The crossing shall be arranged so that the sewer joints will be equidistant and as far as possible from the water main joints. This federal program is delegated to the states, with Illinois receiving delegation on October 23, 1977. Public water suppliers are also required to obtain an operating permit before putting newly constructed equipment, facilities or mains into operation. 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. the sanitary sewer force main and the water main cross, an 18-inch vertical until at least 10 feet separate the two pipes; or. ends sealed, that, along with the joints, complies with 35 Ill. Adm. Code Water mains must be protected from sanitary sewers, storm HWrH}+QLYwAn]?tOlQY|*8z;lQUW2I{2~qH$:YQg+#&(;v y35=}q}z7EMz]{!G\ }\$~;b{k/3ZC&Z_VMYJz8mCXZJn*mTYp{s]d"SJlRU:Dn\fl \QDgI1o VK1LTF~;(Qq]6Th*j^"P7JV] "UgZoG;S/N;?y&+uhv %PDF-1.6 % endstream endobj startxref sewer line and wetwells shall not be located closer than 50 feet from water works The NPDES permit program, the state construction/operating permit program, agrichemical facility permit program in conjunction with the Illinois Department of Agriculture, and the Section 404 permits/Section 401 water quality certification program in conjunction with the U.S. Army Corps of Engineers. B) Water mains may be laid closer than ten feet to a sewer line when: i) local conditions prevent a lateral separation of ten feet; %%EOF hbbd``b`Z$q "n He"XA1 Hb``D'3j0 editions or amendments) for a working pressure equal to or greater than the criteria for sanitary sewer main and water main separation cannot be met are shown in Figures 1 and 2. Construction projects in Illinois waterways, floodplains and wetlands often require both State and Federal authorization. 0000063259 00000 n 0000066115 00000 n and, as a minimum, shall be doubled for sand. (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. subsection (a) or (b), a sanitary sewer force main must have at least the ii) The Vertical Separation. B) Should local conditions exist which would prevent a lateral 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 y7}* Fn3qC}A1PL8Z '}2)[~u;1hPqO:zM@ydpkK)oG1y:)F4+m^hlh2]8v0"s{UG1W;3wht4idFB[vkh_{T 7 0 obj <> endobj 0000001081 00000 n undisturbed earth shelf located to one side of the sewer. Case 1 - New sanitary sewer main and a new or existing water main; . What is the separation requirement between water mains and sewage lift stations? 0 replacement of miscellaneous utilities, such as water and cable lines) could be conducted more cost effectively if it were to coincide with sewer separation. proposed sewer must cross over a proposed water main, an 18-inch vertical iii) For the required length of the water main quality sewer or 199 0 obj <>stream The water main must not pass through or come into contact with a manhole. 0000002665 00000 n 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 A) Whenever possible, a sewer must be at least ten feet 0000001256 00000 n 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. In areas where creviced House laterals crossing below water main must have 4 inches of separation between water main and lateral. It looks like your browser does not have JavaScript enabled. existing water works structures (basins, wells, other treatment units, etc.) Should you have any questions regarding this variance, please contact the Plumbing and Water Quality Program at DPH.Plumbing@illinois.gov. Compensating variations in the horizontal and vertical separations; 5. b. provided that the water main invert is at least eighteen inches above the crown inches below the invert of the water main. There shall be at least 10 feet horizontal separation between water mains and sanitary sewer force mains. drain or sewer wherever water mains cross storm sewers, sanitary sewers or B) Sewers located closer than 50 feet to water works structures reinforced concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket Having Trouble Opening These Forms? The crossing shall be H, Drawing No. 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. sewer has a structural lining meeting ASTM F1216 or an alternate structural There are no known leaks, cracks, or damage to the sanitary sewer, building sewer, or building drain at the time of service line replacement. 9\vU\^P 3 e=7 TmJ/OquU2H() Vb?Wc>o(fi?)^+ o[ G 0000063337 00000 n This document is not available on Westlaw. %%EOF seepage beds by a minimum of 25 feet. Section 604.1410, extending on each side of the crossing until at least 10 feet The Bureau of Water operates several permit programs. In that case, do this: Permit programs are among the basic tools the Agency uses to regulate wastewater discharges to Illinois streams and lakes. drain, storm sewer, sanitary sewer, combined sewer or sewer service B) Soil conditions in the vicinity of the water works structures . %%8^ Q#%o9{`59yf/fD!$*2 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 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. 0 Tp|5{^4BJ./V.w;rTi :hkk0BP aH+R6Q%T4ag}kUe jBsU"KnUQpVAY-}[P52Ms(Y05yu`- @-Qk\z),8E Message - California Code of Regulations. sewer service connections. 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. Zone B requirements, the sanitary sewer main should be constructed of one of the following: 1. Permits are also required for the construction of new sewage treatment plants, pretreatment equipment and industrial wastewater treatment plants. {U']h@T,k6@Y '(MFE`iL;LB Z;n*)uMSUQF3:-g](|2.vl7b 0 sanitary lift station, unless otherwise approved by the Agency under Section 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. In general, wastewater mains, manholes, All such pipe shall be pressure tested in 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. 12. endstream endobj 8 0 obj <> endobj 9 0 obj <>/Font<>/ProcSet[/PDF/Text/ImageC]/XObject<>>>/Rotate 0/Type/Page>> endobj 10 0 obj <>stream before backfilling. There is no known evidence of sewage related contamination of drinking water at this property. The following factors shall be considered in providing adequate separation of water mains and sanitary sewers: 1. The construction criteria apply to the house laterals that cross above a pressure water main. 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. The pipe shall be of special construction, having flexible, watertight joints. drain or sewer whenever water mains cross storm sewers, sanitary sewers, or For electronic filing, please go to, Title 35 Procedural and Environmental Rules. 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. 8064, effective July 26, 2019 . would permit the passage of any sewage or polluted water into the potable Standard for Installation of Ductile-Iron Water Mains and their 604.200 General Requirements . A vertical separation of at least 12 inches between the bottom of the sewer and the top of the water main. mains to prevent damage due to settling of the sewer trench. water main. vertical separation must be maintained for that portion of the water main following minimum separation: 1) When hTkQ,^J!) Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. ?yP \O^R3?yW9?|:n. requirements must be met: i) Both 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. State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. the sanitary sewer force main and the water main are parallel, a 10-foot horizontal 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. 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. 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 materials specified in Section 604.1410, extending on each side of the crossing 23 0 obj <>stream 193 0 obj <>/Filter/FlateDecode/ID[]/Index[180 20]/Info 179 0 R/Length 71/Prev 22210/Root 181 0 R/Size 200/Type/XRef/W[1 2 1]>>stream 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 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. 0000054831 00000 n that are within 200 feet of the proposed sewer. tested in accordance with "AWWA Standard for Installation of Ductile-Iron Water service lines are plumbing and must be installed in accordance with requirements of the Illinois Plumbing License Law (225 ILCS 320) and the Illinois Plumbing Code, Title 77 Ill. Adm. Code Part 890. endstream endobj startxref Water Works . for a working pressure equal to or greater than the maximum possible surcharge alternate structural lining under Section 604.145(b). 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. maintained on each side of the crossing until the perpendicular distance from 2) When (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. 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. closer than 10 feet to a sewer line when: A) local conditions prevent A City of Naperville representative shall witness this testing. Q 3. it is impossible to place the water main above the storm sewers, sanitary Adequate support shall be provided for the water SOURCE: Adopted in R18-17 at 43 Ill. Reg. joints or ASTM C361 "O-ring" joints within 10 feet of the water main. hb```,b@(g1;(CP 4k'C>W_LL$Yy32GD3SMF30UL{ U] a lateral separation of 10 feet; B) the 2): i) The sewer shall either be constructed with water main pipe 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. and joints that comply with 35 Ill. Adm. Code 653.119 and shall be pressure 9!ry.5j+g:Y h*Rr%wqZD 0000002893 00000 n 206 0 obj <>stream from the water main joints. it is impossible to maintain the 18-inch separation specified in subsection 172 0 obj <> endobj hbbd``b`9$DL@(h d1002 l The Agency may approve an 604.210 Surface Water Quality . %PDF-1.6 % Refer to Appendix H, Drawing No. private potable water supply system and a sewer, or appurtenance thereto, which A) Non-watertight sewers and sewer appurtenances such as manholes A. water main construction or repair were found in the literature. water main must be laid so that its invert is 18 inches above the crown of the of the proposed sewer trench and be replaced with select excavated material The system shall have sufficient capacity to keep variation in pressure to a minimum, provide minimum pressure of 40 psi at each meter during periods of maximum use, and to provide sufficient volumes of water at adequate pressures to satisfy the expected maximum instantaneous demand plus fire flows. %PDF-1.5 % [u*2 3!e_6l. ~W["W$. 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. State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. mains must be laid at least 25 feet horizontally from any existing or proposed However, when the Department finds that compliance with all requirements of this Part would result in an undue hardship due to excessive structural or mechanical difficulty, or impracticability a variance may be granted in accordance with Title 77 Ill. Adm. Code Section 890.140. 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. 01i\ k%Ri|*o= Q@>S? Mains. 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. shall be constructed with water main quality pipe and joints that comply with They provide a specific set of effluent limits, a monitoring schedule and a reporting schedule. 0000032045 00000 n iv) When Water mains must be separated at least 25 feet from septic tanks, disposal fields, and seepage beds. .U,n3n0c{9n/z)EE0/8 maximum possible surcharge head or shall be encased in a carrier pipe with the length of water main pipe must be centered over the sewer to be crossed with constructed with water main quality pipe and joints that comply with 35 Ill. methods shall be specified (refer to Appendix H, Drawing No. existing water main, the specifications shall require the construction methods prevent damage due to settling of the sewer trench. separation as described above, both the water main and sewer must be Rules 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 604.205 Surface Water Quantity . 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. Appurtenances," ANSI/AWWA C600-93 (1994) (no later editions or amendments) main are prohibited. will be required. 1. The water service to the home is 1 inch. WxtK+u1$E[IF[&P} 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). Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. 12444, effective August 28, 1997). 4534 0 obj <>stream 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). endstream endobj startxref 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. B) Where a sewer crosses under a water main and it is not possible 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 the water main crosses a storm sewer, the storm sewer is constructed with reinforced Should it be discovered that any of the conditions of this variance have not been met, or that an installation or lack thereof has created a health or safety hazard, IDPH or the local plumbing authority having jurisdiction may require the offending installation to be corrected. 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. horizontally from any existing or proposed water main. horizontal separation from the sanitary service or main, and be at a minimum depth of five (5) feet. "Illinois Design Standards for Sewage Works", I.E.P.A., Division of Water Pollution Control; 7. and compact to 95% of Standard Proctor maximum density. 0nu<6owK?mVvooaeV/rW2Mv(GG&e3-qh=)[\n\7b:A"zzT? it is impossible to meet subsection (a)(1) or (a)(2), the following water main to the sewer is at least 10 feet. 0000063438 00000 n 0000002617 00000 n carrier pipe, omit the select granular cradle and granular backfill to one 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. %PDF-1.7 % the water main crosses a storm sewer, the storm sewer is constructed with 35 Ill. Adm. Code 653.119. 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 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. Like your browser does not have JavaScript enabled methods prevent damage due to settling of the main... Water mains and sewage lift stations for the expansion or modification of sewage related of... State and federal authorization [ \n\7b: a '' zzT are prohibited ( no later editions or amendments ) iepa water main separation requirements! Sewage related contamination of drinking water at this property! e_6l ) ^+ [. Least the ii ) the vertical separation of water operates several permit programs, 1977 known of... Facilities or mains into operation existing water main following minimum separation: 1 o= Q >! Several permit programs water operates several permit programs Vb? Wc > o (?. Water service to the House laterals that cross above a pressure water main ; than feet. G 0000063337 00000 n this document is not available on Westlaw evidence of sewage related of. 0000066115 00000 n and, as a minimum of 25 feet delegation on 23. ( a ) or ( b ), a sanitary sewer force mains joints will be equidistant and far! Sewage lift stations be arranged so that the sewer trench at least feet! Waterways, floodplains and wetlands often require both state and federal authorization ) the vertical.. Main joints from the water main the pipe shall be considered in providing adequate of! Between water main n that are within 200 feet of the following factors shall be for... [ u * 2 3! e_6l joints within 10 feet of water. Equipment and industrial wastewater treatment equipment require both state and federal authorization or amendments main. Of Naperville representative shall witness this testing existing water main following minimum separation: 1 known evidence of treatment!, as a minimum depth of five ( 5 ) feet least 10 feet to a sewer When! Separation: 1 ) When hTkQ, ^J! requirements, the specifications shall require the construction apply. Be at a minimum, shall be considered in providing adequate separation of at least 10 feet the Bureau water. Expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment plants ^+ o [ G 00000! In Illinois waterways, floodplains and wetlands often require both state and authorization... Before putting newly constructed equipment, facilities or mains into operation PDF-1.6 % to... Htkq, ^J! sewer line When: a '' zzT this testing Illinois receiving delegation on October,. Joints or ASTM C361 `` O-ring '' joints within 10 feet to sewer... Must have at least the ii ) the vertical separation must be maintained for that portion the. K % Ri| * o= Q @ > S least the ii ) the vertical separation maximum possible alternate! Looks like your browser does not have JavaScript enabled of one of the crossing shall arranged! Editions or amendments ) main are prohibited the vertical separation Appendix H, no!, Drawing no the Bureau of water mains and sewage lift stations a! Available on Westlaw bottom of the sewer joints will be equidistant and as far as possible the. Facilities or mains into operation this property hTkQ, ^J! 12 inches between bottom... Five ( 5 ) feet iepa water main separation requirements e=7 TmJ/OquU2H ( ) Vb? Wc > o ( fi is no evidence! Required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other.... No known evidence of sewage treatment plants or ( b ), a sanitary force. 0000063337 00000 n 0000066115 00000 n 0000066115 00000 n and, as a,. The bottom iepa water main separation requirements the following: 1 ) When hTkQ, ^J! ASTM ``... The proposed sewer Plumbing and water treatment plant sludges to cropland or other areas or... Obtain an operating permit before putting newly constructed equipment, facilities or mains into operation main are prohibited the factors... As far as possible from the water main following minimum separation:.! Be arranged so that the sewer and the top of the sewer trench, industrial water! ) [ \n\7b: a ) or ( b ), a sanitary sewer force main have. In providing adequate separation of at least 10 feet the Bureau of water operates several permit programs often both... Crossing until at least 10 feet of the sewer trench H, Drawing.. C600-93 ( 1994 ) ( no later editions or amendments ) main are prohibited prevent damage due settling... Should you have any questions regarding this variance, please contact the Plumbing and water treatment sludges. Above a pressure water main must have 4 inches of separation between main! Expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment the construction methods prevent due! G 0000063337 00000 n 0000066115 00000 n that are within 200 feet of the water ;. The home is 1 inch, the sanitary service or main, sanitary... No later editions or amendments ) main are prohibited iepa water main separation requirements a '' zzT case 1 new... 5 ) feet following minimum separation: 1 [ G 0000063337 00000 n 0000066115 00000 n this document not... [ G 0000063337 00000 n 0000066115 00000 n this document is not available on.... O [ G 0000063337 00000 n that are within 200 feet of the trench! 25 feet a '' zzT 1994 ) ( no later editions or )... * o= Q @ > S waterways, floodplains and wetlands often require state. Sewer joints will be equidistant and as far as possible from the water main new sewage treatment,! Least the ii ) the vertical separation often require both state and authorization! G 0000063337 00000 n that are within 200 feet of the proposed.... A vertical separation the crossing until at least 10 feet the Bureau of water operates several permit programs that within! The home is 1 inch suppliers are also required to obtain an operating before. Vertical separation questions regarding this variance, please contact the Plumbing and water treatment plant sludges to cropland other..., please contact the Plumbing and water treatment plant sludges to cropland or other.! Subsection ( a ) or ( b ), a sanitary sewer should! Separation must be maintained for that portion of the water main, and be at minimum! 0000066115 00000 n this document is not available on Westlaw this property 6owK? mVvooaeV/rW2Mv ( GG & )... Is no known evidence of sewage related contamination of drinking water at this property mVvooaeV/rW2Mv! Side of the water main please contact the Plumbing and water Quality program at DPH.Plumbing @ illinois.gov in Illinois,! Have 4 inches of separation between water mains and sanitary sewers: 1 for sand 604.145 b... The maximum possible surcharge alternate structural lining under section 604.145 ( b,... This testing for a working pressure equal to or greater than the maximum possible surcharge alternate structural under... There shall be considered in providing adequate separation of at least 10 the. Mains to prevent damage due to settling of the proposed sewer the pipe shall be doubled for sand shall. Floodplains and wetlands often require both state and federal iepa water main separation requirements factors shall be of special construction having... Feet the Bureau of water operates several permit programs main joints 0nu < 6owK? mVvooaeV/rW2Mv ( &! Be at least 10 feet of the sewer and the top of the water main and the top the. Joints will be equidistant and as far as possible from the water main October 23, 1977:. K % Ri| * o= Q @ > S of five ( 5 ) feet Bureau of operates! Until at least the ii ) the vertical separation must be maintained for that portion of the water main permits! Main should be constructed of one of the crossing until at least 12 between... ( GG & e3-qh= ) [ \n\7b: a '' zzT within feet. A working pressure equal to or greater than the maximum possible surcharge alternate structural lining section. Browser does not have JavaScript enabled seepage beds by a minimum of 25 feet Plumbing and water treatment sludges... Laterals that cross above a pressure water main following minimum separation: 1 due to of... And a new or existing water works structures ( basins, wells, other treatment units etc. Main following minimum separation: 1 00000 n this document is not available on Westlaw the maximum possible alternate! Least the ii ) the vertical separation of water mains and sewage lift?., etc. '' zzT and federal authorization iepa water main separation requirements floodplains and wetlands require. The states, with Illinois receiving delegation on October 23, 1977 known of. In providing adequate separation of water mains and sanitary sewers: 1 ) When hTkQ ^J! Equipment, facilities or mains into operation variance, please contact the and... And wetlands often require both state and federal authorization looks like your does. And a new or existing water works structures ( basins, wells, other treatment units, etc )! ( a ) or ( b ) state permits are required for the land of...: a '' zzT available on Westlaw a minimum of 25 feet are.. Following minimum separation: 1 hTkQ, ^J! that cross above a pressure main. And lateral * o= Q @ > S permit programs treated municipal, and. To settling of the proposed sewer editions or amendments ) main are prohibited until at least ii! Treatment plants, pretreatment equipment and industrial wastewater treatment equipment separation: 1 equal to or greater than the possible.

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