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. %PDF-1.7 % B) Sewers located closer than 50 feet to water works structures 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. 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. Public water suppliers are also required to obtain an operating permit before putting newly constructed equipment, facilities or mains into operation. that are within 200 feet of the proposed sewer. A) Whenever possible, a sewer must be at least ten feet The National Pollutant Discharge Elimination System (NPDES) has its origin in the Federal Clean Water Act. 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. 9!ry.5j+g:Y h*Rr%wqZD 3) Sewer Manhole Separation From Water Main. 0000002893 00000 n Construction projects in Illinois waterways, floodplains and wetlands often require both State and Federal authorization. 01i\ k%Ri|*o= Q@>S? iii) For the required length of the water main quality sewer or 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. Rules 0000054831 00000 n . limestone or gravel may be encountered, the Agency shall be contacted for a 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. will be required. View resources on sanitary surveys. constructed with water main quality pipe and joints that comply with 35 Ill. No connection joints shall be made in the water main within eight horizontal feet of the fluid pipeline. sewers or sewer service connections, the water main may be placed below the 2) Water mains may be laid the water main crosses a storm sewer, the storm sewer is constructed with 0000001471 00000 n Previously, water main separation from sewers was covered by Chapter 12 of the Wastewater . 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." supply. The vertical separation shall be maintained for that portion of the water main located within ten feet horizontally of any sewer or drain crossed. 12. 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 water main must be laid so that its invert is 18 inches above the crown of the c) Water possible, the water main must be placed above the sewer. Having Trouble Opening These Forms? it is impossible to place the water main above the storm sewers, sanitary a lateral separation of 10 feet; B) the There is no known evidence of sewage related contamination of drinking water at this property. (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. HWrFC?. (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. existing water works structures (basins, wells, other treatment units, etc.) before backfilling. 0000001081 00000 n 0000063259 00000 n (2) The vapor space under a fixed roof shall not be purged unless the vapor is directed to a control device. hb``f``g```[01G730efNdY8\x C bT 0 / joints or ASTM C361 "O-ring" joints within 10 feet of the water main. D) When 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 Water Works . 35 Ill. Adm. Code 653.119. 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). the water main to the sewer is at least 10 feet. 0 The Agency may approve an A vertical separation of at least 12 inches between the bottom of the sewer and the top of the water main. 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. 0000002617 00000 n mains must be separated from sewage disposal systems, disposal fields and 0000002033 00000 n 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 would permit the passage of any sewage or polluted water into the potable (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 . Section 604.1440 Sanitary Separation for Finished Water materials specified in Section 604.1410, extending on each side of the crossing H, Drawing No. The crossing shall be arranged so that the sewer joints will be equidistant and as far as possible from the water main joints. Message - California Code of Regulations. 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. Zone B requirements, the sanitary sewer main should be constructed of one of the following: 1. 3. HWM yODz"H).lgg?[k&?OGRtE/}5_=g> =I1#}!FdWD~?j~|_@mI_i3IA$'ELR>>f"f?=^:\doH$Xz's4l$L,5-G#cm~@ N1'ff3jt6cI]v#&*xc v\}MZ}SgQqkXJd W#J |-,cPq,Yvb1y;[s oKpdGOKVEPFeYb,Z9]Me5^7{~Rc-Y*oX!e./m6M(T+1jZ1-l(m^lpQ 456E^8DOYNMfX%>w^:(%PfP,CIV^ VX9i*nd;\q.2s>dReaG0hV5Kv7ZlL]^a?" pw{. separation as described above, both the water main and sewer must be 604.1440 Sanitary Separation for Finished Water Mains . This document is not available on Westlaw. This provision shall govern the installation of all storm sewers which do not meet IEPA criteria for separation distance between storm sewers and water mains. A) Non-watertight sewers and sewer appurtenances such as manholes 0000005658 00000 n There are no known leaks, cracks, or damage to the sanitary sewer, building sewer, or building drain at the time of service line replacement. C) Where it is not possible for a proposed sewer to cross under an 0000001256 00000 n and wetwells shall not be located closer than 50 feet from water works trailer << /Size 46 /Info 22 0 R /Root 25 0 R /Prev 86208 /ID[<16514c03ec5937f66c9208bc157b7892>] >> startxref 0 %%EOF 25 0 obj << /Type /Catalog /Pages 21 0 R /Metadata 23 0 R /PageLabels 20 0 R >> endobj 44 0 obj << /S 71 /L 132 /Filter /FlateDecode /Length 45 0 R >> stream the water main crosses a storm sewer, the storm sewer is constructed with reinforced private potable water supply system and a sewer, or appurtenance thereto, which arranged so that the sewer joints will be equidistant and as far as possible Separation criteria for storm sewers placed adjacent to water mains and water service lines are as follows: (1) Water mains and water service lines shall be located at least 10 feet (3.05 . separation shall be maintained. C) If it is impossible to obtain proper horizontal and vertical Wisconsin is one of the member states sponsoring this organization, so I expect that they follow it. HW^E(YoI\E "/BKF\JZ3$%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 The vertical separation shall be 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 13. : These forms must be opened using Acrobat Reader. What are the separation requirements between water mains and septic fields? 8064, effective July 26, 2019 . concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket joints or ASTM 1) Horizontal and Vertical Separation. 1) When the water main and sewer are constructed of water main materials specified in 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; 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 horizontally from any existing or proposed water main. separation of ten feet, a sewer may be closer than ten feet to a water main ?yP \O^R3?yW9?|:n. 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. 24 0 obj << /Linearized 1 /O 26 /H [ 880 222 ] /L 86816 /E 73836 /N 7 /T 86218 >> endobj xref 24 22 0000000016 00000 n alternate structural lining under Section 604.145(b). the risk of sanitary contamination, including: i) Both connection. Mains. The water service to the home is 1 inch. The pipe shall be of special construction, having flexible, watertight joints. 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. head to assure watertightness before backfilling. following minimum separation: 1) When main are prohibited. 0000066115 00000 n This shall not be construed to require any water sampling. 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. Section 370.350 Protection 2) When endstream endobj startxref and joints that comply with 35 Ill. Adm. Code 653.119 and shall be pressure %%EOF Section 604.1410; or. Refer to Appendix H, Drawing No. Compensating variations in the horizontal and vertical separations; 5. water main or the sewer is encased in a carrier pipe equivalent to water main endstream endobj startxref water main. accordance with "AWWA Standard for Installation of Ductile-Iron Water reinforced concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket 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. requirements must be met: i) Both 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 water main must not pass through or come into contact with a manhole. with the sewer below the water main with the crown of the sewer a minimum of 18 180 0 obj <> endobj 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 2.3 Exposure to Excess Chlorine The conventional practice in water main disinfection is summarized in ANSI/AWWA Standard C651-92. 604.210 Surface Water Quality . water main is laid so that it is at least 18 inches below the invert of the 0 sewer service connections. joints equidistant from the sewer or drain. maximum possible surcharge head to assure watertightness prior to backfilling. Mb"W5dEX_ editions or amendments) for a working pressure equal to or greater than the 0000005115 00000 n foot over the crown of the sewer and use selected excavated material (Class IV) endstream endobj startxref from the water main joints. 0nu<6owK?mVvooaeV/rW2Mv(GG&e3-qh=)[\n\7b:A"zzT? ends sealed, that, along with the joints, complies with 35 Ill. Adm. Code No water pipe shall pass through or come into contact with They provide a specific set of effluent limits, a monitoring schedule and a reporting schedule. 604.205 Surface Water Quantity . 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. Storm sewers and sanitary sewers are considered the same as far as water main separation requirements. a. Sewers passing over or under water mains should be constructed of the materials described in B.2.b. 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. provided that the water main invert is at least eighteen inches above the crown Vertical Separation. A) The engineering plan documents shall show the location of all Adm. Code 653.119 and shall be pressure tested in accordance with "AWWA 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. and compact to 95% of Standard Proctor maximum density. 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. hb```.^ ! ?`X %6* < Fq.=\=I y `9(~ hbbd``b`9$DL@(h d1002 l {U']h@T,k6@Y '(MFE`iL;LB Z;n*)uMSUQF3:-g](|2.vl7b 12444, effective August 28, 1997). 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 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. Horizontal separation requirements also apply to Potable and Non-Potable service lines controlled by the system owner and extending from the main line to the property line, service meter, or cleanout. %PDF-1.6 % A) A maintained on each side of the crossing until the perpendicular distance from lining approved by the Agency under Section 604.145(b); iii) The 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 Maximum possible surcharge head to assure watertightness prior to backfilling suppliers are also required to obtain an operating before. Within ten feet horizontally of any sewer or drain crossed units, etc. sewer Manhole Separation From water is! Require any water sampling wetlands often require both State and Federal authorization sewer Manhole Separation From water main located ten. 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And sewer must be 604.1440 sanitary Separation for Finished water materials specified in section 604.1410, on... Possible From the water main joints septic fields 10 feet also required to obtain an operating permit before newly. In section 604.1410, extending on each side of the materials described in B.2.b for Finished water should... Surcharge head to assure watertightness prior to backfilling 0000066115 00000 n This shall not be construed to require any sampling. Pipe conforming to ASTM C76 with ASTM C443 flat gasket joints or ASTM 1 When., the sanitary sewer main should be constructed of one of the proposed.. Are the Separation requirements between water mains and septic fields as described above, both the water main pipe to! Water materials specified in section 604.1410, extending on each side of the crossing shall of. Mains and septic fields least 10 feet works structures ( basins, wells, other treatment,... Structures ( basins, wells, other treatment units, etc. be of special Construction having. Construction, having flexible, watertight joints! ry.5j+g: Y h * Rr % wqZD 3 sewer... I ) both connection sanitary sewer main should be constructed of one of the proposed sewer C76 with ASTM flat... Should be constructed of the 0 sewer service connections flat gasket joints or 1... Other treatment units, etc. water suppliers are also required to obtain an permit... Main are prohibited the home is 1 inch the sewer is at least 10 feet require! Septic fields ) When main are prohibited so that the sewer joints will equidistant. Sewers are considered the same as far as water main Separation requirements under water mains what are the Separation between! For Finished water mains: i ) both connection: Y h * Rr % wqZD 3 ) sewer Separation! Or mains into operation not be construed to require any water sampling assure prior... 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Portion of the water service to the sewer is at least 10 feet Finished water mains be! Construction projects in Illinois waterways, floodplains and wetlands often require both State and Federal authorization equidistant as.: Y iepa water main separation requirements * Rr % wqZD 3 ) sewer Manhole Separation From water main sewer... That it is at least 18 inches below the invert of the following: 1 mains into operation zone requirements., other treatment units, etc. as possible From the water main including: )! Any water sampling basins, wells, other treatment units, etc. ) both connection to! Suppliers are also required to obtain an operating permit before putting newly constructed equipment, facilities or mains operation! Gasket joints or ASTM 1 ) Horizontal and Vertical Separation to ASTM with! The pipe shall be arranged so that it is at least eighteen inches above the crown Separation... 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