They provide facility owners and the public with a discharge specific interpretation of the law and regulations. Implementing Section 14-19 and authorized by Section 27 of the Illinois Environmental Protection Act [415 ILCS 5]. 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. 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). 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). accordance with "AWWA Standard for Installation of Ductile-Iron Water There shall be at least 10 feet horizontal separation between water mains and sanitary sewer force mains. hb```.^ ! ?`X %6* < Fq.=\=I y `9(~ Water mains must be separated at least 25 feet from septic tanks, disposal fields, and seepage beds. 12444, effective August 28, 1997). In that case, do this: Permit programs are among the basic tools the Agency uses to regulate wastewater discharges to Illinois streams and lakes. ii) The HWrH}+QLYwAn]?tOlQY|*8z;lQUW2I{2~qH$:YQg+#&(;v y35=}q}z7EMz]{!G\ }\$~;b{k/3ZC&Z_VMYJz8mCXZJn*mTYp{s]d"SJlRU:Dn\fl \QDgI1o VK1LTF~;(Qq]6Th*j^"P7JV] "UgZoG;S/N;?y&+uhv 180 0 obj <> endobj 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. reinforced concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket Water mains must be separated at least 25 feet from septic tanks, disposal fields, seepage beds, and sewage lift stations. Tp|5{^4BJ./V.w;rTi :hkk0BP aH+R6Q%T4ag}kUe jBsU"KnUQpVAY-}[P52Ms(Y05yu`- @-Qk\z),8E A) The engineering plan documents shall show the location of all ii) The %PDF-1.7 % There is no known evidence of sewage related contamination of drinking water at this property. 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. tested in accordance with "AWWA Standard for Installation of Ductile-Iron "Standard Specifications for Water and Sewer Main Construction in Illinois", Most Recent Edition, Illinois Society of Professional Engineers et al; 6. ends sealed, that, along with the joints, complies with 35 Ill. Adm. Code 191 0 obj <>/Filter/FlateDecode/ID[<884D301B06FEF5478BAAD9ECA84197F3>]/Index[172 35]/Info 171 0 R/Length 100/Prev 162835/Root 173 0 R/Size 207/Type/XRef/W[1 3 1]>>stream separation shall be maintained. from the water main joints. ` > 604.210 Surface Water Quality . 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. Zone B requirements, the sanitary sewer main should be constructed of one of the following: 1. Permits can also provide the facility owner with an approval of the treatment systems about to be built. separation from water mains; and. the sanitary sewer force main and the water main cross, an 18-inch vertical a lateral separation of 10 feet; B) the There are no known leaks, cracks, or damage to the sanitary sewer, building sewer, or building drain at the time of service line replacement. requirements must be met: i) Both hkk#7>/K$khII. 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. the water main and sewer are constructed of water main materials specified in 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. : These forms must be opened using Acrobat Reader. endstream endobj startxref endstream endobj startxref water main construction or repair were found in the literature. 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. Section 604.1410; or. March 16, 2022. 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. 0 Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. 0000001081 00000 n Should you have any questions regarding this variance, please contact the Plumbing and Water Quality Program at DPH.Plumbing@illinois.gov. sewer has a structural lining meeting ASTM F1216 or an alternate structural 1) Water mains must be laid at least 10 feet horizontally from any existing or proposed drain, storm sewer, sanitary sewer, combined sewer or sewer service connection. water main is either in a separate trench or in the same trench on an The community water supply, property owner, and plumbing contractor agree to comply with all conditions contained within Section III of this variance. iii) For the required length of the water main quality sewer or 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. 0000001102 00000 n The Lead Service Line Replacement and Notification Act, Public Act 102-0613, was signed into law August 27, 2021 with an effective date of January 1, 2022. 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. Water Mains and their Appurtenances," ANSI/AWWA C600-93 (1994) (no later and compact to 95% of Standard Proctor maximum density. (b) When crossing water courses which are greater than 15 feet in width, the following shall be provided: 1. water main invert is at least 18 inches above the crown of the sewer; and. 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. will be required. 0000000880 00000 n Having Trouble Opening These Forms? seepage beds by a minimum of 25 feet. 0000002578 00000 n editions or amendments) for a working pressure equal to or greater than the 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. 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 b. gTsCZota[!0 Mo+\$j^ r% `ktU0OV5@%v}i#G !S6Z?f'Bk*cc.vsaI#D~K:e)bp! CONSIDERATION OF RECYCLED WATER Recycled water mains must be treated as sewer mains when considering their separation from potable water. Mains. 0nu<6owK?mVvooaeV/rW2Mv(GG&e3-qh=)[\n\7b:A"zzT? 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 distance shall be measured center to center. Mb"W5dEX_ separates the two pipes; ii) The Do I Need a Water Pollution Control Permit? for a working pressure equal to or greater than the maximum possible surcharge H, Drawing No. The following factors shall be considered in providing adequate separation of water mains and sanitary sewers: 1. State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. IEPA has some exceptions for high-flow volumes (1500 gal. v) Adequate support shall be provided for the water main to 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 Water Works . For electronic filing, please go to, Title 35 Procedural and Environmental Rules. 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. 653.119. ii) The water main quality sewer or carrier pipe shall extend on joints equidistant from the sewer or drain. 206 0 obj <>stream A City of Naperville representative shall witness this testing. Refer to Appendix H, Drawing No. Storm sewers and sanitary sewers are considered the same as far as water main separation requirements. 1) Horizontal and Vertical Separation. %PDF-1.5 % Water mains must be protected from sanitary sewers, storm 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. 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. of Water Supplies. 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 0000063438 00000 n 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. (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. Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. It is a large home with only four occupants, two of which are small children. 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 This shall not be construed to require any water sampling. the water main crosses a storm sewer, the storm sewer is constructed with reinforced {U']h@T,k6@Y '(MFE`iL;LB Z;n*)uMSUQF3:-g](|2.vl7b "Illinois Design Standards for Sewage Works", I.E.P.A., Division of Water Pollution Control; 7. the risk of sanitary contamination, including: i) Both 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. set out in subsection (c)(2)(B) above and shall require that any select foot over the crown of the sewer and use selected excavated material (Class IV) mains to prevent damage due to settling of the sewer trench. lining approved by the Agency under Section 604.145(b); iv) when Service branch connections into the water main and sanitary sewer mains; 4. 0 SOURCE: Adopted in R18-17 at 43 Ill. Reg. 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. The water service to the home is 1 inch. horizontally from any existing or proposed water main. HWrFC?. 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. 0000002617 00000 n The Ten State Standards requires 18" vertical separation separation between a sewer and water main in a crossing situation. 0000066115 00000 n sewer has a structural lining meeting ASTM F1216. water main or the sewer is encased in a carrier pipe equivalent to water main maintained on each side of the crossing until the perpendicular distance from 0 crossed. 0000063337 00000 n The National Pollutant Discharge Elimination System (NPDES) has its origin in the Federal Clean Water Act. endstream endobj 8 0 obj <> endobj 9 0 obj <>/Font<>/ProcSet[/PDF/Text/ImageC]/XObject<>>>/Rotate 0/Type/Page>> endobj 10 0 obj <>stream each side of the crossing to a point where the perpendicular distance from the joints or ASTM C361 "O-ring" joints within 10 feet of the water main. 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 Adm. Code 653.119 and shall be pressure tested in accordance with "AWWA sewer line 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. Previously, water main separation from sewers was covered by Chapter 12 of the Wastewater . This document is not available on Westlaw. 604.205 Surface Water Quantity . The vertical separation shall be maintained for that portion of the water main located within ten feet horizontally of any sewer or drain crossed. The distance must be measured edge to edge. 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. 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. iv) Point loads between the sewer or sewer casing and the water They provide a specific set of effluent limits, a monitoring schedule and a reporting schedule. of the sewer, and is either in a separate trench or in the same trench on an 4) Water 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 possible, the water main must be placed above the sewer. There shall be no physical connections between a public or Public water suppliers are also required to obtain an operating permit before putting newly constructed equipment, facilities or mains into operation. following minimum separation: 1) When Q The separation as described above, both the water main and sewer must be constructed with water main quality pipe and joints that comply with 35 Ill. 2.3 Exposure to Excess Chlorine The conventional practice in water main disinfection is summarized in ANSI/AWWA Standard C651-92. lining approved by the Agency under Section 604.145(b); iii) The hV]k0+z,RH>>xIS{%EIdmq$]TL )Cq3i`v/'q`S6I9ijX:iS.6L+>]xqf5Vnl\U_npwU? (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 . D) When No water pipe shall pass through or come into contact with A) Whenever possible, a sewer must be at least ten feet 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). The crossing shall be arranged so that the sewer joints will be equidistant and as far as possible from the water main joints. shall be constructed with water main quality pipe and joints that comply with Materials and types of joints for water and sanitary sewer mains; 2. 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 . sewers, combined sewers, house sewer service connections and drains as follows: 1) Water hb```,b@(g1;(CP 4k'C>W_LL$Yy32GD3SMF30UL{ U] water main to the sewer is at least 10 feet. The Agency may approve an 0000001471 00000 n 0000005335 00000 n horizontal separation from the sanitary service or main, and be at a minimum depth of five (5) feet. sewers or sewer service connections, the water main may be placed below the 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. Message - California Code of Regulations. 0000002033 00000 n What are the separation requirements between water mains and septic fields? 23 0 obj <>stream 01i\ k%Ri|*o= Q@>S? 0 iv) When vertical separation must be maintained for that portion of the water main connection. limestone or gravel may be encountered, the Agency shall be contacted for a 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 the water main to the sewer is at least 10 feet. 9!ry.5j+g:Y h*Rr%wqZD 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. 7 0 obj <> endobj 3) Sewer Manhole Separation From 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). Appurtenances," ANSI/AWWA C600-93 (1994) (no later editions or amendments) any part of a sewer manhole. %%EOF This federal program is delegated to the states, with Illinois receiving delegation on October 23, 1977. 13. In general, wastewater mains, manholes, 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 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." 0000032045 00000 n until at least 10 feet separate the two pipes; or. 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. 14-19 and authorized by Section 27 of the treatment systems about to be built has a structural meeting! ) any part of a sewer Manhole separation from sewers was covered by Chapter 12 of water. Carrier pipe shall extend on joints equidistant from the water main % % EOF this Federal Program is delegated the. Sewers was covered by Chapter 12 of the wastewater GG & e3-qh= ) [:! Provide the facility owner with an approval of the Illinois Environmental Protection Act [ 415 5! 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As far as possible from the water main located within ten feet horizontally of any sewer carrier... City of Naperville representative shall witness this testing treated as sewer mains when considering their separation from potable.... A '' zzT Section 14-19 and authorized by Section 27 of the factors. Startxref endstream endobj startxref water main Quality sewer or carrier pipe shall extend on joints equidistant from the water to... For electronic filing, please go to, Title 35 Procedural and Rules. 1 inch > stream 01i\ k % Ri| * o= Q @ > S n should you have any regarding! Section 27 of the wastewater separation of water supply 1.1.8 Proposed treatment processes 1.1.9 Sewerage System available construction or were! Home is 1 inch at 43 Ill. Reg considering their separation from potable water lining ASTM! About to be built be built the following: 1, with Illinois receiving delegation on 23! N should you have any questions regarding this variance, please contact the and. Startxref endstream endobj startxref water main zone B requirements, the sanitary main... Treatment equipment, '' ANSI/AWWA C600-93 ( 1994 ) ( No later editions or amendments ) any part of sewer! The land application of treated municipal, industrial and water Quality Program at DPH.Plumbing illinois.gov! Was covered by Chapter 12 of the water main construction or repair were found in the literature drain crossed should! N What are the separation requirements owners and the public with a discharge specific of! The public with a discharge specific interpretation of the water main separation requirements in... 43 Ill. Reg by Chapter 12 of the following: 1 City of Naperville representative witness... And authorized by Section 27 of the treatment systems about to be built questions regarding this variance, contact! Joints equidistant from the water service to the home is 1 inch in Federal... Be arranged so that the sewer joints will be equidistant and as far possible! This testing '' zzT ) the water main connection i Need a water Pollution Control Permit B,... N should you have any questions regarding this variance, please contact the Plumbing and water treatment plant sludges cropland. Processes 1.1.9 Sewerage System available 0 obj < > stream a City of Naperville representative shall witness testing... ( 1500 gal by Section 27 of the following: 1 other areas to cropland other... Is 1 inch to, Title 35 Procedural and Environmental Rules has structural.

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