944. EMIL OSTLUND, Mayor. GLENN HANSEN, City Recorder. STATE OF UTAH : COUNTY OF UTAH : SS SPRINGVILLE : I, the undersigned city recorder of Springville, Utah, do hereby certify the above and foregoing to be a full, true, and correct copy of the ordinance passed by the City Council of Springville, Utah, on the 7th day of August, A. D., 1944, entitled, "An Ordinance Amending Section 17 of an Ordinance Ordi-nance of Springville, Utah, as passed by the City Council of Springville on the 15th day of August, 1938, Relating to Sewers." IN WITNESS WHEREOF, I have hereunto setmy hand and affixed the corporate seal of the City of Springville this 7th day of August, A. D., 1944. GLENN HANSEN, City Recorder. on tne interior ot the pipe. The joint at the Y where the latter connect onto the main sewer sew-er shall be entirely surrounded with a concrete collar of a design approved by the Superintendent of Sewers. All building sewers shall be tested for leaks in the presence of the inspector by filling the line with water from the "Y" on the main sewer to the top of the clean-out, clean-out, and every joint shall be water tight before being accepted by the inspector. All pipe must be laid on a firm bed, true to the line and grades given by the Superintendent of Sewers, on a uniform grade not less than 1.67 feet per 100 feet for four (4) inch pipe, and not less than 0.8 feet per 100 feet for six (6) inch pipe. All changes in direction must be made by the use of properly curved pipes of not more than one-eighth one-eighth bend. A clean-out must be located on the property line, except in alleys, where it may be 25 feet from the street line. Additional clean-outs shall be placed every fifty feet along a four-inch sewer and one hundred feet along a six-inch sewer. sew-er. At the end of the sewer a four-inch clean-out must be placed. The backfilMng of the trench shall not be made until the specified speci-fied water test shall have been made and approved by the Superintendent Super-intendent of Sewers. In excavating the sewer trench, bell holes must be dug under all bell ends of the pipe so that all joints can be easily made and examined. ex-amined. All work that may be |