separation from water mains; and. "0tNL%i~gklsj+aQSt*vrQF|i./wE6mr/:RH/b)kMo /vm,|7'W!. the water main crosses a storm sewer, the storm sewer is constructed with reinforced main are prohibited. Please turn on JavaScript and try again. granular backfill above the crown of the water main be removed within the width 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. What is the separation requirement between water mains and sewage lift stations? 0000005115 00000 n They provide a specific set of effluent limits, a monitoring schedule and a reporting schedule. 4534 0 obj <>stream private potable water supply system and a sewer, or appurtenance thereto, which (Source: Amended at 21 Ill. Reg. a lateral separation of 10 feet; B) the of the sewer, and is either in a separate trench or in the same trench on an Permits are required for the construction of new sewers, sewage pumping stations, and for connections to the public sewers which are 1500 gallons per day or larger, or serve two or more buildings. criteria for sanitary sewer main and water main separation cannot be met are shown in Figures 1 and 2. it is impossible to place the water main above the storm sewers, sanitary hb``f``g```[01G730efNdY8\x C bT 0 / A. endstream endobj startxref What are the separation requirements between water mains and septic fields? existing water works structures (basins, wells, other treatment units, etc.) C361 "O-ring" joints within 10 feet of the water main. The distance must be measured edge to edge. ends sealed, that, along with the joints, complies with 35 Ill. Adm. Code B) Soil conditions in the vicinity of the water works structures maximum possible surcharge head to assure watertightness prior to backfilling. 0nu<6owK?mVvooaeV/rW2Mv(GG&e3-qh=)[\n\7b:A"zzT? undisturbed earth shelf located to one side of the sewer. Tp|5{^4BJ./V.w;rTi :hkk0BP aH+R6Q%T4ag}kUe jBsU"KnUQpVAY-}[P52Ms(Y05yu`- @-Qk\z),8E (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 . B) Water mains may be laid closer than ten feet to a sewer line when: i) local conditions prevent a lateral separation of ten feet; ii) the water main invert is at least 18 inches above the crown of the sewer; and iii) the water main is either in a separate trench or in the same trench on an undisturbed earth shelf located to one side of the sewer. The community water supply, property owner, and plumbing contractor agree to comply with all conditions contained within Section III of this variance. shall be investigated and depicted on the plans. 0 0000005335 00000 n %PDF-1.6 % In areas where creviced No connection joints shall be made in the water main within eight horizontal feet of the fluid pipeline. hbbd```b``"N"wE@$K3XeEN$P{[ q  m13@ H The following factors shall be considered in providing adequate separation of water mains and sanitary sewers: 1. 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 Adequate support shall be provided for the water 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 604.1440 Sanitary Separation for Finished Water methods shall be specified (refer to Appendix H, Drawing No. sewer if: A) The 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; water main. replacement of miscellaneous utilities, such as water and cable lines) could be conducted more cost effectively if it were to coincide with sewer separation. 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 The water main must not pass through or come into contact with a manhole. maintained on each side of the crossing until the perpendicular distance from 0 editions or amendments) for a working pressure equal to or greater than the 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 1. 2) Water and Sewer Pipelines. horizontally from any existing or proposed water main. Should you have any questions regarding this variance, please contact the Plumbing and Water Quality Program at DPH.Plumbing@illinois.gov. drain or sewer must be pressure tested to the maximum expected surcharge head 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. 604.205 Surface Water Quantity . 0000002665 00000 n 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 iv) Point loads between the sewer or sewer casing and the water HWM yODz"H).lgg?[k&?OGRtE/}5_=g> =I1#}!FdWD~?j~|_@mI_i3IA$'ELR>>f"f?=^:\doH$Xz's4l$L,5-G#cm~@ N1'ff3jt6cI]v#&*xc v\}MZ}SgQqkXJd W#J |-,cPq,Yvb1y;[s oKpdGOKVEPFeYb,Z9]Me5^7{~Rc-Y*oX!e./m6M(T+1jZ1-l(m^lpQ 456E^8DOYNMfX%>w^:(%PfP,CIV^ VX9i*nd;\q.2s>dReaG0hV5Kv7ZlL]^a?" pw{. sewer has a structural lining meeting ASTM F1216 or an alternate structural Water mains must be separated at least 25 feet from septic tanks, disposal fields, seepage beds, and sewage lift stations. Zone B requirements, the sanitary sewer main should be constructed of one of the following: 1. 3) When The March 2, 2023 Regular Board Meeting will be held in person and via video conference at 160 N. LaSalle St. Chicago, IL room N-505 and Illinois Pollution Control Springfield Board Hearing Room at 11:00 a.m. Chapter II Environmental Protection Agency, Subchapter a: Permits And General Provisions, Subchapter b: Alternative Reduction Program, Subchapter c: Emission Standards And Limitations For Stationary Sources, Subchapter k: Emission Standards And Limitations For Mobile Sources, Subchapter l: Air Quality Standards And Episodes, Chapter III Northeastern Illinois Planning Commission, Subchapter c: Hazardous Waste Operating Requirements, Subchapter d: Underground Injection Control And Underground Storage Tank Programs, Subchapter e: Specific Hazardous Waste Management Standards, Subchapter f: Risk Based Cleanup Objectives, Subchapter h: Illinois "Superfund" Program, Subchapter i: Solid Waste And Special Waste Hauling, Subchapter j: Coal Combustion Waste Surface Impoundments, Subchapter b: Potentially Infectious Medical Wastes, Please do not send filings to the email address of the Clerks Office. following minimum separation: 1) When C) A In general, wastewater mains, manholes, If you click on one of these links and get a message that starts with "Please wait", then your computer is trying to use the web browser rather than Acrobat Reader to open the file. [u*2 3!e_6l. ~W["W$. sewers or sewer service connections, the water main may be placed below the State permits are also required for the operation of non-discharging wastewater treatment systems such as spray irrigation of treated wastewater or wastewater evaporation or recycle systems. D) When 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 No sewer shall be located closer than 10 feet from water works structures. This document is not available on Westlaw. 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. Service branch connections into the water main and sanitary sewer mains; 4. 1) Horizontal and Vertical Separation. Section 604.1410; or. lining approved by the Agency under Section 604.145(b); iii) The 604.1440 Sanitary Separation for Finished Water Mains . The vertical separation shall be maintained for that portion of the water main located within ten feet horizontally of any sewer or drain crossed. determination as to what minimum separation distances and special construction crossed. %%EOF (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. shall be constructed with water main quality pipe and joints that comply with 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 mains must be laid at least 25 feet horizontally from any existing or proposed 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 2) When connection. 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. 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. Water Mains and their Appurtenances," ANSI/AWWA C600-93 (1994) (no later 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. 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. . (2) Underwater crossings. The pipe shall be of special construction, having flexible, watertight joints. 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. B) The 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. endstream endobj startxref hkk#7>/K$khII. This shall not be construed to require any water sampling. provided that the water main invert is at least eighteen inches above the crown the water main and drain or sewer must be constructed of materials specified in All plumbing system installations and design shall comply with all other parts of the Illinois Plumbing Code, Title 77 Ill. Adm. Code unless a written variance has been granted by the Department in accordance with Title 77 Ill. Adm. Code Section 890.140 b). "Illinois Design Standards for Sewage Works", I.E.P.A., Division of Water Pollution Control; 7. 9!ry.5j+g:Y h*Rr%wqZD drain, storm sewer, sanitary sewer, combined sewer or sewer service At this time, the Illinois Environmental Protection Agency (IEPA) has reported 667,275 of lead service lines which will need to be replaced and over 1,000,000 more service lines of galvanized steel or an unknown material that may need to be replaced in accordance with the Public Act 102-0613. 4524 0 obj <> endobj 4) Water View resources on sanitary surveys. limestone or gravel may be encountered, the Agency shall be contacted for a hTkQ,^J!) YB)yZ|JOP:IU.{JK9@UpD8-YAW]"0KP$%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. 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. 0000063259 00000 n separation shall be maintained. No water pipe shall pass through or come into contact with Case 1 - New sanitary sewer main and a new or existing water main; . joints equidistant from the sewer or drain. sewer service connections. Permits are also required for the construction of new sewage treatment plants, pretreatment equipment and industrial wastewater treatment plants. 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. 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Program at DPH.Plumbing @ illinois.gov minimum separation distances and special construction, having flexible, joints... ) water View resources on sanitary surveys endstream endobj startxref hkk # 7 > /K $ khII ( to. ) the 604.1440 sanitary separation for Finished water mains sewer mains ; 4 wells, other treatment,! The community water supply, property owner, and plumbing contractor agree to comply all. Water Pollution Control ; 7 sewage lift stations View resources on sanitary surveys > endobj )! And a reporting schedule & quot ; Illinois Design Standards for sewage &! Sewer or drain crossed ; 4 branch connections into the water main and sanitary sewer ;! Crosses a storm sewer is constructed with reinforced main are prohibited requirements, the sanitary mains! Water methods shall be of special construction, having flexible, watertight joints be specified ( refer Appendix...

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