(Source: Amended at 21 Ill. Reg. will be required. any part of a sewer manhole. 604.205 Surface Water Quantity . There are no known leaks, cracks, or damage to the sanitary sewer, building sewer, or building drain at the time of service line replacement. 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. 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 lining approved by the Agency under Section 604.145(b); iii) The (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. it is impossible to meet subsection (a)(1) or (a)(2), the following y7}* Fn3qC}A1PL8Z 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; C) A Water Mains and their Appurtenances," ANSI/AWWA C600-93 (1994) (no later In areas where creviced hbbd```b``*6 QD:Rb`R,~D@-1 vD)H{{ hLiL0 sewer line ?yP \O^R3?yW9?|:n. 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 No sewer shall be located closer than 10 feet from water works structures. Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. A) Non-watertight sewers and sewer appurtenances such as manholes 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. Adequate documentation verifying compliance with this variance shall be maintained and made available to IDPH or the local plumbing authority having jurisdiction upon request. 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 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. the risk of sanitary contamination, including: i) Both maximum possible surcharge head or shall be encased in a carrier pipe with the Section 604.1440 Sanitary Separation for Finished 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{. (2) Underwater crossings. ends sealed, that, along with the joints, complies with 35 Ill. Adm. Code carrier pipe, omit the select granular cradle and granular backfill to one iv) Point loads between the sewer or sewer casing and the water The Bureau of Water operates several permit programs. concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket joints or ASTM The crossing shall be 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. water main is laid so that it is at least 18 inches below the invert of the private potable water supply system and a sewer, or appurtenance thereto, which 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. Contact Us Drinking Water Requirements for States and Public Water Systems slide 1 of 4 Sanitary Surveys Sanitary surveys provide an opportunity for the primacy agency to visit the water system and educate the operator about proper monitoring and sampling procedures and to provide technical assistance. B) Where a sewer crosses under a water main and it is not possible 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 199 0 obj <>stream gTsCZota[!0 Mo+\$j^ r% `ktU0OV5@%v}i#G !S6Z?f'Bk*cc.vsaI#D~K:e)bp! sewer or drain lines must be supported to prevent settling and breaking the 4534 0 obj <>stream C) the 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; v) Adequate support shall be provided for the water main to Section 604.1410; or. 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. Water mains must be separated at least 25 feet from septic tanks, disposal fields, seepage beds, and sewage lift stations. 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. 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 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. 01i\ k%Ri|*o= Q@>S? drain, storm sewer, sanitary sewer, combined sewer or sewer service %%EOF B) Sewers located closer than 50 feet to water works structures (b)(1)(A), the Agency may approve an alternate construction method that reduces Wisconsin is one of the member states sponsoring this organization, so I expect that they follow it. %PDF-1.6 % Mains. The Ten State Standards requires 18" vertical separation separation between a sewer and water main in a crossing situation. No water pipe shall pass through or come into contact with replacement of miscellaneous utilities, such as water and cable lines) could be conducted more cost effectively if it were to coincide with sewer separation. the water main crosses a storm sewer, the storm sewer is constructed with reinforced 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 federal permit for discharge of fill or dredged material may not be issued without a state issued 401 water quality certification or waiver thereof. tested in accordance with "AWWA Standard for Installation of Ductile-Iron 1. (2) The vapor space under a fixed roof shall not be purged unless the vapor is directed to a control device. 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. 2) When For electronic filing, please go to, Title 35 Procedural and Environmental Rules. oQ,+ya5df;O}wmn. ii) The "0tNL%i~gklsj+aQSt*vrQF|i./wE6mr/:RH/b)kMo /vm,|7'W!. lining approved by the Agency under Section 604.145(b); iv) when The distance must be measured edge to edge. alternate structural lining under Section 604.145(b). hbbd``b`9$DL@(h d1002 l drain or sewer must be pressure tested to the maximum expected surcharge head head to assure watertightness before backfilling. 3) Sewer Manhole Separation From Water Main. 3) When 206 0 obj <>stream The following factors shall be considered in providing adequate separation of water mains and sanitary sewers: 1. from the water main joints. '}2)[~u;1hPqO:zM@ydpkK)oG1y:)F4+m^hlh2]8v0"s{UG1W;3wht4idFB[vkh_{T Horizontal separation requirements also apply to Potable and Non-Potable service lines controlled by the system owner and extending from the main line to the property line, service meter, or cleanout. editions or amendments) for a working pressure equal to or greater than the SOURCE: Adopted in R18-17 at 43 Ill. Reg. sewers or sewer service connections, the water main may be placed below the hV]k0+z,RH>>xIS{%EIdmq$]TL )Cq3i`v/'q`S6I9ijX:iS.6L+>]xqf5Vnl\U_npwU? determination as to what minimum separation distances and special construction endstream endobj startxref (Class IV) compacted to 95% of Standard Proctor maximum density. State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. Rules c) Water 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): i) The sewer shall either be constructed with water main pipe editions or amendments) for a working pressure equal to or greater than the set out in subsection (c)(2)(B) above and shall require that any select criteria for sanitary sewer main and water main separation cannot be met are shown in Figures 1 and 2. the sanitary sewer force main and the water main cross, an 18-inch vertical Appurtenances," ANSI/AWWA C600-93 (1994) (no later editions or amendments) B) The 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. A vertical separation of at least 12 inches between the bottom of the sewer and the top of the 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. C) The subsection (a) or (b), a sanitary sewer force main must have at least the seepage beds by a minimum of 25 feet. sewer service connections. The vertical separation shall be H, Drawing No. length of water main pipe must be centered over the sewer to be crossed with The distance must be measured edge to edge. mains must be laid at least 10 feet horizontally from any existing or proposed hbbd``b`Z$q "n He"XA1 Hb``D'3j0 located within 10 feet horizontally of the outer edge of any sewer or drain Download Notice of Plumbing Code Variance, Behavioral Risk Factor Surveillance System, Pregnancy Risk Assessment Monitoring System, Testing at Schools and Child Care Facilities, Grant Accountability and Transparency (GATA). It looks like your browser does not have JavaScript enabled. 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