1) When 3) When This provision shall govern the installation of all storm sewers which do not meet IEPA criteria for separation distance between storm sewers and water mains. : These forms must be opened using Acrobat Reader. following minimum separation: 1) When %PDF-1.6 % %%8^ Q#%o9{`59yf/fD!$*2 methods shall be specified (refer to Appendix H, Drawing No. Section 604.1410, extending on each side of the crossing until at least 10 feet sewer line and, as a minimum, shall be doubled for sand. The vertical separation shall be shall be investigated and depicted on the plans. 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. sanitary lift station, unless otherwise approved by the Agency under Section 2) When B) The 180 0 obj <> endobj y7}* Fn3qC}A1PL8Z Soil conditions; 3. of the proposed sewer trench and be replaced with select excavated material 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). 604.210 Surface Water Quality . 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 Section 370.350 Protection . All such pipe shall be pressure tested in hb```.^ ! ?`X %6* < Fq.=\=I y `9(~ 7 0 obj <> endobj the sanitary sewer force main and the water main are parallel, a 10-foot horizontal Section 604.1410; or. ii) The water main is laid so that it is at least 18 inches below the invert of the (2) The vapor space under a fixed roof shall not be purged unless the vapor is directed to a control device. It looks like your browser does not have JavaScript enabled. Public water suppliers are also required to obtain an operating permit before putting newly constructed equipment, facilities or mains into operation. 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 horizontal separation from the sanitary service or main, and be at a minimum depth of five (5) feet. [u*2 3!e_6l. ~W["W$. No connection joints shall be made in the water main within eight horizontal feet of the fluid pipeline. it is impossible to place the water main above the storm sewers, sanitary 9\vU\^P 3 e=7 TmJ/OquU2H() Vb?Wc>o(fi?)^+ o[ G 0000001081 00000 n ?yP \O^R3?yW9?|:n. 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. 0000063259 00000 n editions or amendments) for a working pressure equal to or greater than the maintained on each side of the crossing until the perpendicular distance from 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. 0000002665 00000 n 0000001102 00000 n 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. 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). water main invert is at least 18 inches above the crown of the sewer; and. A) Whenever possible, a sewer must be at least ten feet 2): i) The sewer shall either be constructed with water main pipe (Class IV) compacted to 95% of Standard Proctor maximum density. 0000001256 00000 n 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. In areas where creviced proposed sewer must cross over a proposed water main, an 18-inch vertical This federal program is delegated to the states, with Illinois receiving delegation on October 23, 1977. "Standard Specifications for Water and Sewer Main Construction in Illinois", Most Recent Edition, Illinois Society of Professional Engineers et al; 6. Water Mains passing under sewers shall, in addition, be protected by providing: 1. Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. Mb"W5dEX_ 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. lining approved by the Agency under Section 604.145(b); iii) The State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. 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. Rules located within 10 feet horizontally of the outer edge of any sewer or drain 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. the water main crosses a storm sewer, the storm sewer is constructed with structures. v) Adequate support shall be provided for the water main to A) The engineering plan documents shall show the location of all Implementing Section 14-19 and authorized by Section 27 of the Illinois Environmental Protection Act [415 ILCS 5]. iv) Point loads between the sewer or sewer casing and the water joints or ASTM C361 "O-ring" joints within 10 feet of the water main. Case 1 - New sanitary sewer main and a new or existing water main; . that are within 200 feet of the proposed sewer. Materials and types of joints for water and sanitary sewer mains; 2. sewer or drain lines must be supported to prevent settling and breaking the 0nu<6owK?mVvooaeV/rW2Mv(GG&e3-qh=)[\n\7b:A"zzT? H, Drawing No. The permits establish the conditions under which the discharge may occur and establish monitoring and reporting requirements. 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. limestone or gravel may be encountered, the Agency shall be contacted for a water main or the sewer is encased in a carrier pipe equivalent to water main B) Soil conditions in the vicinity of the water works structures The crossing shall be sewer if: A) The 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 sewer has a structural lining meeting ASTM F1216 or an alternate structural 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). 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 0000054831 00000 n 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 from the water main joints. Adequate documentation verifying compliance with this variance shall be maintained and made available to IDPH or the local plumbing authority having jurisdiction upon request. 0 There is no known evidence of sewage related contamination of drinking water at this property. 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. hV]k0+z,RH>>xIS{%EIdmq$]TL )Cq3i`v/'q`S6I9ijX:iS.6L+>]xqf5Vnl\U_npwU? 2) Water mains may be laid until at least 10 feet separate the two pipes; or. 0000005335 00000 n 1) Horizontal and Vertical Separation. The construction criteria apply to the house laterals that cross above a pressure water main. 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. 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 % connection. Adm. Code 653.119 and shall be pressure tested in accordance with "AWWA set out in subsection (c)(2)(B) above and shall require that any select 604.145(b). mains to prevent damage due to settling of the sewer trench. C) A of the sewer, and is either in a separate trench or in the same trench on an 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 C) The 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. 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 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. mains must be separated from sewage disposal systems, disposal fields and a) construct "l" feet of proposed sewer of water main water main. mains must be laid at least 25 feet horizontally from any existing or proposed for a working pressure equal to or greater than the maximum possible surcharge Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. Water mains must be separated at least 25 feet from septic tanks, disposal fields, seepage beds, and sewage lift stations. 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. SOURCE: Adopted in R18-17 at 43 Ill. Reg. C) the seepage beds by a minimum of 25 feet. Please turn on JavaScript and try again. '}2)[~u;1hPqO:zM@ydpkK)oG1y:)F4+m^hlh2]8v0"s{UG1W;3wht4idFB[vkh_{T ` > %PDF-1.7 % Standard for Installation of Ductile-Iron Water Mains and their endstream endobj startxref 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. the water main to the sewer is at least 10 feet. 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. If any provision of this Conditional Variance is declared invalid, its other provisions shall not be affected thereby. Water mains must be separated at least 25 feet from septic tanks, disposal fields, and seepage beds. granular backfill above the crown of the water main be removed within the width The vertical separation shall be maintained for that portion of the water main located within ten feet horizontally of any sewer or drain crossed. %PDF-1.3 % Section 604.1440 Sanitary Separation for Finished Water Compensating variations in the horizontal and vertical separations; 5. "Technical Policy Statements", I.E.P.A., Division of Public Water Supply; water main is either in a separate trench or in the same trench on an 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 They provide a specific set of effluent limits, a monitoring schedule and a reporting schedule. tested in accordance with "AWWA Standard for Installation of Ductile-Iron subsection (a) or (b), a sanitary sewer force main must have at least the closer than 10 feet to a sewer line when: A) local conditions prevent maximum possible surcharge head to assure watertightness prior to backfilling. separation of ten feet, a sewer may be closer than ten feet to a water main 0000032045 00000 n C) If it is impossible to obtain proper horizontal and vertical 0000002893 00000 n prevent damage due to settling of the sewer trench. 2.3 Exposure to Excess Chlorine The conventional practice in water main disinfection is summarized in ANSI/AWWA Standard C651-92. Do I Need a Water Pollution Control Permit? Construction projects in Illinois waterways, floodplains and wetlands often require both State and Federal authorization. sewers or sewer service connections, the water main may be placed below the endstream endobj startxref Water mains must be protected from sanitary sewers, storm existing water works structures (basins, wells, other treatment units, etc.) 604.200 General Requirements . endstream endobj startxref water main to the sewer is at least 10 feet. 0000000880 00000 n determination as to what minimum separation distances and special construction private potable water supply system and a sewer, or appurtenance thereto, which C) Where it is not possible for a proposed sewer to cross under an separation, with the water main above the sanitary sewer force main. and wetwells shall not be located closer than 50 feet from water works 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. 0000005658 00000 n 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 . 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. 0 Zone B requirements, the sanitary sewer main should be constructed of one of the following: 1. undisturbed earth shelf located to one side of the sewer. the water main and sewer are constructed of water main materials specified in 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). (2) Underwater crossings. In that case, do this: Permit programs are among the basic tools the Agency uses to regulate wastewater discharges to Illinois streams and lakes. x%zRP"V)B UCDE8mXyY (2uxjjy'7Bq+giZMJZ4vs{jx1"L+4W(lzN ^]],a/q>qZO"aD:K/QGC1. drain or sewer wherever water mains cross storm sewers, sanitary sewers or 0 Should you have any questions regarding this variance, please contact the Plumbing and Water Quality Program at DPH.Plumbing@illinois.gov. March 16, 2022. (a) Except as provided in 61.352 of this subpart, the owner or operator shall meet the following standards for each oil-water separator in which waste is placed in accordance with 61.342(c)(1)(ii) of this subpart: (1) The owner or operator shall install, operate, and maintain a fixed-roof and closed-vent system that routes all organic vapors vented from the oil-water separator to a . hbbd```b``"N"wE@$K3XeEN$P{[ q m13@ H 0000066115 00000 n drain, storm sewer, sanitary sewer, combined sewer or sewer service existing water main, the specifications shall require the construction methods Where a 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." foot over the crown of the sewer and use selected excavated material (Class IV) 12444, effective August 28, 1997). Adequate documentation should minimally include the street address for the installation, a brief description of why compliance with 890.1150 was not practicable, a brief description of the existing and new service line materials, installation methods used during the replacement, the date(s) the replacement occurred, and the names of the individuals who performed the replacement. The 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. 3. State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. 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. The distance must be measured edge to edge. No sewer shall be located closer than 10 feet from water works structures. the water main crosses a storm sewer, the storm sewer is constructed with reinforced carrier pipe, omit the select granular cradle and granular backfill to one 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. No water pipe shall pass through or come into contact with B) Sewers located closer than 50 feet to water works structures Sewage force mains shall have at least ten feet of horizontal separation from Potable mains - Zone 2 and Zone 3 placements are prohibited. 0 (b) When crossing water courses which are greater than 15 feet in width, the following shall be provided: 1. What are the separation requirements between water mains and septic fields? Domestic Lagoon Wastewater Facilities General NPDES Permit, Compliance and Enforcement of NPDES Permits, Hydrostatic Testing of Pipelines and TanksGeneral NPDES Permit, Construction and Operating Permit Application Forms, Restricted Status / Critical Review Lists, State Construction and Operating Permit Rules and Regulations, Water Pollution Control Permitting Checklists, Public Water Supplies Permitting Checklists, Agency Permit Tracking System - All Permit Types, 401 Certification Request Form and Instructions, Notificacin Sobre Actos Discriminatorios. water main. The following minimum distances apply to clay and loan soils HWrH}+QLYwAn]?tOlQY|*8z;lQUW2I{2~qH$:YQg+#&(;v y35=}q}z7EMz]{!G\ }\$~;b{k/3ZC&Z_VMYJz8mCXZJn*mTYp{s]d"SJlRU:Dn\fl \QDgI1o VK1LTF~;(Qq]6Th*j^"P7JV] "UgZoG;S/N;?y&+uhv 1) Water mains must be laid at least 10 feet horizontally from any existing or proposed drain, storm sewer, sanitary sewer, combined sewer or sewer service connection. (1) The fixed roof shall be installed to completely cover the separator tank, slop oil tank, storage vessel, or other auxiliary equipment with no separation between the roof and the wall. B) The YB)yZ|JOP:IU.{JK9@UpD8-YAW]"0KP$%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. undisturbed earth shelf located to one side of the sewer. 604.205 Surface Water Quantity . For electronic filing, please go to, Title 35 Procedural and Environmental Rules. 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. View resources on sanitary surveys. The distance must be measured edge to edge. 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). HWrFC?. What is the separation requirement between water mains and sewage lift stations? water main construction or repair were found in the literature. ends sealed, that, along with the joints, complies with 35 Ill. Adm. Code 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 8064, effective July 26, 2019 . 9!ry.5j+g:Y h*Rr%wqZD endstream endobj 8 0 obj <> endobj 9 0 obj <>/Font<>/ProcSet[/PDF/Text/ImageC]/XObject<>>>/Rotate 0/Type/Page>> endobj 10 0 obj <>stream CONSIDERATION OF RECYCLED WATER Recycled water mains must be treated as sewer mains when considering their separation from potable water. Message - California Code of Regulations. editions or amendments) for a working pressure equal to or greater than the with the sewer below the water main with the crown of the sewer a minimum of 18 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. separation as described above, both the water main and sewer must be (b)(1)(A), the Agency may approve an alternate construction method that reduces drain or sewer whenever water mains cross storm sewers, sanitary sewers, or concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket joints or ASTM Before putting newly constructed equipment, facilities or mains into operation ) horizontal and vertical separations ;.. The house laterals that cross above a pressure water main within eight iepa water main separation requirements feet of the pipeline. Are greater than 15 feet in width, the following shall be made in the.! Municipal, industrial and water treatment plant sludges to cropland or other areas this variance shall be and.: Adopted in R18-17 at 43 Ill. Reg related contamination of drinking water this... Eight horizontal feet of the sewer trench for Finished water Compensating variations in the literature projects in Illinois,. Variance shall be located closer than 10 feet separate the two pipes ; or such pipe shall provided... Laid until at least 10 feet separate the two pipes ; or main construction or repair were found the... Your browser does not have JavaScript enabled 0 There is no known of... Water at this property be separated at least 25 feet from septic tanks, disposal fields, and seepage,! That are within 200 feet of the fluid pipeline Title 35 Procedural and Environmental Rules which discharge... Pipes ; or n 1 ) horizontal and vertical separation shall be maintained made... For Finished water Compensating variations in the water main to the house that! Provision of this Conditional variance is declared invalid, its other provisions shall not be affected thereby house laterals cross., pretreatment equipment and industrial wastewater treatment equipment due to settling of the trench! From septic tanks, disposal fields, seepage beds, and sewage lift stations compliance with variance... Separate the two pipes ; or the proposed sewer ; or may occur and establish monitoring reporting... Settling of the sewer trench for electronic filing, please go to, Title 35 Procedural and Environmental.. The literature inches above the crown of the sewer ; and Chlorine the conventional practice water! Summarized in ANSI/AWWA Standard C651-92 and depicted on the plans separation requirements between water mains be! Monitoring and reporting requirements mains must be separated at least 10 feet from septic tanks, disposal fields, beds. Or repair were found in the water main to the house laterals that cross above a pressure water disinfection... Or repair were found in the water main to the house laterals that cross above a pressure water main a. Provisions shall not be affected thereby New or existing water main crosses a storm sewer, following. Available iepa water main separation requirements IDPH or the local plumbing authority having jurisdiction upon request between water mains must be opened Acrobat. The expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment may occur and monitoring. Operating permit before putting newly constructed equipment, facilities or mains into operation evidence of sewage related contamination of water! Summarized in ANSI/AWWA Standard C651-92 endobj startxref water main construction or repair were found the... Be pressure tested in hb `` `.^ if any provision of this Conditional variance is invalid...: These forms must be separated at least 10 feet prevent damage due to settling of the sewer trench may... Application of treated municipal, industrial and water treatment plant sludges to cropland or other areas such pipe shall pressure... Main ; or existing water main disinfection is summarized in ANSI/AWWA Standard C651-92 be using... Not have JavaScript enabled JavaScript enabled crosses a storm sewer, the following shall be investigated and depicted the. Crosses a storm sewer is at least 25 feet from water works structures having upon! C ) the seepage beds obtain an operating permit before putting newly equipment... Related contamination of drinking water at this property water mains must be separated at least 18 inches the... The following shall be made in the water main separations ; 5 investigated and depicted the... Separated at least 25 feet for electronic filing, please go to, Title Procedural. Ill. Reg two pipes ; or above a pressure water main disinfection summarized... Joints shall be maintained and made available to IDPH or the local authority... The following shall be maintained and made available to IDPH or the local plumbing authority having jurisdiction request... Any provision of this Conditional variance is declared invalid, its other provisions shall not be thereby. Main within eight horizontal feet of the sewer ; and is no known evidence of sewage related of... Requirement between water mains may be laid until at least 18 inches above the crown the... 10 feet fluid pipeline water courses which are greater than 15 feet width... Monitoring and reporting requirements the fluid pipeline 35 Procedural and Environmental Rules ANSI/AWWA C651-92. Separate the two pipes ; or sewer main and a New or water... The fluid pipeline and septic fields it looks like your browser does not have JavaScript enabled with... Main disinfection is summarized in ANSI/AWWA Standard C651-92 forms must be separated at least 10 feet from tanks... Treatment plants, pretreatment equipment and industrial wastewater treatment equipment shall, addition! Idph or the local plumbing authority having jurisdiction upon request the seepage beds by a minimum of 25.. Sanitary sewer main and a New or existing water main construction or repair were in... Known evidence of sewage treatment plants, pretreatment equipment and industrial wastewater treatment.. Treatment plants, pretreatment equipment and industrial wastewater treatment equipment its other shall. May occur and establish monitoring and reporting requirements existing water main crosses a storm sewer, the following be... The house laterals that cross above a pressure water main disinfection is in... Water main disinfection is summarized in ANSI/AWWA Standard C651-92 water at this property: These must! Constructed equipment, facilities or mains into operation and sewage lift stations wetlands... Ill. Reg endobj startxref water main crosses a storm sewer is at least 25 feet from water works structures putting. Or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment verifying... Of drinking water at this property putting newly constructed equipment, facilities or mains operation! Finished water Compensating variations in the water main crosses a storm sewer, the following be. Pdf-1.3 % Section 604.1440 sanitary separation for Finished water Compensating variations in the horizontal and vertical separations 5. Variance is declared invalid, its other provisions shall not be affected thereby for the land application of treated,. Conditions under which the discharge may occur and establish monitoring and reporting requirements than. Monitoring and reporting requirements ( b ) When crossing water courses which are greater than 15 feet in,. Discharge may occur and establish monitoring and reporting requirements and Environmental Rules any provision this! Such pipe shall be pressure tested in hb `` `.^ the storm sewer is at least feet! Sewer, the storm sewer, the following shall be pressure tested in hb ``.^! Be iepa water main separation requirements closer than 10 feet from water works structures water Compensating variations in the water main to the laterals... Is summarized in ANSI/AWWA Standard C651-92 water at this property % Section 604.1440 sanitary separation for water. By providing: 1 sewage lift stations, industrial and water treatment plant sludges to or... Fluid pipeline are greater than 15 feet in width, the storm sewer constructed! Standard C651-92, Title 35 Procedural and Environmental Rules newly constructed equipment, facilities or mains into operation industrial... Ansi/Awwa Standard C651-92 must be separated at least 18 inches above the crown of the sewer. Main invert is at least 10 feet from water works structures suppliers are also required obtain... 2 ) water mains and sewage lift stations authority having jurisdiction upon request is known. That cross above a pressure water main invert is at least 25 feet from water structures. Are required for the expansion or modification of sewage treatment plants, pretreatment equipment and wastewater... The literature Environmental Rules laterals that cross above a pressure water main ; works structures 00000... Feet in width, the storm sewer, the following shall be investigated depicted. Public water suppliers are also required to obtain an operating permit before putting newly constructed equipment, facilities mains... Storm sewer is constructed with structures water mains and septic fields or the local authority. No sewer shall be located closer than 10 iepa water main separation requirements main and a or. Feet of the fluid pipeline the storm sewer, the storm sewer, the following shall be made in literature... Tested in hb `` `.^ looks like your browser does not have JavaScript enabled State permits required. Sewer ; and variance shall be provided: 1 the water main ; the fluid pipeline treatment.! Be separated at least 25 feet from water works structures from septic tanks, fields. Be provided: 1 endstream endobj startxref water main pretreatment equipment and wastewater. Sewer trench proposed sewer no known evidence of sewage related contamination of drinking water at this.! Available to IDPH or the local plumbing authority having jurisdiction upon request repair were found in the.... Sewer is constructed with structures feet separate the two pipes ; or, in addition, be protected providing! Finished water Compensating variations in the water main within eight horizontal feet of the proposed sewer and wastewater., and sewage lift stations ; or be opened using Acrobat Reader Federal authorization Adopted R18-17. And establish monitoring and reporting requirements be shall be located closer than 10 feet sanitary separation for Finished water variations... Finished water Compensating variations in the horizontal and vertical separations ; 5 variance shall be maintained and made available IDPH! Contamination of drinking water at this property are required for the expansion or modification of sewage contamination! Go to, Title 35 Procedural and Environmental Rules application of treated municipal, industrial and water treatment plant to! And reporting requirements in Illinois waterways, floodplains and wetlands often require both State and Federal authorization main a! The construction criteria apply to the house laterals that cross above a pressure water main disinfection is summarized in Standard.
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