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HomeMy WebLinkAboutOrd 3233 07/06/1982 RDINANCE NO. 3233 AN ORDINANCE TO AMEND CHAPTER 22 ENTITLED "WATER, SEWER AND FLOOD PLAIN REGULATIONS" OF THE VILLAGE CODE OF MOUNT PROSPECT, ILLINOIS PASSED AND A_DPROVED BY THE PRESIDENT AND BOARD OF TRUST~:~'-q THE 6th DA/f OF July , 1982 Published in pamphlet fonm by authority of the corporate authorities of the village of ~4ount Prospect, Illinois the 7th day of July , A.D. 1982. RDINANCE NO. 3233 AN ORDINANCE TO AMEND CHAPTER 22 ENTITLED "WATER, SEWER AND FLOOD PLAIN REGULATIONS" OF THE VILLAGE CODE OF MOUNT PROSPECT, ILLINOIS BE IT ORDAINED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF MOUNT PROSPECT, ILLINOIS: SECTION ONE: Chapter 22 entitled "Water, Sewer and Flood Plain Regulations" of the Village Code of Mount Prospect, Illinois, 1982 is hereby amended as follows: By deleting Article II thereof, entitled, Sanitary Sewers", in its entirety, and by substituting therefore a new Article II entitled "Sanitary Sewers" to read: ARTICLE II SANITARY SEWERS SECTION: 22.201. 22.202. 22.203. 22.204. 22.204.1. 22.204.2. 22.204.3 22.204.4. 22.204.5. 22.204.6. 22.205. 22.206. Definitions Connection Required Sewer Connection: Permits, Application, Fee Specifications Sanitary Sewer Construction and Materials Building and House Sanitary Sewer Services Trench Backfill Manholes Protection of Property and the Public' As Built Drawings Ownership of Sanitary Sewer System Penalty Section 22.201 Definitions. Ail words and phrases, not de- fined in the following text, which shall take precedence, shall be in accordance with, "Glossary - Water and Sewage Control Engineering", published by the American Society of - 1 - ivil Engineers, the American Water Works Association and the Federation of Sewage and Industrial Wastes Association. BUILDING AND HOUSE SANITARY SEWER SERVICE: That part of the sanitary sewer between the connection to the sanitary sewer main, including the connection, and the external walls of the building. ENGINEER: The Village Engineer or his author- ized representatives. GARBAGE: Solid wastes from the domestic and commercial preparation, cooking, and dispensing of food, and from the handling, storage and sale of produce. INDUSTRIAL WASTES: Liquid wastes from industrial manu- facturing processes, trade or business as distinct from sanitary sewage. INTERCEPTING SEWER: A Metropolitan Sanitary District sewer into which the sewage from a sanitary sewer main or mains is discharged and is transmitted to a sewage treatment plant. NATURAL OUTLET: Any outlet in a watercourse, pond, ditch, lake or other body of sur- face or ground water. PROPERLY SHREDDED GARBAGE: The wastes from the preparation, cooking and dispensing of food that have been shredded to such a degree that all particles will be carried freely under the flow conditions prevailing in public sewers with no particle greater than one-half inch (%") in any dimension. PUBLIC SEWER: A sewer in which all owners of abutting properties have equal rights and is controlled by public authority. SANITARY SEWER: A sewer that carries liquid and. water-carried wastes from residences, commercial or industrial plants and institutions, together with minor quantities of storm, surface and ground waters that are not ad- mitted intentionally. SANITARY SEWER MAIN: A sewer into which the sewage from two (2) or more building sanitary sewer services is discharged~ - 2 - EWAGE: SEWAGE TREATMENT PLANT: SEWER: SEWERAGE SYSTEM: STORM SEWER: SUSPENDED SOLIDS: TRUNK LINE: USER: A combination of the liquid and water-carried waste from residences, single or multiple, commercial or industrial buildings and institu- tions. (Also known as Wastewater). Any arrangement of devices and structures used for treating sewage. A pipe or conduit that carries wastewater or drainage water. The facilities for collecting, con- veying, treating and disposing of sewage. A sewer that carries stormwater and surface water but excludes domestic sewage and industrial wastes. Solids that either float on the surface of, or are in suspension in water, sewage or other liquids, and which are removable by labora- tory filtering. A line which collects sewage from one or more sanitary sewer main lines and carries it to either an interceptor or a treatment plant. The word "user" may be used with reference to: A. Residential user shall be deemed to be the owner, tenant or occupant of a single family dwelling connect- ed to Mount Prospect sanitary sewer main line. B. Multiple dwelling unit user shall be deemed the owner, tenant or occupant of a building devoted to resident purposes which contains two (2) or more single-family dwellings~ which building is directly or indirectly connected to a Village sanitary sewer main line. C. Industrial or commercial user shall be deemed to be the owner, tenant or occupant of any establish- ment, which owner, occupant or tenant is not a residential user as defined in Section 201 of this Article or a multiple dwelling unit used as defined in Section 202 of this Article, but which establishment has sanitary sewer facilities directly - 3 - SER: (Con' t) or indirectly connected to a Mount Prospect sanitary sewer main line. D. Collector as used herein shall mean the Village Treasurer appointed to issue all bills and collect all charges. WATERCOURSE: A channel in which a flow of water occurs, either continuously or intermittently. Section 22.202 Connection Required. The sanitary sewer facil- ity of any building, requiring such sanitary sewer facilities located within the Village, which building is located within two hundred feet (200') of a sanitary sewer main line, shall have said sanitary sewer facilities connected to the said sanitary sewer main line. Any parcel and/or building located outside the Village would be required to annex into the Village. Prior to connecting onto the Village sewer system, and any and all expenses incurred to extend said sewer system would be totally at the owners expense. Section 22.203 Sewer Connection; Permits, Application, Fee. No connection with a sewer main shall be made without a permit being issued, all required fees paid as outlined in Chapter 21 Article VI Section 21.609 and twenty-four (24) hours notice having been given to the Director of Public Works. Applica- tions for connections shall be made to the Director of Code Enforcement. A. There shall be three (3) classes of sewer permits: 1. For a single family residential building connecting to or extending an existing main line sewer; For a multiple residential connecting to or extending sewer; and building (or buildings), an existing main line 3. Industrial or commercial buildings connecting to or extending an existing main line sewer. Each permit application shall be submitted, with the required Metropolitan Sanitary District plans and docuL ments, or with forms provided by the Village under its jurisdiction only. All permit applications shall be supplementel with plans, specifications and additional information as required by the Village Engineer.' Section 22.204 Specifications. Sanitary sewer systems shall be designed in accordan' with "Illinois Recommended Standards for Sewage Works (Latest Edition) as published by the Illinois Environmental Protectio~ Agency, Division of Water Pollution Controls; "The Industri&~ Waste Ordinance of the Metropolitan Sanitary District; "The Sewer Permit Ordinance of the Metro- politan Sanitary Dist~3ict" and "The Ordinance for the Control and Abatement of Pollution of Water Within the Metropolitan Sanitary District", and all of the above and other sanitary district regulations shall overn the minimu~ engineering standards for the design, con- struction and maintenance of sewers and sewerage systems within the sanitary district, including, as to types of materials, method of installation, maximum permissible rates of infil- tration and other engineering parameters including but not limited to the following: Section 22.204.1 Sanitary Sewer Construction and Materials. Ail sanitary sewer mains shall have a minimum internal diameter of eight inches (8"). Sanitary sewer services shall have a minimum internal diameter of six inches (6") · Sanitary sewers with internal diameter between eight inches (8") and twenty one inches (21"), and sanitary sewer services, shall b~ constructed of extra strength vitrified clay pipe in conformance with the specifica- tions of the American Society for Testing Materials, Designation C-200, or Truss Pipe (A.B.S. Pipe) -- A.S.T.M. D-2680. Sanitary sewers with internal diameter twenty four inches (24") and over shall be constructed of either reinforced concrete pipe conforming to the American Society for Testing Materials, Designation C-76, wall thickness B, or Asbestos Cement Pipe conforming to the American Society for Testing Materials, Designation D-1069. Amvit joints or other approved joints of.materials having resilient properties for vitrified clay pipe sanitary sewer services shall be the compression type in conformance with the specifications of the American Society for Testing Materials, Designation C-425-60T. Joints for reinforced concrete sewers shall be ~ rubber gaskets conforming to American Society for Testinq Materials, Designation C-443. Joints for asbestos cement pipe shall consist of an asbestos cement sleeve, made from material similar to the pipe, and two (2) rubber ring gaskets, all designed and suitable for connecting the lengths of pipe together. Rubber gaskets shall be of uniform thickness throughout, smooth, free from pitting, blisters, air checks and other imperfections. Ail pipe installation shall be in accordance with ASTM Designation C12. pction 22.204.2 Building and House Sanitary Sewer Services. ae Sanitary sewer services shall in general be constructed in accordance with the specifications in Section 22.204.1 above, with the exception that the maximum length of building sanitary sewer service shall not ex- ceed one hundred twenty feet (120') in length. If this length is exceeded, an intermediate manhole shall be constructed· Installation. Ail service pipes from the main to the premises served shall be installed by, and at the cost of, the owner of the property to be served on the appli- cation for the service. Such installations shall be under the inspection of the Director of Public Works or his authorized representative. Minimum slope for all building sanitary services shall be one-eighth inch (1/8") per foot. A lesser slope as approved by the Director of Public Works may be used for pipe ~izes larger than six inches (6"). De The connection of the sewer service to the s~nita~f sewer main shall be made at an existing wye branch if avail- able. If a wye branch is not available, the tap (connection) to the sewer main shall be made by a circular saw- cut of sewer main by proper tools ("Sewer-Tap" machine or similar), and proper installation of hub wye saddle or hub tee saddle, in accordance with manufacturer's recommendations. Ail such connections must be inspected by the Director of Public Works or his authorized repre- sentative. After the connection has been made, it shall be made secure and watertight by encasement in concrete. Bedding shall be required for all sewer construction except ductile iron pipe and shall be not less than four inches (4") thick. Material for bedding shall be crushed limestone gradiation CA6 in conformance with Article 704.01 of the Illinois Standard Specifications for Road and Bridge Construction. Ail sanitary services shall be "overhead" installations. If buildings have basements, a pump or ejector shall ~ be provided to pump the wastewater to the sanitary sewer service in accordance with the Village Plumbing Code. Ail floor drains ' ~11 be connected to sump pumps dis- charged into the ~'~nitary sewer system. Footing drains sh~ ! be connected to sump pump and dis- charged to drainage swales in rear of yards or dis- charged to the storm sewer. H. Downspouts shall discharge on ground surface. - 6 - epairs. Ail repairs for service pipes and plumbing systems of buildings shall be made by and at the expense of the owners of the premises served. The Village may, in case of an emergency, repair any service pipe and if this is done the cost of such repair work shall be repaid to the Villag~ by the owner of the premises served. Excavations. Excavations for installing service pipes or repairing the same shall be made in compliance with the ordinance provisions relating to making excavations in streets or public right-of-ways. Section 22.204.3 Trench Backfill. ao Ail trenches caused by the construction of sewers, water mains, water service pipes and in excavation around catch basins, manholes, inlets and other appurtenances which occur within the limits of existing or proposed pavements, sidewalks and curb and gutters shall be backfilled with trench backfill. Trenches and excavations near or adjacent to proposed or existing pavements, sidewalks and curb and gutters shall be backfilled with trench backfill to an elevation equal to the intersection of a one to one slope line from the top of the pavement sidewalks or curb edge, with a vertical line through the nearest edge of the trench or excavation. Trench backfill shall consist of sand, pitrun gravel or crushed stone and shall be compacted in place to ninety five percent (95%) of maximum density at optimum moisture as determined by the Standard Proctor Test. Section 22.204.4 Manholes. Manholes for sanitary sewers thirty six inches (36") and smaller shall have an inside diameter of forty eight inches (48"), and a six inch (6") thick precast ~concrete base, in one piece, bedded in at least two inches (2") of gravel or crushed stone. Be Manhole sidewa~ s shall be of construction which shall have thickness. precast concrete ring a five inch (5") minimum Ce Manhole bases for sewers with an internal diameter forty two inches (42") and larger shall be constructed of reinforced concrete. De Frames and grates for manholes shall be similar to Neenah manufacture No. R-1015, with a combined weight of five hundred forty (540) pounds. The frames shall be set in a full mortar joint on each structure. Ail sanitary sewer manholes constructed within a flood plain, as designated on the maps prepared by the United States Geological Survey, shall be abov~ the record high elevation which is also known as the flood protection elevation. - 7 - e When the manhole rim is less than two and one-half feet (2%') above the floud protection elevation an approved watertight manhole cover must be provided. On all main sanitary sewer lines, manholes shall be constructed at intervals not less than one for every three hundred (300) lineal feet of sewer line. Section 22.204.5 Protection of Property and the Public. Means shall be taken to protect all public and private property in the construction area. All areas disturbed by construction shall be restored to original condition, including, but not limited to, streets, sidewalks, parkways, trees, bushes and fences. The provisions of this Village Code relating to excavations in streets shall be complied with in making excavations in streets or other public places. Co Ail other excavations shall be adequately guarded with barricades and lights so as to protect the public from hazard. Section 22.204.6 As Built Drawings. For all projects in- volving extension of a sanitary sewer main, there shall be submitted to the Village Engineer three (3) copies of an "as built" plan showing the actual locations and grades of sewers, manholes and sewer services. Section 22.205 Ownership of Sanitary Sewer System. Ail right, title and interest in and to the improvement authorized by the sewer permit shall vest in the Village and shall remain the sole property of the said ~illage so long as same remains connected to the public sewer system excepting as otherwise herein provided. The President and Board of Trustees reserves the right to require at any time subsequent to the application for a permit, the execution of an easement agreement in the form and of the content determined by the Village Engineer and the Director of Public Works, providing adequate access to the improvement and sufficient for maintenance, improvement and/or repair thereof. In every instance where a sanitary sewer main is listed on the Sewer Main Participation Schedule kept on file with the office of the Village Clerk where the Village has participated in the costs of construction of any such sanitary sewer main, no applicant for a permit under the terms of this Article shall be authorized to connect into or otherwise tap on to such sanitary sewer main until such applicant shall have first paid to the Village a tap-on fee therefor in an amount equal to his pro-rata share based on the contract price for the con- struction of said sewer main. Section 22.206 Penalty. Any person violating any provision of this Article shall be fined not less than twe-nty five dollars ($25.00) nor more than two hundred dollars ($200.00) for each offense; and a separate offense shall be deemed committed on each day during or on which a violation occurs or continues. SECTION TWO: This Ordinance shall be in full force and effect upon its passage, approval and publication in accordance with law. PASSED THIS 6th day of July , 1982. AYES: Farley Floros Miller NAY S: None ABSENT: Arthur Murauskis APPROVED THIS 6th day of ATTEST: VILLAGE CLERK Wattenberg July , 1982. Vt LINAGE PRESIDENT - 9 -