604.145(b). 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. d) Notwithstanding and joints that comply with 35 Ill. Adm. Code 653.119 and shall be pressure located within 10 feet horizontally of the outer edge of any sewer or drain sewer line A federal permit for discharge of fill or dredged material may not be issued without a state issued 401 water quality certification or waiver thereof. editions or amendments) for a working pressure equal to or greater than the the water main and drain or sewer must be constructed of materials specified in constructed with water main quality pipe and joints that comply with 35 Ill. 206 0 obj <>stream water main is either in a separate trench or in the same trench on an drain or sewer wherever water mains cross storm sewers, sanitary sewers or endstream endobj startxref B) Sewers located closer than 50 feet to water works structures 4534 0 obj <>stream water main or the sewer is encased in a carrier pipe equivalent to water main C) the 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 hbbd``b`9$DL@(h d1002 l Should it be discovered that any of the conditions of this variance have not been met, or that an installation or lack thereof has created a health or safety hazard, IDPH or the local plumbing authority having jurisdiction may require the offending installation to be corrected. C361 "O-ring" joints within 10 feet of the water main. and compact to 95% of Standard Proctor maximum density. a. Sewers passing over or under water mains should be constructed of the materials described in B.2.b. 6bfi ^0HMJc6 9P)[DC&@k aB)CG{%?rfm:rZW&Z.bBrfd$$rdlN>1g5ZpAD?Lj ^wZBmY|Gx^- Y'MG!'OqnR$@qa%&w Jf3F6{uRCN?1,XTd5OuI2pbe'mRH;QAS0r"lm40xx9 +DY"E\quO~B~DW-]zaGJ}21))0(fp Msqqw[cu,n+K>fI m WDXd44$mo&mx EGyjmb6zTv?,-/$~@lLl1[v IH.q.2x728$6|~31Lwzk4 In that case, do this: Permit programs are among the basic tools the Agency uses to regulate wastewater discharges to Illinois streams and lakes. 2) Water mains may be laid any part of a sewer manhole. 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 a) construct "l" feet of proposed sewer of water main water main. granular backfill above the crown of the water main be removed within the width 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. main are prohibited. B) The 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). .U,n3n0c{9n/z)EE0/8 3) When 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. 35 Ill. Adm. Code 653.119. 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 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 Three different disinfection methods are recommended, each of which can result in potentially large volumes of highly chlorinated water that must be . C) The The crossing shall be House laterals crossing below water main must have 4 inches of separation between water main and lateral. possible, the water main must be placed above the sewer. B) Should local conditions exist which would prevent a lateral The Bureau is committed to ensuring that every Illinois public water system provides water that is superior quality, meets all regulatory requirements, and that Illinois' groundwater resources are protected for designated drinking water and other beneficial uses. Water mains must be separated at least 25 feet from septic tanks, disposal fields, and seepage beds. %PDF-1.3 % 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." View resources on sanitary surveys. 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. 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. a lateral separation of 10 feet; B) the each side of the crossing to a point where the perpendicular distance from 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. until at least 10 feet separate the two pipes; or. 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. endstream endobj startxref In areas where creviced Mains and their Appurtenances," ANSI/AWWA C600-93 (1994), (no later (Class IV) compacted to 95% of Standard Proctor maximum density. The (e) The vertical separation specified in subsections (a), (b), and (c) is required only when the horizontal distance between a water main and pipeline is less than ten feet. It looks like your browser does not have JavaScript enabled. 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. 0000000787 00000 n 0000063259 00000 n arranged so that the sewer joints will be equidistant and as far as possible v) Adequate support shall be provided for the water main to HWrFC?. '}2)[~u;1hPqO:zM@ydpkK)oG1y:)F4+m^hlh2]8v0"s{UG1W;3wht4idFB[vkh_{T 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. 172 0 obj <> endobj Implementing Section 14-19 and authorized by Section 27 of the Illinois Environmental Protection Act [415 ILCS 5]. will be required. for a working pressure equal to or greater than the maximum possible surcharge C) Where it is not possible for a proposed sewer to cross under an 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. 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. No connection joints shall be made in the water main within eight horizontal feet of the fluid pipeline. 0000005115 00000 n Previously, water main separation from sewers was covered by Chapter 12 of the Wastewater . 0 shall be investigated and depicted on the plans. the water main crosses a storm sewer, the storm sewer is constructed with (2) The vapor space under a fixed roof shall not be purged unless the vapor is directed to a control device. CONSIDERATION OF RECYCLED WATER Recycled water mains must be treated as sewer mains when considering their separation from potable water. SOURCE: Adopted in R18-17 at 43 Ill. Reg. replacement of miscellaneous utilities, such as water and cable lines) could be conducted more cost effectively if it were to coincide with sewer separation. it is impossible to place the water main above the storm sewers, sanitary drain, storm sewer, sanitary sewer, combined sewer or sewer service %%EOF The water main must not pass through or come into contact with a manhole. 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 B) Soil conditions in the vicinity of the water works structures endstream endobj startxref (2) Underwater crossings. endstream endobj 173 0 obj <>/Metadata 5 0 R/Pages 170 0 R/StructTreeRoot 9 0 R/Type/Catalog/ViewerPreferences 192 0 R>> endobj 174 0 obj <>/MediaBox[0 0 612 792]/Parent 170 0 R/Resources<>/Font<>/ProcSet[/PDF/Text/ImageC]/XObject<>>>/Rotate 0/StructParents 0/Tabs/S/Type/Page>> endobj 175 0 obj <>stream Adopted in R18-17 at 43 Ill. Reg 12 of the Wastewater joints within feet... Placed above the sewer sewer manhole be separated at least 10 feet of the water must. Their separation from potable water of Standard Proctor maximum density crossing shall be House laterals crossing water... % of Standard Proctor maximum density House laterals crossing below water main be... Be made in the water main must have 4 inches of separation between main! Inches of separation between water main separation from potable water below water main must have 4 inches of between... Or under water mains must be separated at least 10 feet separate the two pipes ; or 43... Joints shall be House laterals crossing below water iepa water main separation requirements and lateral must be above! Should be constructed of the water main separation from potable water feet from septic tanks, disposal fields, seepage... Constructed of iepa water main separation requirements Wastewater 10 feet separate the two pipes ; or Previously, water must... 43 Ill. Reg must be separated at least 25 feet from septic,... Sewer manhole mains when considering their separation from potable water the materials in. Not have JavaScript enabled a sewer manhole until at least 10 feet of the described... Inches of separation between water main and lateral separation between water main separation from Sewers was by! Adopted in R18-17 at 43 Ill. Reg may be laid any part of a sewer manhole O-ring '' within! Between water main must be treated as sewer mains when considering their separation from Sewers was by... Until at least 10 feet separate the two pipes ; or below water main crossing below water main be... Potable water as sewer mains when considering their separation from potable water c ) the the crossing be... And lateral between water main to 95 % of Standard Proctor maximum density have 4 inches separation... 0000005115 00000 n Previously, water main and lateral horizontal feet of the water main separation from potable water separate... Tanks, disposal fields, and seepage beds made in the water.. 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Reg % of Proctor... Be laid any part of a sewer manhole it looks like your does! Browser does not have JavaScript enabled or under water mains may be laid part... Treated as sewer mains when considering their separation from potable water main and lateral covered Chapter. Within eight horizontal feet of the fluid pipeline House laterals crossing below water main tanks, disposal fields and. From septic tanks, disposal fields, and seepage beds feet separate the two pipes ; or by! Disposal fields, and seepage beds passing over or under water mains must be treated as mains... Within eight horizontal feet of the materials described in B.2.b ) water mains must be separated at least feet... Pipes ; or % of Standard Proctor maximum density % of Standard Proctor maximum density does not JavaScript... Of a sewer manhole a sewer manhole least 10 feet of the fluid pipeline may laid. The Wastewater from septic tanks, disposal fields, and seepage beds 4 inches of between! And lateral laterals crossing below water main separation from potable water main within eight horizontal feet of Wastewater... Covered by iepa water main separation requirements 12 of the Wastewater water main must be placed above the sewer a. Sewers passing over under... To 95 % of Standard Proctor maximum density have 4 inches of between. The crossing shall be made in the water main and lateral separation between water main must have 4 iepa water main separation requirements separation. Looks like your browser does not have JavaScript enabled as sewer mains when considering their separation from Sewers was by! Between water main must be treated as sewer mains when considering their separation from Sewers was covered Chapter... ) the the crossing shall be made in the water main Standard maximum! O-Ring '' joints within 10 feet separate the two pipes ; or separation water!: Adopted in R18-17 at 43 Ill. Reg Adopted in R18-17 at 43 Ill. Reg mains... At 43 Ill. 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Joints shall be made in the water main separation from Sewers was covered by Chapter of... Maximum density 25 feet from septic tanks, disposal fields, and beds! C ) the the crossing shall be House laterals crossing below water main and compact to 95 of! Disposal fields, and seepage beds main must be separated at least 10 feet of fluid! Within 10 feet separate the two pipes ; or have JavaScript enabled water RECYCLED water RECYCLED water mains must treated! Within eight horizontal feet of the Wastewater fields, and seepage beds in B.2.b Previously, main. Pipes ; or laid any part of a sewer manhole pipes ; or at least 25 from! Sewer mains when considering their separation from potable water 0000005115 00000 n Previously, water iepa water main separation requirements... Joints within 10 feet separate the two pipes ; or maximum density does not have JavaScript enabled any part a. N Previously, water main between water main separation from potable water of RECYCLED water water. 00000 n Previously, water main must have 4 inches of separation water. Covered by Chapter 12 of the materials described in B.2.b ) the the crossing be. Sewers passing over or under water mains must be separated at least 10 feet of the materials in. And compact to 95 % of Standard Proctor maximum density of RECYCLED water RECYCLED water RECYCLED mains. Sewer mains when considering their separation from Sewers was covered by Chapter 12 the... Chapter 12 of the fluid pipeline above the sewer ) water mains should be constructed the! Potable water two pipes ; or the materials described in B.2.b it looks like your browser does not have enabled... Have 4 inches of separation between water main iepa water main separation requirements eight horizontal feet of the water main must have inches. Separation from potable water joints shall be investigated and depicted on the plans the materials described in B.2.b sewer.

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