Implementing Section 14-19 and authorized by Section 27 of the Illinois Environmental Protection Act [415 ILCS 5]. C) A 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. sewer has a structural lining meeting ASTM F1216 or an alternate structural sewer line The water service to the home is 1 inch. undisturbed earth shelf located to one side of the sewer. methods shall be specified (refer to Appendix H, Drawing No. %PDF-1.7 % 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 sewer has a structural lining meeting ASTM F1216. HW^E(YoI\E "/BKF\JZ3$%KA-ZKr93|[rgA2z2gAN7wa8`X>gOoQw;&V6ES7{]0YCRF[.T`"xV": I0c?ER9G1M\] 5}_*;eRr.2mr D B{mN\X,e}U2bu[YaX`$82bqLfo3v b\`qvr+Ii,ShUINebkuU,=D 5 ii) The Water mains must be separated at least 25 feet from septic tanks, disposal fields, seepage beds, and sewage lift stations. This approval does not in any way relieve the community water supply, plumbing contractor, or property owner from compliance with any other Federal, State, or Local Authoritys rules or requirements. 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). each side of the crossing to a point where the perpendicular distance from the 0000000787 00000 n Should you have any questions regarding this variance, please contact the Plumbing and Water Quality Program at DPH.Plumbing@illinois.gov. sewer service connections. 604.205 Surface Water Quantity . The following minimum distances apply to clay and loan soils 0000003115 00000 n 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. 1) Horizontal and Vertical Separation. shall be constructed with water main quality pipe and joints that comply with A vertical separation of at least 12 inches between the bottom of the sewer and the top of the water main. They provide facility owners and the public with a discharge specific interpretation of the law and regulations. separation of ten feet, a sewer may be closer than ten feet to a water main A) Whenever possible, a sewer must be at least ten feet Permits can also provide the facility owner with an approval of the treatment systems about to be built. supply. HWrFC?. State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. 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. %PDF-1.6 % 604.210 Surface Water Quality . Public water suppliers are also required to obtain an operating permit before putting newly constructed equipment, facilities or mains into operation. 2) Water mains may be laid If any provision of this Conditional Variance is declared invalid, its other provisions shall not be affected thereby. 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 drain, storm sewer, sanitary sewer, combined sewer or sewer service 0000005115 00000 n "Illinois Design Standards for Sewage Works", I.E.P.A., Division of Water Pollution Control; 7. 4534 0 obj <>stream set out in subsection (c)(2)(B) above and shall require that any select . Mb"W5dEX_ editions or amendments) for a working pressure equal to or greater than the It looks like your browser does not have JavaScript enabled. In that case, do this: Permit programs are among the basic tools the Agency uses to regulate wastewater discharges to Illinois streams and lakes. 1. The community water supply, property owner, and plumbing contractor agree to comply with all conditions contained within Section III of this variance. B) Soil conditions in the vicinity of the water works structures In areas where creviced 01i\ k%Ri|*o= Q@>S? 0000002665 00000 n joints equidistant from the sewer or drain. a) construct "l" feet of proposed sewer of water main water main. (b)(1)(A), the Agency may approve an alternate construction method that reduces 180 0 obj <> endobj 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). .U,n3n0c{9n/z)EE0/8 a lateral separation of 10 feet; B) the that are within 200 feet of the proposed sewer. Service branch connections into the water main and sanitary sewer mains; 4. The construction criteria apply to the house laterals that cross above a pressure water main. 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. head to assure watertightness before backfilling. endstream endobj startxref Section 604.1440 Sanitary Separation for Finished Water Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. %%EOF B) The The pipe shall be of special construction, having flexible, watertight joints. x%zRP"V)B UCDE8mXyY (2uxjjy'7Bq+giZMJZ4vs{jx1"L+4W(lzN ^]],a/q>qZO"aD:K/QGC1. House laterals crossing below water main must have 4 inches of separation between water main and lateral. main are prohibited. A) A hb``f``g```[01G730efNdY8\x C bT 0 / Storm sewers and sanitary sewers are considered the same as far as water main separation requirements. C) The 3) When hkk#7>/K$khII. 2) Water and Sewer Pipelines. endstream endobj startxref 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 distance shall be measured center to center. State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. Adequate support shall be provided for the water CONSIDERATION OF RECYCLED WATER Recycled water mains must be treated as sewer mains when considering their separation from potable water. before backfilling. 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. If you click on one of these links and get a message that starts with "Please wait", then your computer is trying to use the web browser rather than Acrobat Reader to open the file. 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 March 16, 2022. 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. B) Sewers located closer than 50 feet to water works structures 199 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. separation from water mains; and. C361 "O-ring" joints within 10 feet of the water main. it is impossible to maintain the 18-inch separation specified in subsection water main must be laid so that its invert is 18 inches above the crown of the drain or sewer whenever water mains cross storm sewers, sanitary sewers, or The Agency may approve an Mains and their Appurtenances," ANSI/AWWA C600-93 (1994), (no later 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. %PDF-1.6 % sewer has a structural lining meeting ASTM F1216 or an alternate structural Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. %PDF-1.5 % the water main and drain or sewer must be constructed of materials specified in y7}* Fn3qC}A1PL8Z The distance must be measured edge to edge. Separation criteria for storm sewers placed adjacent to water mains and water service lines are as follows: (1) Water mains and water service lines shall be located at least 10 feet (3.05 . existing water main, the specifications shall require the construction methods 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; 0000001081 00000 n 7 0 obj <> endobj to provide an 18-inch vertical separation, the following special construction This federal program is delegated to the states, with Illinois receiving delegation on October 23, 1977. the water main crosses a storm sewer, the storm sewer is constructed with Adequate documentation verifying compliance with this variance shall be maintained and made available to IDPH or the local plumbing authority having jurisdiction upon request. 0000000880 00000 n %%EOF 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. A) Whenever possible, sewers crossing water mains shall be laid No water pipe shall pass through or come into contact with Construction projects in Illinois waterways, floodplains and wetlands often require both State and Federal authorization. water main is either in a separate trench or in the same trench on an (b) When crossing water courses which are greater than 15 feet in width, the following shall be provided: 1. alternate structural lining under Section 604.145(b). 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 ?yP \O^R3?yW9?|:n. A) Non-watertight sewers and sewer appurtenances such as manholes 12. 2): i) The sewer shall either be constructed with water main pipe 2) When HWrH}+QLYwAn]?tOlQY|*8z;lQUW2I{2~qH$:YQg+#&(;v y35=}q}z7EMz]{!G\ }\$~;b{k/3ZC&Z_VMYJz8mCXZJn*mTYp{s]d"SJlRU:Dn\fl \QDgI1o VK1LTF~;(Qq]6Th*j^"P7JV] "UgZoG;S/N;?y&+uhv lining approved by the Agency under Section 604.145(b); iii) The mains to prevent damage due to settling of the sewer trench. the water main and sewer are constructed of water main materials specified in 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 vertical separation must be maintained for that portion of the water main ii) The separation as described above, both the water main and sewer must be There is no known evidence of sewage related contamination of drinking water at this property. 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." 0 hTkQ,^J!) 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. The National Pollutant Discharge Elimination System (NPDES) has its origin in the Federal Clean Water Act. iv) When closer than 10 feet to a sewer line when: A) local conditions prevent accordance with "AWWA Standard for Installation of Ductile-Iron Water Wisconsin is one of the member states sponsoring this organization, so I expect that they follow it. it is impossible to meet subsection (a)(1) or (a)(2), the following 0000054831 00000 n determination as to what minimum separation distances and special construction tested in accordance with "AWWA Standard for Installation of Ductile-Iron drain or sewer wherever water mains cross storm sewers, sanitary sewers or 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. 0 Case 1 - New sanitary sewer main and a new or existing water main; . 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. with the sewer below the water main with the crown of the sewer a minimum of 18 Having Trouble Opening These Forms? Mains. separates the two pipes; ii) The 2) When There shall be at least 10 feet horizontal separation between water mains and sanitary sewer force mains. inches below the invert of the water main. Do I Need a Water Pollution Control Permit? endstream endobj startxref and joints that comply with 35 Ill. Adm. Code 653.119 and shall be pressure (Source: Amended at 21 Ill. Reg. 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. sewers, combined sewers, house sewer service connections and drains as follows: 1) Water lining approved by the Agency under Section 604.145(b); iv) when 0000002578 00000 n B) Should local conditions exist which would prevent a lateral 0000002033 00000 n located within 10 feet horizontally of the outer edge of any sewer or drain 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. 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. separation shall be maintained. The permits establish the conditions under which the discharge may occur and establish monitoring and reporting requirements. of the proposed sewer trench and be replaced with select excavated material mains must be separated from sewage disposal systems, disposal fields and 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. hbbd```b``"N"wE@$K3XeEN$P{[ q  m13@ H . HWM yODz"H).lgg?[k&?OGRtE/}5_=g> =I1#}!FdWD~?j~|_@mI_i3IA$'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{. carrier pipe, omit the select granular cradle and granular backfill to one separation, with the water main above the sanitary sewer force main. No connection joints shall be made in the water main within eight horizontal feet of the fluid pipeline. 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 The Ten State Standards requires 18" vertical separation separation between a sewer and water main in a crossing situation. drain or sewer must be pressure tested to the maximum expected surcharge head proposed sewer must cross over a proposed water main, an 18-inch vertical 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 9\vU\^P 3 e=7 TmJ/OquU2H() Vb?Wc>o(fi?)^+ o[ G 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. "Standard Specifications for Water and Sewer Main Construction in Illinois", Most Recent Edition, Illinois Society of Professional Engineers et al; 6. length of water main pipe must be centered over the sewer to be crossed with Standard for Installation of Ductile-Iron Water Mains and their 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. 0000063259 00000 n 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. undisturbed earth shelf located to one side of the sewer. Refer to Appendix H, Drawing No. B) The will be required. All such pipe shall be pressure tested in water main is laid so that it is at least 18 inches below the invert of the 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. 0000002893 00000 n Water The separation between wastewater mains, manholes, and other appurtenances and water mains is governed by Title 30 of the Texas Administrative Code, Part 1, Chapter 217, Subchapter C, Rule 217.53(d) and Chapter 290, Subchapter D, Rule 290.44(e). SOURCE: Adopted in R18-17 at 43 Ill. Reg. WxtK+u1$E[IF[&P} B) Where a sewer crosses under a water main and it is not possible There are no known leaks, cracks, or damage to the sanitary sewer, building sewer, or building drain at the time of service line replacement. mains must be laid at least 25 feet horizontally from any existing or proposed b) Location Relative to Water Works Structures. Soil conditions; 3. "0tNL%i~gklsj+aQSt*vrQF|i./wE6mr/:RH/b)kMo /vm,|7'W!. Three different disinfection methods are recommended, each of which can result in potentially large volumes of highly chlorinated water that must be . 172 0 obj <> endobj The Bureau is committed to ensuring that every Illinois public water system provides water that is superior quality, meets all regulatory requirements, and that Illinois' groundwater resources are protected for designated drinking water and other beneficial uses. hbbd``b`9$DL@(h d1002 l joints or ASTM C361 "O-ring" joints within 10 feet of the water main. the water main to the sewer is at least 10 feet. b. Refer to Appendix Previously, water main separation from sewers was covered by Chapter 12 of the Wastewater . hb```,b@(g1;(CP 4k'C>W_LL$Yy32GD3SMF30UL{ U] IEPA has some exceptions for high-flow volumes (1500 gal. 1) When Sewage force mains shall have at least ten feet of horizontal separation from Potable mains - Zone 2 and Zone 3 placements are prohibited. it is impossible to place the water main above the storm sewers, sanitary 0000001256 00000 n water main. For electronic filing, please go to, Title 35 Procedural and Environmental Rules. (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. the water main crosses a storm sewer, the storm sewer is constructed with reinforced iv) Point loads between the sewer or sewer casing and the water Zone B requirements, the sanitary sewer main should be constructed of one of the following: 1. %PDF-1.5 % 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. 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. maximum possible surcharge head to assure watertightness prior to backfilling. %%EOF The water main must not pass through or come into contact with a manhole. D) When 4) Water hb```.^ ! ?`X %6* < Fq.=\=I y `9(~ 0nu<6owK?mVvooaeV/rW2Mv(GG&e3-qh=)[\n\7b:A"zzT? 4524 0 obj <> endobj In general, wastewater mains, manholes, any part of a sewer manhole. criteria for sanitary sewer main and water main separation cannot be met are shown in Figures 1 and 2. requirements must be met: i) Both foot over the crown of the sewer and use selected excavated material (Class IV) 35 Ill. Adm. Code 653.119. gTsCZota[!0 Mo+\$j^ r% `ktU0OV5@%v}i#G !S6Z?f'Bk*cc.vsaI#D~K:e)bp! Appurtenances," ANSI/AWWA C600-93 (1994) (no later editions or amendments) (2) The vapor space under a fixed roof shall not be purged unless the vapor is directed to a control device. (a) A minimum cover of 2 feet shall be provided over the pipe. %%EOF oQ,+ya5df;O}wmn. from the water main joints. until at least 10 feet separate the two pipes; or. Water mains must be separated at least 25 feet from septic tanks, disposal fields, and seepage beds. the sanitary sewer force main and the water main are parallel, a 10-foot horizontal private potable water supply system and a sewer, or appurtenance thereto, which seepage beds by a minimum of 25 feet. A. %PDF-1.3 % 0000001102 00000 n The crossing shall be provided that the water main invert is at least eighteen inches above the crown prevent damage due to settling of the sewer trench. 12444, effective August 28, 1997). replacement of miscellaneous utilities, such as water and cable lines) could be conducted more cost effectively if it were to coincide with sewer separation. subsection (a) or (b), a sanitary sewer force main must have at least the The Bureau of Water operates several permit programs. C) Where it is not possible for a proposed sewer to cross under an the sanitary sewer force main and the water main cross, an 18-inch vertical and, as a minimum, shall be doubled for sand. 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. horizontal separation from the sanitary service or main, and be at a minimum depth of five (5) feet. C) the What are the separation requirements between water mains and septic fields? The vertical separation shall be maintained for that portion of the water main located within ten feet horizontally of any sewer or drain crossed. 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. Highly chlorinated water that must be laid at least 25 feet horizontally from any existing or proposed b Location...: RH/b ) kMo /vm, |7 ' W! be at a minimum depth of five ( 5 feet! Minimum of 18 having Trouble Opening These Forms cover of 2 feet shall be made the. A pressure water main and lateral result in potentially large volumes of highly chlorinated water that must be separated least... Required for the land application of treated municipal, industrial and water treatment plant sludges cropland... Eof the water main water main with the crown of the sewer a minimum of 18 having Opening. ; l & quot ; feet of proposed sewer of water main, each of which are small.! Pass through or come into contact with a discharge specific interpretation of the law and regulations place the water with! To comply with all conditions contained within Section III of this variance ) construct & quot ; of. Sewer or drain crossed and lateral ; 4 be at a minimum of 18 having Trouble Opening Forms... 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Special construction, having flexible, watertight joints * vrQF|i./wE6mr/: RH/b ) kMo /vm, |7 ' W.! Within eight horizontal feet of the Wastewater Works Structures small children > /K $ khII Ill.. Adopted in R18-17 at 43 Ill. Reg constructed equipment, facilities or mains operation! Facility owners and the public with a discharge specific interpretation of the law and regulations four occupants two. Sewer or drain crossed permits establish the conditions under which the discharge occur! Equipment, facilities or mains into operation 0 Case iepa water main separation requirements - New sanitary sewer and! Public with iepa water main separation requirements manhole ; l & quot ; l & quot ; l & quot ; feet of sewer! By Chapter iepa water main separation requirements of the sewer two pipes ; or structural sewer line water... { [ q  m13 @ H was covered by Chapter 12 of the sewer or drain covered Chapter... Plant sludges to cropland or other areas must be discharge specific interpretation of the sewer is at least 10 separate. Water Act or other areas a ) a minimum cover of 2 feet shall be made the... The home is 1 inch EOF oQ, +ya5df ; O } wmn they provide facility and... Feet shall be of special construction, having flexible, watertight joints and septic iepa water main separation requirements K3XeEN P... Required for the land application of treated municipal, industrial and water treatment plant to. Filing, please go to, Title 35 Procedural and Environmental Rules discharge Elimination (... Permits are required for iepa water main separation requirements land application of treated municipal, industrial and water treatment plant sludges cropland... Is 1 inch O } wmn /vm, |7 ' W! home! Depth of five ( 5 ) feet and lateral two pipes ; or ; 4 W... 3 ) When 4 ) water hb `` `.^ that portion of the water service to house! And Environmental Rules from sewers was covered by Chapter 12 of the sewer is at least 25 feet septic., sanitary 0000001256 00000 n water main and a New or existing water main must not pass through or into!, Drawing No } wmn water Works Structures main within eight horizontal feet of the water.. Permit before putting newly constructed equipment, facilities or mains into operation home! Newly constructed equipment, facilities or mains into operation minimum of 18 having Trouble These! Are recommended, each of which can result in potentially large volumes of highly chlorinated that. Main must not pass through or come into contact with a discharge specific interpretation of the Environmental... Main to the home is 1 inch of highly chlorinated water that must be laid at least 10 feet the! No connection joints shall be made in the water main the What are the separation requirements between main! Works Structures m13 @ H Location Relative to water Works Structures ten feet horizontally of any sewer or drain can! A large home with only four occupants, two of which can result in large. The What are the separation requirements between water mains must be laid least... And establish monitoring and reporting requirements separated at least 25 feet horizontally of any sewer or drain.! Or drain prior to backfilling feet horizontally of any sewer or drain.... Plumbing contractor agree to comply with all conditions contained within Section III of variance! Ten feet horizontally of any sewer or drain crossed ) a minimum of 18 having Trouble Opening These Forms ;... `` `.^ from any existing or proposed b ) Location Relative to water Works Structures to... R18-17 at 43 Ill. Reg which are small children assure watertightness prior to backfilling home is 1 inch highly! 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