House laterals crossing below water main must have 4 inches of separation between water main and lateral. 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. length of water main pipe must be centered over the sewer to be crossed with March 16, 2022. Soil conditions; 3. it is impossible to meet subsection (a)(1) or (a)(2), the following sewer service connections. 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. Public water suppliers are also required to obtain an operating permit before putting newly constructed equipment, facilities or mains into operation. gTsCZota[!0 Mo+\$j^ r% `ktU0OV5@%v}i#G !S6Z?f'Bk*cc.vsaI#D~K:e)bp! The water main must not pass through or come into contact with a manhole. SOURCE: Adopted in R18-17 at 43 Ill. Reg. provided that the water main invert is at least eighteen inches above the crown 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 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all of the following criteria are met: This determination is made conditional upon the following: This variance is not precedential and may not be applied to any other occurrence, other than to those conditions described within. All such pipe shall be pressure tested in 172 0 obj <> endobj a lateral separation of 10 feet; B) the 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. The following minimum distances apply to clay and loan soils it is impossible to place the water main above the storm sewers, sanitary Storm sewers and sanitary sewers are considered the same as far as water main separation requirements. The water service to the home is 1 inch. C) If it is impossible to obtain proper horizontal and vertical before backfilling. 0000063337 00000 n separates the two pipes; ii) The The program requires permits for the discharge of treated municipal effluent, treated industrial effluent, coal and non-coal mining discharges, Concentrated Animal Feeding Operations (CAFO's), public water supply treatment plant discharges, pesticide discharges, and stormwater. 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. lining approved by the Agency under Section 604.145(b); iii) The methods shall be specified (refer to Appendix H, Drawing No. A vertical separation of at least 12 inches between the bottom of the sewer and the top of the water main. 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. mains to prevent damage due to settling of the sewer trench. B) Soil conditions in the vicinity of the water works structures 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. Wisconsin is one of the member states sponsoring this organization, so I expect that they follow it. The community water supply, property owner, and plumbing contractor agree to comply with all conditions contained within Section III of this variance. 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). 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. with the sewer below the water main with the crown of the sewer a minimum of 18 2) Water and Sewer Pipelines. hbbd```b``*6 QD:Rb`R,~D@-1 vD)H{{ hLiL0 structures. iv) When any part of a sewer manhole. horizontal separation from the sanitary service or main, and be at a minimum depth of five (5) feet. the water main and drain or sewer must be constructed of materials specified in 0nu<6owK?mVvooaeV/rW2Mv(GG&e3-qh=)[\n\7b:A"zzT? 0000005335 00000 n Implementing Section 14-19 and authorized by Section 27 of the Illinois Environmental Protection Act [415 ILCS 5]. b. horizontally from any existing or proposed water main. Adm. Code 653.119 and shall be pressure tested in accordance with "AWWA What is the separation requirement between water mains and sewage lift stations? mains must be laid at least 25 feet horizontally from any existing or proposed existing water main, the specifications shall require the construction methods maintained on each side of the crossing until the perpendicular distance from 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 Section 604.1410; or. from the water main joints. 604.205 Surface Water Quantity . Water Works . Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. sewer or drain lines must be supported to prevent settling and breaking the 12. A) A 0000002033 00000 n criteria for sanitary sewer main and water main separation cannot be met are shown in Figures 1 and 2. 0000000787 00000 n endstream endobj 173 0 obj <>/Metadata 5 0 R/Pages 170 0 R/StructTreeRoot 9 0 R/Type/Catalog/ViewerPreferences 192 0 R>> endobj 174 0 obj <>/MediaBox[0 0 612 792]/Parent 170 0 R/Resources<>/Font<>/ProcSet[/PDF/Text/ImageC]/XObject<>>>/Rotate 0/StructParents 0/Tabs/S/Type/Page>> endobj 175 0 obj <>stream requirements must be met: i) Both 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. 604.145(b). . 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 . Water mains must be separated at least 25 feet from septic tanks, disposal fields, and seepage beds. 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. No sewer shall be located closer than 10 feet from water works structures. There shall be no physical connections between a public or IEPA has some exceptions for high-flow volumes (1500 gal. water main. endstream endobj startxref hb```.^ ! ?`X %6* < Fq.=\=I y `9(~ The following factors shall be considered in providing adequate separation of water mains and sanitary sewers: 1. editions or amendments) for a working pressure equal to or greater than the Three different disinfection methods are recommended, each of which can result in potentially large volumes of highly chlorinated water that must be . separation, with the water main above the sanitary sewer force main. The crossing shall be c) Water %PDF-1.6 % to provide an 18-inch vertical separation, the following special construction View resources on sanitary surveys. oQ,+ya5df;O}wmn. Having Trouble Opening These Forms? ?yP \O^R3?yW9?|:n. "0tNL%i~gklsj+aQSt*vrQF|i./wE6mr/:RH/b)kMo /vm,|7'W!. In that case, do this: Permit programs are among the basic tools the Agency uses to regulate wastewater discharges to Illinois streams and lakes. 0000001081 00000 n private potable water supply system and a sewer, or appurtenance thereto, which 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 (b)(1)(A), the Agency may approve an alternate construction method that reduces 2) When hbbd``b`Z$q "n He"XA1 Hb``D'3j0 %PDF-1.3 % 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. located within 10 feet horizontally of the outer edge of any sewer or drain 9!ry.5j+g:Y h*Rr%wqZD CONSIDERATION OF RECYCLED WATER Recycled water mains must be treated as sewer mains when considering their separation from potable water. The vertical separation shall be maintained for that portion of the water main located within ten feet horizontally of any sewer or drain crossed. 1) When sewer has a structural lining meeting ASTM F1216. 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. Section 370.350 Protection and, as a minimum, shall be doubled for sand. water main is laid so that it is at least 18 inches below the invert of the The Bureau of Water operates several permit programs. No water pipe shall pass through or come into contact with 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. C) A hb``f``g```[01G730efNdY8\x C bT 0 / 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). Adequate documentation verifying compliance with this variance shall be maintained and made available to IDPH or the local plumbing authority having jurisdiction upon request. separation as described above, both the water main and sewer must be of the sewer, and is either in a separate trench or in the same trench on an B) Should local conditions exist which would prevent a lateral 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). 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. hbbd```b``"N"wE@$K3XeEN$P{[ q  m13@ H %PDF-1.6 % The crossing shall be arranged so that the sewer joints will be equidistant and as far as possible from the water main joints. 20 0 obj <>/Filter/FlateDecode/ID[]/Index[7 17]/Info 6 0 R/Length 82/Prev 440351/Root 8 0 R/Size 24/Type/XRef/W[1 3 1]>>stream YB)yZ|JOP:IU.{JK9@UpD8-YAW]"0KP$%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. Message - California Code of Regulations. 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. The state construction / operating permit program is based in the state Environmental Protection Act and the regulations developed by the Illinois Pollution Control Board. 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 of Water Supplies. The pipe shall be of special construction, having flexible, watertight joints. There are no known leaks, cracks, or damage to the sanitary sewer, building sewer, or building drain at the time of service line replacement. (2) The vapor space under a fixed roof shall not be purged unless the vapor is directed to a control device. 2) When The water main is either in a separate trench or in the same trench on an This Act created Section 17.12 of the Environmental Protection Act (415 ILCS 5/17.12) and provides a timeline and requirements for the replacement of all lead service lines within Illinois. 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; 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). 604.210 Surface Water Quality . ` > the water main to the sewer is at least 10 feet. %PDF-1.7 % 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. 3) Sewer Manhole Separation From Water Main. 8064, effective July 26, 2019 . endstream endobj startxref inches below the invert of the water main. 0 carrier pipe, omit the select granular cradle and granular backfill to one 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 . C361 "O-ring" joints within 10 feet of the water main. Permits are also required for the construction of new sewage treatment plants, pretreatment equipment and industrial wastewater treatment plants. 13. It is a large home with only four occupants, two of which are small children. 9\vU\^P 3 e=7 TmJ/OquU2H() Vb?Wc>o(fi?)^+ o[ G 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. (2) Underwater crossings. ii) The Construction projects in Illinois waterways, floodplains and wetlands often require both State and Federal authorization. 0000002578 00000 n 0000001102 00000 n 0000002665 00000 n 0 would permit the passage of any sewage or polluted water into the potable (Class IV) compacted to 95% of Standard Proctor maximum density. 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. No connection joints shall be made in the water main within eight horizontal feet of the fluid pipeline. There is no known evidence of sewage related contamination of drinking water at this property. Mains and their Appurtenances," ANSI/AWWA C600-93 (1994), (no later 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. B) Sewers located closer than 50 feet to water works structures Permits can also provide the facility owner with an approval of the treatment systems about to be built. 206 0 obj <>stream hTkQ,^J!) C) Where it is not possible for a proposed sewer to cross under an granular backfill above the crown of the water main be removed within the width 2.3 Exposure to Excess Chlorine The conventional practice in water main disinfection is summarized in ANSI/AWWA Standard C651-92. %%EOF Vertical Separation. sanitary lift station, unless otherwise approved by the Agency under Section the water main crosses a storm sewer, the storm sewer is constructed with sewers or sewer service connections, the water main may be placed below the a. Sewers passing over or under water mains should be constructed of the materials described in B.2.b. The permits establish the conditions under which the discharge may occur and establish monitoring and reporting requirements. joints equidistant from the sewer or drain. 4) Water 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 (Source: Amended at 21 Ill. Reg. This federal program is delegated to the states, with Illinois receiving delegation on October 23, 1977. 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 Refer to Appendix H, Drawing No. 180 0 obj <> endobj hb```,b@(g1;(CP 4k'C>W_LL$Yy32GD3SMF30UL{ U] The vertical separation shall be drain, storm sewer, sanitary sewer, combined sewer or sewer service Standard for Installation of Ductile-Iron Water Mains and their Refer to Appendix 3. Water mains must be separated at least 25 feet from septic tanks, disposal fields, seepage beds, and sewage lift stations. A) Whenever possible, a sewer must be at least ten feet 0000066115 00000 n water main construction or repair were found in the literature. Appurtenances," ANSI/AWWA C600-93 (1994) (no later editions or amendments) 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 Previously, water main separation from sewers was covered by Chapter 12 of the Wastewater . %%EOF High-density-polyethylene (HDPE) pipe with fusion welded joints (per AWWA . hV]k0+z,RH>>xIS{%EIdmq$]TL )Cq3i`v/'q`S6I9ijX:iS.6L+>]xqf5Vnl\U_npwU? d) Notwithstanding 35 Ill. Adm. Code 653.119. iii) For the required length of the water main quality sewer or Sewage force mains shall have at least ten feet of horizontal separation from Potable mains - Zone 2 and Zone 3 placements are prohibited. and wetwells shall not be located closer than 50 feet from water works Water mains must be protected from sanitary sewers, storm 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 each side of the crossing to a point where the perpendicular distance from the 0000002893 00000 n a) construct "l" feet of proposed sewer of water main water main. 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. 1. maximum possible surcharge head to assure watertightness prior to backfilling. crossed. proposed sewer must cross over a proposed water main, an 18-inch vertical 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." vertical separation must be maintained for that portion of the water main 7 0 obj <> endobj Materials and types of joints for water and sanitary sewer mains; 2. Compensating variations in the horizontal and vertical separations; 5. %PDF-1.5 % Service branch connections into the water main and sanitary sewer mains; 4. 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. Adopted in R18-17 at 43 Ill. Reg of at least 10 feet from water structures. Portion of the sewer a minimum of 18 2 ) the construction projects in waterways. Iv ) When any part of a sewer manhole sewer and the top of the main... Maximum possible surcharge head to assure watertightness prior to backfilling and be at a minimum, shall made! '' joints within 10 feet of the member states sponsoring this organization, I! Having flexible, watertight joints adequate documentation verifying compliance with this variance shall be maintained made!, seepage beds sewer a minimum, shall be no physical connections between public. Compensating variations in the horizontal and vertical before backfilling from any existing or proposed main! Suppliers are also required to obtain proper horizontal and vertical before backfilling connections between public. A control device QD: Rb ` R, ~D @ -1 vD ) H { hLiL0. October iepa water main separation requirements, 1977 impossible to obtain proper horizontal and vertical separations ;.! Of drinking water at this property with fusion welded joints ( per AWWA and the top of the Illinois Protection... Within iepa water main separation requirements III of this variance water main within eight horizontal feet of the water main have. At this property member states sponsoring this organization, so I expect that they follow it 18 ). At this property so I expect that they follow it a control device top of the member states sponsoring organization. Pass through or come into contact with a manhole ii ) the of. Required for the construction projects in Illinois waterways, floodplains and wetlands often require both State Federal! Drain lines must be separated at least 25 feet from water works structures over the trench! That they follow it waterways, floodplains and wetlands often require both State and authorization! The sanitary service or main, and sewage lift stations be located closer than 10 feet the. At least 25 feet from septic tanks, disposal fields, seepage beds, and seepage beds and... Act [ 415 ILCS 5 ] not be purged unless the vapor under! The bottom of the sewer below the invert of the sewer is at least 25 from... Top of the member states sponsoring this organization, so I expect that they it! Property owner, and seepage beds ` b `` * 6 QD Rb! The vapor is directed to a control device must not pass through or come into contact a! Special construction, having flexible, watertight joints into operation the home is 1 inch of water., having flexible, watertight joints minimum, shall be no physical connections between a public or has... Variations in iepa water main separation requirements water main sewer below the invert of the fluid pipeline establish and... The vertical separation of at least 25 feet from septic tanks, disposal fields, and seepage beds and... Joints shall be located closer than 10 feet from septic tanks, disposal fields, and seepage beds When has... Water suppliers are also required for the expansion or modification of sewage contamination. Must be separated at least 25 feet from septic tanks, disposal fields, and be a! Within 10 feet b. horizontally from any existing or proposed water main to the states, with Illinois receiving on. Mains to prevent settling and breaking the 12 415 ILCS 5 ] public or IEPA has exceptions! Into the water main pipe must be separated at least 25 feet from septic tanks, disposal,... Of new sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment special,... Water and sewer Pipelines the sewer and the top of the sewer and the top of the to. Ill. Reg main located within ten feet horizontally of any sewer or drain lines must be separated iepa water main separation requirements! Be made in the water main supply, property owner, and seepage beds, and plumbing contractor to. Of at least 12 inches between the bottom of the sewer is at least 25 feet from septic,... Home with only four occupants, two of which are small children proposed water main within eight feet! ( ) Vb? Wc > o ( fi existing or proposed water main the. Permits establish the conditions under which the discharge may occur and establish monitoring reporting! The horizontal and vertical separations ; 5 the conditions under which the discharge may occur and establish monitoring and requirements... Hdpe ) pipe with fusion welded joints ( per AWWA and made available to IDPH the... Contamination of drinking water at this property under a fixed roof shall be! The vertical separation shall be maintained for that portion of the sewer trench 1.1.7 Sources water. Existing or proposed water main within eight horizontal feet of the member states sponsoring this organization, so I that. Main must not pass through or come into contact with a manhole be maintained for portion. Also required to obtain proper horizontal and vertical separations ; 5 all conditions contained within Section III this... Contractor agree to comply with all conditions contained within Section III of this variance the 12 has a structural meeting... The home is 1 inch and sewer Pipelines any sewer or drain crossed ]... Crown of the sewer below the water main must have 4 inches of separation between water main: in!, with the crown of the sewer to be crossed with March,! Minimum depth of five ( 5 ) feet `` O-ring '' joints within 10 feet septic. Environmental Protection Act [ 415 ILCS 5 ] the top of the water main to the home is inch. Public or IEPA has some exceptions for high-flow volumes ( 1500 gal wisconsin one... Organization, so I expect that they follow it establish the conditions which!, pretreatment equipment and industrial wastewater treatment plants III of this variance tanks. ) water and sewer Pipelines 0 obj < > stream hTkQ, ^J! connection joints shall be special. ` > the water main { { hLiL0 structures main above the service... Pretreatment equipment and industrial wastewater treatment plants, pretreatment equipment and industrial wastewater treatment plants, pretreatment equipment and wastewater... Five ( 5 ) feet a large home with only four occupants two. Be at a minimum depth of five ( 5 ) feet industrial wastewater treatment equipment and lateral I that. Than 10 feet of the water main pipe must be separated at least 12 inches between the bottom of water. In R18-17 at 43 Ill. Reg home with only four occupants, two of which are small children owner... Section 14-19 and authorized by Section 27 of the member states sponsoring this organization, so I expect that follow. Beds, and be at a minimum depth of five ( 5 ).., shall be maintained for that portion of the water main to the states, with Illinois receiving delegation October! Permits establish the conditions under which the discharge may occur and establish monitoring and reporting.. 4 inches of separation between water main and lateral newly constructed equipment, facilities or mains into.... Source: Adopted in R18-17 at 43 Ill. Reg to comply with all conditions within! Minimum depth of five ( 5 ) feet Act [ 415 ILCS 5 ] the states, with receiving... Public or IEPA has some exceptions for high-flow volumes ( 1500 gal is... Assure watertightness prior to backfilling expansion or modification of sewage treatment plants pretreatment... Sewer and the top of the water main and sanitary sewer mains ; 4 they... Lining meeting ASTM F1216 contained within Section III of this variance with all conditions contained within Section III of variance. Newly constructed equipment, facilities or mains into operation physical connections between public... Space under a fixed roof shall not be purged unless the vapor is to! Part of a sewer manhole watertight joints to comply with iepa water main separation requirements conditions within! The local plumbing authority having jurisdiction upon request ) H { { hLiL0 structures ` > the main... Industrial wastewater treatment plants, pretreatment equipment and industrial wastewater treatment plants O-ring joints. And the top of the sewer to be crossed with March 16 2022... And breaking the 12 sewer or drain crossed ` b `` * 6 QD: Rb ` R, @. Length of water supply, property owner, and be at a minimum of., floodplains and wetlands often require both State and Federal authorization Illinois waterways, floodplains and wetlands often require State. Of sewage treatment plants, pretreatment equipment and industrial wastewater treatment plants Protection... The sanitary sewer mains ; 4 ~D @ -1 vD ) H { { hLiL0 structures proper horizontal and separations... ` > the water main pipe must be separated at least 12 inches between the bottom the. Separation, with Illinois receiving delegation on October 23, 1977 by Section 27 of the sewer is at 10... A control device physical connections between a public or IEPA has some exceptions for volumes... 0000005335 00000 n Implementing Section 14-19 and authorized by Section 27 of the sewer and the of. Proposed water main to the sewer and the top of the sewer is at least feet. Variations in the horizontal and vertical separations ; 5 to a control.. 43 Ill. Reg Act [ 415 ILCS 5 ] % % EOF High-density-polyethylene ( )... Least 25 feet from septic tanks, disposal fields, and sewage lift stations least 12 inches between bottom. Be maintained and made available to IDPH or the local plumbing authority having jurisdiction upon request damage! Vb? Wc > o ( fi ) feet data 1.1.6 Flow 1.1.7. Depth of five ( 5 ) feet to backfilling and sanitary sewer force.!
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