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HomeMy WebLinkAboutRESOLUTION - 14-64 - 4/23/1964 - WATER SEWER PERMITSRESOLUTION NO. 14-64 A RESOLUTION ADOPTING PROCEDURES FOR OBTAINING THE WATER AND SEWER PERMITS BY THE VILLAGE OF ELK GROVE VILLAGE. NOW, THEREFORE, BE IT RESOLVED by the President and Board of Trustees of the Village of Elk Grove Village, Counties of Cook and DuPage, State of Illinois: Section 1. That the Village of Elk Grove Village by its President and Board of Trustees do hereby adopt procedures for obtaining water and sewer permits from the Village of Elk Grove Village, a copy of which is attached hereto and made a part hereof as if fully set forth. Section 2. This resolution shall be in full force and effect from and after its passage and approval according to law. PASSED and APPROVED this 23rd day of April, 1964. ATTEST: RlAnnnr C.. nirnar Village Clerk James R. Gibson Village President /� r VILLAGE OF Elk Grove Village WATER & SEWER DEPARTMENT 666 LANDMEIER ROAD • ELK GROVE VILLAGE, ILLINOIS TELEPHONE, 439-3900 THE VILLAGE OF ELK GROVE VILLAGE PROCEDURE FOR DBTAINING WATER .AND SEWER PERMITS The following procedure must be follewed. Any deviation from this procedure, unless authorized by the Village Water and Sewer Department in writing, will constitute sufficient grounds for the Village to cancel a water and/or sewer permit. 1. The prmperty owner will submit a plat plan showing location of the lot or lots and the location of the building or buildings on the lot or lots. 2. On or attached to the above plat plan will be specified the size of the water and sewer service and the size of the water meter required. 3. The property owner will submit a letter to the Metropolitan Sanitary District of Greater Chicago providing the information necessary (see attached Exhibit I). A copy of this letter will be sent to the Village Water and Sewer Department. 4. When construction is to begin, the property owner (or general contractor) will apply for a temporary construction water permit. A $20.00 refundable deposit is required for a hydrant adapter and wrench. Construction water can be taken only from the hydrant nearest the building site. Only a non -leaking, heavy duty type of hose may be used. The property owner (or general contractor) is liable for damages to Village property while using construction water. 5. A statement of charges for water and sewer tap fees, cost of meter required and permit and inspection fees will be issued. When this statement has been paid the Village will authorize the water and sewer taps. No one not authorized by the Village is Permitted to tan water and sewer mains. 6. The Village (or its agents) will install the water and sewer taps from Village mains to the property line. 7. The property owners plumbing contractor will install water and cast iron sewer lines from the property line into the building. A standard 48" Inspection Man- hole is required to be installed on the sewer line outside of and within 5' to 61 of the building. (See Exhibits II and III) 8. Any question regarding this procedure should be referred to the Water and Sewer Department (439-3900). 9. The fee for permits and inspections is .125.00. For your information, the Metropolitan Sanitary District requires from six to twelve weeks to process an application. Water and Sewer Department Village of Elk Grove Village __. - • , . .. _ ; �.- 1J :. � - 1. Letter from property owner directed to: The Metropolitan Sanitary District of Greater Chicago 100 East Erie Street Chicago, Illinois 60611 Attn: Mr. Bourbaki a. Letter to state the character of their sewer effluent. b. Letter should include a statement of the operation of the company and specifically mention what wastes will be discharged into the sanitary sewer lines. For example, if the operation will be strictly a warehouse or offices, state that there will be no industrial waste and that the waste will be sanitary only. 2. Plot Plan a. Dimensions of building and location of building on the lot. b. Dimensions of the lot. 3. Plumbing Details showing: a. Size, type, and locat'on of sanitary sewer outlet from the building. b. Size, type, and location of water service outlet from the building. c. Size, type, and location of storm sewer outlet from the building and storm drainage within the lot. (Exhibit I) Specifications fbr Sanitary Sewer Gbmnection Village of Elk Grove, Illinois Vitrified Tile Sewer Pipe 1. Vitrified Tile Sower_Piue. All vitrified the sewer pipe shall be of first quality, made of the beat materials, thoroughly and perfectly burned of homogeneous texture without cracks or imperfections, well glazed so that their inner and outer surfaces shall be smooth, hard and even. All vitrified sewer pipe shell conform to the "Standard Specifications for Clay Sewer Pipe", Serial Designation G -13-67T of the American Society for Testing and Materials for standard -strength clay pipe and C -+2W -57T for extra - strength clay pipe. E. Laying Tile. Pipe shall be carefully inspected before being laid and any cracked, broken, or defective pipe shall be not aside and removed from the construction site at the expense of the Contactor. Any defective pipe found on the site and without apparent intent to be removed, may be broken or otherwise destroyed. The destroyed pipe will be replaced at the Contractor's expense. All pipe shall be laid true to the line and grade. In all cases, the bell end of the pipe will be laid upstream. The pipe shall be firmly and accurately bedded on undisturbed ground, trimmed to fit the bottom quarter of the pipe by hand work. If the trench bottom should, for any reason, be dug lower than specified or lower that the established grade, it shall be brought up to grade by the use of fine wand or gravel. Backfilling shall be dos by hand to a depth of et least one (1) foot above the pipe with at least one-half (j) of diameter of the pipe being tamped firm by instrument or weight Of man. The remainder of the backfilling may be accomplished by machin, always under careful supervision of someone having a clear view of the baokfill material and the open trench, so that the machine operator may be advised of rocks or other objects which could cause breakage of the pipe. Backfill must be brought to at least its original grade and preferably to more than original grade to allow for settling. If the backfill has settled to below original grade while the Contreetor is still employed under this contract, he shall suitably fill such voids or holes at his own expense. 3. "Slibseal" Toluts. Pbr sewer pipe, joints may be made using "sllpseal", or equal, bituminous, die-cast, tapered type joint. This "factory made joint" shall consist of a formed and fitted collar of bituminous compound molded on the spigot and socket and of the pipe. The compound sball have a melting poidt of 240 to 270 degrees Y., and a penetration of 4 to 7 at 77 degrees B. When laying the pipes, the lining and collar shall be first Painted with a solvent, recommended by the mmu facturer, which shall muse their surfaces to become plastic or sticky, and when the pipes are shoved firmly together, the joint materials shall (1) (EKh'i6lf -e1V finite and congeal becoming one homogeneous body. A careful Inspection shall he made of the moulded "slipseal' joints before they are used, to determine that the bituminous compound has not been distorted or peeled from the vitrified pipe. If the bituminous compound shows any cracks, peeling, or brittleness the pips shall be discarded and removed from the construction site. If the ground through which the pipe mast pass is found to be water saturated, an additional seal beyound the "alipseal" method shall be used. This will consist of a bituminous, mastic compound placed on the outside of the joint so as to completely seal the joint. 4, Mw2holea. All manholes shall have a forty-eight (48) inch Internal diameter with a cone top. The manhole shall be of concrete block or of precast concrete. If concrete blocks are to be used, they shall conform in:aall respects to specifications for concrete sewer pipe. Before laying of sewer pipe through the structure area, a layer of concrete six (6) inches in depth, either pre—cast or mixed on the site shall be laid. If a concrete mixture is used, the mix shall be 1:2:3 in proportions. After the pipe has been layed and the sides of the structure are well for..e,., a:layer of mixed concrete shall be placed on the floor of the structure to one—half (i1) the diameter (the spring line) of the laid pipe with a alone toward the center of the pine to allow no foreign mutter to accumulate. After this floor hos hardened suffiei-nily, the top half of the pine ahLll be carefully Drokin and removed from the structure. sides and ends of the blocks mast be mortared, inside anu out, to prevent infiltrution. Steps shell be of a stanuard, rranuft�ctursd, coat iron, spaced not over sixteen (16) inches un:rt. the top step shali not be more than twenty—four (24) inches iron. the cover. The inion of the structure shall be rubbea down to smooth the interior walls so that no hardened mortar protrudna from the wall. -Che frame and cover shall be as specified on the detail sheet. 5. Interior of Pipe. The interior of the pipe shall be carefully freed of all dirt, cement, or superfluous material of every description as the wtrk progresses. All sewer lines shall be straight. If, by inspection, the sewe line is found not to be strtight, or in any way impronerly lnstulled, aue to a fault of the Contractor, the line will be dug up and properly replaced at the-xnense of the Contractor, 6o Infiltr"tion. It shall be the intention of these specifications to secure a sewer syst"m with a minimum amount of infiltratioa. The mexinum arrount of infiltration shall not exceed 5W gallons per mile per inch diameter per day for any sectioa:cf the system. P. Unusual Loading Conuitious. 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