This federal program is delegated to the states, with Illinois receiving delegation on October 23, 1977. 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. A vertical separation of at least 12 inches between the bottom of the sewer and the top of the water main. Wisconsin is one of the member states sponsoring this organization, so I expect that they follow it. CONSIDERATION OF RECYCLED WATER Recycled water mains must be treated as sewer mains when considering their separation from potable water. Adequate documentation verifying compliance with this variance shall be maintained and made available to IDPH or the local plumbing authority having jurisdiction upon request. %PDF-1.3 % following minimum separation: 1) When "Illinois Design Standards for Sewage Works", I.E.P.A., Division of Water Pollution Control; 7. 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 the risk of sanitary contamination, including: i) Both 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. Mains and their Appurtenances," ANSI/AWWA C600-93 (1994), (no later Service branch connections into the water main and sanitary sewer mains; 4. Mb"W5dEX_ 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 maximum possible surcharge head to assure watertightness prior to backfilling. 2.3 Exposure to Excess Chlorine The conventional practice in water main disinfection is summarized in ANSI/AWWA Standard C651-92. a lateral separation of 10 feet; B) the They provide facility owners and the public with a discharge specific interpretation of the law and regulations. Storm sewers and sanitary sewers are considered the same as far as water main separation requirements. The Bureau of Water operates several permit programs. hb```.^ ! ?`X %6* < Fq.=\=I y `9(~ water main is laid so that it is at least 18 inches below the invert of the 12444, effective August 28, 1997). The following minimum distances apply to clay and loan soils IEPA has some exceptions for high-flow volumes (1500 gal. tested in accordance with "AWWA Standard for Installation of Ductile-Iron the water main and drain or sewer must be constructed of materials specified in 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. 180 0 obj <> endobj it is impossible to maintain the 18-inch separation specified in subsection : These forms must be opened using Acrobat Reader. HWM yODz"H).lgg?[k&?OGRtE/}5_=g> =I1#}!FdWD~?j~|_@mI_i3IA$'ELR>>f"f?=^:\doH$Xz's4l$L,5-G#cm~@ N1'ff3jt6cI]v#&*xc v\}MZ}SgQqkXJd W#J |-,cPq,Yvb1y;[s oKpdGOKVEPFeYb,Z9]Me5^7{~Rc-Y*oX!e./m6M(T+1jZ1-l(m^lpQ 456E^8DOYNMfX%>w^:(%PfP,CIV^ VX9i*nd;\q.2s>dReaG0hV5Kv7ZlL]^a?" pw{. It looks like your browser does not have JavaScript enabled. B) Where a sewer crosses under a water main and it is not possible The pipe shall be of special construction, having flexible, watertight joints. 0000063438 00000 n endstream endobj 173 0 obj <>/Metadata 5 0 R/Pages 170 0 R/StructTreeRoot 9 0 R/Type/Catalog/ViewerPreferences 192 0 R>> endobj 174 0 obj <>/MediaBox[0 0 612 792]/Parent 170 0 R/Resources<>/Font<>/ProcSet[/PDF/Text/ImageC]/XObject<>>>/Rotate 0/StructParents 0/Tabs/S/Type/Page>> endobj 175 0 obj <>stream The water service to the home is 1 inch. 0000005115 00000 n of the sewer, and is either in a separate trench or in the same trench on an The vertical separation shall be Water Works . joints or ASTM C361 "O-ring" joints within 10 feet of the water main. (b)(1)(A), the Agency may approve an alternate construction method that reduces and wetwells shall not be located closer than 50 feet from water works 0000000787 00000 n 604.1440 Sanitary Separation for Finished Water Mains . . %%EOF Materials and types of joints for water and sanitary sewer mains; 2. (2) The vapor space under a fixed roof shall not be purged unless the vapor is directed to a control device. sewer service connections. Water mains must be protected from sanitary sewers, storm x%zRP"V)B UCDE8mXyY (2uxjjy'7Bq+giZMJZ4vs{jx1"L+4W(lzN ^]],a/q>qZO"aD:K/QGC1. hkk#7>/K$khII. Q Water mains must be separated at least 25 feet from septic tanks, disposal fields, and seepage beds. 604.145(b). 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. 4534 0 obj <>stream A City of Naperville representative shall witness this testing. shall be constructed with water main quality pipe and joints that comply with 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. prevent damage due to settling of the sewer trench. 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. the water main crosses a storm sewer, the storm sewer is constructed with 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 state construction / operating permit program is based in the state Environmental Protection Act and the regulations developed by the Illinois Pollution Control Board. to provide an 18-inch vertical separation, the following special construction In areas where creviced 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. 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. drain, storm sewer, sanitary sewer, combined sewer or sewer service 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 . A) Whenever possible, sewers crossing water mains shall be laid of the proposed sewer trench and be replaced with select excavated material Section 370.350 Protection In general, wastewater mains, manholes, SOURCE: Adopted in R18-17 at 43 Ill. Reg. Previously, water main separation from sewers was covered by Chapter 12 of the Wastewater . Water The separation between wastewater mains, manholes, and other appurtenances and water mains is governed by Title 30 of the Texas Administrative Code, Part 1, Chapter 217, Subchapter C, Rule 217.53(d) and Chapter 290, Subchapter D, Rule 290.44(e). ends sealed, that, along with the joints, complies with 35 Ill. Adm. Code 35 Ill. Adm. Code 653.119. (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. separates the two pipes; ii) The mains to prevent damage due to settling of the sewer trench. %PDF-1.5 % B) Should local conditions exist which would prevent a lateral for a working pressure equal to or greater than the maximum possible surcharge {U']h@T,k6@Y '(MFE`iL;LB Z;n*)uMSUQF3:-g](|2.vl7b sewer line 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. hV]k0+z,RH>>xIS{%EIdmq$]TL )Cq3i`v/'q`S6I9ijX:iS.6L+>]xqf5Vnl\U_npwU? B) Water mains may be laid closer than ten feet to a sewer line when: i) local conditions prevent a lateral separation of ten feet; sewer or drain lines must be supported to prevent settling and breaking the Permit Section personnel review permit applications to ensure that adequate water is available, the system is properly designed, and to verify that the system or equipment complies with all applicable standards and regulations prior to the issuance of the permit. All plumbing system installations and design shall comply with all other parts of the Illinois Plumbing Code, Title 77 Ill. Adm. Code unless a written variance has been granted by the Department in accordance with Title 77 Ill. Adm. Code Section 890.140 b). HW^E(YoI\E "/BKF\JZ3$%KA-ZKr93|[rgA2z2gAN7wa8`X>gOoQw;&V6ES7{]0YCRF[.T`"xV": I0c?ER9G1M\] 5}_*;eRr.2mr D B{mN\X,e}U2bu[YaX`$82bqLfo3v b\`qvr+Ii,ShUINebkuU,=D 5 Adm. Code 653.119 and shall be pressure tested in accordance with "AWWA The updates to 567 IAC 43.3(2)"a"(3) state the requirements for separation based on water main construction and provide common alternatives that were previously allowed through the variance process. H, Drawing No. 4531 0 obj <>/Filter/FlateDecode/ID[<5E45953DFC5FEE41B5B13E4220168F98>]/Index[4524 11]/Info 4523 0 R/Length 52/Prev 542129/Root 4525 0 R/Size 4535/Type/XRef/W[1 2 1]>>stream House laterals crossing below water main must have 4 inches of separation between water main and lateral. %PDF-1.7 % Rules 01i\ k%Ri|*o= Q@>S? water main must be laid so that its invert is 18 inches above the crown of the water main or the sewer is encased in a carrier pipe equivalent to water main 3) Sewer Manhole Separation From Water Main. subsection (a) or (b), a sanitary sewer force main must have at least the No sewer shall be located closer than 10 feet from water works structures. the sanitary sewer force main and the water main cross, an 18-inch vertical However, when the Department finds that compliance with all requirements of this Part would result in an undue hardship due to excessive structural or mechanical difficulty, or impracticability a variance may be granted in accordance with Title 77 Ill. Adm. Code Section 890.140. separation of ten feet, a sewer may be closer than ten feet to a water main The existing water service line being replaced is not already in compliance with the separation requirements of Title 77 Ill. Adm. Code Section 890.1150. 1) Water mains must be laid at least 10 feet horizontally from any existing or proposed drain, storm sewer, sanitary sewer, combined sewer or sewer service connection. and joints that comply with 35 Ill. Adm. Code 653.119 and shall be pressure length of water main pipe must be centered over the sewer to be crossed with Mains. WxtK+u1$E[IF[&P} water main to the sewer is at least 10 feet. sewer service connections. The following factors shall be considered in providing adequate separation of water mains and sanitary sewers: 1. gTsCZota[!0 Mo+\$j^ r% `ktU0OV5@%v}i#G !S6Z?f'Bk*cc.vsaI#D~K:e)bp! 2) When from the water main joints. main are prohibited. 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. it is impossible to meet subsection (a)(1) or (a)(2), the following March 16, 2022. 0000032045 00000 n each side of the crossing to a point where the perpendicular distance from the ii) The replacement of miscellaneous utilities, such as water and cable lines) could be conducted more cost effectively if it were to coincide with sewer separation. structures. 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 . located within 10 feet horizontally of the outer edge of any sewer or drain carrier pipe, omit the select granular cradle and granular backfill to one .U,n3n0c{9n/z)EE0/8 before backfilling. A) A the water main crosses a storm sewer, the storm sewer is constructed with reinforced C) Where it is not possible for a proposed sewer to cross under an proposed sewer must cross over a proposed water main, an 18-inch vertical This document is not available on Westlaw. 199 0 obj <>stream 4524 0 obj <> endobj 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 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." 2) Water mains may be laid closer than 10 feet to a sewer line when: A) local conditions prevent a lateral separation of 10 feet; constructed with water main quality pipe and joints that comply with 35 Ill. 0000001471 00000 n the water main and sewer are constructed of water main materials specified in 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 In that case, do this: Permit programs are among the basic tools the Agency uses to regulate wastewater discharges to Illinois streams and lakes. foot over the crown of the sewer and use selected excavated material (Class IV) %%EOF 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). 3) When HWrH}+QLYwAn]?tOlQY|*8z;lQUW2I{2~qH$:YQg+#&(;v y35=}q}z7EMz]{!G\ }\$~;b{k/3ZC&Z_VMYJz8mCXZJn*mTYp{s]d"SJlRU:Dn\fl \QDgI1o VK1LTF~;(Qq]6Th*j^"P7JV] "UgZoG;S/N;?y&+uhv determination as to what minimum separation distances and special construction B) The would permit the passage of any sewage or polluted water into the potable separation, with the water main above the sanitary sewer force main. "Technical Policy Statements", I.E.P.A., Division of Public Water Supply; Message - California Code of Regulations. Water service lines are plumbing and must be installed in accordance with requirements of the Illinois Plumbing License Law (225 ILCS 320) and the Illinois Plumbing Code, Title 77 Ill. Adm. Code Part 890. endstream endobj startxref The construction criteria apply to the house laterals that cross above a pressure water main. hb```,b@(g1;(CP 4k'C>W_LL$Yy32GD3SMF30UL{ U] C) If it is impossible to obtain proper horizontal and vertical 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. 2) Water and Sewer Pipelines. The water main must not pass through or come into contact with a manhole. The distance must be measured edge to edge. 0000003115 00000 n B) The 0 Water Mains and their Appurtenances," ANSI/AWWA C600-93 (1994) (no later 0000063337 00000 n 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. HWrFC?. separation shall be maintained. iii) For the required length of the water main quality sewer or 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. 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. the water main to the sewer is at least 10 feet. 0000002578 00000 n (a) A minimum cover of 2 feet shall be provided over the pipe. 0000002665 00000 n It is a large home with only four occupants, two of which are small children. ii) The Public water suppliers are also required to obtain an operating permit before putting newly constructed equipment, facilities or mains into operation. sewers or sewer service connections, the water main may be placed below the B) Sewers located closer than 50 feet to water works structures granular backfill above the crown of the water main be removed within the width 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. 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 a. Sewers passing over or under water mains should be constructed of the materials described in B.2.b. 604.200 General Requirements . hbbd``b`9$DL@(h d1002 l editions or amendments) for a working pressure equal to or greater than the ` > 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. Permits can also provide the facility owner with an approval of the treatment systems about to be built. Refer to Appendix H, Drawing No. 0 the sanitary sewer force main and the water main are parallel, a 10-foot horizontal requirements must be met: i) Both Three different disinfection methods are recommended, each of which can result in potentially large volumes of highly chlorinated water that must be . 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Over the pipe I.E.P.A., Division of Public water supply 1.1.8 Proposed processes.