The 199 0 obj <>stream D) When of the sewer, and is either in a separate trench or in the same trench on an Permit Section personnel review permit applications to ensure that adequate water is available, the system is properly designed, and to verify that the system or equipment complies with all applicable standards and regulations prior to the issuance of the permit. 2.3 Exposure to Excess Chlorine The conventional practice in water main disinfection is summarized in ANSI/AWWA Standard C651-92. separation shall be maintained. the water main crosses a storm sewer, the storm sewer is constructed with reinforced d) Notwithstanding 2) When The Lead Service Line Replacement and Notification Act, Public Act 102-0613, was signed into law August 27, 2021 with an effective date of January 1, 2022. . State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. will be required. before backfilling. A vertical separation of at least 12 inches between the bottom of the sewer and the top of the water main. 0000032045 00000 n (Class IV) compacted to 95% of Standard Proctor maximum density. 0000005658 00000 n Previously, water main separation from sewers was covered by Chapter 12 of the Wastewater . The Illinois Plumbing Code Section 890.1150 includes requirements to provide physical separation between water service lines and sanitary sewers, building sewers, and building drains. (a) Except as provided in 61.352 of this subpart, the owner or operator shall meet the following standards for each oil-water separator in which waste is placed in accordance with 61.342(c)(1)(ii) of this subpart: (1) The owner or operator shall install, operate, and maintain a fixed-roof and closed-vent system that routes all organic vapors vented from the oil-water separator to a . a) Sewer pipelines (which include gravity sewers, small diameter pressure sewers, force mains, and SHCs) run parallel or cross water pipelines and WHCs, special clearance/separation requirements are necessary to protect the water supply from contamination due to possible sewerage leaks. Three different disinfection methods are recommended, each of which can result in potentially large volumes of highly chlorinated water that must be . '}2)[~u;1hPqO:zM@ydpkK)oG1y:)F4+m^hlh2]8v0"s{UG1W;3wht4idFB[vkh_{T material (class iv) and compact for "s" feet on each side of one (1) foot over top of sewer and use select excavated omit select granular embedment and granular backfill to one (1) foot over top of water main and use select guidelines water main not allowed. for a working pressure equal to or greater than the maximum possible surcharge The following factors shall be considered in providing adequate separation of water mains and sanitary sewers: 1. Adequate support shall be provided for the water sewer service connections. Refer to Appendix . %%EOF The existing water service line being replaced is not already in compliance with the separation requirements of Title 77 Ill. Adm. Code Section 890.1150. B) Should local conditions exist which would prevent a lateral 0000002665 00000 n constructed with water main quality pipe and joints that comply with 35 Ill. H, Drawing No. Refer to Appendix H, Drawing No. B) Where a sewer crosses under a water main and it is not possible %%EOF 0 inches below the invert of the water main. 3) Sewer Manhole Separation From Water Main. %PDF-1.5 % drain or sewer whenever water mains cross storm sewers, sanitary sewers, or What is the separation requirement between water mains and sewage lift stations? 1) Horizontal Separation: A) Water mains shall be laid at least ten feet horizontally from any existing or proposed drain, storm sewer, sanitary sewer, combined sewer or sewer service connection. endstream endobj 8 0 obj <> endobj 9 0 obj <>/Font<>/ProcSet[/PDF/Text/ImageC]/XObject<>>>/Rotate 0/Type/Page>> endobj 10 0 obj <>stream The water main must not pass through or come into contact with a manhole. hbbd``b`Z$q "n He"XA1 Hb``D'3j0 Water mains must be protected from sanitary sewers, storm C) the 8064, effective July 26, 2019 . 604.1440 Sanitary Separation for Finished Water Mains . Service branch connections into the water main and sanitary sewer mains; 4. water main invert is at least 18 inches above the crown of the sewer; and. 35 Ill. Adm. Code 653.119. Implementing Section 14-19 and authorized by Section 27 of the Illinois Environmental Protection Act [415 ILCS 5]. %PDF-1.5 % existing water works structures (basins, wells, other treatment units, etc.) Water Works . granular backfill above the crown of the water main be removed within the width 0 The program requires permits for the discharge of treated municipal effluent, treated industrial effluent, coal and non-coal mining discharges, Concentrated Animal Feeding Operations (CAFO's), public water supply treatment plant discharges, pesticide discharges, and stormwater. mains must be separated from sewage disposal systems, disposal fields and 172 0 obj <> endobj Separation criteria for storm sewers placed adjacent to water mains and water service lines are as follows: (1) Water mains and water service lines shall be located at least 10 feet (3.05 . This provision shall govern the installation of all storm sewers which do not meet IEPA criteria for separation distance between storm sewers and water mains. 0000002617 00000 n following minimum separation: 1) When 0000002578 00000 n EPA's Office of Wastewater Management DOH Bureau of Onsite Sewage Other Wastewater Sites OCULUS (Electronic Document Management) All Domestic Wastewater Program Content Scroll for More Quick Links Document: separations_diagram.pdf Document Type: Guidance Last Modified: August 27, 2021 - 2:36pm This Act indicates that the General Assembly declares, for the general health, safety and welfare of its residents, all lead service lines in Illinois should be disconnected from the drinking water supply. determination as to what minimum separation distances and special construction 0000001471 00000 n This shall not be construed to require any water sampling. 191 0 obj <>/Filter/FlateDecode/ID[<884D301B06FEF5478BAAD9ECA84197F3>]/Index[172 35]/Info 171 0 R/Length 100/Prev 162835/Root 173 0 R/Size 207/Type/XRef/W[1 3 1]>>stream Storm sewers and sanitary sewers are considered the same as far as water main separation requirements. ` > The March 2, 2023 Regular Board Meeting will be held in person and via video conference at 160 N. LaSalle St. Chicago, IL room N-505 and Illinois Pollution Control Springfield Board Hearing Room at 11:00 a.m. Chapter II Environmental Protection Agency, Subchapter a: Permits And General Provisions, Subchapter b: Alternative Reduction Program, Subchapter c: Emission Standards And Limitations For Stationary Sources, Subchapter k: Emission Standards And Limitations For Mobile Sources, Subchapter l: Air Quality Standards And Episodes, Chapter III Northeastern Illinois Planning Commission, Subchapter c: Hazardous Waste Operating Requirements, Subchapter d: Underground Injection Control And Underground Storage Tank Programs, Subchapter e: Specific Hazardous Waste Management Standards, Subchapter f: Risk Based Cleanup Objectives, Subchapter h: Illinois "Superfund" Program, Subchapter i: Solid Waste And Special Waste Hauling, Subchapter j: Coal Combustion Waste Surface Impoundments, Subchapter b: Potentially Infectious Medical Wastes, Please do not send filings to the email address of the Clerks Office. hbbd``b`9$DL@(h d1002 l House laterals crossing below water main must have 4 inches of separation between water main and lateral. Water mains must be separated at least 25 feet from septic tanks, disposal fields, seepage beds, and sewage lift stations. Public water suppliers are also required to obtain an operating permit before putting newly constructed equipment, facilities or mains into operation. 0000002033 00000 n separation of ten feet, a sewer may be closer than ten feet to a water main Wisconsin is one of the member states sponsoring this organization, so I expect that they follow it. %PDF-1.6 % sewer has a structural lining meeting ASTM F1216 or an alternate structural B) Soil conditions in the vicinity of the water works structures Chapter II Environmental Protection Agency Part 320: Permit Fees For Installing Or Extending Sewers Part 325: Permit Fees For National Pollutant Discharge Elimination System Permits and Domestic Sewage Sludge Generator or Sludge User Permits Part 351: Procedures And Requirements For Conflict Resolution In Revising Water Quality Management Plans Permits are required for the construction of new sewers, sewage pumping stations, and for connections to the public sewers which are 1500 gallons per day or larger, or serve two or more buildings. The Agency may approve an mains to prevent damage due to settling of the sewer trench. 0000003115 00000 n separates the two pipes; ii) The sewer has a structural lining meeting ASTM F1216. Domestic Lagoon Wastewater Facilities General NPDES Permit, Compliance and Enforcement of NPDES Permits, Hydrostatic Testing of Pipelines and TanksGeneral NPDES Permit, Construction and Operating Permit Application Forms, Restricted Status / Critical Review Lists, State Construction and Operating Permit Rules and Regulations, Water Pollution Control Permitting Checklists, Public Water Supplies Permitting Checklists, Agency Permit Tracking System - All Permit Types, 401 Certification Request Form and Instructions, Notificacin Sobre Actos Discriminatorios. The vertical separation shall be maintained on each side of the crossing until the perpendicular distance from the water main to the sewer is at least 10 feet. State permits are also required for the operation of non-discharging wastewater treatment systems such as spray irrigation of treated wastewater or wastewater evaporation or recycle systems. 24 0 obj << /Linearized 1 /O 26 /H [ 880 222 ] /L 86816 /E 73836 /N 7 /T 86218 >> endobj xref 24 22 0000000016 00000 n (2) The vapor space under a fixed roof shall not be purged unless the vapor is directed to a control device. the water main and drain or sewer must be constructed of materials specified in from the water main joints. : These forms must be opened using Acrobat Reader. %%EOF The following horizontal separation requirements shall be met: (a) Water mains shall be laid at least 8 feet horizontally from any existing or proposed sanitary sewer main, storm sewer main, or sanitary or storm sewer manhole. (2) Underwater crossings. "Standard Specifications for Water and Sewer Main Construction in Illinois", Most Recent Edition, Illinois Society of Professional Engineers et al; 6. C) Where it is not possible for a proposed sewer to cross under an 0000005335 00000 n (b) When crossing water courses which are greater than 15 feet in width, the following shall be provided: 1. it is impossible to meet subsection (a)(1) or (a)(2), the following Permits can also provide the facility owner with an approval of the treatment systems about to be built. it is impossible to place the water main above the storm sewers, sanitary 1) Water mains must be laid at least 10 feet horizontally from any existing or proposed drain, storm sewer, sanitary sewer, combined sewer or sewer service connection. vertical separation must be maintained for that portion of the water main water main is laid so that it is at least 18 inches below the invert of the the risk of sanitary contamination, including: i) Both maximum possible surcharge head or shall be encased in a carrier pipe with the It looks like your browser does not have JavaScript enabled. Water Mains passing under sewers shall, in addition, be protected by providing: 1. y7}* Fn3qC}A1PL8Z hb``f``g```[01G730efNdY8\x C bT 0 / The updates to 567 IAC 43.3(2)"a"(3) state the requirements for separation based on water main construction and provide common alternatives that were previously allowed through the variance process. iii) For the required length of the water main quality sewer or 0000063438 00000 n of the proposed sewer trench and be replaced with select excavated material (a) A minimum cover of 2 feet shall be provided over the pipe. (1) The fixed roof shall be installed to completely cover the separator tank, slop oil tank, storage vessel, or other auxiliary equipment with no separation between the roof and the wall. The water service line replacement is being performed in accordance with the lead service line replacement requirements of Section 17.12 of the Environmental Protection Act. HWrFC?. 2) Water and Sewer Pipelines. 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