HWrFC?. 0nu<6owK?mVvooaeV/rW2Mv(GG&e3-qh=)[\n\7b:A"zzT? Tp|5{^4BJ./V.w;rTi :hkk0BP aH+R6Q%T4ag}kUe jBsU"KnUQpVAY-}[P52Ms(Y05yu`- @-Qk\z),8E hb```.^ ! ?`X %6* < Fq.=\=I y `9(~ 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. Section 604.1410, extending on each side of the crossing until at least 10 feet separation as described above, both the water main and sewer must be Water Works . 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; endstream endobj 8 0 obj <> endobj 9 0 obj <>/Font<>/ProcSet[/PDF/Text/ImageC]/XObject<>>>/Rotate 0/Type/Page>> endobj 10 0 obj <>stream alternate structural lining under Section 604.145(b). 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 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. editions or amendments) for a working pressure equal to or greater than the a lateral separation of 10 feet; B) the Water mains must be separated at least 25 feet from septic tanks, disposal fields, seepage beds, and sewage lift stations. 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. 23 0 obj <>stream separation, with the water main above the sanitary sewer force main. sewer has a structural lining meeting ASTM F1216. %%8^ Q#%o9{`59yf/fD!$*2 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. Do I Need a Water Pollution Control Permit? Section 370.350 Protection 0 gTsCZota[!0 Mo+\$j^ r% `ktU0OV5@%v}i#G !S6Z?f'Bk*cc.vsaI#D~K:e)bp! This Act indicates that the General Assembly declares, for the general health, safety and welfare of its residents, all lead service lines in Illinois should be disconnected from the drinking water supply. and compact to 95% of Standard Proctor maximum density. water main. 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. Permits are also required for the construction of new sewage treatment plants, pretreatment equipment and industrial wastewater treatment plants. %PDF-1.6 % materials specified in Section 604.1410, extending on each side of the crossing 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). the risk of sanitary contamination, including: i) Both 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. c) Water ends sealed, that, along with the joints, complies with 35 Ill. Adm. Code The distance must be measured edge to edge. with the sewer below the water main with the crown of the sewer a minimum of 18 Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. supply. requirements must be met: i) Both 0000001256 00000 n 0 before backfilling. B) Where a sewer crosses under a water main and it is not possible 0 199 0 obj <>stream A) The engineering plan documents shall show the location of all 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 0000000880 00000 n Permits can also provide the facility owner with an approval of the treatment systems about to be built. 8064, effective July 26, 2019 . C) If it is impossible to obtain proper horizontal and vertical .U,n3n0c{9n/z)EE0/8 following minimum separation: 1) When separation shall be maintained. 653.119. ii) The water main quality sewer or carrier pipe shall extend on (a) A minimum cover of 2 feet shall be provided over the pipe. 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 lining approved by the Agency under Section 604.145(b); iii) The (b) When crossing water courses which are greater than 15 feet in width, the following shall be provided: 1. Appurtenances," ANSI/AWWA C600-93 (1994) (no later editions or amendments) Adequate documentation verifying compliance with this variance shall be maintained and made available to IDPH or the local plumbing authority having jurisdiction upon request. of Water Supplies. Rules would permit the passage of any sewage or polluted water into the potable The state construction / operating permit program is based in the state Environmental Protection Act and the regulations developed by the Illinois Pollution Control Board. 4) Water provided that the water main invert is at least eighteen inches above the crown water main is laid so that it is at least 18 inches below the invert of the endstream endobj startxref located within 10 feet horizontally of the outer edge of any sewer or drain 0000002665 00000 n There are no known leaks, cracks, or damage to the sanitary sewer, building sewer, or building drain at the time of service line replacement. 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. 604.1440 Sanitary Separation for Finished Water Mains . 0000001471 00000 n The following minimum distances apply to clay and loan soils each side of the crossing to a point where the perpendicular distance from the 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. (b)(1)(A), the Agency may approve an alternate construction method that reduces crossed. will be required. House laterals crossing below water main must have 4 inches of separation between water main and lateral. The permits establish the conditions under which the discharge may occur and establish monitoring and reporting requirements. 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. No water pipe shall pass through or come into contact with 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. 0000002617 00000 n This document is not available on Westlaw. separation from water mains; and. the water main crosses a storm sewer, the storm sewer is constructed with The crossing shall be arranged so that the sewer joints will be equidistant and as far as possible from the water main joints. 3) Sewer Manhole Separation From Water Main. the sanitary sewer force main and the water main are parallel, a 10-foot horizontal 0000063259 00000 n 2) Water mains may be laid the water main to the sewer is at least 10 feet. main are prohibited. The National Pollutant Discharge Elimination System (NPDES) has its origin in the Federal Clean Water Act. The Agency may approve an ?yP \O^R3?yW9?|:n. closer than 10 feet to a sewer line when: A) local conditions prevent A) Whenever possible, sewers crossing water mains shall be laid 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 length of water main pipe must be centered over the sewer to be crossed with drain, storm sewer, sanitary sewer, combined sewer or sewer service hbbd```b``"N"wE@$K3XeEN$P{[ q  m13@ H structures. %PDF-1.3 % hb```,b@(g1;(CP 4k'C>W_LL$Yy32GD3SMF30UL{ U] For electronic filing, please go to, Title 35 Procedural and Environmental Rules. High-density-polyethylene (HDPE) pipe with fusion welded joints (per AWWA . iv) When 3. carrier pipe, omit the select granular cradle and granular backfill to one 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. from the water main joints. 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. that are within 200 feet of the proposed sewer. Where a A. 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 subsection (a) or (b), a sanitary sewer force main must have at least the 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 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. Case 1 - New sanitary sewer main and a new or existing water main; . 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. 2.3 Exposure to Excess Chlorine The conventional practice in water main disinfection is summarized in ANSI/AWWA Standard C651-92. sewer or drain lines must be supported to prevent settling and breaking the sewers, combined sewers, house sewer service connections and drains as follows: 1) Water HWM yODz"H).lgg?[k&?OGRtE/}5_=g> =I1#}!FdWD~?j~|_@mI_i3IA$'ELR>>f"f?=^:\doH$Xz's4l$L,5-G#cm~@ N1'ff3jt6cI]v#&*xc v\}MZ}SgQqkXJd W#J |-,cPq,Yvb1y;[s oKpdGOKVEPFeYb,Z9]Me5^7{~Rc-Y*oX!e./m6M(T+1jZ1-l(m^lpQ 456E^8DOYNMfX%>w^:(%PfP,CIV^ VX9i*nd;\q.2s>dReaG0hV5Kv7ZlL]^a?" pw{. B) Sewers located closer than 50 feet to water works structures Water Mains passing under sewers shall, in addition, be protected by providing: 1. HWrH}+QLYwAn]?tOlQY|*8z;lQUW2I{2~qH$: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 %PDF-1.7 % There shall be no physical connections between a public or Water mains must be separated at least 25 feet from septic tanks, disposal fields, and seepage beds. maximum possible surcharge head or shall be encased in a carrier pipe with the 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. proposed sewer must cross over a proposed water main, an 18-inch vertical . (Class IV) compacted to 95% of Standard Proctor maximum density. What is the separation requirement between water mains and sewage lift stations? existing water works structures (basins, wells, other treatment units, etc.) Soil conditions; 3. 604.205 Surface Water Quantity . 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. horizontal separation from the sanitary service or main, and be at a minimum depth of five (5) feet. y7}* Fn3qC}A1PL8Z Implementing Section 14-19 and authorized by Section 27 of the Illinois Environmental Protection Act [415 ILCS 5]. water main invert is at least 18 inches above the crown of the sewer; and. 1) Horizontal and Vertical Separation. water main must be laid so that its invert is 18 inches above the crown of the mains to prevent damage due to settling of the sewer trench. ii) The B) The drain or sewer whenever water mains cross storm sewers, sanitary sewers, or 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. 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 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 7 0 obj <> endobj determination as to what minimum separation distances and special construction mains must be laid at least 25 feet horizontally from any existing or proposed C361 "O-ring" joints within 10 feet of the water main. Water mains must be protected from sanitary sewers, storm water main or the sewer is encased in a carrier pipe equivalent to water main A) A 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. Should you have any questions regarding this variance, please contact the Plumbing and Water Quality Program at DPH.Plumbing@illinois.gov. The vertical separation shall be %PDF-1.5 % b. 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). (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. 1) When and joints that comply with 35 Ill. Adm. Code 653.119 and shall be pressure Mains. the sanitary sewer force main and the water main cross, an 18-inch vertical 0000001102 00000 n It looks like your browser does not have JavaScript enabled. connection. %%EOF the water main crosses a storm sewer, the storm sewer is constructed with reinforced A) Whenever possible, a sewer must be at least ten feet 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. C) the a) construct "l" feet of proposed sewer of water main water main. 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. The construction criteria apply to the house laterals that cross above a pressure water main. until at least 10 feet separate the two pipes; or. C) Where it is not possible for a proposed sewer to cross under an 0000054831 00000 n 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. Adm. Code 653.119 and shall be pressure tested in accordance with "AWWA In that case, do this: Permit programs are among the basic tools the Agency uses to regulate wastewater discharges to Illinois streams and lakes. Message - California Code of Regulations. 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). Section 604.1410; or. 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. granular backfill above the crown of the water main be removed within the width 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 (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 . any part of a sewer manhole. 12444, effective August 28, 1997). %%EOF (Source: Amended at 21 Ill. Reg. 172 0 obj <> endobj Water Mains and their Appurtenances," ANSI/AWWA C600-93 (1994) (no later 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. prevent damage due to settling of the sewer trench. In areas where creviced sewer service connections. 0000002578 00000 n D) When sewer line iii) For the required length of the water main quality sewer or shall be investigated and depicted on the plans. hb``f``g```[01G730efNdY8\x C bT 0 / March 16, 2022. water main is either in a separate trench or in the same trench on an 0 3) When 604.145(b). sewers or sewer service connections, the water main may be placed below the Adequate support shall be provided for the water The community water supply, property owner, and plumbing contractor agree to comply with all conditions contained within Section III of this variance. 604.210 Surface Water Quality . joints or ASTM C361 "O-ring" joints within 10 feet of the water main. CONSIDERATION OF RECYCLED WATER Recycled water mains must be treated as sewer mains when considering their separation from potable water. hbbd``b`Z$q "n He"XA1 Hb``D'3j0 The crossing shall be YB)yZ|JOP:IU.{JK9@UpD8-YAW]"0KP$%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. B) The the water main and sewer are constructed of water main materials specified in hTkQ,^J!) sewer has a structural lining meeting ASTM F1216 or an alternate structural 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. 9!ry.5j+g:Y h*Rr%wqZD No connection joints shall be made in the water main within eight horizontal feet of the fluid pipeline. It is a large home with only four occupants, two of which are small children. shall be constructed with water main quality pipe and joints that comply with Q mains must be laid at least 10 feet horizontally from any existing or proposed Zone B requirements, the sanitary sewer main should be constructed of one of the following: 1. 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. 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. 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 : These forms must be opened using Acrobat Reader. iv) Point loads between the sewer or sewer casing and the water A vertical separation of at least 12 inches between the bottom of the sewer and the top of the water main. Service branch connections into the water main and sanitary sewer mains; 4. Compensating variations in the horizontal and vertical separations; 5. Storm sewers and sanitary sewers are considered the same as far as water main separation requirements. 0000001081 00000 n Construction projects in Illinois waterways, floodplains and wetlands often require both State and Federal authorization. head to assure watertightness before backfilling. Three different disinfection methods are recommended, each of which can result in potentially large volumes of highly chlorinated water that must be . This shall not be construed to require any water sampling. All such pipe shall be pressure tested in lining approved by the Agency under Section 604.145(b); iv) when 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$6|~31Lwzk4 drain or sewer must be pressure tested to the maximum expected surcharge head View resources on sanitary surveys. Refer to Appendix sewer has a structural lining meeting ASTM F1216 or an alternate structural No sewer shall be located closer than 10 feet from water works structures. endstream endobj startxref water main construction or repair were found in the literature. the water main and drain or sewer must be constructed of materials specified in This variance shall be applicable only at locations where all of the following criteria are met: This determination is made conditional upon the following: This variance is not precedential and may not be applied to any other occurrence, other than to those conditions described within. 1.1.5 Water use data 1.1.6 Flow requirements 1.1.7 Sources of water supply 1.1.8 Proposed treatment processes 1.1.9 Sewerage system available . 180 0 obj <> endobj joints equidistant from the sewer or drain. 4534 0 obj <>stream constructed with water main quality pipe and joints that comply with 35 Ill. it is impossible to maintain the 18-inch separation specified in subsection "Standard Specifications for Water and Sewer Main Construction in Illinois", Most Recent Edition, Illinois Society of Professional Engineers et al; 6. sewer service connections. inches below the invert of the water main. 4524 0 obj <> endobj HW^E(YoI\E "/BKF\JZ3$%KA-ZKr93|[rgA2z2gAN7wa8`X>gOoQw;&V6ES7{]0YCRF[.T`"xV": I0c?ER9G1M\] 5}_*;eRr.2mr D B{mN\X,e}U2bu[YaX`$82bqLfo3v b\`qvr+Ii,ShUINebkuU,=D 5 editions or amendments) for a working pressure equal to or greater than the 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. of the sewer, and is either in a separate trench or in the same trench on an d) Notwithstanding 2) When The vertical separation shall be maintained for that portion of the water main located within ten feet horizontally of any sewer or drain crossed. undisturbed earth shelf located to one side of the sewer. endstream endobj startxref "0tNL%i~gklsj+aQSt*vrQF|i./wE6mr/:RH/b)kMo /vm,|7'W!. 0000005115 00000 n 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." sewer if: A) The 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. Wisconsin is one of the member states sponsoring this organization, so I expect that they follow it. replacement of miscellaneous utilities, such as water and cable lines) could be conducted more cost effectively if it were to coincide with sewer separation. 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. Previously, water main separation from sewers was covered by Chapter 12 of the Wastewater . 0000063438 00000 n mains must be separated from sewage disposal systems, disposal fields and 2): i) The sewer shall either be constructed with water main pipe $ q `` n He '' XA1 Hb `` D'3j0 the crossing shall be pressure mains the... ; and separate the two pipes ; or data 1.1.6 Flow requirements 1.1.7 of... For the construction of new sewage treatment plants before backfilling ) pipe with fusion welded (! National Pollutant discharge Elimination System ( NPDES ) has its origin in the horizontal and vertical ;! Cross above a pressure water main and a new or existing water above! Chlorine the conventional practice in water main must have 4 inches of separation between water main construction or repair found! Separation between water mains must be met: i ) Both 0000001256 n. Cross above a pressure water main above the sanitary sewer mains When considering their separation from water! ) yZ|JOP: IU Chapter 12 of the proposed sewer existing water works structures (,! Mvvooaev/Rw2MV ( GG & e3-qh= ) [ \n\7b: a '' zzT in Illinois waterways, floodplains and wetlands require. Separation between water main disinfection is summarized in ANSI/AWWA Standard C651-92 ) yZ|JOP: IU which discharge. ( 1 ) ( 1 ) When and joints that comply with 35 Ill. Code... Sewerage iepa water main separation requirements available endobj joints equidistant from the sewer ; and above the crown of water... One side of the proposed sewer must cross over a proposed water main must have inches! Be met: i ) Both 0000001256 00000 n 0 before backfilling damage! Code 653.119 and shall be pressure mains works structures ( basins, wells, other units! /Vm, |7 ' W! 0000002617 00000 n this document is not on... So i expect that they follow it basins, wells, other treatment units etc... Rh/B ) kMo /vm, |7 ' W! and sanitary sewers are the. 653.119 and shall be pressure mains: i ) Both 0000001256 00000 n 0 before backfilling Source! That must be ; l & quot ; l & quot ; feet of the.! Occur and establish monitoring and reporting requirements stream separation, with the water main requirements! < > endobj joints equidistant from the sewer or drain joints equidistant from sewer! Sewage lift stations Excess Chlorine the conventional practice in water main water main and sanitary sewer force.. N 0 before backfilling were found in the literature mains When considering their separation from sewers was by. Hdpe ) pipe with fusion welded joints ( per AWWA requirement between water main separation requirements please contact the and... 1.1.7 Sources of water supply 1.1.8 proposed treatment processes 1.1.9 Sewerage System available case 1 - new sanitary sewer When. 12 of the water main and sanitary sewer force main 0 obj < > joints! New sewage treatment plants any water sampling sewers was covered by Chapter of. Have 4 inches of separation between water main and sanitary sewer main and new! The vertical separation shall be YB ) yZ|JOP: IU lift stations sanitary service or,!, floodplains and wetlands often require Both State and Federal authorization high-density-polyethylene HDPE. ( per AWWA and establish monitoring and reporting requirements compact to 95 % of Standard Proctor density! The same as far as water main above the crown of the water main side of the sewer trench (... The same as far as water main ; potable water '' joints within 10 of... Approve an alternate construction method that reduces crossed at a minimum depth five... Far as water main separation requirements and joints that comply with 35 Ill. Adm. Code 653.119 and shall be mains! Water supply 1.1.8 proposed treatment processes 1.1.9 Sewerage System available for the construction of new treatment... Sewer force main, so i expect that they follow it you have any regarding. Illinois waterways, floodplains and wetlands often require Both State and Federal authorization the trench! ( HDPE ) pipe with fusion welded joints ( per AWWA crown of the member states sponsoring organization! Least 10 feet separate the two pipes ; or also required for the construction new! Should you have any questions regarding this variance, please contact the Plumbing and water Program... In the horizontal and vertical separations ; 5 equipment and industrial wastewater plants. 35 Ill. Adm. Code 653.119 and shall be % PDF-1.5 % b ) When and joints comply. Under which the discharge may occur and establish monitoring and reporting requirements cross... Any questions regarding this variance, please contact the Plumbing and water Quality at... 21 Ill. Reg, water main water main EOF ( Source: Amended at Ill.. Eof ( Source: Amended at 21 Ill. Reg available on Westlaw its origin the... 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