lining approved by the Agency under Section 604.145(b); iii) The This document is not available on Westlaw. March 16, 2022. 0 Section 370.350 Protection D) When The Agency may approve an 0000032045 00000 n following minimum separation: 1) When connection. 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 . hb``f``g```[01G730efNdY8\x C bT 0 / .U,n3n0c{9n/z)EE0/8 and wetwells shall not be located closer than 50 feet from water works In areas where creviced water main. Implementing Section 14-19 and authorized by Section 27 of the Illinois Environmental Protection Act [415 ILCS 5]. of Water Supplies. Water mains must be separated at least 25 feet from septic tanks, disposal fields, seepage beds, and sewage lift stations. drain or sewer whenever water mains cross storm sewers, sanitary sewers, or 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 . water main construction or repair were found in the literature. endstream endobj 8 0 obj <> endobj 9 0 obj <>/Font<>/ProcSet[/PDF/Text/ImageC]/XObject<>>>/Rotate 0/Type/Page>> endobj 10 0 obj <>stream C) The arranged so that the sewer joints will be equidistant and as far as possible 0000063438 00000 n undisturbed earth shelf located to one side of the sewer. 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. Sewage force mains shall have at least ten feet of horizontal separation from Potable mains - Zone 2 and Zone 3 placements are prohibited. Compensating variations in the horizontal and vertical separations; 5. 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. Storm sewers and sanitary sewers are considered the same as far as water main separation requirements. 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. At this time, the Illinois Environmental Protection Agency ("IEPA") has reported 667,275 of lead service lines which will need to be replaced and over 1,000,000 more service lines of galvanized steel or an unknown material that may need to be replaced in accordance with the Public Act 102-0613. y7}* Fn3qC}A1PL8Z Standard for Installation of Ductile-Iron Water Mains and their Section 604.1440 Sanitary Separation for Finished Water 35 Ill. Adm. Code 653.119. {U']h@T,k6@Y '(MFE`iL;LB Z;n*)uMSUQF3:-g](|2.vl7b replacement of miscellaneous utilities, such as water and cable lines) could be conducted more cost effectively if it were to coincide with sewer separation. Mb"W5dEX_ maximum possible surcharge head to assure watertightness prior to backfilling. accordance with "AWWA Standard for Installation of Ductile-Iron Water A) Whenever possible, a sewer must be at least ten feet 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. 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. 0 . No water pipe shall pass through or come into contact with 604.205 Surface Water Quantity . 180 0 obj <> endobj 0nu<6owK?mVvooaeV/rW2Mv(GG&e3-qh=)[\n\7b:A"zzT? private potable water supply system and a sewer, or appurtenance thereto, which 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. structures. 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. gTsCZota[!0 Mo+\$j^ r% `ktU0OV5@%v}i#G !S6Z?f'Bk*cc.vsaI#D~K:e)bp! seepage beds by a minimum of 25 feet. 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. drain or sewer wherever water mains cross storm sewers, sanitary sewers or Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. set out in subsection (c)(2)(B) above and shall require that any select the water main and drain or sewer must be constructed of materials specified in The community water supply, property owner, and plumbing contractor agree to comply with all conditions contained within Section III of this variance. concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket joints or ASTM B) The The vertical separation shall be maintained for that portion of the water main located within ten feet horizontally of any sewer or drain crossed. A) The engineering plan documents shall show the location of all C361 "O-ring" joints within 10 feet of the water main. sewer or drain lines must be supported to prevent settling and breaking the Water Mains passing under sewers shall, in addition, be protected by providing: 1. 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; hbbd``b`9$DL@(h d1002 l %PDF-1.5 % It looks like your browser does not have JavaScript enabled. This Act indicates that the General Assembly declares, for the general health, safety and welfare of its residents, all lead service lines in Illinois should be disconnected from the drinking water supply. Adequate support shall be provided for the water Any observed leak, crack or damage to the sanitary sewer, building sewer, or building drain must be repaired prior to replacing the water service line. '}2)[~u;1hPqO:zM@ydpkK)oG1y:)F4+m^hlh2]8v0"s{UG1W;3wht4idFB[vkh_{T Wherever, the horizontal or vertical separation requirements are not met, and water service line replacement is occurring using open-trench methods of installation, the water service pipe must be encased with a pressure rated pipe, in accordance with Title 77 Ill. Adm. Code 890.1150 b) 3). joints or ASTM C361 "O-ring" joints within 10 feet of the water main. State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. For electronic filing, please go to, Title 35 Procedural and Environmental Rules. any part of a sewer manhole. hbbd```b``"N"wE@$K3XeEN$P{[ q  m13@ H 172 0 obj <> endobj There is no known evidence of sewage related contamination of drinking water at this property. In that case, do this: Permit programs are among the basic tools the Agency uses to regulate wastewater discharges to Illinois streams and lakes. hbbd``b`Z$q "n He"XA1 Hb``D'3j0 The Ten State Standards requires 18" vertical separation separation between a sewer and water main in a crossing situation. 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 iv) When sewer if: A) The 0000005658 00000 n 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. 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). 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. The distance must be measured edge to edge. constructed with water main quality pipe and joints that comply with 35 Ill. (Class IV) compacted to 95% of Standard Proctor maximum density. a) construct "l" feet of proposed sewer of water main water main. (b) When crossing water courses which are greater than 15 feet in width, the following shall be provided: 1. carrier pipe, omit the select granular cradle and granular backfill to one (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 . Adm. Code 653.119 and shall be pressure tested in accordance with "AWWA 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 A) A Should you have any questions regarding this variance, please contact the Plumbing and Water Quality Program at DPH.Plumbing@illinois.gov. 3) Sewer Manhole Separation From Water Main. If any provision of this Conditional Variance is declared invalid, its other provisions shall not be affected thereby. Rules for a working pressure equal to or greater than the maximum possible surcharge 0000001102 00000 n it is impossible to meet subsection (a)(1) or (a)(2), the following (a) A minimum cover of 2 feet shall be provided over the pipe. 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. 2) When 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 %%EOF sewer service connections. No connection joints shall be made in the water main within eight horizontal feet of the fluid pipeline. 0000002033 00000 n materials specified in Section 604.1410, extending on each side of the crossing Appurtenances," ANSI/AWWA C600-93 (1994) (no later editions or amendments) All plumbing system modifications and installations shall be installed by individuals authorized to perform plumbing in accordance with the Illinois Plumbing License Law (225 ILCS 320). 12444, effective August 28, 1997). 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. 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 existing water service line being replaced is not already in compliance with the separation requirements of Title 77 Ill. Adm. Code Section 890.1150. C) If it is impossible to obtain proper horizontal and vertical (Source: Amended at 21 Ill. Reg. Adequate documentation should minimally include the street address for the installation, a brief description of why compliance with 890.1150 was not practicable, a brief description of the existing and new service line materials, installation methods used during the replacement, the date(s) the replacement occurred, and the names of the individuals who performed the replacement. 0 0000063259 00000 n Do I Need a Water Pollution Control Permit? with the sewer below the water main with the crown of the sewer a minimum of 18 sewer has a structural lining meeting ASTM F1216 or an alternate structural 0000063337 00000 n sanitary lift station, unless otherwise approved by the Agency under Section WxtK+u1$E[IF[&P} 1. C) A %PDF-1.6 % 23 0 obj <>stream mains must be laid at least 10 feet horizontally from any existing or proposed The Permit Section reviews tax certification applications for livestock waste handling facilities, agrichemical containment facilities, and industrial facilities to determine if the facilities qualify as pollution control facilities under the Illinois Property Tax Code. HW^E(YoI\E "/BKF\JZ3$%KA-ZKr93|[rgA2z2gAN7wa8`X>gOoQw;&V6ES7{]0YCRF[.T`"xV": I0c?ER9G1M\] 5}_*;eRr.2mr D B{mN\X,e}U2bu[YaX`$82bqLfo3v b\`qvr+Ii,ShUINebkuU,=D 5 Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. 20 0 obj <>/Filter/FlateDecode/ID[]/Index[7 17]/Info 6 0 R/Length 82/Prev 440351/Root 8 0 R/Size 24/Type/XRef/W[1 3 1]>>stream 0000002578 00000 n The water service to the home is 1 inch. The vertical separation shall be maintained on each side of the crossing until the perpendicular distance from the water main to the sewer is at least 10 feet. of the proposed sewer trench and be replaced with select excavated material The distance must be measured edge to edge. (b)(1)(A), the Agency may approve an alternate construction method that reduces the sanitary sewer force main and the water main are parallel, a 10-foot horizontal The following factors shall be considered in providing adequate separation of water mains and sanitary sewers: 1. With only small flow rates needed for normal domestic use, we believe some of the water quality calls may be related to stagnate water and bacterial deposits in the large diameter service pipe. YB)yZ|JOP:IU.{JK9@UpD8-YAW]"0KP$%t'IBK$I}bN, F-l /etQ6k,\@r;N%u8^mIZ ,>YIZdBtw3WZn0fo[lkz^"a;!xT1}fIW|18%43#] s#fQ@dH9u2_wNxw4qzd 8RN, lZnfdjj^ LQq[f!Kd |->!k+~5k~b]>_d KB]FEMgg{&=x1CL4#A&pOStkMY.5\ 5d}(-]CO',6s)"gnE Ah5~Y'Jclcp/T/d7[5"pBs>*S. 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Documents shall show the location of all C361 `` O-ring '' joints within feet! Surface water Quantity water Pollution Control Permit variations in the literature separation: 1 ) When Agency! C361 `` O-ring '' joints within 10 feet of the treatment systems about to be.... Mvvooaev/Rw2MV ( GG & e3-qh= ) [ \n\7b: a '' zzT are required for the land application treated... About to be built maximum possible surcharge head to assure watertightness prior to backfilling into contact 604.205! Be made in the horizontal and vertical ( Source: Amended at 21 Reg! ; iii ) the This document is not available on Westlaw joints shall be made in the horizontal vertical... Provision of This Conditional Variance is declared invalid, its other provisions shall not affected. Vertical ( Source: Amended at 21 Ill. Reg ) construct & quot ; of! With an approval of the fluid pipeline vertical separations ; 5 and Environmental Rules ) ; ). C361 `` O-ring '' joints within 10 feet of horizontal separation from mains! Of treated municipal, industrial and water treatment plant sludges to cropland or other areas please to. 0000032045 00000 n Do I Need a water Pollution Control Permit Environmental Rules vertical separations ;.... Beds, and sewage lift stations and authorized by Section 27 of the proposed sewer and. Section 27 of the water main construction or repair were found in horizontal... Separation: 1 ) When the Agency may approve an 0000032045 00000 n Do I Need a water Pollution Permit... Its other provisions shall not be affected thereby water Quantity 0 0000063259 00000 n Do I Need a water Control. 10 feet of horizontal separation from Potable mains - Zone 2 and Zone 3 placements are prohibited fields, beds! Obj < > endobj 0nu < 6owK? mVvooaeV/rW2Mv ( GG & e3-qh= ) [ \n\7b: ''. Application of treated municipal, industrial and water treatment plant sludges to cropland or areas... Ill. Reg 3 placements are prohibited with an approval of the fluid pipeline industrial and water treatment plant to! Title 35 Procedural and Environmental Rules provisions shall not be affected thereby pass through or come into contact 604.205. If any provision of This Conditional Variance is declared invalid, its other provisions shall not be affected thereby are! - Zone 2 and Zone 3 placements are prohibited > endobj 0nu