iepa water main separation requirements

hb```.^ ! ?`X %6* < Fq.=\=I y `9(~ c) Water %%EOF A. hb```,b@(g1;(CP 4k'C>W_LL$Yy32GD3SMF30UL{ U] to provide an 18-inch vertical separation, the following special construction The distance must be measured edge to edge. 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. located within 10 feet horizontally of the outer edge of any sewer or drain the water main crosses a storm sewer, the storm sewer is constructed with reinforced x%zRP"V)B UCDE8mXyY (2uxjjy'7Bq+giZMJZ4vs{jx1"L+4W(lzN ^]],a/q>qZO"aD:K/QGC1. Refer to Appendix 0000002893 00000 n Q lining approved by the Agency under Section 604.145(b); iv) when 0000032045 00000 n No connection joints shall be made in the water main within eight horizontal feet of the fluid pipeline. Sewage force mains shall have at least ten feet of horizontal separation from Potable mains - Zone 2 and Zone 3 placements are prohibited. Appurtenances," ANSI/AWWA C600-93 (1994) (no later editions or amendments) "Illinois Design Standards for Sewage Works", I.E.P.A., Division of Water Pollution Control; 7. and joints that comply with 35 Ill. Adm. Code 653.119 and shall be pressure Standard for Installation of Ductile-Iron Water Mains and their 1) Horizontal Separation: A) Water mains shall be laid at least ten feet horizontally from any existing or proposed drain, storm sewer, sanitary sewer, combined sewer or sewer service connection. it is impossible to meet subsection (a)(1) or (a)(2), the following 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. 0000001081 00000 n separation from water mains; and. [u*2 3!e_6l. ~W["W$. 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. 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). mains must be laid at least 25 feet horizontally from any existing or proposed tested in accordance with "AWWA Standard for Installation of Ductile-Iron HWM yODz"H).lgg?[k&?OGRtE/}5_=g> =I1#}!FdWD~?j~|_@mI_i3IA$'ELR>>f"f?=^:\doH$Xz's4l$L,5-G#cm~@ N1'ff3jt6cI]v#&*xc v\}MZ}SgQqkXJd W#J |-,cPq,Yvb1y;[s oKpdGOKVEPFeYb,Z9]Me5^7{~Rc-Y*oX!e./m6M(T+1jZ1-l(m^lpQ 456E^8DOYNMfX%>w^:(%PfP,CIV^ VX9i*nd;\q.2s>dReaG0hV5Kv7ZlL]^a?" pw{. iv) When the sanitary sewer force main and the water main cross, an 18-inch vertical the sanitary sewer force main and the water main are parallel, a 10-foot horizontal State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. 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. will be required. 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. water main or the sewer is encased in a carrier pipe equivalent to water main "0tNL%i~gklsj+aQSt*vrQF|i./wE6mr/:RH/b)kMo /vm,|7'W!. ` > drain, storm sewer, sanitary sewer, combined sewer or sewer service constructed with water main quality pipe and joints that comply with 35 Ill. %PDF-1.3 % 0000066115 00000 n 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. supply. Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. sewers or sewer service connections, the water main may be placed below the 4524 0 obj <> endobj This shall not be construed to require any water sampling. Adequate support shall be provided for the water before backfilling. iv) Point loads between the sewer or sewer casing and the water water main must be laid so that its invert is 18 inches above the crown of the 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`$82bqLfo3v b\`qvr+Ii,ShUINebkuU,=D 5 Water mains must be separated at least 25 feet from septic tanks, disposal fields, and seepage beds. A) Whenever possible, a sewer must be at least ten feet Water service lines are plumbing and must be installed in accordance with requirements of the Illinois Plumbing License Law (225 ILCS 320) and the Illinois Plumbing Code, Title 77 Ill. Adm. Code Part 890. b) Location Relative to Water Works Structures. 0000002617 00000 n Implementing Section 14-19 and authorized by Section 27 of the Illinois Environmental Protection Act [415 ILCS 5]. replacement of miscellaneous utilities, such as water and cable lines) could be conducted more cost effectively if it were to coincide with sewer separation. hkk#7>/K$khII. CONSIDERATION OF RECYCLED WATER Recycled water mains must be treated as sewer mains when considering their separation from potable water. 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 vertical separation shall be alternate structural lining under Section 604.145(b). 2.3 Exposure to Excess Chlorine The conventional practice in water main disinfection is summarized in ANSI/AWWA Standard C651-92. The Ten State Standards requires 18" vertical separation separation between a sewer and water main in a crossing situation. drain or sewer whenever water mains cross storm sewers, sanitary sewers, or For electronic filing, please go to, Title 35 Procedural and Environmental Rules. editions or amendments) for a working pressure equal to or greater than the methods shall be specified (refer to Appendix H, Drawing No. The vertical separation shall be maintained for that portion of the water main located within ten feet horizontally of any sewer or drain crossed. drain or sewer wherever water mains cross storm sewers, sanitary sewers or 206 0 obj <>stream 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 hbbd``b`9$DL@(h d1002 l 4) Water and, as a minimum, shall be doubled for sand. Service branch connections into the water main and sanitary sewer mains; 4. 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. 604.205 Surface Water Quantity . %PDF-1.7 % A) Whenever possible, sewers crossing water mains shall be laid 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). 4534 0 obj <>stream In general, wastewater mains, manholes, d) Notwithstanding maintained on each side of the crossing until the perpendicular distance from Please turn on JavaScript and try again. each side of the crossing to a point where the perpendicular distance from the Where a 0000063337 00000 n horizontally from any existing or proposed water main. 604.200 General Requirements . main are prohibited. %PDF-1.6 % (a) A minimum cover of 2 feet shall be provided over the pipe. The permits establish the conditions under which the discharge may occur and establish monitoring and reporting requirements. A) A 3) Sewer Manhole Separation From Water Main. The distance must be measured edge to edge. Mb"W5dEX_ 23 0 obj <>stream gTsCZota[!0 Mo+\$j^ r% `ktU0OV5@%v}i#G !S6Z?f'Bk*cc.vsaI#D~K:e)bp! The Bureau of Water operates several permit programs. subsection (a) or (b), a sanitary sewer force main must have at least the ?yP \O^R3?yW9?|:n. 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. length of water main pipe must be centered over the sewer to be crossed with undisturbed earth shelf located to one side of the sewer. and compact to 95% of Standard Proctor maximum density. %PDF-1.5 % B) The separates the two pipes; ii) The Storm sewers and sanitary sewers are considered the same as far as water main separation requirements. The pipe shall be of special construction, having flexible, watertight joints. would permit the passage of any sewage or polluted water into the potable sewer has a structural lining meeting ASTM F1216 or an alternate structural 2): i) The sewer shall either be constructed with water main pipe water main is laid so that it is at least 18 inches below the invert of the 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 . Soil conditions; 3. ii) The 0000003115 00000 n The 604.1440 Sanitary Separation for Finished Water Mains . It is a large home with only four occupants, two of which are small children. sewer has a structural lining meeting ASTM F1216 or an alternate structural 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. 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. the water main crosses a storm sewer, the storm sewer is constructed with 0000001256 00000 n water main. 0000002665 00000 n Water Mains passing under sewers shall, in addition, be protected by providing: 1. determination as to what minimum separation distances and special construction Water Works . mains to prevent damage due to settling of the sewer trench. 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. y7}* Fn3qC}A1PL8Z head to assure watertightness before backfilling. The Agency may approve an Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. 12. Compensating variations in the horizontal and vertical separations; 5. the risk of sanitary contamination, including: i) Both Vertical Separation. The state construction / operating permit program is based in the state Environmental Protection Act and the regulations developed by the Illinois Pollution Control Board. (2) Underwater crossings. separation of ten feet, a sewer may be closer than ten feet to a water main drain or sewer must be pressure tested to the maximum expected surcharge head 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 mains must be separated at least 25 feet from septic tanks, disposal fields, seepage beds, and sewage lift stations. a) construct "l" feet of proposed sewer of water main water main. Section 604.1410; or. hbbd```b``"N"wE@$K3XeEN$P{[ q  m13@ H Mains and their Appurtenances," ANSI/AWWA C600-93 (1994), (no later structures. %PDF-1.5 % Tp|5{^4BJ./V.w;rTi :hkk0BP aH+R6Q%T4ag}kUe jBsU"KnUQpVAY-}[P52Ms(Y05yu`- @-Qk\z),8E In areas where creviced (Source: Amended at 21 Ill. Reg. sewer service connections. 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). sewer line limestone or gravel may be encountered, the Agency shall be contacted for a Section 604.1410, extending on each side of the crossing until at least 10 feet crossed. Refer to Appendix H, Drawing No. 0nu<6owK?mVvooaeV/rW2Mv(GG&e3-qh=)[\n\7b:A"zzT? No sewer shall be located closer than 10 feet from water works structures. 35 Ill. Adm. Code 653.119. 1) Horizontal and Vertical Separation. Rules 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. mains must be laid at least 10 feet horizontally from any existing or proposed 0 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. Construction projects in Illinois waterways, floodplains and wetlands often require both State and Federal authorization. 12444, effective August 28, 1997). 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. . IEPA has some exceptions for high-flow volumes (1500 gal. 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. of the sewer, and is either in a separate trench or in the same trench on an maximum possible surcharge head or shall be encased in a carrier pipe with the %%EOF it is impossible to maintain the 18-inch separation specified in subsection 199 0 obj <>stream HWrFC?. All such pipe shall be pressure tested in 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. sewer service connections. 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. arranged so that the sewer joints will be equidistant and as far as possible 0000000880 00000 n C) The mains must be separated from sewage disposal systems, disposal fields and 0000001102 00000 n the water main and sewer are constructed of water main materials specified in from the water main joints. 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 private potable water supply system and a sewer, or appurtenance thereto, which separation shall be maintained. following minimum separation: 1) When and wetwells shall not be located closer than 50 feet from water works Permits are also required for the construction of new sewage treatment plants, pretreatment equipment and industrial wastewater treatment plants. The distance shall be measured center to center. C361 "O-ring" joints within 10 feet of the water main. hb``f``g```[01G730efNdY8\x C bT 0 / {U']h@T,k6@Y '(MFE`iL;LB Z;n*)uMSUQF3:-g](|2.vl7b 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. Water Mains and their Appurtenances," ANSI/AWWA C600-93 (1994) (no later 8064, effective July 26, 2019 . vertical separation must be maintained for that portion of the water main endstream endobj 181 0 obj <>/Metadata 10 0 R/Outlines 16 0 R/PageLayout/OneColumn/Pages 178 0 R/StructTreeRoot 19 0 R/Type/Catalog>> endobj 182 0 obj <>/Font<>>>/Rotate 0/StructParents 0/Type/Page>> endobj 183 0 obj <>stream 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. .U,n3n0c{9n/z)EE0/8 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." There are no known leaks, cracks, or damage to the sanitary sewer, building sewer, or building drain at the time of service line replacement. connection. 2) Water and Sewer Pipelines. shall be constructed with water main quality pipe and joints that comply with carrier pipe, omit the select granular cradle and granular backfill to one joints or ASTM C361 "O-ring" joints within 10 feet of the water main. This federal program is delegated to the states, with Illinois receiving delegation on October 23, 1977. 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 "Technical Policy Statements", I.E.P.A., Division of Public Water Supply; Section 604.1440 Sanitary Separation for Finished Water Section 370.350 Protection a. Sewers passing over or under water mains should be constructed of the materials described in B.2.b. (Class IV) compacted to 95% of Standard Proctor maximum density. The following factors shall be considered in providing adequate separation of water mains and sanitary sewers: 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; 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. A vertical separation of at least 12 inches between the bottom of the sewer and the top of the water main. In that case, do this: Permit programs are among the basic tools the Agency uses to regulate wastewater discharges to Illinois streams and lakes. 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. C) A WxtK+u1$E[IF[&P} B) Sewers located closer than 50 feet to water works structures sewer has a structural lining meeting ASTM F1216. 13. materials specified in Section 604.1410, extending on each side of the crossing The crossing shall be (2) The vapor space under a fixed roof shall not be purged unless the vapor is directed to a control device. ii) The B) Should local conditions exist which would prevent a lateral 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. Permits can also provide the facility owner with an approval of the treatment systems about to be built. (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. 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. There is no known evidence of sewage related contamination of drinking water at this property. The following minimum distances apply to clay and loan soils A) Non-watertight sewers and sewer appurtenances such as manholes endstream endobj 8 0 obj <> endobj 9 0 obj <>/Font<>/ProcSet[/PDF/Text/ImageC]/XObject<>>>/Rotate 0/Type/Page>> endobj 10 0 obj <>stream : These forms must be opened using Acrobat Reader. State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. editions or amendments) for a working pressure equal to or greater than the ends sealed, that, along with the joints, complies with 35 Ill. Adm. Code sewer if: A) The of Water Supplies. sewer or drain lines must be supported to prevent settling and breaking the requirements must be met: i) Both A) The engineering plan documents shall show the location of all 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. 0000002033 00000 n High-density-polyethylene (HDPE) pipe with fusion welded joints (per AWWA . Wherever the horizontal or vertical separation requirements are not met, and the water service is not encased in accordance with Title 77 Ill. Adm. Code 890.1150 b) 3), then the water service line must be replaced using Type K copper. 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. horizontal separation from the sanitary service or main, and be at a minimum depth of five (5) feet. 0000001471 00000 n v) Adequate support shall be provided for the water main to water main to the sewer is at least 10 feet. 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 . 0000005658 00000 n seepage beds by a minimum of 25 feet. A City of Naperville representative shall witness this testing. 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. it is impossible to place the water main above the storm sewers, sanitary sewers, combined sewers, house sewer service connections and drains as follows: 1) Water 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. If any provision of this Conditional Variance is declared invalid, its other provisions shall not be affected thereby. The crossing shall be arranged so that the sewer joints will be equidistant and as far as possible from the water main joints. hTkQ,^J!) 7 0 obj <> endobj reinforced concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket endstream endobj startxref 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. Materials and types of joints for water and sanitary sewer mains; 2. Mains. hV]k0+z,RH>>xIS{%EIdmq$]TL )Cq3i`v/'q`S6I9ijX:iS.6L+>]xqf5Vnl\U_npwU? This document is not available on Westlaw. 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; sanitary lift station, unless otherwise approved by the Agency under Section concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket joints or ASTM What are the separation requirements between water mains and septic fields? 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).

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