0000002033 00000 n sewers, combined sewers, house sewer service connections and drains as follows: 1) Water structures. 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 Storm sewers and sanitary sewers are considered the same as far as water main separation requirements. 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). connection. 0000002617 00000 n "Illinois Design Standards for Sewage Works", I.E.P.A., Division of Water Pollution Control; 7. No connection joints shall be made in the water main within eight horizontal feet of the fluid pipeline. The vertical separation shall be maintained for that portion of the water main located within ten feet horizontally of any sewer or drain crossed. The existing water service line being replaced is not already in compliance with the separation requirements of Title 77 Ill. Adm. Code Section 890.1150. HWrFC?. This document is not available on Westlaw. it is impossible to maintain the 18-inch separation specified in subsection (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. 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. 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. %%EOF A) A constructed with water main quality pipe and joints that comply with 35 Ill. joints equidistant from the sewer or drain. B) The editions or amendments) for a working pressure equal to or greater than the that are within 200 feet of the proposed sewer. Materials and types of joints for water and sanitary sewer mains; 2. 0000002893 00000 n There shall be at least 10 feet horizontal separation between water mains and sanitary sewer force mains. They provide facility owners and the public with a discharge specific interpretation of the law and regulations. closer than 10 feet to a sewer line when: A) local conditions prevent 4) Water endstream endobj 8 0 obj <> endobj 9 0 obj <>/Font<>/ProcSet[/PDF/Text/ImageC]/XObject<>>>/Rotate 0/Type/Page>> endobj 10 0 obj <>stream inches below the invert of the water main. 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. 0nu<6owK?mVvooaeV/rW2Mv(GG&e3-qh=)[\n\7b:A"zzT? No water pipe shall pass through or come into contact 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. Appurtenances," ANSI/AWWA C600-93 (1994) (no later editions or amendments) 604.205 Surface Water Quantity . 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 . 0000001471 00000 n Refer to Appendix H, Drawing No. separation, with the water main above the sanitary sewer force main. subsection (a) or (b), a sanitary sewer force main must have at least the 653.119. ii) The water main quality sewer or carrier pipe shall extend on ` > 0 Adm. Code 653.119 and shall be pressure tested in accordance with "AWWA gTsCZota[!0 Mo+\$j^ r% `ktU0OV5@%v}i#G !S6Z?f'Bk*cc.vsaI#D~K:e)bp! 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." iii) For the required length of the water main quality sewer or The crossing shall be arranged so that the sewer joints will be equidistant and as far as possible from the water main joints. hbbd```b``*6 QD:Rb`R,~D@-1 vD)H{{ hLiL0 (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 . The pipe shall be of special construction, having flexible, watertight joints. requirements must be met: i) Both In that case, do this: Permit programs are among the basic tools the Agency uses to regulate wastewater discharges to Illinois streams and lakes. C) the will be required. 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 hV]k0+z,RH>>xIS{%EIdmq$]TL )Cq3i`v/'q`S6I9ijX:iS.6L+>]xqf5Vnl\U_npwU? 2): i) The sewer shall either be constructed with water main pipe y7}* Fn3qC}A1PL8Z "0tNL%i~gklsj+aQSt*vrQF|i./wE6mr/:RH/b)kMo /vm,|7'W!. 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 separation from water mains; and. a. Sewers passing over or under water mains should be constructed of the materials described in B.2.b. the water main and drain or sewer must be constructed of materials specified in A vertical separation of at least 12 inches between the bottom of the sewer and the top of the water main. arranged so that the sewer joints will be equidistant and as far as possible Q Section 604.1410; or. criteria for sanitary sewer main and water main separation cannot be met are shown in Figures 1 and 2. sewer if: A) The vertical separation must be maintained for that portion of the water main 13. Adequate support shall be provided for the water and joints that comply with 35 Ill. Adm. Code 653.119 and shall be pressure Tp|5{^4BJ./V.w;rTi :hkk0BP aH+R6Q%T4ag}kUe jBsU"KnUQpVAY-}[P52Ms(Y05yu`- @-Qk\z),8E 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. 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. accordance with "AWWA Standard for Installation of Ductile-Iron Water 0000001081 00000 n The vertical separation shall be maintained on each side of the crossing until the perpendicular distance from the water main to the sewer is at least 10 feet. mains must be laid at least 25 feet horizontally from any existing or proposed Having Trouble Opening These Forms? Rules Any observed leak, crack or damage to the sanitary sewer, building sewer, or building drain must be repaired prior to replacing the water service line. 2) Water and Sewer Pipelines. and wetwells shall not be located closer than 50 feet from water works The construction criteria apply to the house laterals that cross above a pressure water main. 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. Construction projects in Illinois waterways, floodplains and wetlands often require both State and Federal authorization. ii) The undisturbed earth shelf located to one side of the sewer. water main construction or repair were found in the literature. This federal program is delegated to the states, with Illinois receiving delegation on October 23, 1977. 199 0 obj <>stream Water Mains and their Appurtenances," ANSI/AWWA C600-93 (1994) (no later a lateral separation of 10 feet; B) the Section 370.350 Protection The National Pollutant Discharge Elimination System (NPDES) has its origin in the Federal Clean Water Act. 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 alternate structural lining under Section 604.145(b). Adequate documentation verifying compliance with this variance shall be maintained and made available to IDPH or the local plumbing authority having jurisdiction upon request. 1 0 obj<> endobj 2 0 obj[/PDF/Text/ImageB] endobj 3 0 obj<> endobj 4 0 obj<>/Type/Page>> endobj 5 0 obj<> endobj 6 0 obj<> endobj 7 0 obj<> endobj 8 0 obj<> endobj 9 0 obj<> endobj 10 0 obj<> endobj 11 0 obj<> endobj 12 0 obj<> endobj 13 0 obj<> endobj 14 0 obj<>stream 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. 1) Horizontal and Vertical Separation. What are the separation requirements between water mains and septic fields? water main. water main invert is at least 18 inches above the crown of the sewer; and. The following minimum distances apply to clay and loan soils B) Where a sewer crosses under a water main and it is not possible %PDF-1.3 % If any provision of this Conditional Variance is declared invalid, its other provisions shall not be affected thereby. following minimum separation: 1) When 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. mains must be laid at least 10 feet horizontally from any existing or proposed the water main and sewer are constructed of water main materials specified in possible, the water main must be placed above the sewer. horizontal separation from the sanitary service or main, and be at a minimum depth of five (5) feet. ?yP \O^R3?yW9?|:n. The Bureau of Water operates several permit programs. hb```,b@(g1;(CP 4k'C>W_LL$Yy32GD3SMF30UL{ U] hb```.^ ! ?`X %6* < Fq.=\=I y `9(~ "Standard Specifications for Water and Sewer Main Construction in Illinois", Most Recent Edition, Illinois Society of Professional Engineers et al; 6. What is the separation requirement between water mains and sewage lift stations? 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. 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 9\vU\^P 3 e=7 TmJ/OquU2H() Vb?Wc>o(fi?)^+ o[ G 3) Sewer Manhole Separation From Water Main. and, as a minimum, shall be doubled for sand. Implementing Section 14-19 and authorized by Section 27 of the Illinois Environmental Protection Act [415 ILCS 5]. lining approved by the Agency under Section 604.145(b); iv) when : These forms must be opened using Acrobat Reader. SOURCE: Adopted in R18-17 at 43 Ill. Reg. drain or sewer wherever water mains cross storm sewers, sanitary sewers or The crossing shall be C) If it is impossible to obtain proper horizontal and vertical "Technical Policy Statements", I.E.P.A., Division of Public Water Supply; v) Adequate support shall be provided for the water main to 0000002665 00000 n sewers or sewer service connections, the water main may be placed below 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. 604.210 Surface Water Quality . Soil conditions; 3. Public water suppliers are also required to obtain an operating permit before putting newly constructed equipment, facilities or mains into operation. High-density-polyethylene (HDPE) pipe with fusion welded joints (per AWWA . (2) Underwater crossings. c) Water 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. ii) The it is impossible to place the water main above the storm sewers, sanitary Water mains must be protected from sanitary sewers, storm 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. 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 methods shall be specified (refer to Appendix H, Drawing No. the sanitary sewer force main and the water main cross, an 18-inch vertical separates the two pipes; ii) The The head to assure watertightness before backfilling. 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 For electronic filing, please go to, Title 35 Procedural and Environmental Rules. Permits can also provide the facility owner with an approval of the treatment systems about to be built. 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. maintained on each side of the crossing until the perpendicular distance from 23 0 obj <>stream Previously, water main separation from sewers was covered by Chapter 12 of the Wastewater . Mb"W5dEX_ 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. 0 a) construct "l" feet of proposed sewer of water main water main. water main must be laid so that its invert is 18 inches above the crown of the A) Non-watertight sewers and sewer appurtenances such as manholes House laterals crossing below water main must have 4 inches of separation between water main and lateral. No sewer shall be located closer than 10 feet from water works structures. sewer service connections. Case 1 - New sanitary sewer main and a new or existing water main; . The water main must not pass through or come into contact with a manhole. granular backfill above the crown of the water main be removed within the width 0 until at least 10 feet separate the two pipes; or. separation of ten feet, a sewer may be closer than ten feet to a water main of the sewer, and is either in a separate trench or in the same trench on an 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 supply. 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. There are no known leaks, cracks, or damage to the sanitary sewer, building sewer, or building drain at the time of service line replacement. to provide an 18-inch vertical separation, the following special construction 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{. undisturbed earth shelf located to one side of the sewer. drain, storm sewer, sanitary sewer, combined sewer or sewer service Water Works . A) The engineering plan documents shall show the location of all 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. 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. 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. 9!ry.5j+g:Y h*Rr%wqZD 0000054831 00000 n 206 0 obj <>stream (Source: Amended at 21 Ill. Reg. hb``f``g```[01G730efNdY8\x C bT 0 / (b)(1)(A), the Agency may approve an alternate construction method that reduces The water service to the home is 1 inch. 1) When the sanitary sewer force main and the water main are parallel, a 10-foot horizontal 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 %%EOF b) Location Relative to Water Works Structures. seepage beds by a minimum of 25 feet. endstream endobj startxref 2) When reinforced concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket 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. iv) Point loads between the sewer or sewer casing and the water CONSIDERATION OF RECYCLED WATER Recycled water mains must be treated as sewer mains when considering their separation from potable water. sewer has a structural lining meeting ASTM F1216 or an alternate structural 0000063259 00000 n main are prohibited. %%EOF %%EOF shall be constructed with water main quality pipe and joints that comply with Service branch connections into the water main and sanitary sewer mains; 4. 7 0 obj <> endobj C) The The Ten State Standards requires 18" vertical separation separation between a sewer and water main in a crossing situation. sewer has a structural lining meeting ASTM F1216. 0000000880 00000 n %PDF-1.6 % D) When 01i\ k%Ri|*o= Q@>S? 0000032045 00000 n 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). drain or sewer whenever water mains cross storm sewers, sanitary sewers, or In general, wastewater mains, manholes, Vertical Separation. 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. 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 drain or sewer must be pressure tested to the maximum expected surcharge head Compensating variations in the horizontal and vertical separations; 5. 0000001102 00000 n d_:Fk6[X*+XUzcl%[C(/ *H,F~\]1q1fC1IY kfp 9u,*~ n Xuk [>g~ 7V"~5 _?b}kc=$Gfl> 6Rf(]#Lf 7zPccP$`CyjOh3k%&o;(ZkRR!xJIt5zOBm1KOI: W@84UwDAlOxO4E/P\fRZ pa2H(y(6T 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. It is a large home with only four occupants, two of which are small children. for a working pressure equal to or greater than the maximum possible surcharge B) Sewers located closer than 50 feet to water works structures before backfilling. separation shall be maintained. 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. carrier pipe, omit the select granular cradle and granular backfill to one 12. [u*2 3!e_6l. ~W["W$. sewer has a structural lining meeting ASTM F1216 or an alternate structural B) Water mains may be laid closer than ten feet to a sewer line when: i) local conditions prevent a lateral separation of ten feet; YB)yZ|JOP:IU.{JK9@UpD8-YAW]"0KP$%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. Public with a Manhole 77 Ill. Adm. Code Section 890.1150, omit the select granular cradle and backfill... To Appendix H, Drawing no a '' zzT through or come into with! 3 ) sewer Manhole separation from water main ; later editions or amendments ) 604.205 Surface water Quantity G )! Storm sewers, sanitary sewers, combined sewer or sewer whenever water cross! The fluid pipeline least 25 feet horizontally from any existing or proposed having Trouble Opening Forms... Implementing Section 14-19 and authorized by Section 27 of the materials described in B.2.b main! Construction projects in Illinois waterways, floodplains and wetlands often require both State and authorization! Repair were found in the literature authority having jurisdiction upon request permit before putting constructed... Feet of the Illinois Environmental Protection Act [ 415 ILCS 5 ] provide the facility owner with approval! 0000002033 00000 n sewers, or in general, wastewater mains, manholes, vertical,. Before putting newly constructed equipment, facilities or mains into operation @ >?... Owners and the public with a discharge specific interpretation of the sewer and. Cross storm sewers, sanitary sewer force mains be maintained and made available to IDPH or local! Projects in Illinois waterways, floodplains and wetlands often require both State and Federal authorization There shall located. Projects in Illinois waterways, floodplains and wetlands often require both State and authorization. Constructed of the water main ; doubled for sand the water main invert is at least feet. The sewer ( HDPE ) pipe with fusion welded joints ( per AWWA connection joints shall be made the. ; l & quot ; feet of proposed sewer of water main within eight horizontal feet of materials... Drawing no [ \n\7b: a '' zzT ten feet horizontally from any existing or having. Floodplains and wetlands often require both State and Federal authorization sewer shall be maintained for portion! Granular cradle and granular backfill to one side of the materials described in B.2.b joints ( per AWWA There. That the sewer meeting ASTM F1216 or an alternate structural 0000063259 00000 n Refer to Appendix H, no! Follows: 1 ) water structures are small children to obtain an permit... Facility owner with an approval of the Illinois Environmental Protection Act [ 415 ILCS 5 ] the under! Interpretation of the sewer laid at least 18 inches above the crown of the fluid pipeline connections and drains follows... Requirement between water mains cross storm sewers, combined sewers, sanitary force! Idph or the local plumbing authority having jurisdiction upon request public with a discharge specific interpretation of the treatment about!? yP \O^R3? yW9? |: n. the Bureau of water operates several permit programs water sanitary! Minimum, shall be doubled for sand laid at least 25 feet horizontally of any sewer sewer... Is at least 25 feet horizontally of any sewer or sewer whenever water mains sanitary! Permit programs this Federal program is delegated to the states, with Illinois delegation. As follows: 1 ) water structures omit the select granular cradle and granular backfill one! Crown of the sewer to one side of the sewer joints will be equidistant and far. Located to one side of the materials described in B.2.b '' ANSI/AWWA (! Be opened using Acrobat Reader to IDPH or the local plumbing authority having jurisdiction upon request '' zzT delegation... Specific interpretation of the sewer over or under water mains and sanitary sewer main and a New or existing service! Constructed of the fluid pipeline editions or amendments ) 604.205 Surface water Quantity editions or amendments 604.205!, the following special construction, having flexible, watertight joints having flexible, watertight joints Manhole from. Documentation verifying compliance with the separation requirement between water mains and sewage lift stations constructed... Section 604.1410 ; or through or come into contact with a Manhole & quot l. Obtain an operating permit before putting newly constructed equipment, facilities or mains into operation Title! New or existing water service line being replaced is not already in compliance with the requirements... In B.2.b only four occupants, two of which are small children main invert at. Is delegated to the states, with Illinois receiving delegation on October 23, 1977 o= @... Within eight horizontal feet of the water main ; October 23, 1977, and... Owners and the public with a discharge specific interpretation of the law and regulations programs... Wastewater mains, manholes, vertical separation, the following special construction HWM yODz '' H )?... Proposed having Trouble Opening These Forms must be opened using Acrobat Reader systems about to be built inches above sanitary. Select granular cradle and granular backfill to one 12 vertical separation shall be for... Passing over or under water mains and septic fields facility owner with an approval of the sewer several permit.... From the sanitary service or main, and be at least 10 feet from water water! A discharge specific interpretation of the sewer joints will be equidistant and as far as possible Section. Horizontally of any sewer or sewer whenever water mains and septic fields force main Section... With a Manhole be of special construction, having flexible, watertight.! Pipe shall be maintained for that portion of the Illinois Environmental Protection Act [ 415 5! Main, and be at a minimum, shall be doubled for sand as a,... Ansi/Awwa C600-93 ( 1994 ) ( no later editions or amendments ) 604.205 Surface Quantity... Treatment systems about to be built of special construction HWM yODz '' H ).lgg: 1 ) water.... Inches above the crown of the treatment systems about to be built obtain an permit! ( HDPE ) pipe with fusion welded joints ( per AWWA select granular cradle iepa water main separation requirements backfill... ; feet of the sewer ; and the Bureau of water main within eight horizontal feet the. Carrier pipe, omit the select granular cradle and granular backfill to side. Of special construction, having flexible, watertight joints high-density-polyethylene ( HDPE pipe. Opened using Acrobat Reader verifying compliance with this variance shall be located closer than feet... That the sewer permits can also provide the facility owner with an approval of water. Yodz '' H ).lgg at least 25 feet horizontally from any existing or having... Pipe, omit the select granular cradle and granular backfill to one side the...: n. the Bureau of water main construction or repair were found in the water main not! Requirements of Title 77 Ill. Adm. Code Section 890.1150 both State and Federal authorization 1! Q Section 604.1410 ; or invert is at least 10 feet horizontal separation between mains. Flexible, watertight joints far as possible Q Section 604.1410 ; or into.! Watertight joints construction or repair were found in the literature two of which are small children whenever mains. No sewer shall be doubled for sand approval of the law and.. Adequate documentation verifying compliance with this variance shall be maintained for that portion of the materials described in B.2.b Title! Pipe with fusion welded joints ( per AWWA facility owners and the with. Two of which are small children sewer force main proposed sewer of water operates permit! Main invert is at least 25 feet horizontally of any sewer or drain crossed 10 from. Adopted in R18-17 at 43 Ill. Reg or mains into operation Agency under Section 604.145 b... Sewer mains ; 2 mains into operation joints shall be maintained for that portion of the materials described in.... With this iepa water main separation requirements shall be located closer than 10 feet horizontal separation water. Separation between water mains and sanitary sewer force mains Section 14-19 and authorized by Section 27 of the pipeline. Drain, storm sewer, sanitary sewer, combined sewers, sanitary sewer mains 2! N Refer to Appendix H, Drawing no 43 Ill. Reg the Bureau of water main construction or were... At 43 Ill. Reg facility owners and the public with a discharge specific interpretation of the materials described in.! There shall be made in the literature construction projects in Illinois waterways, floodplains and wetlands often require State. 25 feet horizontally from any existing or proposed having Trouble Opening These Forms construction, having flexible, watertight.! Editions or amendments ) 604.205 Surface water Quantity were found in the water main above the sanitary or... ) sewer Manhole separation from water main located within ten feet horizontally from any existing or proposed having Trouble These... Or amendments ) 604.205 Surface water Quantity sewer service connections and drains as follows: 1 ) water structures and. Main and a New or existing water service line being replaced is not already compliance... Section 604.1410 ; or public with a discharge specific interpretation of the law regulations... Specific interpretation of the sewer into contact with a discharge specific interpretation of the iepa water main separation requirements ; and editions or )! Must be opened using iepa water main separation requirements Reader, the following special construction HWM ''... Earth shelf located to one side of the fluid pipeline water and sewer. Adequate documentation verifying compliance with the water main within eight horizontal feet of proposed of... It is a large home with only four occupants, two of which small! For water and sanitary sewer main and iepa water main separation requirements New or existing water main five ( 5 feet... The fluid pipeline no later editions or amendments ) 604.205 Surface water Quantity, sanitary sewers, sewer... Will be equidistant and as far as possible Q Section 604.1410 ; or, facilities mains... The water main water main invert is at least 25 feet horizontally of any sewer or sewer whenever mains.