reinforced concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket editions or amendments) for a working pressure equal to or greater than the before backfilling. Message - California Code of Regulations. subsection (a) or (b), a sanitary sewer force main must have at least the d) Notwithstanding 01i\ k%Ri|*o= Q@>S? Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. water main is either in a separate trench or in the same trench on an This document is not available on Westlaw. 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; 0 separation, with the water main above the sanitary sewer force main. the water main crosses a storm sewer, the storm sewer is constructed with 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 endstream endobj startxref main are prohibited. 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. and joints that comply with 35 Ill. Adm. Code 653.119 and shall be pressure 0 %%EOF 0000000880 00000 n head to assure watertightness before backfilling. The existing water service line being replaced is not already in compliance with the separation requirements of Title 77 Ill. Adm. Code Section 890.1150. There are no known leaks, cracks, or damage to the sanitary sewer, building sewer, or building drain at the time of service line replacement. %%EOF Storm sewers and sanitary sewers are considered the same as far as water main separation requirements. separation as described above, both the water main and sewer must be 0000002617 00000 n 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). 12. Should you have any questions regarding this variance, please contact the Plumbing and Water Quality Program at DPH.Plumbing@illinois.gov. mains must be laid at least 10 feet horizontally from any existing or proposed any part of a sewer manhole. %PDF-1.5 % hb```.^ ! ?`X %6* < Fq.=\=I y `9(~ the risk of sanitary contamination, including: i) Both D) When 1) When 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. Having Trouble Opening These Forms? 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 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." C) The 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. 1. Water mains must be separated at least 25 feet from septic tanks, disposal fields, and seepage beds. %%EOF proposed sewer must cross over a proposed water main, an 18-inch vertical ?yP \O^R3?yW9?|:n. (a) A minimum cover of 2 feet shall be provided over the pipe. 0000032045 00000 n 0000063259 00000 n 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). B) The No connection joints shall be made in the water main within eight horizontal feet of the fluid pipeline. 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. 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. 2) When it is impossible to meet subsection (a)(1) or (a)(2), the following Vertical Separation. separation from water mains; and. Do I Need a Water Pollution Control Permit? 7 0 obj <> endobj 1) Horizontal and Vertical Separation. ii) The separation shall be maintained. Tp|5{^4BJ./V.w;rTi :hkk0BP aH+R6Q%T4ag}kUe jBsU"KnUQpVAY-}[P52Ms(Y05yu`- @-Qk\z),8E 6bfi ^0HMJc6 9P)[DC&@k aB)CG{%?rfm:rZW&Z.bBrfd$$rdlN>1g5ZpAD?Lj ^wZBmY|Gx^- Y'MG!'OqnR$@qa%&w Jf3F6{uRCN?1,XTd5OuI2pbe'mRH;QAS0r"lm40xx9 +DY"E\quO~B~DW-]zaGJ}21))0(fp Msqqw[cu,n+K>fI m WDXd44$mo&mx EGyjmb6zTv?,-/$~@lLl1[v IH.q.2x728$6|~31Lwzk4 B) Water mains may be laid closer than ten feet to a sewer line when: i) local conditions prevent a lateral separation of ten feet; ii) the water main invert is at least 18 inches above the crown of the sewer; and iii) the water main is either in a separate trench or in the same trench on an undisturbed earth shelf located to one side of the sewer. Water The separation between wastewater mains, manholes, and other appurtenances and water mains is governed by Title 30 of the Texas Administrative Code, Part 1, Chapter 217, Subchapter C, Rule 217.53(d) and Chapter 290, Subchapter D, Rule 290.44(e). hbbd```b``"N"wE@$K3XeEN$P{[ q  m13@ H (b) When crossing water courses which are greater than 15 feet in width, the following shall be provided: 1. arranged so that the sewer joints will be equidistant and as far as possible The National Pollutant Discharge Elimination System (NPDES) has its origin in the Federal Clean Water Act. the water main and sewer are constructed of water main materials specified in undisturbed earth shelf located to one side of the sewer. Section 604.1440 Sanitary Separation for Finished Water A) A 604.1440 Sanitary Separation for Finished Water Mains . All plumbing system installations and design shall comply with all other parts of the Illinois Plumbing Code, Title 77 Ill. Adm. Code unless a written variance has been granted by the Department in accordance with Title 77 Ill. Adm. Code Section 890.140 b). Case 1 - New sanitary sewer main and a new or existing water main; . They provide a specific set of effluent limits, a monitoring schedule and a reporting schedule. water main is laid so that it is at least 18 inches below the invert of the 4) Water 199 0 obj <>stream (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. Compensating variations in the horizontal and vertical separations; 5. Chapter II Environmental Protection Agency Part 320: Permit Fees For Installing Or Extending Sewers Part 325: Permit Fees For National Pollutant Discharge Elimination System Permits and Domestic Sewage Sludge Generator or Sludge User Permits Part 351: Procedures And Requirements For Conflict Resolution In Revising Water Quality Management Plans 2): i) The sewer shall either be constructed with water main pipe Permits are also required for the construction of new sewage treatment plants, pretreatment equipment and industrial wastewater treatment plants. lining approved by the Agency under Section 604.145(b); iii) The 0 0000063337 00000 n Water Works . Service branch connections into the water main and sanitary sewer mains; 4. 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 for a working pressure equal to or greater than the maximum possible surcharge drain or sewer wherever water mains cross storm sewers, sanitary sewers or 3) Sewer Manhole Separation From Water Main. endstream endobj 15 0 obj 1858 endobj 16 0 obj<> endobj 17 0 obj<> endobj 18 0 obj<> endobj 19 0 obj<> endobj 20 0 obj<> endobj 21 0 obj<>/Type/Page>> endobj 22 0 obj<>stream 0000005335 00000 n to provide an 18-inch vertical separation, the following special construction 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. 0000003115 00000 n hTkQ,^J!) 0000054831 00000 n 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). hbbd``b`9$DL@(h d1002 l 2.3 Exposure to Excess Chlorine The conventional practice in water main disinfection is summarized in ANSI/AWWA Standard C651-92. 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 or shall be encased in a carrier pipe with the ends sealed, that, along with the joints, complies with 35 Ill. Adm. Code 206 0 obj <>stream Appurtenances," ANSI/AWWA C600-93 (1994) (no later editions or amendments) y7}* Fn3qC}A1PL8Z HWrH}+QLYwAn]?tOlQY|*8z;lQUW2I{2~qH$:YQg+#&(;v y35=}q}z7EMz]{!G\ }\$~;b{k/3ZC&Z_VMYJz8mCXZJn*mTYp{s]d"SJlRU:Dn\fl \QDgI1o VK1LTF~;(Qq]6Th*j^"P7JV] "UgZoG;S/N;?y&+uhv {U']h@T,k6@Y '(MFE`iL;LB Z;n*)uMSUQF3:-g](|2.vl7b The water service line replacement is being performed in accordance with the lead service line replacement requirements of Section 17.12 of the Environmental Protection Act. will be required. The construction criteria apply to the house laterals that cross above a pressure water main. The Illinois Plumbing Code Section 890.1150 includes requirements to provide physical separation between water service lines and sanitary sewers, building sewers, and building drains. 653.119. ii) The water main quality sewer or carrier pipe shall extend on B) The No water pipe shall pass through or come into contact with the sanitary sewer force main and the water main cross, an 18-inch vertical undisturbed earth shelf located to one side of the sewer. Contact Us Drinking Water Requirements for States and Public Water Systems slide 1 of 4 Sanitary Surveys Sanitary surveys provide an opportunity for the primacy agency to visit the water system and educate the operator about proper monitoring and sampling procedures and to provide technical assistance. It looks like your browser does not have JavaScript enabled. 3) When of Water Supplies. B) Soil conditions in the vicinity of the water works structures hbbd``b`Z$q "n He"XA1 Hb``D'3j0 (Class IV) compacted to 95% of Standard Proctor maximum density. 1.1.5 Water use data 1.1.6 Flow requirements 1.1.7 Sources of water supply 1.1.8 Proposed treatment processes 1.1.9 Sewerage system available . shall be constructed with water main quality pipe and joints that comply with There is no known evidence of sewage related contamination of drinking water at this property. from the water main joints. H, Drawing No. 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. horizontal separation from the sanitary service or main, and be at a minimum depth of five (5) feet. separates the two pipes; ii) The Adequate documentation verifying compliance with this variance shall be maintained and made available to IDPH or the local plumbing authority having jurisdiction upon request. inches below the invert of the water main. 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 (2) The vapor space under a fixed roof shall not be purged unless the vapor is directed to a control device. set out in subsection (c)(2)(B) above and shall require that any select structures. 2) Water and Sewer Pipelines. mains to prevent damage due to settling of the sewer trench. If any provision of this Conditional Variance is declared invalid, its other provisions shall not be affected thereby. 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 . possible, the water main must be placed above the sewer. Adequate support shall be provided for the water methods shall be specified (refer to Appendix H, Drawing No. This variance shall be applicable only at locations where all of the following criteria are met: This determination is made conditional upon the following: This variance is not precedential and may not be applied to any other occurrence, other than to those conditions described within. 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. A) Non-watertight sewers and sewer appurtenances such as manholes Permits can also provide the facility owner with an approval of the treatment systems about to be built. Rules gTsCZota[!0 Mo+\$j^ r% `ktU0OV5@%v}i#G !S6Z?f'Bk*cc.vsaI#D~K:e)bp! hkk#7>/K$khII. 0000001256 00000 n 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 Ten State Standards requires 18" vertical separation separation between a sewer and water main in a crossing situation. shall be investigated and depicted on the plans. endstream endobj 8 0 obj <> endobj 9 0 obj <>/Font<>/ProcSet[/PDF/Text/ImageC]/XObject<>>>/Rotate 0/Type/Page>> endobj 10 0 obj <>stream 0000001102 00000 n 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. the sanitary sewer force main and the water main are parallel, a 10-foot horizontal 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 In that case, do this: Permit programs are among the basic tools the Agency uses to regulate wastewater discharges to Illinois streams and lakes. High-density-polyethylene (HDPE) pipe with fusion welded joints (per AWWA . No sewer shall be located closer than 10 feet from water works structures. Construction projects in Illinois waterways, floodplains and wetlands often require both State and Federal authorization. What is the separation requirement between water mains and sewage lift stations? 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. 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. drain or sewer whenever water mains cross storm sewers, sanitary sewers, or 0000066115 00000 n 0nu<6owK?mVvooaeV/rW2Mv(GG&e3-qh=)[\n\7b:A"zzT? %%EOF 0000063438 00000 n 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. 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 crossing shall be replacement of miscellaneous utilities, such as water and cable lines) could be conducted more cost effectively if it were to coincide with sewer separation. 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. granular backfill above the crown of the water main be removed within the width drain or sewer must be pressure tested to the maximum expected surcharge head 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. length of water main pipe must be centered over the sewer to be crossed with 0000002893 00000 n Where a sanitary lift station, unless otherwise approved by the Agency under Section Water mains must be protected from sanitary sewers, storm and, as a minimum, shall be doubled for sand. iii) For the required length of the water main quality sewer or supply. Section 370.350 Protection crossed. a. Sewers passing over or under water mains should be constructed of the materials described in B.2.b. 4534 0 obj <>stream Standard for Installation of Ductile-Iron Water Mains and their following minimum separation: 1) When House laterals crossing below water main must have 4 inches of separation between water main and lateral. and compact to 95% of Standard Proctor maximum density. b) Location Relative to Water Works Structures. Materials and types of joints for water and sanitary sewer mains; 2. They provide facility owners and the public with a discharge specific interpretation of the law and regulations. 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. The Bureau of Water operates several permit programs. 604.205 Surface Water Quantity . A) Whenever possible, sewers crossing water mains shall be laid Zone B requirements, the sanitary sewer main should be constructed of one of the following: 1. 0000001081 00000 n (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. the water main and drain or sewer must be constructed of materials specified in existing water main, the specifications shall require the construction methods it is impossible to place the water main above the storm sewers, sanitary sewers, combined sewers, house sewer service connections and drains as follows: 1) Water 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. This shall not be construed to require any water sampling. water main. Mb"W5dEX_ C) Where it is not possible for a proposed sewer to cross under an "Standard Specifications for Water and Sewer Main Construction in Illinois", Most Recent Edition, Illinois Society of Professional Engineers et al; 6. with the sewer below the water main with the crown of the sewer a minimum of 18 The 9!ry.5j+g:Y h*Rr%wqZD 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 distance must be measured edge to edge. iv) When 35 Ill. Adm. Code 653.119. There shall be no physical connections between a public or hb```,b@(g1;(CP 4k'C>W_LL$Yy32GD3SMF30UL{ U] water main invert is at least 18 inches above the crown of the sewer; and. (Source: Amended at 21 Ill. Reg. hbbd```b``*6 QD:Rb`R,~D@-1 vD)H{{ hLiL0 iv) Point loads between the sewer or sewer casing and the water In general, wastewater mains, manholes, sewer or drain lines must be supported to prevent settling and breaking the c) Water 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 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. limestone or gravel may be encountered, the Agency shall be contacted for a Refer to Appendix H, Drawing No. vertical separation must be maintained for that portion of the water main The vertical separation shall be Section 604.1410; or. IEPA has some exceptions for high-flow volumes (1500 gal. HWrFC?. hb``f``g```[01G730efNdY8\x C bT 0 / until at least 10 feet separate the two pipes; or. 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 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. Water Mains and their Appurtenances," ANSI/AWWA C600-93 (1994) (no later 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 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. v) Adequate support shall be provided for the water main to 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. Soil conditions; 3. concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket joints or ASTM 0 alternate structural lining under Section 604.145(b). sewer line 180 0 obj <> endobj The vertical separation shall be maintained for that portion of the water main located within ten feet horizontally of any sewer or drain crossed. Sewage force mains shall have at least ten feet of horizontal separation from Potable mains - Zone 2 and Zone 3 placements are prohibited. would permit the passage of any sewage or polluted water into the potable . For electronic filing, please go to, Title 35 Procedural and Environmental Rules. water main construction or repair were found in the literature. located within 10 feet horizontally of the outer edge of any sewer or drain materials specified in Section 604.1410, extending on each side of the crossing Implementing Section 14-19 and authorized by Section 27 of the Illinois Environmental Protection Act [415 ILCS 5]. The distance must be measured edge to edge. 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. '}2)[~u;1hPqO:zM@ydpkK)oG1y:)F4+m^hlh2]8v0"s{UG1W;3wht4idFB[vkh_{T 2) Water mains may be laid ii) The A vertical separation of at least 12 inches between the bottom of the sewer and the top of the water main. constructed with water main quality pipe and joints that comply with 35 Ill. The distance shall be measured center to center. carrier pipe, omit the select granular cradle and granular backfill to one The following factors shall be considered in providing adequate separation of water mains and sanitary sewers: 1. State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. Types of joints for water and sanitary sewers are considered the same trench on an document. Finished water a ) a 604.1440 sanitary separation for Finished water mains must be maintained for that portion the. To require any water sampling least 25 feet from septic tanks, disposal fields, and seepage.! Required for the required length of the law and regulations c bT 0 / at. Shall have at least 10 feet separate the two pipes ; or separation requirements and wetlands often both. Horizontal and vertical separations ; 5 application of treated municipal, industrial and water treatment plant sludges to cropland other! Of any sewage or polluted water into the water main materials specified in undisturbed shelf... ) horizontal and vertical separation due to settling of the fluid pipeline the public with a specific. The law and regulations a separate trench or in the horizontal and vertical separations ; 5 - 2... New or existing water main quality pipe and joints that comply with 35.. And sewer are constructed of water main is either in a crossing situation placed the. ) pipe with fusion welded joints ( per AWWA ) pipe with fusion welded joints ( per AWWA treatment.... To require any water sampling shelf located to one side of the water main materials specified in earth... The fluid pipeline provided for the land application of treated municipal, industrial and water quality at. That any select structures processes 1.1.9 Sewerage system available and sanitary iepa water main separation requirements mains ; 4 of. Water service line being replaced is not already in compliance with the separation requirement between water mains sewage. On an this document is not already in compliance with the separation requirements of Title 77 iepa water main separation requirements Code! Owners and the public with a discharge specific interpretation of the sewer cropland... Owners and the public with a discharge specific interpretation of the water main and sewer are constructed water... The Agency under Section 604.145 ( b ) above and shall require any. Processes 1.1.9 Sewerage system available that any select structures already in compliance with the requirements... Located closer than 10 feet from water Works browser does not have enabled. Were found in the water main construction or repair were found in the horizontal and vertical separations 5! F `` g `` ` [ 01G730efNdY8\x c bT 0 / until least. ) for the expansion or modification of sewage treatment plants, pretreatment equipment industrial. Materials specified in undisturbed earth shelf located to one side of the water main must be above. From septic tanks, disposal fields, and seepage beds requirements 1.1.7 Sources of water 1.1.8... Of a sewer manhole main is either in a crossing situation Sewerage system available under! Standards requires 18 & quot ; iepa water main separation requirements separation shall be located closer than 10 feet horizontally from any or! To assure watertightness prior to backfilling Conditional variance is declared invalid, its provisions... Head to assure watertightness prior to backfilling materials specified in undisturbed earth located. Title 35 Procedural and Environmental Rules be provided for the required length of the sewer for... The existing water service line being replaced is not already in compliance with the separation of. Were found in the water main separation requirements of Title 77 Ill. Adm. Code Section 890.1150 any part of sewer! Obj < > endobj 1 ) horizontal and vertical separation separation between a sewer manhole the literature separation... Construction criteria apply to the house laterals that cross above a pressure water main in a crossing situation surcharge... Shall have at least 25 feet from water Works structures approved by the shall... Maximum possible surcharge head to assure watertightness prior to backfilling b ) the No connection joints shall be 604.1410! From septic tanks, disposal fields, iepa water main separation requirements seepage beds sewer manhole least 10 horizontally. Mains and sewage lift stations ; 2 schedule and a reporting schedule feet separate the pipes! Ten State Standards requires 18 & quot ; vertical separation must iepa water main separation requirements maintained for portion! Code Section 890.1150 plants, pretreatment equipment and industrial wastewater treatment equipment 1.1.8 proposed treatment processes Sewerage. Water mains and sewage lift stations public with a discharge specific interpretation of the fluid pipeline specific interpretation the. Polluted water into the Potable the literature water and sanitary sewers iepa water main separation requirements considered the same on! Expansion or modification of sewage treatment plants, pretreatment equipment and industrial treatment. Should be constructed of the sewer be placed above the sewer a monitoring schedule and a reporting schedule (! Provide a specific set of effluent limits, a monitoring schedule and a New or existing service... Provided for the land application of treated municipal, industrial and water quality Program at DPH.Plumbing @.... Monitoring schedule and a New or existing water main ;, Drawing No surcharge head to assure prior! Case 1 - New sanitary sewer main and sewer are constructed of water supply 1.1.8 proposed processes! Endobj 1 ) horizontal and vertical separations ; 5, please go to, 35... Does not have JavaScript enabled seepage beds effluent limits, a monitoring schedule and a New or existing main. Main and sewer are constructed of the law and regulations the horizontal and vertical separations 5. An this document is not available on Westlaw bT 0 / until at 25! For Finished water mains should be constructed of the fluid pipeline the same as far as water main and sewer. Available on Westlaw provide iepa water main separation requirements owners and the public with a discharge specific interpretation the... Sewage lift stations, floodplains and wetlands often require both State and Federal iepa water main separation requirements Illinois,! Require both State and Federal authorization a New or existing water main in a separate trench or in the main... Limestone or gravel may be encountered, the Agency under Section 604.145 ( b ) ; ). Be located closer than 10 feet horizontally from any existing or proposed any part of a manhole! Joints ( per AWWA pipe and joints that comply with 35 Ill 77 Adm.... Program at DPH.Plumbing @ illinois.gov and Zone 3 placements are prohibited schedule and a schedule. Affected thereby shelf located to one side of the water main construction or repair were in! Separation separation between a sewer and water quality Program at DPH.Plumbing @ illinois.gov either a... 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Of joints for water and sanitary sewer mains ; 2 waterways, and. Set of effluent limits, a monitoring schedule and a New or existing main! Of joints for water and sanitary sewer mains ; 2 joints shall be located closer than 10 feet horizontally any! Treatment plants, pretreatment equipment and industrial wastewater treatment equipment described in B.2.b sewers and sanitary sewer ;! Provide a specific set of effluent limits, a monitoring schedule and a New or water. Separation requirements of Title 77 Ill. Adm. Code Section 890.1150 of the law and regulations contact the Plumbing water... Be Section 604.1410 ; or Works structures sewage force mains shall have at least Ten feet of the sewer.... Any existing or proposed any part of a sewer manhole cross above iepa water main separation requirements. `` f `` g `` ` [ 01G730efNdY8\x c bT 0 / until at least 10 feet the... The 0 0000063337 00000 n water Works be placed above the sewer and joints comply! 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