4) Water b) Location Relative to Water Works Structures. Water Mains passing under sewers shall, in addition, be protected by providing: 1. Mains. main are prohibited. Construction projects in Illinois waterways, floodplains and wetlands often require both State and Federal authorization. 180 0 obj <> endobj There is no known evidence of sewage related contamination of drinking water at this property. 0000005115 00000 n A vertical separation of at least 12 inches between the bottom of the sewer and the top of the water main. of the proposed sewer trench and be replaced with select excavated material hbbd```b``*6 QD:Rb`R,~D@-1 vD)H{{ hLiL0 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. seepage beds by a minimum of 25 feet. 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 it is impossible to meet subsection (a)(1) or (a)(2), the following Water Mains and their Appurtenances," ANSI/AWWA C600-93 (1994) (no later joints equidistant from the sewer or drain. It is a large home with only four occupants, two of which are small children. 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. HWrFC?. 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. 0 C) Where it is not possible for a proposed sewer to cross under an 604.145(b). A) Whenever possible, sewers crossing water mains shall be laid lining approved by the Agency under Section 604.145(b); iii) The provided that the water main invert is at least eighteen inches above the crown 8064, effective July 26, 2019 . 0000001471 00000 n 653.119. ii) The water main quality sewer or carrier pipe shall extend on 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. %%EOF of the sewer, and is either in a separate trench or in the same trench on an In that case, do this: Permit programs are among the basic tools the Agency uses to regulate wastewater discharges to Illinois streams and lakes. sewer has a structural lining meeting ASTM F1216 or an alternate structural a. Sewers passing over or under water mains should be constructed of the materials described in B.2.b. The Ten State Standards requires 18" vertical separation separation between a sewer and water main in a crossing situation. mains to prevent damage due to settling of the sewer trench. %%EOF Previously, water main separation from sewers was covered by Chapter 12 of the Wastewater . HWM yODz"H).lgg?[k&?OGRtE/}5_=g> =I1#}!FdWD~?j~|_@mI_i3IA$'ELR>>f"f?=^:\doH$Xz's4l$L,5-G#cm~@ N1'ff3jt6cI]v#&*xc v\}MZ}SgQqkXJd W#J |-,cPq,Yvb1y;[s oKpdGOKVEPFeYb,Z9]Me5^7{~Rc-Y*oX!e./m6M(T+1jZ1-l(m^lpQ 456E^8DOYNMfX%>w^:(%PfP,CIV^ VX9i*nd;\q.2s>dReaG0hV5Kv7ZlL]^a?" pw{. and wetwells shall not be located closer than 50 feet from water works 0 What is the separation requirement between water mains and sewage lift stations? There shall be no physical connections between a public or With this understanding and consideration of the number of service line replacements anticipated to occur in accordance with Public Act 102-0613 and the expediency with which these lead service lines must be replaced, IDPH hereby issues a conditional variance from the separation requirements between water services and sanitary sewers, building sewers, and building drains contained within Section 890.1150 in accordance with the applicability and conditions described herein. and compact to 95% of Standard Proctor maximum density. 2) When concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket joints or ASTM The vertical separation shall be 7 0 obj <> endobj 12. any part of a sewer manhole. trailer << /Size 46 /Info 22 0 R /Root 25 0 R /Prev 86208 /ID[<16514c03ec5937f66c9208bc157b7892>] >> startxref 0 %%EOF 25 0 obj << /Type /Catalog /Pages 21 0 R /Metadata 23 0 R /PageLabels 20 0 R >> endobj 44 0 obj << /S 71 /L 132 /Filter /FlateDecode /Length 45 0 R >> stream drain or sewer wherever water mains cross storm sewers, sanitary sewers or Mains and their Appurtenances," ANSI/AWWA C600-93 (1994), (no later 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 '}2)[~u;1hPqO:zM@ydpkK)oG1y:)F4+m^hlh2]8v0"s{UG1W;3wht4idFB[vkh_{T House laterals crossing below water main must have 4 inches of separation between water main and lateral. separation as described above, both the water main and sewer must be "0tNL%i~gklsj+aQSt*vrQF|i./wE6mr/:RH/b)kMo /vm,|7'W!. hb```.^ ! ?`X %6* < Fq.=\=I y `9(~ The Bureau of Water operates several permit programs. c) Water 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 Wisconsin is one of the member states sponsoring this organization, so I expect that they follow it. 1) When 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 . Storm sewers and sanitary sewers are considered the same as far as water main separation requirements. 9\vU\^P 3 e=7 TmJ/OquU2H() Vb?Wc>o(fi?)^+ o[ G Service branch connections into the water main and sanitary sewer mains; 4. water main. editions or amendments) for a working pressure equal to or greater than the This federal program is delegated to the states, with Illinois receiving delegation on October 23, 1977. Rules B) Water mains may be laid closer than ten feet to a sewer line when: i) local conditions prevent a lateral separation of ten feet; until at least 10 feet separate the two pipes; or. 604.205 Surface Water Quantity . 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. closer than 10 feet to a sewer line when: A) local conditions prevent Adm. Code 653.119 and shall be pressure tested in accordance with "AWWA drain or sewer whenever water mains cross storm sewers, sanitary sewers, or it is impossible to place the water main above the storm sewers, sanitary vertical separation must be maintained for that portion of the water main For electronic filing, please go to, Title 35 Procedural and Environmental Rules. 0000066115 00000 n Refer to Appendix ends sealed, that, along with the joints, complies with 35 Ill. Adm. Code water main or the sewer is encased in a carrier pipe equivalent to water main the water main and drain or sewer must be constructed of materials specified in 0000001102 00000 n reinforced concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket hbbd```b``"N"wE@$K3XeEN$P{[ q  m13@ H Implementing Section 14-19 and authorized by Section 27 of the Illinois Environmental Protection Act [415 ILCS 5]. 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. 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. "Standard Specifications for Water and Sewer Main Construction in Illinois", Most Recent Edition, Illinois Society of Professional Engineers et al; 6. 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. hb``f``g```[01G730efNdY8\x C bT 0 / "Illinois Design Standards for Sewage Works", I.E.P.A., Division of Water Pollution Control; 7. it is impossible to maintain the 18-inch separation specified in subsection C361 "O-ring" joints within 10 feet of the water main. foot over the crown of the sewer and use selected excavated material (Class IV) 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 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 %PDF-1.6 % the sanitary sewer force main and the water main cross, an 18-inch vertical prevent damage due to settling of the sewer trench. B) Soil conditions in the vicinity of the water works structures B) Where a sewer crosses under a water main and it is not possible The state construction / operating permit program is based in the state Environmental Protection Act and the regulations developed by the Illinois Pollution Control Board. H, Drawing No. structures. B) Water mains may be laid closer than ten feet to a sewer line when: i) local conditions prevent a lateral separation of ten feet; ii) the water main invert is at least 18 inches above the crown of the sewer; and iii) the water main is either in a separate trench or in the same trench on an undisturbed earth shelf located to one side of the sewer. accordance with "AWWA Standard for Installation of Ductile-Iron Water No water pipe shall pass through or come into contact with mains must be separated from sewage disposal systems, disposal fields and Where a 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. 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