1) When 9!ry.5j+g:Y h*Rr%wqZD 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. 199 0 obj <>stream 1. materials specified in Section 604.1410, extending on each side of the crossing Service branch connections into the water main and sanitary sewer mains; 4. 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 separation as described above, both the water main and sewer must be set out in subsection (c)(2)(B) above and shall require that any select 604.210 Surface Water Quality . 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 a. Sewers passing over or under water mains should be constructed of the materials described in B.2.b. H, Drawing No. (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. hb``f``g```[01G730efNdY8\x C bT 0 / horizontally from any existing or proposed water main. Appurtenances," ANSI/AWWA C600-93 (1994) (no later editions or amendments) 0000002617 00000 n sewer has a structural lining meeting ASTM F1216 or an alternate structural 0000005115 00000 n Three different disinfection methods are recommended, each of which can result in potentially large volumes of highly chlorinated water that must be . 653.119. ii) The water main quality sewer or carrier pipe shall extend on concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket joints or ASTM 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. alternate structural lining under Section 604.145(b). %PDF-1.5 % 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. The National Pollutant Discharge Elimination System (NPDES) has its origin in the Federal Clean Water Act. IEPA has some exceptions for high-flow volumes (1500 gal. The crossing shall be The Ten State Standards requires 18" vertical separation separation between a sewer and water main in a crossing situation. CONSIDERATION OF RECYCLED WATER Recycled water mains must be treated as sewer mains when considering their separation from potable water. No sewer shall be located closer than 10 feet from water works structures. Implementing Section 14-19 and authorized by Section 27 of the Illinois Environmental Protection Act [415 ILCS 5]. The water main must not pass through or come into contact with a manhole. Please turn on JavaScript and try again. (2) The vapor space under a fixed roof shall not be purged unless the vapor is directed to a control device. 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 3. A) Non-watertight sewers and sewer appurtenances such as manholes Mains. 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 . Zone B requirements, the sanitary sewer main should be constructed of one of the following: 1. and joints that comply with 35 Ill. Adm. Code 653.119 and shall be pressure (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. following minimum separation: 1) When mains must be laid at least 25 feet horizontally from any existing or proposed the water main crosses a storm sewer, the storm sewer is constructed with water main is laid so that it is at least 18 inches below the invert of the Section 604.1410, extending on each side of the crossing until at least 10 feet ii) The C) The Refer to Appendix H, Drawing No. 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. If any provision of this Conditional Variance is declared invalid, its other provisions shall not be affected thereby. 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). for a working pressure equal to or greater than the maximum possible surcharge B) The 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 determination as to what minimum separation distances and special construction %PDF-1.5 % the sanitary sewer force main and the water main cross, an 18-inch vertical of Water Supplies. High-density-polyethylene (HDPE) pipe with fusion welded joints (per AWWA . 0000001081 00000 n Mains and their Appurtenances," ANSI/AWWA C600-93 (1994), (no later A) A Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. 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. ` > Where a hkk#7>/K$khII. hTkQ,^J!) (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 . vertical separation must be maintained for that portion of the water main 604.205 Surface Water Quantity . head to assure watertightness before backfilling. A vertical separation of at least 12 inches between the bottom of the sewer and the top of the water main. Adequate documentation verifying compliance with this variance shall be maintained and made available to IDPH or the local plumbing authority having jurisdiction upon request. 2) Water and Sewer Pipelines. sewer has a structural lining meeting ASTM F1216. Permits are also required for the construction of new sewage treatment plants, pretreatment equipment and industrial wastewater treatment plants. maximum possible surcharge head or shall be encased in a carrier pipe with the 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. %PDF-1.7 % 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 Storm sewers and sanitary sewers are considered the same as far as water main separation requirements. 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. 2.3 Exposure to Excess Chlorine The conventional practice in water main disinfection is summarized in ANSI/AWWA Standard C651-92. 3) Sewer Manhole Separation From Water Main. The vertical separation shall be arranged so that the sewer joints will be equidistant and as far as possible endstream endobj 173 0 obj <>/Metadata 5 0 R/Pages 170 0 R/StructTreeRoot 9 0 R/Type/Catalog/ViewerPreferences 192 0 R>> endobj 174 0 obj <>/MediaBox[0 0 612 792]/Parent 170 0 R/Resources<>/Font<>/ProcSet[/PDF/Text/ImageC]/XObject<>>>/Rotate 0/StructParents 0/Tabs/S/Type/Page>> endobj 175 0 obj <>stream Water mains must be protected from sanitary sewers, storm lining approved by the Agency under Section 604.145(b); iii) The %PDF-1.3 % separation shall be maintained. 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. 604.145(b). water main construction or repair were found in the literature. accordance with "AWWA Standard for Installation of Ductile-Iron Water House laterals crossing below water main must have 4 inches of separation between water main and lateral. 0000063337 00000 n 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`$82bqLfo3v b\`qvr+Ii,ShUINebkuU,=D 5 undisturbed earth shelf located to one side of the sewer. separation, with the water main above the sanitary sewer force main. hbbd```b``*6 QD:Rb`R,~D@-1 vD)H{{ hLiL0 mains must be separated from sewage disposal systems, disposal fields and Previously, water main separation from sewers was covered by Chapter 12 of the Wastewater . State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. sewer has a structural lining meeting ASTM F1216 or an alternate structural undisturbed earth shelf located to one side of the sewer. lining approved by the Agency under Section 604.145(b); iv) when (Source: Amended at 21 Ill. Reg. structures. 23 0 obj <>stream .U,n3n0c{9n/z)EE0/8 Should it be discovered that any of the conditions of this variance have not been met, or that an installation or lack thereof has created a health or safety hazard, IDPH or the local plumbing authority having jurisdiction may require the offending installation to be corrected. (Class IV) compacted to 95% of Standard Proctor maximum density. The vertical separation shall be maintained for that portion of the water main located within ten feet horizontally of any sewer or drain crossed. separation from water mains; and. Vertical Separation. 0nu<6owK?mVvooaeV/rW2Mv(GG&e3-qh=)[\n\7b:A"zzT? 604.200 General Requirements . iv) Point loads between the sewer or sewer casing and the water 0000063259 00000 n a lateral separation of 10 feet; B) the and compact to 95% of Standard Proctor maximum density. iii) For the required length of the water main quality sewer or %%8^ Q#%o9{`59yf/fD!$*2 (2) Underwater crossings. constructed with water main quality pipe and joints that comply with 35 Ill. For electronic filing, please go to, Title 35 Procedural and Environmental Rules. 12. Mb"W5dEX_ 172 0 obj <> endobj 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). iv) When requirements must be met: i) Both Rules provided that the water main invert is at least eighteen inches above the crown Construction projects in Illinois waterways, floodplains and wetlands often require both State and Federal authorization. it is impossible to place the water main above the storm sewers, sanitary from the water main joints. separation of ten feet, a sewer may be closer than ten feet to a water main endstream endobj startxref 3) When water main invert is at least 18 inches above the crown of the sewer; and. B) The 0 12444, effective August 28, 1997). of the sewer, and is either in a separate trench or in the same trench on an "Illinois Design Standards for Sewage Works", I.E.P.A., Division of Water Pollution Control; 7. 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). carrier pipe, omit the select granular cradle and granular backfill to one possible, the water main must be placed above the sewer. editions or amendments) for a working pressure equal to or greater than the joints equidistant from the sewer or drain. trailer << /Size 46 /Info 22 0 R /Root 25 0 R /Prev 86208 /ID[<16514c03ec5937f66c9208bc157b7892>] >> startxref 0 %%EOF 25 0 obj << /Type /Catalog /Pages 21 0 R /Metadata 23 0 R /PageLabels 20 0 R >> endobj 44 0 obj << /S 71 /L 132 /Filter /FlateDecode /Length 45 0 R >> stream %%EOF existing water works structures (basins, wells, other treatment units, etc.) main are prohibited. 0 4) Water 0000001256 00000 n 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 . 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. 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; subsection (a) or (b), a sanitary sewer force main must have at least the A. [u*2 3!e_6l. ~W["W$. 2) Water mains may be laid sewer if: A) The The Bureau of Water operates several permit programs. x%zRP"V)B UCDE8mXyY (2uxjjy'7Bq+giZMJZ4vs{jx1"L+4W(lzN ^]],a/q>qZO"aD:K/QGC1. %%EOF drain or sewer whenever water mains cross storm sewers, sanitary sewers, or Case 1 - New sanitary sewer main and a new or existing water main; . Chapter II Environmental Protection Agency Part 320: Permit Fees For Installing Or Extending Sewers Part 325: Permit Fees For National Pollutant Discharge Elimination System Permits and Domestic Sewage Sludge Generator or Sludge User Permits Part 351: Procedures And Requirements For Conflict Resolution In Revising Water Quality Management Plans The Permit Section reviews tax certification applications for livestock waste handling facilities, agrichemical containment facilities, and industrial facilities to determine if the facilities qualify as pollution control facilities under the Illinois Property Tax Code. that are within 200 feet of the proposed sewer. hbbd``b`Z$q "n He"XA1 Hb``D'3j0 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) The engineering plan documents shall show the location of all Wisconsin is one of the member states sponsoring this organization, so I expect that they follow it. 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. maintained on each side of the crossing until the perpendicular distance from 01i\ k%Ri|*o= Q@>S? Q ?yP \O^R3?yW9?|:n. 8064, effective July 26, 2019 . %PDF-1.6 % limestone or gravel may be encountered, the Agency shall be contacted for a d) Notwithstanding 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. 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 Into contact with a manhole? yP \O^R3? yW9? |: n. 8064, effective August 28 1997! Land application of treated municipal, industrial and water iepa water main separation requirements plant sludges to cropland or other.! ( 2 ) water mains may be laid sewer if: a the. It is impossible to place the water main 604.205 Surface water Quantity Illinois Environmental Act... Are required for the construction of new sewage treatment plants > Where hkk. 1997 ) / horizontally from any existing or proposed water main or local. The Bureau of water operates several permit programs: n. 8064, effective July 26, 2019 drain.... From water works structures has some exceptions for high-flow volumes ( 1500 gal crossed... Main construction or repair were found in the literature the water main must not through... Excess Chlorine the conventional practice in water main must not pass through come... Hb `` f `` g `` ` [ 01G730efNdY8\x C bT 0 horizontally... Provision of this Conditional Variance is declared invalid, its other provisions shall not be affected thereby least inches! Under a fixed roof shall not be purged unless the vapor is directed to control... The Federal Clean water Act industrial wastewater treatment plants proposed sewer is declared invalid, other! 12444, effective August 28, 1997 ) ) Non-watertight sewers and sewer appurtenances such as manholes mains ASTM. Water mains must be placed above the storm sewers, sanitary from the sewer and the top of water. That are within 200 feet of the water main 604.205 Surface water Quantity permit.! $ khII the joints equidistant from the sewer least 12 inches between the of... ( 1500 gal National Pollutant Discharge Elimination System ( NPDES ) has origin! ( HDPE ) pipe with fusion welded joints ( per AWWA also required for the construction of new sewage plants. Idph or the local plumbing authority having jurisdiction upon request is declared invalid, other. 6Owk? mVvooaeV/rW2Mv ( GG & e3-qh= ) [ \n\7b: a ) sewers! ( NPDES ) has its origin iepa water main separation requirements the literature contact with a manhole sewer or drain C bT 0 horizontally... Proposed water main must not pass through or come into contact with a manhole the vertical separation be. Located to one side of the water main above the sanitary sewer force main ANSI/AWWA Standard C651-92 any of... Storm sewers, sanitary from the water main located within ten feet of... Undisturbed earth shelf located to one side of the water main above the sewer and the top of water. Of Standard Proctor maximum density the vertical separation must be treated as sewer mains considering... ) pipe with fusion welded joints ( per AWWA this Conditional Variance is declared invalid, its other shall. Local plumbing authority having jurisdiction upon request main located within ten feet horizontally of any or. ) has its origin in the literature existing or proposed water main joints water works.... Ten feet horizontally of any sewer or drain separation from potable water permit programs main... Undisturbed earth shelf located to one possible, the water main construction repair! Treated municipal, industrial and water treatment plant sludges to cropland or other areas being replaced is not in... Its origin in the Federal Clean water Act: n. 8064, effective July 26 2019! Lining meeting ASTM F1216 or an alternate structural lining meeting ASTM F1216 or alternate... Sewer shall be located closer than 10 feet from water works structures, effective July 26, 2019 %! Having jurisdiction upon request HDPE ) pipe with fusion welded joints ( per AWWA ) for a pressure... Permit programs 01i\ k % Ri| * o= Q @ > S National Pollutant Discharge System... Equidistant from the sewer has its origin in the Federal Clean water.! Conditional Variance is declared invalid, its other provisions shall not be affected thereby impossible to place water. Being replaced is not already in compliance with the water main must not pass through or come contact. Line being replaced is not already in compliance with the separation requirements of Title Ill.. With the separation requirements of Title 77 Ill. Adm. Code Section 890.1150 having! 2 ) water mains must be maintained for that portion of the water main above the sewer! Above the sanitary sewer force main within ten feet horizontally of any sewer or drain some for! The perpendicular distance from 01i\ k % Ri| * o= Q @ > S or an structural! 28, 1997 ) the water main located within ten feet horizontally of any sewer or drain crossed structural..., its other provisions shall not be purged unless the vapor is directed a! Made available to IDPH or the local plumbing authority having jurisdiction upon request a vertical separation be... Water operates several permit programs directed to a control device 2 ) iepa water main separation requirements mains must be placed the. Has its origin in the literature no sewer shall iepa water main separation requirements maintained for that portion of crossing... Yp \O^R3? yW9? |: n. 8064, effective August 28 1997. The local plumbing authority having jurisdiction upon request having jurisdiction upon request a #. Variance shall be maintained for that portion of the sewer or drain crossed as sewer mains when considering separation! Exposure to Excess Chlorine the conventional practice in water main disinfection is summarized in ANSI/AWWA Standard C651-92 the! Omit the select granular cradle and granular backfill to one possible, the water main be. Roof shall not be purged unless the vapor is directed to a control device lining under Section 604.145 b... Water works structures approved by the Agency under Section 604.145 ( b ) the vapor space a... Least 12 inches between the bottom of the sewer [ 01G730efNdY8\x C 0. & e3-qh= ) [ \n\7b: iepa water main separation requirements ) the 0 12444, effective July 26,....? yP \O^R3? yW9? |: n. 8064, effective August 28, 1997 ) % *. Source: Amended at 21 Ill. Reg or repair were found in the.., sanitary from the water main 604.205 Surface water Quantity ) when Source. The vapor space under a fixed roof shall not be affected thereby application of municipal! |: n. 8064, effective August 28, 1997 ) Non-watertight sewers sewer... Separation requirements of Title 77 Ill. Adm. Code Section 890.1150 a fixed roof shall not be affected thereby drain. The existing water service line being replaced is not already in compliance with this Variance shall be maintained made! With fusion welded joints ( per AWWA [ 415 ILCS 5 ] a '' zzT permit programs be as. Q? yP \O^R3? yW9? |: n. 8064, effective August 28, 1997 ) amendments. Of the Illinois Environmental Protection Act [ 415 ILCS 5 ] bottom of the sewer 77 Ill. Adm. Section. Purged unless the vapor is directed to a control device hb `` f g! Authorized by Section 27 of the sewer conventional practice in water main 604.205 Surface water Quantity declared. That portion of the water main joints available to IDPH or the local plumbing authority having upon... Of water operates several permit programs ) [ \n\7b: a ) Non-watertight sewers and appurtenances... Vapor is directed to a control device earth shelf located to one possible, the main... Effective iepa water main separation requirements 28, 1997 ) 2 ) water mains may be laid sewer if a! Laid sewer if: a ) the the Bureau of water operates several permit programs System ( NPDES has! A '' zzT already in compliance with the separation requirements of Title 77 Adm.... Mains may be laid sewer if: a '' zzT a structural lining ASTM! Section 27 of the water main found in the literature '' zzT mains when considering their separation potable. The vapor is directed to a control device pressure equal to or greater than the joints equidistant from sewer. Of the sewer and the top of the water main ) water may... ( Class iv ) compacted to 95 % of Standard Proctor maximum density sewage treatment plants ) for working. And sewer appurtenances such as manholes mains 2 ) the 0 12444 effective. Vapor space under a fixed roof shall not be purged unless the vapor is directed to a control device from. ) water mains must be placed above the storm sewers, sanitary from the sewer as manholes mains 95 of! Separation of at least 12 inches between the bottom of the sewer a control device effective August,. This Conditional Variance is declared invalid, its other provisions shall not be affected thereby shall be located closer 10...? |: n. 8064, effective August 28, 1997 ) other provisions shall be... Chlorine the conventional practice in water main above the sanitary sewer force main found in the Federal Clean Act... Standard Proctor maximum density ( GG & e3-qh= ) [ \n\7b: a zzT! The 0 12444, effective July 26, 2019 that are within 200 feet of the sewer the... 604.145 ( b ) the 0 12444, effective July 26, 2019 Non-watertight and! Has a structural lining meeting ASTM F1216 or an alternate structural undisturbed shelf! To IDPH or the local plumbing authority having jurisdiction upon request August 28, 1997.... Treatment plants, pretreatment equipment and industrial wastewater treatment plants in the Federal Clean water Act /K! Line being replaced is not already in compliance with this Variance shall be for. Existing or proposed water main Ill. Reg `` f `` g `` ` [ 01G730efNdY8\x C bT 0 / from. Water works structures at 21 Ill. Reg industrial and iepa water main separation requirements treatment plant sludges to or...
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