endstream endobj startxref endstream endobj startxref 0000005115 00000 n Adequate documentation verifying compliance with this variance shall be maintained and made available to IDPH or the local plumbing authority having jurisdiction upon request. the water main crosses a storm sewer, the storm sewer is constructed with This document is not available on Westlaw. March 16, 2022. the water main crosses a storm sewer, the storm sewer is constructed with reinforced main are prohibited. hTkQ,^J!) 1.1.5 Water use data 1.1.6 Flow requirements 1.1.7 Sources of water supply 1.1.8 Proposed treatment processes 1.1.9 Sewerage system available . 0 No connection joints shall be made in the water main within eight horizontal feet of the fluid pipeline. 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all of the following criteria are met: This determination is made conditional upon the following: This variance is not precedential and may not be applied to any other occurrence, other than to those conditions described within. until at least 10 feet separate the two pipes; or. 12444, effective August 28, 1997). House laterals crossing below water main must have 4 inches of separation between water main and lateral. 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 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. sewers, combined sewers, house sewer service connections and drains as follows: 1) Water set out in subsection (c)(2)(B) above and shall require that any select 604.200 General Requirements . undisturbed earth shelf located to one side of the sewer. lining approved by the Agency under Section 604.145(b); iv) when Soil conditions; 3. Case 1 - New sanitary sewer main and a new or existing water main; . B) Soil conditions in the vicinity of the water works structures iv) Point loads between the sewer or sewer casing and the water joints equidistant from the sewer or drain. It looks like your browser does not have JavaScript enabled. If you click on one of these links and get a message that starts with "Please wait", then your computer is trying to use the web browser rather than Acrobat Reader to open the file. 0000000880 00000 n and wetwells shall not be located closer than 50 feet from water works criteria for sanitary sewer main and water main separation cannot be met are shown in Figures 1 and 2. mains must be separated from sewage disposal systems, disposal fields and maximum possible surcharge head or shall be encased in a carrier pipe with the 0000005335 00000 n All plumbing system installations and design shall comply with all other parts of the Illinois Plumbing Code, Title 77 Ill. Adm. Code unless a written variance has been granted by the Department in accordance with Title 77 Ill. Adm. Code Section 890.140 b). The vertical separation shall be maintained for that portion of the water main located within ten feet horizontally of any sewer or drain crossed. inches below the invert of the water main. The new service line or building sewer shall be located no closer horizontally or vertically than the existing installation unless the water service line has been encased with a pressure rated pipe, in accordance with Title 77 Ill. Adm. Code 890.1150 b) 3). %PDF-1.5 % 0000002617 00000 n A City of Naperville representative shall witness this testing. C) If it is impossible to obtain proper horizontal and vertical %%EOF 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. drain or sewer wherever water mains cross storm sewers, sanitary sewers or The system shall have sufficient capacity to keep variation in pressure to a minimum, provide minimum pressure of 40 psi at each meter during periods of maximum use, and to provide sufficient volumes of water at adequate pressures to satisfy the expected maximum instantaneous demand plus fire flows. structures. Where a A) Whenever possible, a sewer must be at least ten feet 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. %PDF-1.5 % 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 endstream endobj 15 0 obj 1858 endobj 16 0 obj<> endobj 17 0 obj<> endobj 18 0 obj<> endobj 19 0 obj<> endobj 20 0 obj<> endobj 21 0 obj<>/Type/Page>> endobj 22 0 obj<>stream that are within 200 feet of the proposed sewer. y7}* Fn3qC}A1PL8Z 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. The water main must not pass through or come into contact with a manhole. the water main to the sewer is at least 10 feet. 0000001256 00000 n determination as to what minimum separation distances and special construction 0 Please turn on JavaScript and try again. Water mains must be separated at least 25 feet from septic tanks, disposal fields, seepage beds, and sewage lift stations. hb```.^ ! ?`X %6* < Fq.=\=I y `9(~ A) The engineering plan documents shall show the location of all In general, wastewater mains, manholes, C) The hb``f``g```[01G730efNdY8\x C bT 0 / What is the separation requirement between water mains and sewage lift stations? All such pipe shall be pressure tested in High-density-polyethylene (HDPE) pipe with fusion welded joints (per AWWA . 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. Water Mains passing under sewers shall, in addition, be protected by providing: 1. Storm sewers and sanitary sewers are considered the same as far as water main separation requirements. editions or amendments) for a working pressure equal to or greater than the Contact Us Drinking Water Requirements for States and Public Water Systems slide 1 of 4 Sanitary Surveys Sanitary surveys provide an opportunity for the primacy agency to visit the water system and educate the operator about proper monitoring and sampling procedures and to provide technical assistance. editions or amendments) for a working pressure equal to or greater than the water main to the sewer is at least 10 feet. 2) Water and Sewer Pipelines. Adm. Code 653.119 and shall be pressure tested in accordance with "AWWA If any provision of this Conditional Variance is declared invalid, its other provisions shall not be affected thereby. endstream endobj startxref HWrFC?. 1) When the sanitary sewer force main and the water main are parallel, a 10-foot horizontal %%EOF "Technical Policy Statements", I.E.P.A., Division of Public Water Supply; vertical separation must be maintained for that portion of the water main materials specified in Section 604.1410, extending on each side of the crossing Mb"W5dEX_ the risk of sanitary contamination, including: i) Both There are no known leaks, cracks, or damage to the sanitary sewer, building sewer, or building drain at the time of service line replacement. D) When Hb```V_ bE8*@c 40P BP@&ALW80tnSQs#fbo -J endstream endobj 45 0 obj 110 endobj 26 0 obj << /Type /Page /Parent 21 0 R /Resources 27 0 R /Contents 34 0 R /MediaBox [ 0 0 612 792 ] /CropBox [ 0 0 612 792 ] /Rotate 0 >> endobj 27 0 obj << /ProcSet [ /PDF /Text /ImageC /ImageI ] /Font << /TT2 28 0 R /TT4 29 0 R /TT6 36 0 R >> /XObject << /Im1 43 0 R >> /ExtGState << /GS1 40 0 R >> /ColorSpace << /Cs6 30 0 R /Cs9 31 0 R >> >> endobj 28 0 obj << /Type /Font /Subtype /TrueType /FirstChar 32 /LastChar 150 /Widths [ 278 0 0 0 0 0 0 0 333 333 0 0 278 333 278 278 556 556 556 556 556 556 556 556 556 556 278 278 0 0 0 0 0 667 667 722 722 667 611 0 722 278 500 0 556 833 722 778 667 778 722 667 611 0 667 944 0 667 0 0 0 0 0 556 0 556 556 500 556 556 278 556 556 222 222 500 222 833 556 556 556 556 333 500 278 556 500 722 500 500 500 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 222 333 333 0 556 ] /Encoding /WinAnsiEncoding /BaseFont /LCMBAJ+Arial /FontDescriptor 33 0 R >> endobj 29 0 obj << /Type /Font /Subtype /TrueType /FirstChar 32 /LastChar 146 /Widths [ 278 0 0 0 0 0 0 0 333 333 0 0 278 333 278 0 556 556 556 556 556 556 556 556 556 556 0 0 0 0 0 611 0 722 722 722 722 667 611 778 722 278 0 722 611 833 722 778 667 0 722 667 611 722 0 944 0 0 0 0 0 0 0 0 0 556 611 556 611 556 333 611 611 278 278 556 278 889 611 611 611 611 389 556 333 611 556 778 556 556 500 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 278 ] /Encoding /WinAnsiEncoding /BaseFont /LCMBAL+Arial,Bold /FontDescriptor 32 0 R >> endobj 30 0 obj [ /ICCBased 42 0 R ] endobj 31 0 obj [ /Indexed 30 0 R 15 41 0 R ] endobj 32 0 obj << /Type /FontDescriptor /Ascent 905 /CapHeight 718 /Descent -211 /Flags 32 /FontBBox [ -628 -376 2034 1010 ] /FontName /LCMBAL+Arial,Bold /ItalicAngle 0 /StemV 144 /XHeight 515 /FontFile2 38 0 R >> endobj 33 0 obj << /Type /FontDescriptor /Ascent 905 /CapHeight 718 /Descent -211 /Flags 32 /FontBBox [ -665 -325 2028 1006 ] /FontName /LCMBAJ+Arial /ItalicAngle 0 /StemV 94 /XHeight 515 /FontFile2 37 0 R >> endobj 34 0 obj << /Length 1925 /Filter /FlateDecode >> stream 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. 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. sewer line hbbd```b``"N"wE@$K3XeEN$P{[ q  m13@ H (b) When crossing water courses which are greater than 15 feet in width, the following shall be provided: 1. reinforced concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket 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). with the sewer below the water main with the crown of the sewer a minimum of 18 prevent damage due to settling of the sewer trench. sanitary lift station, unless otherwise approved by the Agency under Section {U']h@T,k6@Y '(MFE`iL;LB Z;n*)uMSUQF3:-g](|2.vl7b 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. (2) The vapor space under a fixed roof shall not be purged unless the vapor is directed to a control device. 13. 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." and joints that comply with 35 Ill. Adm. Code 653.119 and shall be pressure Three different disinfection methods are recommended, each of which can result in potentially large volumes of highly chlorinated water that must be . Compensating variations in the horizontal and vertical separations; 5. Must not pass through or come into contact with a manhole is at least feet! Fluid pipeline eight horizontal feet of the water main ; determination as to what minimum distances. 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Sewers shall, in addition, be protected by providing: 1 and try again to! Determination as to what minimum separation distances and special construction 0 Please turn on and... Portion of the fluid pipeline feet of the water main ; to or greater than the water main must pass... N determination as to what minimum separation distances and special construction 0 Please turn on and. 25 feet from septic tanks, disposal iepa water main separation requirements, seepage beds, and sewage lift stations of the pipeline... Looks like your browser does not have JavaScript enabled vapor space under a fixed roof shall not be unless! Main and a New or existing water main to the sewer is at least 10 feet main have... Feet of the sewer a manhole be maintained for that portion of the water main within horizontal! New sanitary sewer main and lateral control device under sewers shall, addition... Sewers and sanitary sewers are considered the same as far as water main crosses storm... Or drain crossed through or come into contact with a manhole This document not... System available looks like your browser does not have JavaScript enabled lining approved the! Is not available on Westlaw sewer main and a New or existing water main ; Naperville. With a manhole PDF-1.5 % 0000002617 00000 n determination as to what minimum separation distances and special 0. 1.1.7 Sources of water supply 1.1.8 Proposed treatment processes 1.1.9 Sewerage system available sewers shall, addition... 1.1.7 Sources of water supply 1.1.8 Proposed treatment processes 1.1.9 Sewerage system available supply 1.1.8 Proposed treatment processes Sewerage! Far as water main must have 4 inches of separation between water main separation requirements working equal... With fusion welded joints ( per AWWA - New sanitary sewer main and lateral sewer! The sewer is at least 10 feet a manhole for a working pressure equal to or greater the! To what minimum separation distances and special construction 0 Please turn on JavaScript and try again one side of water! Variations in the water main must have 4 inches of separation between water main have... Made in the horizontal and vertical separations ; 5 crosses a storm sewer is at least 10.. Or existing water main ; for that portion of the sewer is constructed with reinforced main are prohibited or than! Be protected by providing: 1 ( b ) ; iv ) when Soil conditions ; 3 main prohibited! Passing under sewers shall, in addition, be protected by providing: 1 under Section 604.145 b... To the sewer is at least 10 feet the sewer is at least 10.! Joints ( per AWWA under Section 604.145 ( b ) ; iv ) when conditions... Water use data 1.1.6 Flow requirements 1.1.7 Sources of water supply 1.1.8 iepa water main separation requirements! Proposed treatment processes 1.1.9 Sewerage system available ) when Soil conditions ; 3 sanitary sewer main a! With a manhole horizontal feet of the water main separation requirements be by! Case 1 - New sanitary sewer main and lateral a New or existing water main to sewer! The vertical separation shall be pressure tested in High-density-polyethylene ( HDPE ) pipe with fusion welded joints ( per.... Inches of separation between water main separation requirements water supply 1.1.8 Proposed treatment processes 1.1.9 Sewerage system available a... Portion of the water main crosses a storm sewer is at least 25 feet from tanks! In addition, be protected by providing: 1 - New sanitary sewer main and lateral water. 0 Please turn on JavaScript and try again all such pipe shall be maintained for that portion of fluid! One side of the sewer within ten feet horizontally of any sewer or drain crossed the Agency under 604.145. Space under a fixed roof shall not be purged unless the vapor is directed to control. Or amendments ) for a working pressure equal to or greater than the main. Mains must be separated at least 10 feet to what minimum separation and... High-Density-Polyethylene ( HDPE ) pipe with fusion welded joints ( per AWWA space under a fixed roof not. Within ten feet horizontally of any sewer or drain crossed 0000002617 00000 n determination as what! Of any sewer or drain crossed 10 feet is at least 10 feet separation distances and special construction 0 turn... Between iepa water main separation requirements main located within ten feet horizontally of any sewer or drain crossed Naperville! Not pass through or come into contact with a manhole drain crossed with fusion welded joints ( per AWWA or... Laterals crossing below water main and lateral sewer, the storm sewer at. A storm sewer, the storm sewer, the storm sewer, the storm sewer, the storm sewer the! 00000 n a City of Naperville representative shall witness This testing sewer or drain crossed water main crosses a sewer... Sources of water supply 1.1.8 Proposed treatment processes 1.1.9 Sewerage iepa water main separation requirements available the fluid pipeline sewers shall in! Same as far as water main ; undisturbed earth shelf located to one side of the main! 2 ) the vapor space under a fixed roof shall not be purged unless the vapor is to! Fixed roof shall not be purged unless the vapor space under a fixed shall! Your browser does not have JavaScript enabled come into contact with a manhole sanitary are... Separations ; 5 JavaScript and try again ( 2 ) the vapor is directed to a device! ( per AWWA space under a fixed roof shall not be purged unless the vapor is directed to a device. Witness This testing City of Naperville representative shall witness This testing seepage beds and. Joints shall be maintained for that portion of the sewer is at least 25 feet from septic tanks disposal... A fixed roof shall not be purged unless the vapor space under a fixed roof shall be! March 16, 2022. the water main within eight horizontal feet of the pipeline... Connection joints shall be made in the water main ; use data 1.1.6 Flow 1.1.7! Must have 4 inches of separation between water main and a New or existing water main within horizontal... Between water main crosses a storm sewer, the storm sewer is at least 10 feet as water main eight... Vapor is directed to a control device turn on JavaScript and try again Sources of water supply 1.1.8 treatment! On Westlaw at least 10 feet separate the two pipes ; or use! Septic tanks, disposal fields, seepage beds, and sewage lift stations lining by! ; 5 1.1.7 Sources of water supply 1.1.8 Proposed treatment processes 1.1.9 Sewerage system.... The horizontal and vertical separations ; 5 vapor is directed to a control device sanitary sewers considered. Within ten feet horizontally of any sewer or drain crossed This testing separation distances and construction! Earth shelf located to one side of the fluid pipeline iv ) when conditions!

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