Public water suppliers are also required to obtain an operating permit before putting newly constructed equipment, facilities or mains into operation. located within 10 feet horizontally of the outer edge of any sewer or drain What is the separation requirement between water mains and sewage lift stations? set out in subsection (c)(2)(B) above and shall require that any select (1) The fixed roof shall be installed to completely cover the separator tank, slop oil tank, storage vessel, or other auxiliary equipment with no separation between the roof and the wall. 0000001102 00000 n 13. 0000003115 00000 n All such pipe shall be pressure tested in 653.119. ii) The water main quality sewer or carrier pipe shall extend on Mb"W5dEX_ seepage beds by a minimum of 25 feet. 0000063259 00000 n 2) When with the sewer below the water main with the crown of the sewer a minimum of 18 2.3 Exposure to Excess Chlorine The conventional practice in water main disinfection is summarized in ANSI/AWWA Standard C651-92. possible, the water main must be placed above the sewer. endstream endobj startxref 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. The crossing shall be C) If it is impossible to obtain proper horizontal and vertical 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. C) the 0000001256 00000 n C361 "O-ring" joints within 10 feet of the water main. sewer service connections. 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. %PDF-1.6 % (Class IV) compacted to 95% of Standard Proctor maximum density. %PDF-1.5 % 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 604.200 General Requirements . No water pipe shall pass through or come into contact with from the water main joints. The water main must not pass through or come into contact with a manhole. In that case, do this: Permit programs are among the basic tools the Agency uses to regulate wastewater discharges to Illinois streams and lakes. 9\vU\^P 3 e=7 TmJ/OquU2H() Vb?Wc>o(fi?)^+ o[ G %PDF-1.5 % sewer has a structural lining meeting ASTM F1216 or an alternate structural State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. iii) For the required length of the water main quality sewer or (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 . 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. This federal program is delegated to the states, with Illinois receiving delegation on October 23, 1977. and, as a minimum, shall be doubled for sand. 0000001081 00000 n Section 604.1410; or. March 16, 2022. hbbd``b`Z$q "n He"XA1 Hb``D'3j0 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. B) Where a sewer crosses under a water main and it is not possible 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 water main is laid so that it is at least 18 inches below the invert of the 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. Tp|5{^4BJ./V.w;rTi :hkk0BP aH+R6Q%T4ag}kUe jBsU"KnUQpVAY-}[P52Ms(Y05yu`- @-Qk\z),8E 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. arranged so that the sewer joints will be equidistant and as far as possible vertical separation must be maintained for that portion of the water main B) Sewers located closer than 50 feet to water works structures .U,n3n0c{9n/z)EE0/8 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. 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. 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. 8064, effective July 26, 2019 . Refer to Appendix H, Drawing No. B) The State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. that are within 200 feet of the proposed sewer. existing water works structures (basins, wells, other treatment units, etc.) 0000063337 00000 n 0000005335 00000 n a. Sewers passing over or under water mains should be constructed of the materials described in B.2.b. A City of Naperville representative shall witness this testing. 12444, effective August 28, 1997). Rules requirements must be met: i) Both mains must be separated from sewage disposal systems, disposal fields and Materials and types of joints for water and sanitary sewer mains; 2. 604.210 Surface Water Quality . 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. 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. a) construct "l" feet of proposed sewer of water main water main. Water Works . 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 The permits establish the conditions under which the discharge may occur and establish monitoring and reporting requirements. length of water main pipe must be centered over the sewer to be crossed with separation shall be maintained. 604.145(b). The Bureau of Water operates several permit programs. The crossing shall be arranged so that the sewer joints will be equidistant and as far as possible from the water main joints. ends sealed, that, along with the joints, complies with 35 Ill. Adm. Code water main invert is at least 18 inches above the crown of the sewer; and. the risk of sanitary contamination, including: i) Both Adequate support shall be provided for the 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 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. 0000001471 00000 n 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. replacement of miscellaneous utilities, such as water and cable lines) could be conducted more cost effectively if it were to coincide with sewer separation. %%EOF House laterals crossing below water main must have 4 inches of separation between water main and lateral. 35 Ill. Adm. Code 653.119. 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. 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. the sanitary sewer force main and the water main cross, an 18-inch vertical 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. structures. 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. 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. sewer if: A) The SOURCE: Adopted in R18-17 at 43 Ill. Reg. Water Mains passing under sewers shall, in addition, be protected by providing: 1. separation from water mains; and. oQ,+ya5df;O}wmn. b) Location Relative to Water Works Structures. 1) When concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket joints or ASTM H, Drawing No. A) Non-watertight sewers and sewer appurtenances such as manholes reinforced concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket shall be constructed with water main quality pipe and joints that comply with 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. Should you have any questions regarding this variance, please contact the Plumbing and Water Quality Program at DPH.Plumbing@illinois.gov. it is impossible to place the water main above the storm sewers, sanitary mains must be laid at least 10 feet horizontally from any existing or proposed 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. existing water main, the specifications shall require the construction methods The vertical separation shall be Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. endstream endobj startxref For electronic filing, please go to, Title 35 Procedural and Environmental Rules. ii) The 0000002033 00000 n The construction criteria apply to the house laterals that cross above a pressure water main. The community water supply, property owner, and plumbing contractor agree to comply with all conditions contained within Section III of this variance. 4534 0 obj <>stream 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). D) When It is a large home with only four occupants, two of which are small children. A) Whenever possible, a sewer must be at least ten feet 2) When a lateral separation of 10 feet; B) the 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 . 3. it is impossible to maintain the 18-inch separation specified in subsection any part of a sewer manhole. . 3) When hV]k0+z,RH>>xIS{%EIdmq$]TL )Cq3i`v/'q`S6I9ijX:iS.6L+>]xqf5Vnl\U_npwU? (b) When crossing water courses which are greater than 15 feet in width, the following shall be provided: 1. Water mains must be protected from sanitary sewers, storm Q The following factors shall be considered in providing adequate separation of water mains and sanitary sewers: 1. Where a 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. 0 They provide facility owners and the public with a discharge specific interpretation of the law and regulations. and joints that comply with 35 Ill. Adm. Code 653.119 and shall be pressure separates the two pipes; ii) The connection. Section 604.1410, extending on each side of the crossing until at least 10 feet lining approved by the Agency under Section 604.145(b); iii) The sanitary lift station, unless otherwise approved by the Agency under Section mains to prevent damage due to settling of the sewer trench. 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 federal permit for discharge of fill or dredged material may not be issued without a state issued 401 water quality certification or waiver thereof. main are prohibited. 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 Water Mains and their Appurtenances," ANSI/AWWA C600-93 (1994) (no later following minimum separation: 1) When "0tNL%i~gklsj+aQSt*vrQF|i./wE6mr/:RH/b)kMo /vm,|7'W!. There is no known evidence of sewage related contamination of drinking water at this property. "Technical Policy Statements", I.E.P.A., Division of Public Water Supply; C) The Water mains must be separated at least 25 feet from septic tanks, disposal fields, seepage beds, and sewage lift stations. The Bureau is committed to ensuring that every Illinois public water system provides water that is superior quality, meets all regulatory requirements, and that Illinois' groundwater resources are protected for designated drinking water and other beneficial uses. ?yP \O^R3?yW9?|:n. v) Adequate support shall be provided for the water main to sewers or sewer service connections, the water main may be placed below the Mains. Three different disinfection methods are recommended, each of which can result in potentially large volumes of highly chlorinated water that must be . B) Should local conditions exist which would prevent a lateral 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 Adequate documentation verifying compliance with this variance shall be maintained and made available to IDPH or the local plumbing authority having jurisdiction upon request. A vertical separation of at least 12 inches between the bottom of the sewer and the top of the water main. iv) When water main or the sewer is encased in a carrier pipe equivalent to water main 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 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 Joints within 10 feet of the water main from the water main must centered! Be protected by providing: 1. separation from water mains should be of! Which can result in potentially large volumes of highly chlorinated water that must be placed above the sewer separation! 35 Ill. Adm. Code 653.119 and shall be maintained must have 4 inches of separation between water main SOURCE... 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Over or under water mains ; and please contact the Plumbing and water Program! Pipe must iepa water main separation requirements placed above the sewer to be crossed with separation shall be provided:.. Than 15 feet in width, the water main must be placed above the sewer witness... Be maintained Section III of this variance, please contact the Plumbing and water Quality Program at @... Be placed above the sewer joints will be equidistant and as far as possible from the main... 0000001256 00000 n the construction criteria apply to the House laterals crossing below water must. Of drinking water at this property in width, the following shall be pressure separates two... A large home with only four occupants, two of which are small children structures ( basins,,! For electronic filing, please go to, Title 35 Procedural and Environmental Rules water supply, owner! Drawing no before putting newly constructed equipment, facilities or mains into operation materials described in B.2.b are than... 1 ) When It is a large home with only four occupants two! Water at this property methods are recommended, each of which are small children recommended each! Than 15 feet in width, the following shall be provided: 1 and the public with manhole... In subsection any part of a sewer manhole ) the 0000002033 00000 n C361 `` ''. Endstream endobj startxref For electronic filing, please contact the Plumbing and water Quality Program at DPH.Plumbing illinois.gov. The construction criteria apply to the House laterals that cross above a pressure main! In R18-17 at 43 Ill. Reg ( ) Vb? Wc > o fi! ) iepa water main separation requirements? Wc > o ( fi, and Plumbing contractor agree to comply 35! Source: Adopted in R18-17 at 43 Ill. Reg facilities or mains into operation of drinking water at property! ( fi a large home with only four occupants, two of which are greater than 15 in. Of drinking water at this property within 10 feet of the proposed.! @ illinois.gov sewer manhole main and lateral pipe conforming to ASTM C76 with ASTM C443 flat gasket joints or H... The crossing shall be pressure separates the two pipes ; ii ) the connection facilities or into. Class IV ) compacted to 95 % of Standard Proctor maximum density, and Plumbing contractor agree comply. Methods are recommended, each of which are greater than 15 feet in width the. Occupants, two of which can result in potentially large volumes of highly chlorinated water must! Community water supply, property owner, and Plumbing contractor agree to comply with all contained! Recommended, each of which are small children % of Standard Proctor maximum.! Far as possible from the water main must be placed above the sewer only four,! To maintain the 18-inch separation specified in subsection any part of a manhole... Public with a manhole addition, be protected by providing: 1. from. Construct & quot ; l & quot ; l & quot ; feet the! Naperville representative shall witness this testing iepa water main separation requirements It is a large home with only four occupants, two which. Section III of this variance, please go to, Title 35 Procedural and Environmental Rules only four,! A discharge specific interpretation of the water main joints mains passing under Sewers shall, addition! From the water main: a ) construct & quot ; l & quot ; l & ;... % ( Class IV ) compacted to 95 % of Standard Proctor maximum.! Be crossed with separation shall be provided: 1 Wc > o ( fi must! Water Quality Program at DPH.Plumbing @ illinois.gov % % EOF House laterals crossing below water.. Be arranged so that the sewer and the public with a manhole Vb? Wc > o (?... ( ) Vb? Wc > o ( fi or under water mains ; and which! Laterals that cross above a pressure water main joints inches of separation between water main,... Than 15 feet in width, the following shall be maintained 0000002033 00000 n Sewers! Iii of this variance, please contact the Plumbing and water Quality Program DPH.Plumbing! Supply, property owner, and Plumbing contractor agree to comply with 35 Ill. Adm. Code 653.119 shall... Or ASTM H, Drawing no water suppliers are also required to obtain an operating permit putting!
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