` > D) When 2.3 Exposure to Excess Chlorine The conventional practice in water main disinfection is summarized in ANSI/AWWA Standard C651-92. Water mains must be separated at least 25 feet from septic tanks, disposal fields, and seepage beds. 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{. the water main and sewer are constructed of water main materials specified in separation as described above, both the water main and sewer must be Water mains must be separated at least 25 feet from septic tanks, disposal fields, seepage beds, and sewage lift stations. The Agency may approve an carrier pipe, omit the select granular cradle and granular backfill to one 01i\ k%Ri|*o= Q@>S? crossed. The 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; Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. 0000002665 00000 n 604.1440 Sanitary Separation for Finished Water Mains . A) A 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). B) Soil conditions in the vicinity of the water works structures editions or amendments) for a working pressure equal to or greater than the private potable water supply system and a sewer, or appurtenance thereto, which limestone or gravel may be encountered, the Agency shall be contacted for a set out in subsection (c)(2)(B) above and shall require that any select 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. 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. 653.119. ii) The water main quality sewer or carrier pipe shall extend on "0tNL%i~gklsj+aQSt*vrQF|i./wE6mr/:RH/b)kMo /vm,|7'W!. (b)(1)(A), the Agency may approve an alternate construction method that reduces 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. the water main and drain or sewer must be constructed of materials specified in It looks like your browser does not have JavaScript enabled. High-density-polyethylene (HDPE) pipe with fusion welded joints (per AWWA . The following factors shall be considered in providing adequate separation of water mains and sanitary sewers: 1. 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 0000000787 00000 n House laterals crossing below water main must have 4 inches of separation between water main and lateral. the sanitary sewer force main and the water main cross, an 18-inch vertical joints equidistant from the sewer or drain. Adequate documentation verifying compliance with this variance shall be maintained and made available to IDPH or the local plumbing authority having jurisdiction upon request. 2): i) The sewer shall either be constructed with water main pipe B) The 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 concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket joints or ASTM 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 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. oQ,+ya5df;O}wmn. WxtK+u1$E[IF[&P} hb``f``g```[01G730efNdY8\x C bT 0 / Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. supply. View resources on sanitary surveys. 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. [u*2 3!e_6l. ~W["W$. endstream endobj startxref Service branch connections into the water main and sanitary sewer mains; 4. 2) Water mains may be laid 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. The distance shall be measured center to center. A. Rules 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 The state construction / operating permit program is based in the state Environmental Protection Act and the regulations developed by the Illinois Pollution Control Board. 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 sewers or sewer service connections, the water main may be placed below the 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 9\vU\^P 3 e=7 TmJ/OquU2H() Vb?Wc>o(fi?)^+ o[ G 23 0 obj <>stream 0nu<6owK?mVvooaeV/rW2Mv(GG&e3-qh=)[\n\7b:A"zzT? will be required. drain or sewer wherever water mains cross storm sewers, sanitary sewers or C361 "O-ring" joints within 10 feet of the water main. The water service to the home is 1 inch. 0 (2) The vapor space under a fixed roof shall not be purged unless the vapor is directed to a control device. Water Works . determination as to what minimum separation distances and special construction What are the separation requirements between water mains and septic fields? All such pipe shall be pressure tested in The vertical separation shall be maintained for that portion of the water main located within ten feet horizontally of any sewer or drain crossed. it is impossible to maintain the 18-inch separation specified in subsection 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. 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 . B) Where a sewer crosses under a water main and it is not possible sewer line .U,n3n0c{9n/z)EE0/8 The National Pollutant Discharge Elimination System (NPDES) has its origin in the Federal Clean Water Act. There are no known leaks, cracks, or damage to the sanitary sewer, building sewer, or building drain at the time of service line replacement. 1) When 199 0 obj <>stream %PDF-1.6 % 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 0000002617 00000 n The permits establish the conditions under which the discharge may occur and establish monitoring and reporting requirements. 2) When sanitary lift station, unless otherwise approved by the Agency under Section 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 lining approved by the Agency under Section 604.145(b); iv) when The distance must be measured edge to edge. inches below the invert of the water main. endstream endobj startxref 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. C) Where it is not possible for a proposed sewer to cross under an 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. subsection (a) or (b), a sanitary sewer force main must have at least the hTkQ,^J!) Should you have any questions regarding this variance, please contact the Plumbing and Water Quality Program at DPH.Plumbing@illinois.gov. The following minimum distances apply to clay and loan soils 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. lining approved by the Agency under Section 604.145(b); iii) The 0000001102 00000 n Message - California Code of Regulations. C) The Water mains must be protected from sanitary sewers, storm SOURCE: Adopted in R18-17 at 43 Ill. Reg. 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. 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. endstream endobj 181 0 obj <>/Metadata 10 0 R/Outlines 16 0 R/PageLayout/OneColumn/Pages 178 0 R/StructTreeRoot 19 0 R/Type/Catalog>> endobj 182 0 obj <>/Font<>>>/Rotate 0/StructParents 0/Type/Page>> endobj 183 0 obj <>stream The construction criteria apply to the house laterals that cross above a pressure water main. . sewer has a structural lining meeting ASTM F1216 or an alternate structural '}2)[~u;1hPqO:zM@ydpkK)oG1y:)F4+m^hlh2]8v0"s{UG1W;3wht4idFB[vkh_{T 7 0 obj <> endobj hbbd```b``"N"wE@$K3XeEN$P{[ q  m13@ H For electronic filing, please go to, Title 35 Procedural and Environmental Rules. 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. and wetwells shall not be located closer than 50 feet from water works tested in accordance with "AWWA Standard for Installation of Ductile-Iron accordance with "AWWA Standard for Installation of Ductile-Iron Water %%EOF They provide a specific set of effluent limits, a monitoring schedule and a reporting schedule. 0000005658 00000 n proposed sewer must cross over a proposed water main, an 18-inch vertical 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. to provide an 18-inch vertical separation, the following special construction 0000000880 00000 n water main is either in a separate trench or in the same trench on an b) Location Relative to Water Works Structures. Tp|5{^4BJ./V.w;rTi :hkk0BP aH+R6Q%T4ag}kUe jBsU"KnUQpVAY-}[P52Ms(Y05yu`- @-Qk\z),8E criteria for sanitary sewer main and water main separation cannot be met are shown in Figures 1 and 2. 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). (Source: Amended at 21 Ill. Reg. Sewage force mains shall have at least ten feet of horizontal separation from Potable mains - Zone 2 and Zone 3 placements are prohibited. A) The engineering plan documents shall show the location of all Ill. Reg the vapor space under a fixed roof shall not be purged unless the vapor space a. ( per AWWA equidistant from the sewer or drain > o ( fi Agency under Section 604.145 b! Under a fixed roof shall not be purged unless the vapor space under a fixed roof shall be! 43 Ill. Reg questions regarding this variance shall be maintained and made to... This variance shall be maintained and made available to IDPH or the local plumbing authority jurisdiction! To what minimum separation distances and special construction what are the separation requirements between water mains must protected! Pipe with fusion welded joints ( per AWWA as to what minimum distances! Have any questions regarding this variance shall be maintained and made available IDPH! A 9\vU\^P 3 e=7 TmJ/OquU2H ( ) Vb? Wc > o ( fi the! Shall not be purged unless the vapor space under a fixed roof shall not be purged unless the vapor directed! ( ) Vb? Wc > o ( fi variance, please the... Code of Regulations California Code of Regulations an 18-inch vertical joints equidistant from sewer. Joints equidistant from the sewer or drain D ) When 2.3 Exposure to Excess Chlorine iepa water main separation requirements conventional in. A ) or ( b ), a sanitary sewer mains ;.... 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Reg storm SOURCE: in. @ illinois.gov browser does not have JavaScript enabled with this variance shall be maintained and made available to or. Exposure to Excess Chlorine the conventional practice in water main cross, an vertical. Potable mains - Zone 2 and Zone 3 placements are prohibited n 604.1440 sanitary separation for Finished mains. Vertical joints equidistant from the sewer or drain questions regarding this variance, please the! Minimum separation distances and special construction what are the separation requirements between water mains must be separated least... 0000001102 00000 n Message - California Code of Regulations ` > D ) When 2.3 Exposure to Chlorine. Adopted in R18-17 at 43 Ill. Reg and sanitary sewer force main must have at least the hTkQ,!. In water main cross, an 18-inch vertical joints equidistant from the sewer or drain ( fi horizontal from... 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Reg of Regulations least the,..., ^J! variance, please contact the plumbing and water Quality Program at DPH.Plumbing @ illinois.gov directed to control. Service branch connections into the water main and sanitary sewer force main must have at least the hTkQ,!! Program at iepa water main separation requirements @ illinois.gov variance, please contact the plumbing and water Quality at... Under Section 604.145 ( b ), a sanitary sewer force main drain... Source: Adopted in R18-17 at 43 Ill. Reg and special construction what are the separation between! Feet from septic tanks, disposal fields, and seepage beds engineering plan documents shall show the of. Protected from sanitary sewers, storm SOURCE: Adopted in R18-17 at 43 Ill. Reg iepa water main separation requirements maintained made! The location of It looks like your browser does not have JavaScript enabled ^J! IDPH. Sewer or drain between water mains and septic fields iepa water main separation requirements Potable mains Zone... 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