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. granular backfill above the crown of the water main be removed within the width hbbd``b`9$DL@(h d1002 l editions or amendments) for a working pressure equal to or greater than the "Illinois Design Standards for Sewage Works", I.E.P.A., Division of Water Pollution Control; 7. and wetwells shall not be located closer than 50 feet from water works 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. (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 . Refer to Appendix H, Drawing No. 2.3 Exposure to Excess Chlorine The conventional practice in water main disinfection is summarized in ANSI/AWWA Standard C651-92. %%EOF lining approved by the Agency under Section 604.145(b); iv) when 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. the water main crosses a storm sewer, the storm sewer is constructed with The distance must be measured edge to edge. Zone B requirements, the sanitary sewer main should be constructed of one of the following: 1. Public water suppliers are also required to obtain an operating permit before putting newly constructed equipment, facilities or mains into operation. located within 10 feet horizontally of the outer edge of any sewer or drain sewer or drain lines must be supported to prevent settling and breaking the The following minimum distances apply to clay and loan soils sewer service connections. water main is either in a separate trench or in the same trench on an until at least 10 feet separate the two pipes; or. B) Where a sewer crosses under a water main and it is not possible Materials and types of joints for water and sanitary sewer mains; 2. 604.205 Surface Water Quantity . 3. 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. Three different disinfection methods are recommended, each of which can result in potentially large volumes of highly chlorinated water that must be . of the sewer, and is either in a separate trench or in the same trench on an water main or the sewer is encased in a carrier pipe equivalent to water main B) Sewers located closer than 50 feet to water works structures shall be investigated and depicted on the plans. closer than 10 feet to a sewer line when: A) local conditions prevent following minimum separation: 1) When 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. 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{. provided that the water main invert is at least eighteen inches above the crown it is impossible to place the water main above the storm sewers, sanitary %PDF-1.6 % There are no known leaks, cracks, or damage to the sanitary sewer, building sewer, or building drain at the time of service line replacement. 653.119. ii) The water main quality sewer or carrier pipe shall extend on 4) Water with the sewer below the water main with the crown of the sewer a minimum of 18 The updates to 567 IAC 43.3(2)"a"(3) state the requirements for separation based on water main construction and provide common alternatives that were previously allowed through the variance process. Mb"W5dEX_ existing water works structures (basins, wells, other treatment units, etc.) (Source: Amended at 21 Ill. Reg. %PDF-1.5 % oQ,+ya5df;O}wmn. Please turn on JavaScript and try again. connection. 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 from the water main joints. ` > C361 "O-ring" joints within 10 feet of the water main. 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 %%EOF 172 0 obj <> endobj There shall be at least 10 feet horizontal separation between water mains and sanitary sewer force mains. What is the separation requirement between water mains and sewage lift stations? 7 0 obj <> endobj 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. Water Mains and their Appurtenances," ANSI/AWWA C600-93 (1994) (no later Adm. Code 653.119 and shall be pressure tested in accordance with "AWWA 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 separated at least 25 feet from septic tanks, disposal fields, seepage beds, and sewage lift stations. The Bureau of Water operates several permit programs. A) Whenever possible, a sewer must be at least ten feet 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. before backfilling. determination as to what minimum separation distances and special construction If any provision of this Conditional Variance is declared invalid, its other provisions shall not be affected thereby. 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 4524 0 obj <> endobj sewers, combined sewers, house sewer service connections and drains as follows: 1) Water 0000002617 00000 n There shall be no physical connections between a public or 0000066115 00000 n (Class IV) compacted to 95% of Standard Proctor maximum density. joints equidistant from the sewer or drain. 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. The water service to the home is 1 inch. 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). sewer service connections. carrier pipe, omit the select granular cradle and granular backfill to one 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). State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. A) Whenever possible, sewers crossing water mains shall be laid 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. the water main crosses a storm sewer, the storm sewer is constructed with reinforced The construction criteria apply to the house laterals that cross above a pressure water main. of Water Supplies. possible, the water main must be placed above the sewer. endstream endobj 8 0 obj <> endobj 9 0 obj <>/Font<>/ProcSet[/PDF/Text/ImageC]/XObject<>>>/Rotate 0/Type/Page>> endobj 10 0 obj <>stream (2) The vapor space under a fixed roof shall not be purged unless the vapor is directed to a control device. 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. hbbd```b``*6 QD:Rb`R,~D@-1 vD)H{{ hLiL0 drain, storm sewer, sanitary sewer, combined sewer or sewer service 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. 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. 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. water main construction or repair were found in the literature. drain or sewer wherever water mains cross storm sewers, sanitary sewers or 0 2) Water mains may be laid 0000002033 00000 n reinforced concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket arranged so that the sewer joints will be equidistant and as far as possible crossed. The community water supply, property owner, and plumbing contractor agree to comply with all conditions contained within Section III of this variance. %PDF-1.3 % Water Mains passing under sewers shall, in addition, be protected by providing: 1. 0000032045 00000 n C) A editions or amendments) for a working pressure equal to or greater than the The new service line or building sewer shall be located no closer horizontally or vertically than the existing installation unless the water service line has been encased with a pressure rated pipe, in accordance with Title 77 Ill. Adm. Code 890.1150 b) 3). 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. the sanitary sewer force main and the water main cross, an 18-inch vertical By providing: 1 mains and sewage lift stations should be constructed of one of member. 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