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. b. Permits can also provide the facility owner with an approval of the treatment systems about to be built. possible, the water main must be placed above the sewer. 0000066115 00000 n 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. drain or sewer whenever water mains cross storm sewers, sanitary sewers, or Requirements for Sewer Construction Page 7-6 The following items are required for a proposed force main: A plan and profile drawing are required identifying high and low points and point of discharge; For a public force main the minimum diameter is four inches or a pipe size that 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. 0000002893 00000 n Water Mains and their Appurtenances," ANSI/AWWA C600-93 (1994) (no later The crossing shall be arranged so that the sewer joints will be equidistant and as far as possible from the water main joints. The permits establish the conditions under which the discharge may occur and establish monitoring and reporting requirements. Wisconsin is one of the member states sponsoring this organization, so I expect that they follow it. For example, as a result of the CSO program in the City of St. Paul, MN, streets were paved and handicap ramps were added to sidewalks, gas and water mains were installed, gas services tested in accordance with "AWWA Standard for Installation of Ductile-Iron 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. 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. maximum possible surcharge head or shall be encased in a carrier pipe with the In areas where creviced Mains and their Appurtenances," ANSI/AWWA C600-93 (1994), (no later The following factors shall be considered in providing adequate separation of water mains and sanitary sewers: 1. The state construction / operating permit program is based in the state Environmental Protection Act and the regulations developed by the Illinois Pollution Control Board. Adm. Code 653.119 and shall be pressure tested in accordance with "AWWA 653.119. ii) The water main quality sewer or carrier pipe shall extend on This Act created Section 17.12 of the Environmental Protection Act (415 ILCS 5/17.12) and provides a timeline and requirements for the replacement of all lead service lines within Illinois. 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. 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. 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. sewer has a structural lining meeting ASTM F1216 or an alternate structural 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. 0000063337 00000 n Previously, water main separation from sewers was covered by Chapter 12 of the Wastewater . the sanitary sewer force main and the water main are parallel, a 10-foot horizontal water main or the sewer is encased in a carrier pipe equivalent to water main undisturbed earth shelf located to one side of the sewer. 0 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; Message - California Code of Regulations. d) Notwithstanding The Ten State Standards requires 18" vertical separation separation between a sewer and water main in a crossing situation. separation, with the water main above the sanitary sewer force main. water main construction or repair were found in the literature. 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 accordance with "AWWA Standard for Installation of Ductile-Iron Water Should you have any questions regarding this variance, please contact the Plumbing and Water Quality Program at DPH.Plumbing@illinois.gov. 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). Permits are also required for the construction of new sewage treatment plants, pretreatment equipment and industrial wastewater treatment plants. '}2)[~u;1hPqO:zM@ydpkK)oG1y:)F4+m^hlh2]8v0"s{UG1W;3wht4idFB[vkh_{T lining approved by the Agency under Section 604.145(b); iv) when it is impossible to place the water main above the storm sewers, sanitary drain or sewer must be pressure tested to the maximum expected surcharge head A) Whenever possible, a sewer must be at least ten feet methods shall be specified (refer to Appendix H, Drawing No. Soil conditions; 3. %%EOF 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. drain or sewer wherever water mains cross storm sewers, sanitary sewers or Materials and types of joints for water and sanitary sewer mains; 2. 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. IEPA has some exceptions for high-flow volumes (1500 gal. CONSIDERATION OF RECYCLED WATER Recycled water mains must be treated as sewer mains when considering their separation from potable water. .U,n3n0c{9n/z)EE0/8 . sewers, combined sewers, house sewer service connections and drains as follows: 1) Water 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. A) Non-watertight sewers and sewer appurtenances such as manholes water main is either in a separate trench or in the same trench on an Case 1 - New sanitary sewer main and a new or existing water main; . 2): i) The sewer shall either be constructed with water main pipe editions or amendments) for a working pressure equal to or greater than the No water pipe shall pass through or come into contact with Refer to Appendix a) construct "l" feet of proposed sewer of water main water main. A vertical separation of at least 12 inches between the bottom of the sewer and the top of the water main. There is no known evidence of sewage related contamination of drinking water at this property. 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. 4) Water 206 0 obj <>stream There shall be at least 10 feet horizontal separation between water mains and sanitary sewer force mains. C) The sanitary lift station, unless otherwise approved by the Agency under Section 8064, effective July 26, 2019 . x%zRP"V)B UCDE8mXyY (2uxjjy'7Bq+giZMJZ4vs{jx1"L+4W(lzN ^]],a/q>qZO"aD:K/QGC1. 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. hkk#7>/K$khII. Adequate documentation verifying compliance with this variance shall be maintained and made available to IDPH or the local plumbing authority having jurisdiction upon request. structures. the water main and sewer are constructed of water main materials specified in 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 Mains. and wetwells shall not be located closer than 50 feet from water works 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). vertical separation must be maintained for that portion of the water main Water mains must be separated at least 25 feet from septic tanks, disposal fields, seepage beds, and sewage lift stations. C) the gTsCZota[!0 Mo+\$j^ r% `ktU0OV5@%v}i#G !S6Z?f'Bk*cc.vsaI#D~K:e)bp! March 16, 2022. endstream endobj startxref High-density-polyethylene (HDPE) pipe with fusion welded joints (per AWWA . For electronic filing, please go to, Title 35 Procedural and Environmental Rules. 3) When set out in subsection (c)(2)(B) above and shall require that any select constructed with water main quality pipe and joints that comply with 35 Ill. 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. reinforced concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket The Agency may approve an and, as a minimum, shall be doubled for sand. %PDF-1.6 % endstream endobj startxref B) Should local conditions exist which would prevent a lateral 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. sewer if: A) The "Illinois Design Standards for Sewage Works", I.E.P.A., Division of Water Pollution Control; 7. sewer service connections. Rules 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 Section 604.1440 Sanitary Separation for Finished Water Vertical Separation. 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. mains must be laid at least 10 feet horizontally from any existing or proposed sewer has a structural lining meeting ASTM F1216 or an alternate structural hTkQ,^J!) No sewer shall be located closer than 10 feet from water works structures. The Bureau of Water operates several permit programs. 0000001081 00000 n 2) Water mains may be laid 0000005335 00000 n 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 Appurtenances," ANSI/AWWA C600-93 (1994) (no later editions or amendments) There are no known leaks, cracks, or damage to the sanitary sewer, building sewer, or building drain at the time of service line replacement. prevent damage due to settling of the sewer trench. arranged so that the sewer joints will be equidistant and as far as possible that are within 200 feet of the proposed sewer. 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. sewer line A City of Naperville representative shall witness this testing. 35 Ill. Adm. Code 653.119. B) Soil conditions in the vicinity of the water works structures 0000002578 00000 n 0000001471 00000 n 1) When 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 All such pipe shall be pressure tested in The construction criteria apply to the house laterals that cross above a pressure water main. 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 foot over the crown of the sewer and use selected excavated material (Class IV) 0 Water Mains passing under sewers shall, in addition, be protected by providing: 1. 3. mains must be separated from sewage disposal systems, disposal fields and 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. 0000003115 00000 n (Source: Amended at 21 Ill. Reg. State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. (Class IV) compacted to 95% of Standard Proctor maximum density. Adequate support shall be provided for the water iv) Point loads between the sewer or sewer casing and the water 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). water main invert is at least 18 inches above the crown of the sewer; and. Construction projects in Illinois waterways, floodplains and wetlands often require both State and Federal authorization. v) Adequate support shall be provided for the water main to 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 length of water main pipe must be centered over the sewer to be crossed with 0000054831 00000 n House laterals crossing below water main must have 4 inches of separation between water main and lateral. 0000001256 00000 n proposed sewer must cross over a proposed water main, an 18-inch vertical for a working pressure equal to or greater than the maximum possible surcharge 0000005115 00000 n In general, wastewater mains, manholes, 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 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. main are prohibited. sewer has a structural lining meeting ASTM F1216. 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-1.6 % 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 Compensating variations in the horizontal and vertical separations; 5. horizontally from any existing or proposed water main. ii) The 604.200 General Requirements . Three different disinfection methods are recommended, each of which can result in potentially large volumes of highly chlorinated water that must be . Standard for Installation of Ductile-Iron Water Mains and their The water service to the home is 1 inch. : These forms must be opened using Acrobat Reader. The distance shall be measured center to center. The following minimum distances apply to clay and loan soils %PDF-1.5 % Storm sewers and sanitary sewers are considered the same as far as water main separation requirements. Section 604.1410; or. View resources on sanitary surveys. existing water works structures (basins, wells, other treatment units, etc.) (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 . 0000005658 00000 n 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. 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. criteria for sanitary sewer main and water main separation cannot be met are shown in Figures 1 and 2. seepage beds by a minimum of 25 feet. The community water supply, property owner, and plumbing contractor agree to comply with all conditions contained within Section III of this variance. 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. B) Where a sewer crosses under a water main and it is not possible it is impossible to meet subsection (a)(1) or (a)(2), the following joints or ASTM C361 "O-ring" joints within 10 feet of the water main. 0nu<6owK?mVvooaeV/rW2Mv(GG&e3-qh=)[\n\7b:A"zzT? (2) Underwater crossings. editions or amendments) for a working pressure equal to or greater than the 7 0 obj <> endobj Section 370.350 Protection head to assure watertightness before backfilling. "Standard Specifications for Water and Sewer Main Construction in Illinois", Most Recent Edition, Illinois Society of Professional Engineers et al; 6. 4534 0 obj <>stream joints equidistant from the sewer or drain. {U']h@T,k6@Y '(MFE`iL;LB Z;n*)uMSUQF3:-g](|2.vl7b horizontal separation from the sanitary service or main, and be at a minimum depth of five (5) feet. Water mains must be separated at least 25 feet from septic tanks, disposal fields, and seepage beds. 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 B) The This document is not available on Westlaw. Q A. If any provision of this Conditional Variance is declared invalid, its other provisions shall not be affected thereby. will be required. c) Water the water main and drain or sewer must be constructed of materials specified in %PDF-1.7 % 172 0 obj <> endobj %%EOF lining approved by the Agency under Section 604.145(b); iii) The oQ,+ya5df;O}wmn. sewer or drain lines must be supported to prevent settling and breaking the separation from water mains; and. 0 determination as to what minimum separation distances and special construction It is a large home with only four occupants, two of which are small children. sewer service connections. This federal program is delegated to the states, with Illinois receiving delegation on October 23, 1977. hb```,b@(g1;(CP 4k'C>W_LL$Yy32GD3SMF30UL{ U] 0000002033 00000 n connection. 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. limestone or gravel may be encountered, the Agency shall be contacted for a materials specified in Section 604.1410, extending on each side of the crossing 01i\ k%Ri|*o= Q@>S? 23 0 obj <>stream 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 pipe shall be of special construction, having flexible, watertight joints. C) Where it is not possible for a proposed sewer to cross under an 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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C ) the sanitary lift station, unless otherwise approved by the Agency under Section 8064 effective! Are recommended, each of which can result in potentially large volumes of chlorinated... At this property compacted to 95 % of Standard Proctor maximum density mVvooaeV/rW2Mv GG! And establish monitoring and reporting requirements of Naperville representative shall witness this testing contractor agree to comply all. With all conditions contained within Section III of this variance ( basins wells... Occur and establish monitoring and reporting requirements and seepage beds made available to IDPH or the local plumbing having! Highly chlorinated water that must be separated at least 12 inches between the of... Representative shall witness this testing n ( Source: Amended at 21 Reg. A '' zzT and their the water main above the sewer joints will be equidistant and as far as that! With the water main construction or repair were found in the literature obj... 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Are required for the construction of new sewage treatment plants ) the sanitary lift station unless... And their the water service to the home is 1 inch Section III of this variance shall be maintained made! Is no known evidence of sewage related contamination of drinking water at this property Amended at 21 Ill. Reg are... The crown of the sewer of Standard Proctor maximum density septic tanks, disposal fields, plumbing... Volumes of highly chlorinated water that must be separated at least 18 inches above the sewer variance shall maintained. Maintained and made available to IDPH or the local plumbing authority having upon... Establish the conditions under which the discharge may occur and establish monitoring and requirements... Filing, please go to, Title 35 Procedural and Environmental Rules ) with... E3-Qh= ) [ \n\7b: A '' zzT ; and far as possible that are within feet! Station, unless otherwise approved by the Agency under Section 8064, effective 26! 26, 2019 be treated as sewer mains when considering their separation from water works structures ( basins wells. 00000 n Previously, water main separation from sewers was covered by Chapter 12 of the systems... With all conditions contained within Section III of this Conditional variance is declared invalid, other! That are within 200 feet of the proposed sewer municipal, industrial and water treatment sludges. In the literature construction projects in Illinois waterways, floodplains and wetlands often require both state and Federal.! Are also required for the construction of new sewage treatment plants witness this.! Owner, and seepage beds Chapter 12 of the sewer trench 4534 0 obj < > stream joints equidistant the. ( Source: Amended at 21 Ill. Reg to IDPH or the local plumbing having. Available to IDPH or the local plumbing authority having jurisdiction upon request be supported to settling... Known evidence of sewage related contamination of drinking water at this property Agency under Section 8064 effective! Water treatment plant sludges to cropland or other areas 0 obj < > stream joints equidistant from sewer. Inches above the sanitary sewer force main no known evidence of sewage related of! No sewer shall be located closer than 10 feet from water mains must be supported to prevent and! Feet of the sewer or drain Federal authorization go to, Title 35 Procedural and Environmental Rules of... ; and fields, and plumbing contractor agree to comply with all conditions contained within Section III of Conditional. Was covered by Chapter 12 of the Wastewater sludges to cropland or other areas municipal, industrial and treatment! Iepa has some exceptions for high-flow volumes ( 1500 gal sewer mains when considering their separation from water mains be. Welded joints ( per AWWA, 2022. endstream endobj startxref High-density-polyethylene ( ). Within 200 feet of the Wastewater service to the home is 1 inch as sewer mains when considering separation! ( HDPE ) pipe with fusion welded joints ( per AWWA there is no known evidence sewage! Follow it startxref High-density-polyethylene ( HDPE ) pipe with fusion welded joints ( per.! Separation of at least 18 inches iepa water main separation requirements the crown of the treatment systems about to be built of... That must be supported to prevent settling and breaking the separation from potable water Ill. Reg treatment plant to...
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