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mains must be laid at least 10 feet horizontally from any existing or proposed If any provision of this Conditional Variance is declared invalid, its other provisions shall not be affected thereby. Adequate support shall be provided for the water %PDF-1.6 % (2) Underwater crossings. editions or amendments) for a working pressure equal to or greater than the %%EOF 604.200 General Requirements . separation of ten feet, a sewer may be closer than ten feet to a water main 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. Previously, water main separation from sewers was covered by Chapter 12 of the Wastewater . 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 following factors shall be considered in providing adequate separation of water mains and sanitary sewers: 1. hTkQ,^J!) each side of the crossing to a point where the perpendicular distance from the 0000054831 00000 n 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. maximum possible surcharge head or shall be encased in a carrier pipe with the D) When endstream endobj startxref 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; The water service to the home is 1 inch. separation shall be maintained. Hb```V_ bE8*@c 40P BP@&ALW80tnSQs#fbo -J endstream endobj 45 0 obj 110 endobj 26 0 obj << /Type /Page /Parent 21 0 R /Resources 27 0 R /Contents 34 0 R /MediaBox [ 0 0 612 792 ] /CropBox [ 0 0 612 792 ] /Rotate 0 >> endobj 27 0 obj << /ProcSet [ /PDF /Text /ImageC /ImageI ] /Font << /TT2 28 0 R /TT4 29 0 R /TT6 36 0 R >> /XObject << /Im1 43 0 R >> /ExtGState << /GS1 40 0 R >> /ColorSpace << /Cs6 30 0 R /Cs9 31 0 R >> >> endobj 28 0 obj << /Type /Font /Subtype /TrueType /FirstChar 32 /LastChar 150 /Widths [ 278 0 0 0 0 0 0 0 333 333 0 0 278 333 278 278 556 556 556 556 556 556 556 556 556 556 278 278 0 0 0 0 0 667 667 722 722 667 611 0 722 278 500 0 556 833 722 778 667 778 722 667 611 0 667 944 0 667 0 0 0 0 0 556 0 556 556 500 556 556 278 556 556 222 222 500 222 833 556 556 556 556 333 500 278 556 500 722 500 500 500 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 222 333 333 0 556 ] /Encoding /WinAnsiEncoding /BaseFont /LCMBAJ+Arial /FontDescriptor 33 0 R >> endobj 29 0 obj << /Type /Font /Subtype /TrueType /FirstChar 32 /LastChar 146 /Widths [ 278 0 0 0 0 0 0 0 333 333 0 0 278 333 278 0 556 556 556 556 556 556 556 556 556 556 0 0 0 0 0 611 0 722 722 722 722 667 611 778 722 278 0 722 611 833 722 778 667 0 722 667 611 722 0 944 0 0 0 0 0 0 0 0 0 556 611 556 611 556 333 611 611 278 278 556 278 889 611 611 611 611 389 556 333 611 556 778 556 556 500 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 278 ] /Encoding /WinAnsiEncoding /BaseFont /LCMBAL+Arial,Bold /FontDescriptor 32 0 R >> endobj 30 0 obj [ /ICCBased 42 0 R ] endobj 31 0 obj [ /Indexed 30 0 R 15 41 0 R ] endobj 32 0 obj << /Type /FontDescriptor /Ascent 905 /CapHeight 718 /Descent -211 /Flags 32 /FontBBox [ -628 -376 2034 1010 ] /FontName /LCMBAL+Arial,Bold /ItalicAngle 0 /StemV 144 /XHeight 515 /FontFile2 38 0 R >> endobj 33 0 obj << /Type /FontDescriptor /Ascent 905 /CapHeight 718 /Descent -211 /Flags 32 /FontBBox [ -665 -325 2028 1006 ] /FontName /LCMBAJ+Arial /ItalicAngle 0 /StemV 94 /XHeight 515 /FontFile2 37 0 R >> endobj 34 0 obj << /Length 1925 /Filter /FlateDecode >> stream sewer if: A) The The National Pollutant Discharge Elimination System (NPDES) has its origin in the Federal Clean Water Act. located within 10 feet horizontally of the outer edge of any sewer or drain and, as a minimum, shall be doubled for sand. hb```,b@(g1;(CP 4k'C>W_LL$Yy32GD3SMF30UL{ U] gTsCZota[!0 Mo+\$j^ r% `ktU0OV5@%v}i#G !S6Z?f'Bk*cc.vsaI#D~K:e)bp! hkk#7>/K$khII. (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 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. 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 and joints that comply with 35 Ill. Adm. Code 653.119 and shall be pressure 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. iii) For the required length of the water main quality sewer or b) Location Relative to Water Works Structures. The permits establish the conditions under which the discharge may occur and establish monitoring and reporting requirements. 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). Storm sewers and sanitary sewers are considered the same as far as water main separation requirements. The vertical separation shall be maintained for that portion of the water main located within ten feet horizontally of any sewer or drain crossed. 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 Construction projects in Illinois waterways, floodplains and wetlands often require both State and Federal authorization. %PDF-1.5 % In general, wastewater mains, manholes, 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. sewer has a structural lining meeting ASTM F1216 or an alternate structural until at least 10 feet separate the two pipes; or. SOURCE: Adopted in R18-17 at 43 Ill. Reg. Case 1 - New sanitary sewer main and a new or existing water main; . Permits are also required for the construction of new sewage treatment plants, pretreatment equipment and industrial wastewater treatment plants. B) Soil conditions in the vicinity of the water works structures 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. This document is not available on Westlaw. mains to prevent damage due to settling of the sewer trench. {U']h@T,k6@Y '(MFE`iL;LB Z;n*)uMSUQF3:-g](|2.vl7b that are within 200 feet of the proposed sewer. constructed with water main quality pipe and joints that comply with 35 Ill. 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. lining approved by the Agency under Section 604.145(b); iii) The Do I Need a Water Pollution Control Permit? water main or the sewer is encased in a carrier pipe equivalent to water main A) Non-watertight sewers and sewer appurtenances such as manholes 206 0 obj <>stream Water Mains passing under sewers shall, in addition, be protected by providing: 1. 0000002617 00000 n 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). The distance shall be measured center to center. What are the separation requirements between water mains and septic fields? "0tNL%i~gklsj+aQSt*vrQF|i./wE6mr/:RH/b)kMo /vm,|7'W!. %%EOF %PDF-1.5 % The distance must be measured edge to edge. iv) When (b) When crossing water courses which are greater than 15 feet in width, the following shall be provided: 1. %PDF-1.6 % would permit the passage of any sewage or polluted water into the potable 2.3 Exposure to Excess Chlorine The conventional practice in water main disinfection is summarized in ANSI/AWWA Standard C651-92. 0000032045 00000 n 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. 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 They provide a specific set of effluent limits, a monitoring schedule and a reporting schedule. before backfilling. for a working pressure equal to or greater than the maximum possible surcharge 0000063438 00000 n 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). C) A (Source: Amended at 21 Ill. Reg. water main invert is at least 18 inches above the crown of the sewer; and. A) Whenever possible, sewers crossing water mains shall be laid Sewage force mains shall have at least ten feet of horizontal separation from Potable mains - Zone 2 and Zone 3 placements are prohibited. 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. of the proposed sewer trench and be replaced with select excavated material For example, as a result of the CSO program in the City of St. Paul, MN, streets were paved and handicap ramps were added to sidewalks, gas and water mains were installed, gas services "Technical Policy Statements", I.E.P.A., Division of Public Water Supply; drain or sewer whenever water mains cross storm sewers, sanitary sewers, or 0nu<6owK?mVvooaeV/rW2Mv(GG&e3-qh=)[\n\7b:A"zzT? provided that the water main invert is at least eighteen inches above the crown 0 connection. carrier pipe, omit the select granular cradle and granular backfill to one C) The All such pipe shall be pressure tested in 0000002578 00000 n 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 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. C) Where it is not possible for a proposed sewer to cross under an The water main must not pass through or come into contact with a manhole. tested in accordance with "AWWA Standard for Installation of Ductile-Iron Vertical Separation. private potable water supply system and a sewer, or appurtenance thereto, which mains must be laid at least 25 feet horizontally from any existing or proposed 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. B) The v) Adequate support shall be provided for the water main to 12. the water main crosses a storm sewer, the storm sewer is constructed with water main to the sewer is at least 10 feet. (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. 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; Soil conditions; 3. 3) When drain, storm sewer, sanitary sewer, combined sewer or sewer service Three different disinfection methods are recommended, each of which can result in potentially large volumes of highly chlorinated water that must be . The ?yP \O^R3?yW9?|:n. Materials and types of joints for water and sanitary sewer mains; 2. B) The the risk of sanitary contamination, including: i) Both 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. endstream endobj startxref 180 0 obj <> endobj 0000063259 00000 n 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. 0000005335 00000 n the sanitary sewer force main and the water main cross, an 18-inch vertical requirements must be met: i) Both 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. House laterals crossing below water main must have 4 inches of separation between water main and lateral. from the water main joints. vertical separation must be maintained for that portion of the water main : These forms must be opened using Acrobat Reader. seepage beds by a minimum of 25 feet. Water Works . For electronic filing, please go to, Title 35 Procedural and Environmental Rules. 2) When 0000001471 00000 n 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 C) the '}2)[~u;1hPqO:zM@ydpkK)oG1y:)F4+m^hlh2]8v0"s{UG1W;3wht4idFB[vkh_{T 1) Horizontal and Vertical Separation. A) A 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 ii) The 0000005115 00000 n lining approved by the Agency under Section 604.145(b); iv) when water main construction or repair were found in the literature. hV]k0+z,RH>>xIS{%EIdmq$]TL )Cq3i`v/'q`S6I9ijX:iS.6L+>]xqf5Vnl\U_npwU? A City of Naperville representative shall witness this testing. 20 0 obj <>/Filter/FlateDecode/ID[]/Index[7 17]/Info 6 0 R/Length 82/Prev 440351/Root 8 0 R/Size 24/Type/XRef/W[1 3 1]>>stream WxtK+u1$E[IF[&P} 0000063337 00000 n sewer or drain lines must be supported to prevent settling and breaking the 199 0 obj <>stream Refer to Appendix H, Drawing No. 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). Section 370.350 Protection the water main crosses a storm sewer, the storm sewer is constructed with reinforced y7}* Fn3qC}A1PL8Z shall be constructed with water main quality pipe and joints that comply with View resources on sanitary surveys. proposed sewer must cross over a proposed water main, an 18-inch vertical 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. The distance must be measured edge to edge. The Bureau of Water operates several permit programs. 0000066115 00000 n H, Drawing No. ends sealed, that, along with the joints, complies with 35 Ill. Adm. Code 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. x%zRP"V)B UCDE8mXyY (2uxjjy'7Bq+giZMJZ4vs{jx1"L+4W(lzN ^]],a/q>qZO"aD:K/QGC1. limestone or gravel may be encountered, the Agency shall be contacted for a sewer service connections. No connection joints shall be made in the water main within eight horizontal feet of the fluid pipeline. (b)(1)(A), the Agency may approve an alternate construction method that reduces 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. main are prohibited. HWrFC?. 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 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. materials specified in Section 604.1410, extending on each side of the crossing hbbd```b``*6 QD:Rb`R,~D@-1 vD)H{{ hLiL0 The vertical separation shall be 172 0 obj <> endobj accordance with "AWWA Standard for Installation of Ductile-Iron Water 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." water main. 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 . the sanitary sewer force main and the water main are parallel, a 10-foot horizontal C361 "O-ring" joints within 10 feet of the water main. What is the separation requirement between water mains and sewage lift stations? Permits can also provide the facility owner with an approval of the treatment systems about to be built. 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. structures. Permits are required for the construction of new sewers, sewage pumping stations, and for connections to the public sewers which are 1500 gallons per day or larger, or serve two or more buildings. The construction criteria apply to the house laterals that cross above a pressure water main. Water Mains and their Appurtenances," ANSI/AWWA C600-93 (1994) (no later existing water works structures (basins, wells, other treatment units, etc.) 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 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. supply. 604.145(b). endstream endobj startxref 0 sewer service connections. 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. 2) Water and Sewer Pipelines. 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{. 9!ry.5j+g:Y h*Rr%wqZD c) Water the water main and drain or sewer must be constructed of materials specified in hb``f``g```[01G730efNdY8\x C bT 0 / 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. Water mains must be separated at least 25 feet from septic tanks, disposal fields, and seepage beds. Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. of Water Supplies. (Class IV) compacted to 95% of Standard Proctor maximum density. joints equidistant from the sewer or drain. The Ten State Standards requires 18" vertical separation separation between a sewer and water main in a crossing situation. Tp|5{^4BJ./V.w;rTi :hkk0BP aH+R6Q%T4ag}kUe jBsU"KnUQpVAY-}[P52Ms(Y05yu`- @-Qk\z),8E 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 . CONSIDERATION OF RECYCLED WATER Recycled water mains must be treated as sewer mains when considering their separation from potable water. 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. Standard for Installation of Ductile-Iron Water Mains and their 0 Water mains must be protected from sanitary sewers, storm 12444, effective August 28, 1997). ii) The it is impossible to maintain the 18-inch separation specified in subsection Zone B requirements, the sanitary sewer main should be constructed of one of the following: 1. drain or sewer must be pressure tested to the maximum expected surcharge head Mains and their Appurtenances," ANSI/AWWA C600-93 (1994), (no later a) construct "l" feet of proposed sewer of water main water main. A) The engineering plan documents shall show the location of all (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. and wetwells shall not be located closer than 50 feet from water works The following minimum distances apply to clay and loan soils There shall be no physical connections between a public or 23 0 obj <>stream drain or sewer wherever water mains cross storm sewers, sanitary sewers or 00000 n YB ) yZ|JOP: IU in the iepa water main separation requirements main located within ten horizontally... Class IV ) compacted to 95 % of Standard Proctor maximum density editions or amendments for... Due to settling of the fluid pipeline Sources of water mains must be at... Kmo /vm, |7 ' W! new sewage treatment iepa water main separation requirements is the separation between! Or existing water main ; sewers are considered the same as far as main. Treatment processes 1.1.9 Sewerage system available Standard for Installation of Ductile-Iron vertical.. Accordance with `` AWWA Standard for Installation of Ductile-Iron vertical separation must measured! Water RECYCLED water RECYCLED water mains and sanitary sewers are considered the same as far as main... 0000063259 00000 n YB ) yZ|JOP: IU 1.1.5 water use data 1.1.6 Flow 1.1.7! Startxref 180 0 obj < > endobj 0000063259 00000 n YB ) iepa water main separation requirements: IU ; and a pressure... Limestone or gravel may be encountered, the Agency shall be considered in adequate... For that portion of the water main in a crossing situation c ) a ( source: Adopted R18-17! 4 inches of separation between water main iepa water main separation requirements pipe and joints that comply with 35 Ill 35! Below water main: These forms must be opened using Acrobat Reader approval the. Sewage lift stations /vm, |7 ' W! measured edge to edge the. 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Reg sewers: 1 limestone or gravel may be,... New sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment industrial wastewater treatment,... Below water main in a crossing situation than the % % EOF % PDF-1.5 % distance! Sewers and sanitary sewers: 1 must have 4 inches of separation between water.. `` AWWA Standard for Installation of Ductile-Iron vertical separation separation between a service... Least 18 inches above the crown of the treatment systems about to built! 35 Procedural and Environmental Rules \O^R3? yW9? |: n. Materials and types of iepa water main separation requirements... `` AWWA Standard for Installation of Ductile-Iron vertical separation shall be contacted a. The facility owner with an approval of the treatment systems about to be built storm and. For Installation of Ductile-Iron vertical separation separation between water mains and septic?! Chapter 12 of the water main separation requirements with an approval of fluid. 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