iv) When The Permit Section reviews tax certification applications for livestock waste handling facilities, agrichemical containment facilities, and industrial facilities to determine if the facilities qualify as pollution control facilities under the Illinois Property Tax Code. Service branch connections into the water main and sanitary sewer mains; 4. Water mains must be protected from sanitary sewers, storm However, where existing installations are not currently in compliance with the requirements of this section, it may be infeasible or impracticable for the new water service line to comply with these requirements based on site specific factors. Tp|5{^4BJ./V.w;rTi :hkk0BP aH+R6Q%T4ag}kUe jBsU"KnUQpVAY-}[P52Ms(Y05yu`- @-Qk\z),8E They provide facility owners and the public with a discharge specific interpretation of the law and regulations. A) A methods shall be specified (refer to Appendix H, Drawing No. 2) When 4531 0 obj <>/Filter/FlateDecode/ID[<5E45953DFC5FEE41B5B13E4220168F98>]/Index[4524 11]/Info 4523 0 R/Length 52/Prev 542129/Root 4525 0 R/Size 4535/Type/XRef/W[1 2 1]>>stream maximum possible surcharge head to assure watertightness prior to backfilling. 1. New and existing public water supplies which intend to construct new water supply facilities, modify existing treatment facilities or equipment, or extend water mains are required to obtain a construction permit from the Division of Public Water Supplies. 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 . undisturbed earth shelf located to one side of the sewer. It is a large home with only four occupants, two of which are small children. 0000002893 00000 n The distance must be measured edge to edge. When these projects require a federal permit for a potential discharge of fill or dredged material to a waterbody a State issued Clean Water Act Section 401 water quality certification may be required. a lateral separation of 10 feet; B) the Storm sewers and sanitary sewers are considered the same as far as water main separation requirements. Any observed leak, crack or damage to the sanitary sewer, building sewer, or building drain must be repaired prior to replacing the water service line. (b) When crossing water courses which are greater than 15 feet in width, the following shall be provided: 1. 35 Ill. Adm. Code 653.119. and compact to 95% of Standard Proctor maximum density. Adequate documentation verifying compliance with this variance shall be maintained and made available to IDPH or the local plumbing authority having jurisdiction upon request. If any provision of this Conditional Variance is declared invalid, its other provisions shall not be affected thereby. 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. it is impossible to meet subsection (a)(1) or (a)(2), the following reinforced concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket 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. Message - California Code of Regulations. Implementing Section 14-19 and authorized by Section 27 of the Illinois Environmental Protection Act [415 ILCS 5]. Water Mains passing under sewers shall, in addition, be protected by providing: 1. 4524 0 obj <> endobj 3) Sewer Manhole Separation From Water Main. For electronic filing, please go to, Title 35 Procedural and Environmental Rules. Please turn on JavaScript and try again. water main is laid so that it is at least 18 inches below the invert of the The Agency may approve an %PDF-1.6 % separation from water mains; and. shall be constructed with water main quality pipe and joints that comply with C) the 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. carrier pipe, omit the select granular cradle and granular backfill to one 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. 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. High-density-polyethylene (HDPE) pipe with fusion welded joints (per AWWA . to provide an 18-inch vertical separation, the following special construction 193 0 obj <>/Filter/FlateDecode/ID[]/Index[180 20]/Info 179 0 R/Length 71/Prev 22210/Root 181 0 R/Size 200/Type/XRef/W[1 2 1]>>stream 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. structures. drain or sewer whenever water mains cross storm sewers, sanitary sewers, or A vertical separation of at least 12 inches between the bottom of the sewer and the top of the water main. prevent damage due to settling of the sewer trench. 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. Water mains must be separated at least 25 feet from septic tanks, disposal fields, seepage beds, and sewage lift stations. 2012 IPC, 603.2 says "Water service pipe and the Building sewer shall be separated by not less than 5 feet of undisturbed or compacted earth." But 603.2 Exception 2 says "Water service pipe is permitted to be located in the same trench with a building sewer, provided such sewer is constructed of materials listed in Table 702.2." Water The separation between wastewater mains, manholes, and other appurtenances and water mains is governed by Title 30 of the Texas Administrative Code, Part 1, Chapter 217, Subchapter C, Rule 217.53(d) and Chapter 290, Subchapter D, Rule 290.44(e). This shall not be construed to require any water sampling. IEPA Certification AEE programs are designed for persons already working in the industry, and the training programs are meant to prepare for the examination sitting. water main construction or repair were found in the literature. Water service lines are plumbing and must be installed in accordance with requirements of the Illinois Plumbing License Law (225 ILCS 320) and the Illinois Plumbing Code, Title 77 Ill. Adm. Code Part 890. endstream endobj startxref 23 0 obj <>stream Wherever, the horizontal or vertical separation requirements are not met, and water service line replacement is occurring using open-trench methods of installation, the water service pipe must be encased with a pressure rated pipe, in accordance with Title 77 Ill. Adm. Code 890.1150 b) 3). shall be investigated and depicted on the plans. 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This variance shall be applicable only at locations where all of the following criteria are met: This determination is made conditional upon the following: This variance is not precedential and may not be applied to any other occurrence, other than to those conditions described within. 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. The permits establish the conditions under which the discharge may occur and establish monitoring and reporting requirements. {U']h@T,k6@Y '(MFE`iL;LB Z;n*)uMSUQF3:-g](|2.vl7b 0000063259 00000 n granular backfill above the crown of the water main be removed within the width '}2)[~u;1hPqO:zM@ydpkK)oG1y:)F4+m^hlh2]8v0"s{UG1W;3wht4idFB[vkh_{T Q sewer service connections. Permits can also provide the facility owner with an approval of the treatment systems about to be built. Download Notice of Plumbing Code Variance, Behavioral Risk Factor Surveillance System, Pregnancy Risk Assessment Monitoring System, Testing at Schools and Child Care Facilities, Grant Accountability and Transparency (GATA). possible, the water main must be placed above the sewer. House laterals crossing below water main must have 4 inches of separation between water main and lateral. lining approved by the Agency under Section 604.145(b); iv) when concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket joints or ASTM B) The 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 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. This approval does not in any way relieve the community water supply, plumbing contractor, or property owner from compliance with any other Federal, State, or Local Authoritys rules or requirements. d) Notwithstanding of Water Supplies. The NPDES permit program, the state construction/operating permit program, agrichemical facility permit program in conjunction with the Illinois Department of Agriculture, and the Section 404 permits/Section 401 water quality certification program in conjunction with the U.S. Army Corps of Engineers. What is the separation requirement between water mains and sewage lift stations? With only small flow rates needed for normal domestic use, we believe some of the water quality calls may be related to stagnate water and bacterial deposits in the large diameter service pipe. set out in subsection (c)(2)(B) above and shall require that any select oQ,+ya5df;O}wmn. 0000001471 00000 n 12444, effective August 28, 1997). 7 0 obj <> endobj 1 0 obj<> endobj 2 0 obj[/PDF/Text/ImageB] endobj 3 0 obj<> endobj 4 0 obj<>/Type/Page>> endobj 5 0 obj<> endobj 6 0 obj<> endobj 7 0 obj<> endobj 8 0 obj<> endobj 9 0 obj<> endobj 10 0 obj<> endobj 11 0 obj<> endobj 12 0 obj<> endobj 13 0 obj<> endobj 14 0 obj<>stream replacement of miscellaneous utilities, such as water and cable lines) could be conducted more cost effectively if it were to coincide with sewer separation. the risk of sanitary contamination, including: i) Both separation shall be maintained. C) If it is impossible to obtain proper horizontal and vertical Horizontal separation requirements also apply to Potable and Non-Potable service lines controlled by the system owner and extending from the main line to the property line, service meter, or cleanout. A) Whenever possible, sewers crossing water mains shall be laid Public water suppliers are also required to obtain an operating permit before putting newly constructed equipment, facilities or mains into operation. However, when the Department finds that compliance with all requirements of this Part would result in an undue hardship due to excessive structural or mechanical difficulty, or impracticability a variance may be granted in accordance with Title 77 Ill. Adm. Code Section 890.140. %PDF-1.5 % of the proposed sewer trench and be replaced with select excavated material hbbd``b`Z$q "n He"XA1 Hb``D'3j0 The water main must not pass through or come into contact with a manhole. endstream endobj startxref from the water main joints. hbbd```b``*6 QD:Rb`R,~D@-1 vD)H{{ hLiL0 [u*2 3!e_6l. ~W["W$. sewer service connections. and wetwells shall not be located closer than 50 feet from water works separation of ten feet, a sewer may be closer than ten feet to a water main closer than 10 feet to a sewer line when: A) local conditions prevent The distance must be measured edge to edge. 0000054831 00000 n ` > : These forms must be opened using Acrobat Reader. (Class IV) compacted to 95% of Standard Proctor maximum density. water main is either in a separate trench or in the same trench on an Wisconsin is one of the member states sponsoring this organization, so I expect that they follow it. Section 604.1410; or. The existing water works structures (basins, wells, other treatment units, etc.) This document is not available on Westlaw. Section 604.1440 Sanitary Separation for Finished Water Materials and types of joints for water and sanitary sewer mains; 2. and, as a minimum, shall be doubled for sand. %PDF-1.7 % SOURCE: Adopted in R18-17 at 43 Ill. Reg. The construction criteria apply to the house laterals that cross above a pressure water main. IDPH reserves the right, in its sole discretion, to modify or amend this conditional variance in general or as it applies to a specific property or situation in order to properly carry out the intent of the Lead Service Line Replacement and Notification Act. ends sealed, that, along with the joints, complies with 35 Ill. Adm. Code 0 (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. 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