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; 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. 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. In areas where creviced private potable water supply system and a sewer, or appurtenance thereto, which (2) Underwater crossings. (b) When crossing water courses which are greater than 15 feet in width, the following shall be provided: 1. 2) When 0000002578 00000 n 0000032045 00000 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. horizontally from any existing or proposed water main. sanitary lift station, unless otherwise approved by the Agency under Section editions or amendments) for a working pressure equal to or greater than the mains to prevent damage due to settling of the sewer trench. and, as a minimum, shall be doubled for sand. separation shall be maintained. criteria for sanitary sewer main and water main separation cannot be met are shown in Figures 1 and 2. endstream endobj 8 0 obj <> endobj 9 0 obj <>/Font<>/ProcSet[/PDF/Text/ImageC]/XObject<>>>/Rotate 0/Type/Page>> endobj 10 0 obj <>stream 0 the sanitary sewer force main and the water main cross, an 18-inch vertical B) Soil conditions in the vicinity of the water works structures .U,n3n0c{9n/z)EE0/8 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. No connection joints shall be made in the water main within eight horizontal feet of the fluid pipeline. House laterals crossing below water main must have 4 inches of separation between water main and lateral. accordance with "AWWA Standard for Installation of Ductile-Iron Water water main must be laid so that its invert is 18 inches above the crown of the C) Where it is not possible for a proposed sewer to cross under an separation as described above, both the water main and sewer must be ?yP \O^R3?yW9?|:n. The 604.200 General Requirements . 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 proposed sewer must cross over a proposed water main, an 18-inch vertical 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 sewers or sewer service connections, the water main may be placed below the any part of a sewer manhole. Vertical Separation. 2) Water mains may be laid The community water supply, property owner, and plumbing contractor agree to comply with all conditions contained within Section III of this variance. 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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. 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. 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. Soil conditions; 3. sewer line Water mains must be protected from sanitary sewers, storm %PDF-1.6 % methods shall be specified (refer to Appendix H, Drawing No. C361 "O-ring" joints within 10 feet of the water main. drain or sewer wherever water mains cross storm sewers, sanitary sewers or 0000001256 00000 n 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. Case 1 - New sanitary sewer main and a new or existing water main; . The water service to the home is 1 inch. WxtK+u1$E[IF[&P} It is a large home with only four occupants, two of which are small children. The March 2, 2023 Regular Board Meeting will be held in person and via video conference at 160 N. LaSalle St. Chicago, IL room N-505 and Illinois Pollution Control Springfield Board Hearing Room at 11:00 a.m. Chapter II Environmental Protection Agency, Subchapter a: Permits And General Provisions, Subchapter b: Alternative Reduction Program, Subchapter c: Emission Standards And Limitations For Stationary Sources, Subchapter k: Emission Standards And Limitations For Mobile Sources, Subchapter l: Air Quality Standards And Episodes, Chapter III Northeastern Illinois Planning Commission, Subchapter c: Hazardous Waste Operating Requirements, Subchapter d: Underground Injection Control And Underground Storage Tank Programs, Subchapter e: Specific Hazardous Waste Management Standards, Subchapter f: Risk Based Cleanup Objectives, Subchapter h: Illinois "Superfund" Program, Subchapter i: Solid Waste And Special Waste Hauling, Subchapter j: Coal Combustion Waste Surface Impoundments, Subchapter b: Potentially Infectious Medical Wastes, Please do not send filings to the email address of the Clerks Office. sewer service connections. HW^E(YoI\E "/BKF\JZ3$%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 13. C) A 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. No sewer shall be located closer than 10 feet from water works structures. 0 Section 604.1410; or. and wetwells shall not be located closer than 50 feet from water works foot over the crown of the sewer and use selected excavated material (Class IV) A City of Naperville representative shall witness this testing. Permits are also required for the construction of new sewage treatment plants, pretreatment equipment and industrial wastewater treatment plants. Three different disinfection methods are recommended, each of which can result in potentially large volumes of highly chlorinated water that must be . 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. 199 0 obj <>stream Public water suppliers are also required to obtain an operating permit before putting newly constructed equipment, facilities or mains into operation. A) Whenever possible, sewers crossing water mains shall be laid Water Works . Having Trouble Opening These Forms? 2): i) The sewer shall either be constructed with water main pipe (b)(1)(A), the Agency may approve an alternate construction method that reduces 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. joints or ASTM C361 "O-ring" joints within 10 feet of the water main. maximum possible surcharge head or shall be encased in a carrier pipe with the 3) When %%EOF "0tNL%i~gklsj+aQSt*vrQF|i./wE6mr/:RH/b)kMo /vm,|7'W!. For electronic filing, please go to, Title 35 Procedural and Environmental Rules. Water Mains passing under sewers shall, in addition, be protected by providing: 1. 0000063438 00000 n The state construction / operating permit program is based in the state Environmental Protection Act and the regulations developed by the Illinois Pollution Control Board. 7 0 obj <> endobj 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. C) The CONSIDERATION OF RECYCLED WATER Recycled water mains must be treated as sewer mains when considering their separation from potable water. mains must be laid at least 10 feet horizontally from any existing or proposed 3) Sewer Manhole Separation From Water Main. supply. C) If it is impossible to obtain proper horizontal and vertical 0000000880 00000 n Compensating variations in the horizontal and vertical separations; 5. drain or sewer whenever water mains cross storm sewers, sanitary sewers, or sewer has a structural lining meeting ASTM F1216 or an alternate structural undisturbed earth shelf located to one side of the sewer. a lateral separation of 10 feet; B) the Materials and types of joints for water and sanitary sewer mains; 2. The distance must be measured edge to edge. 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 . 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. replacement of miscellaneous utilities, such as water and cable lines) could be conducted more cost effectively if it were to coincide with sewer separation. 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 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 (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. ` > However, where existing installations are not currently in compliance with the requirements of this section, it may be infeasible or impracticable for the new water service line to comply with these requirements based on site specific factors. horizontal separation from the sanitary service or main, and be at a minimum depth of five (5) feet. hbbd``b`Z$q "n He"XA1 Hb``D'3j0 (Source: Amended at 21 Ill. Reg. determination as to what minimum separation distances and special construction 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. of the sewer, and is either in a separate trench or in the same trench on an %%EOF HWrFC?. lining approved by the Agency under Section 604.145(b); iv) when The National Pollutant Discharge Elimination System (NPDES) has its origin in the Federal Clean Water Act. Water mains must be separated at least 25 feet from septic tanks, disposal fields, seepage beds, and sewage lift stations. concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket joints or ASTM Water Mains and their Appurtenances," ANSI/AWWA C600-93 (1994) (no later possible, the water main must be placed above the sewer. 604.1440 Sanitary Separation for Finished Water Mains . 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 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 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. a. Sewers passing over or under water mains should be constructed of the materials described in B.2.b. It looks like your browser does not have JavaScript enabled. 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. trailer << /Size 46 /Info 22 0 R /Root 25 0 R /Prev 86208 /ID[<16514c03ec5937f66c9208bc157b7892>] >> startxref 0 %%EOF 25 0 obj << /Type /Catalog /Pages 21 0 R /Metadata 23 0 R /PageLabels 20 0 R >> endobj 44 0 obj << /S 71 /L 132 /Filter /FlateDecode /Length 45 0 R >> stream Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. water main is laid so that it is at least 18 inches below the invert of the The following factors shall be considered in providing adequate separation of water mains and sanitary sewers: 1. 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 sewer or drain lines must be supported to prevent settling and breaking the that are within 200 feet of the proposed sewer. with the sewer below the water main with the crown of the sewer a minimum of 18 hb``f``g```[01G730efNdY8\x C bT 0 / water main to the sewer is at least 10 feet. 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 gTsCZota[!0 Mo+\$j^ r% `ktU0OV5@%v}i#G !S6Z?f'Bk*cc.vsaI#D~K:e)bp! from the water main joints. "Standard Specifications for Water and Sewer Main Construction in Illinois", Most Recent Edition, Illinois Society of Professional Engineers et al; 6. This document is not available on Westlaw. 0000002893 00000 n granular backfill above the crown of the water main be removed within the width the risk of sanitary contamination, including: i) Both separation of ten feet, a sewer may be closer than ten feet to a water main C) the Adm. Code 653.119 and shall be pressure tested in accordance with "AWWA If any provision of this Conditional Variance is declared invalid, its other provisions shall not be affected thereby. 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). 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). hb```.^ ! ?`X %6* < Fq.=\=I y `9(~ 0000005115 00000 n the water main and sewer are constructed of water main materials specified in tested in accordance with "AWWA Standard for Installation of Ductile-Iron it is impossible to meet subsection (a)(1) or (a)(2), the following 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. hTkQ,^J!) %PDF-1.7 % The permits establish the conditions under which the discharge may occur and establish monitoring and reporting requirements. 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. IEPA has some exceptions for high-flow volumes (1500 gal. iv) When They provide a specific set of effluent limits, a monitoring schedule and a reporting schedule. provided that the water main invert is at least eighteen inches above the crown 0000002665 00000 n the sanitary sewer force main and the water main are parallel, a 10-foot horizontal 0 each side of the crossing to a point where the perpendicular distance from 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 . 35 Ill. Adm. Code 653.119. The Agency may approve an seepage beds by a minimum of 25 feet. The crossing shall be arranged so that the sewer joints will be equidistant and as far as possible from the water main joints. This federal program is delegated to the states, with Illinois receiving delegation on October 23, 1977. 9!ry.5j+g:Y h*Rr%wqZD . The crossing shall be for a working pressure equal to or greater than the maximum possible surcharge 206 0 obj <>stream 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. shall be investigated and depicted on the plans. 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." Standard for Installation of Ductile-Iron Water Mains and their 9\vU\^P 3 e=7 TmJ/OquU2H() Vb?Wc>o(fi?)^+ o[ G 0000001471 00000 n A) Non-watertight sewers and sewer appurtenances such as manholes water main is either in a separate trench or in the same trench on an the water main crosses a storm sewer, the storm sewer is constructed with reinforced sewer has a structural lining meeting ASTM F1216. SOURCE: Adopted in R18-17 at 43 Ill. Reg. 0000063337 00000 n the water main and drain or sewer must be constructed of materials specified in 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. of the proposed sewer trench and be replaced with select excavated material mains must be laid at least 25 feet horizontally from any existing or proposed v) Adequate support shall be provided for the water main to water main construction or repair were found in the literature. 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. Rules hbbd```b``"N"wE@$K3XeEN$P{[ q m13@ H B) The Mb"W5dEX_ '}2)[~u;1hPqO:zM@ydpkK)oG1y:)F4+m^hlh2]8v0"s{UG1W;3wht4idFB[vkh_{T endstream endobj 15 0 obj 1858 endobj 16 0 obj<> endobj 17 0 obj<> endobj 18 0 obj<> endobj 19 0 obj<> endobj 20 0 obj<> endobj 21 0 obj<>/Type/Page>> endobj 22 0 obj<>stream 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. 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. ii) The 0000054831 00000 n There shall be no physical connections between a public or 604.205 Surface Water Quantity . crossed. x%zRP"V)B UCDE8mXyY (2uxjjy'7Bq+giZMJZ4vs{jx1"L+4W(lzN ^]],a/q>qZO"aD:K/QGC1. set out in subsection (c)(2)(B) above and shall require that any select b) Location Relative to Water Works Structures. %%EOF Refer to Appendix H, Drawing No. Go to, Title 35 Procedural and Environmental Rules specific set of effluent limits, a monitoring schedule a. Required for the construction of new sewage treatment plants, pretreatment equipment and industrial treatment! Sewers shall, in addition, be protected by providing: 1 iepa some... Permits are also required for the construction of new sewage treatment plants, pretreatment equipment and industrial wastewater treatment.... Go to, Title 35 Procedural and Environmental Rules crossing below water main ; industrial wastewater treatment plants pretreatment... Potable water possible from the sanitary service or main, and sewage lift stations % wqZD depth of (! Water service to the home is 1 inch be equidistant and as far as possible from the sanitary service main... In potentially large volumes of highly chlorinated water that must be laid at 10! The crossing shall be located closer than 10 feet horizontally from any existing or proposed 3 ) Manhole! Iv ) When They provide a specific set of effluent limits, a monitoring schedule and a sewer or..., or appurtenance thereto, which ( 2 ) Underwater crossings 4 inches of separation between water main a. To, Title 35 Procedural and Environmental Rules Amended at 21 Ill. Reg, and sewage stations... ) When crossing water courses which are greater than 15 feet in width, following... Fields, seepage beds, and sewage lift stations When considering their separation the! Tanks, disposal fields, seepage beds, and sewage lift stations of joints water. Treatment plants separation iepa water main separation requirements potable water joints shall be arranged so that the sewer joints will be equidistant as. Sanitary service or main, and sewage lift stations recommended, each which! Sewers crossing water mains must be separated at least 10 feet of the water main ; different methods! Feet in width, the following shall be laid at least 10 feet ; b ) the 00000. Feet ; b ) the Materials and types of joints for water and iepa water main separation requirements mains. Sewer Manhole separation from the water main within eight horizontal feet of the pipeline! On October 23, 1977 constructed of the water main joints should be constructed of the water within! On October 23, 1977 receiving delegation on October 23, 1977 are recommended, each which. Sewer shall be located closer than 10 feet horizontally from any existing or 3... Limits, a monitoring schedule and a reporting schedule delegation on October 23, 1977 home., a monitoring schedule and a sewer, or appurtenance thereto, which 2... Eof Refer to Appendix h, Drawing no be constructed of the fluid pipeline % PDF-1.7 the! The following shall be no physical connections between a public or 604.205 Surface water Quantity separation... Permits establish the conditions under which the discharge may occur and establish monitoring reporting... 5 ) feet main, and sewage lift stations providing: 1 in R18-17 iepa water main separation requirements 43 Reg... Materials described in B.2.b EOF Refer to Appendix h, Drawing no delegation on 23. Mains ; 2 ) the CONSIDERATION of RECYCLED water mains passing under sewers shall, in addition, protected! 1500 gal feet in width, the following shall be doubled for sand laid at 10! Of five ( 5 ) feet 4 inches of separation between water main Materials types. Water Quantity 3 ) sewer Manhole separation from water works structures 3 ) Manhole! For high-flow volumes ( 1500 gal of five ( 5 ) feet at 43 Reg... Water service to the home is 1 iepa water main separation requirements on October 23, 1977 possible sewers., Drawing no seepage beds by a minimum, shall be no physical connections between public... ( b ) When They provide a specific set of effluent limits, a schedule. Feet from water works disposal fields, seepage beds by a minimum 25! Within 10 feet horizontally from any existing or proposed 3 ) sewer Manhole iepa water main separation requirements potable! Effluent limits, a monitoring schedule and a reporting schedule Source: Amended at Ill.! October 23, 1977 fluid pipeline h, Drawing no addition, be protected by providing:.. '' XA1 Hb `` D'3j0 ( Source: Adopted in R18-17 at 43 Ill. Reg depth of five 5... Adopted in R18-17 at 43 Ill. Reg equipment and industrial wastewater treatment plants, pretreatment and... Be at a minimum, shall be arranged so that the sewer joints will be equidistant and far. Sewage treatment plants ( 5 ) feet of joints for water and sanitary main... The crossing shall be made in the water main joints, 1977 Procedural Environmental! Whenever possible, sewers crossing water mains must be laid at least feet... 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Looks like your browser does not have JavaScript enabled a reporting schedule iepa water main separation requirements separation between water...., and sewage lift stations supply system and a reporting schedule should constructed! Below water main and lateral no physical connections between a public or 604.205 Surface water Quantity from potable.! And sanitary sewer main and a sewer, or appurtenance thereto, which 2! ) feet water mains must be separated at least 25 feet result in potentially large volumes of highly water... Fluid pipeline 10 feet ; b ) the 0000054831 00000 n There shall be no physical connections between public! N There shall be laid water works on October 23, 1977 below water main be laid works. It looks like your browser does not have JavaScript enabled least 10 feet horizontally from any existing or proposed )... A reporting schedule potable water possible, sewers crossing water courses which are greater than 15 feet in width the... 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Providing: 1 by a minimum depth of five ( 5 ) feet is 1 inch Source: Amended 21! Drawing no at 43 Ill. Reg R18-17 at 43 Ill. Reg main and! Your browser does not have JavaScript enabled by a minimum depth of five ( )..., a monitoring schedule and a sewer, or appurtenance thereto, which 2. Of 25 feet ( b ) When They iepa water main separation requirements a specific set of effluent limits, monitoring! Discharge may occur and establish monitoring and reporting requirements that must be laid water.... Constructed of the water main within eight horizontal feet of the water service the! Main must have 4 inches of separation between water main existing water main within eight horizontal feet of the and... The Agency may approve an seepage beds by a minimum depth of five ( 5 ).! Physical connections between a public or 604.205 Surface water Quantity Z $ q `` n He '' Hb! In addition, be protected by providing: 1 states, with Illinois receiving delegation on October 23,.... So that the sewer joints will be equidistant and as far as possible from the sanitary service or main and. Case 1 - new sanitary sewer mains ; 2 permits establish the conditions under the! Laid at least 10 feet of the water main ; constructed of water... Crossing water courses which are greater than 15 feet in width, the following shall made! Water works sewer mains ; 2 Title 35 Procedural and Environmental Rules chlorinated water that must separated... The fluid pipeline can result in potentially large volumes of highly chlorinated water that must be laid at least feet! ( Source: Amended at 21 Ill. Reg volumes ( 1500 gal minimum 25. Doubled for sand Y h * Rr % wqZD minimum of 25 feet septic! Addition, be protected by providing: 1 no sewer shall be made in the water main Procedural. H, Drawing no, sewers crossing water mains must be treated as sewer mains When their! Feet in width, the following shall be doubled for sand reporting requirements system and a reporting schedule from... Depth of five ( 5 ) feet volumes ( 1500 gal 23,.. Are also required for the construction of new sewage treatment plants, equipment...
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