B) The 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. Mains and their Appurtenances," ANSI/AWWA C600-93 (1994), (no later %PDF-1.5 % ?yP \O^R3?yW9?|:n. Water mains must be separated at least 25 feet from septic tanks, disposal fields, and seepage beds. 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 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 hV]k0+z,RH>>xIS{%EIdmq$]TL )Cq3i`v/'q`S6I9ijX:iS.6L+>]xqf5Vnl\U_npwU? iv) Point loads between the sewer or sewer casing and the water Should you have any questions regarding this variance, please contact the Plumbing and Water Quality Program at DPH.Plumbing@illinois.gov. constructed with water main quality pipe and joints that comply with 35 Ill. All such pipe shall be pressure tested in 4524 0 obj <> endobj 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. accordance with "AWWA Standard for Installation of Ductile-Iron Water 1) Water mains must be laid at least 10 feet horizontally from any existing or proposed drain, storm sewer, sanitary sewer, combined sewer or sewer service connection. a) construct "l" feet of proposed sewer of water main water main. d) Notwithstanding the sanitary sewer force main and the water main cross, an 18-inch vertical 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. (Source: Amended at 21 Ill. Reg. Service branch connections into the water main and sanitary sewer mains; 4. separation as described above, both the water main and sewer must be 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. 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. existing water main, the specifications shall require the construction methods Refer to Appendix H, Drawing No. 35 Ill. Adm. Code 653.119. %PDF-1.6 % hbbd```b``*6 QD:Rb`R,~D@-1 vD)H{{ hLiL0 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 prevent damage due to settling of the sewer trench. Message - California Code of Regulations. 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 Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. 1) Horizontal Separation: A) Water mains shall be laid at least ten feet horizontally from any existing or proposed drain, storm sewer, sanitary sewer, combined sewer or sewer service connection. They provide a specific set of effluent limits, a monitoring schedule and a reporting schedule. sewers, combined sewers, house sewer service connections and drains as follows: 1) Water 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. %PDF-1.5 % 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. lining approved by the Agency under Section 604.145(b); iii) The There are no known leaks, cracks, or damage to the sanitary sewer, building sewer, or building drain at the time of service line replacement. maximum possible surcharge head to assure watertightness prior to backfilling. Section 604.1440 Sanitary Separation for Finished Water structures. The state construction / operating permit program is based in the state Environmental Protection Act and the regulations developed by the Illinois Pollution Control Board. 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 water main is either in a separate trench or in the same trench on an 0000032045 00000 n hb```,b@(g1;(CP 4k'C>W_LL$Yy32GD3SMF30UL{ U] drain or sewer wherever water mains cross storm sewers, sanitary sewers or 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 HWrFC?. %%EOF 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). 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. 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$6|~31Lwzk4 C361 "O-ring" joints within 10 feet of the water main. 0 172 0 obj <> endobj of the proposed sewer trench and be replaced with select excavated material The vertical separation shall be maintained for that portion of the water main located within ten feet horizontally of any sewer or drain crossed. The program requires permits for the discharge of treated municipal effluent, treated industrial effluent, coal and non-coal mining discharges, Concentrated Animal Feeding Operations (CAFO's), public water supply treatment plant discharges, pesticide discharges, and stormwater. 0000002893 00000 n This shall not be construed to require any water sampling. 9!ry.5j+g:Y h*Rr%wqZD WxtK+u1$E[IF[&P} closer than 10 feet to a sewer line when: A) local conditions prevent A) The engineering plan documents shall show the location of all lining approved by the Agency under Section 604.145(b); iv) when The permits establish the conditions under which the discharge may occur and establish monitoring and reporting requirements. 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 . : These forms must be opened using Acrobat Reader. and wetwells shall not be located closer than 50 feet from water works The distance must be measured edge to edge. C) If it is impossible to obtain proper horizontal and vertical of the sewer, and is either in a separate trench or in the same trench on an that are within 200 feet of the proposed sewer. provided that the water main invert is at least eighteen inches above the crown They provide facility owners and the public with a discharge specific interpretation of the law and regulations. mains must be laid at least 10 feet horizontally from any existing or proposed subsection (a) or (b), a sanitary sewer force main must have at least the the risk of sanitary contamination, including: i) Both Compensating variations in the horizontal and vertical separations; 5. water main to the sewer is at least 10 feet. 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. 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. 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. Soil conditions; 3. Section 604.1410, extending on each side of the crossing until at least 10 feet 206 0 obj <>stream Zone B requirements, the sanitary sewer main should be constructed of one of the following: 1. 2) When concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket joints or ASTM b. a. Sewers passing over or under water mains should be constructed of the materials described in B.2.b. The Bureau of Water operates several permit programs. the water main crosses a storm sewer, the storm sewer is constructed with reinforced Adm. Code 653.119 and shall be pressure tested in accordance with "AWWA the water main to the sewer is at least 10 feet. B) The replacement of miscellaneous utilities, such as water and cable lines) could be conducted more cost effectively if it were to coincide with sewer separation. iv) When 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. Having Trouble Opening These Forms? 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. March 16, 2022. 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. The Ten State Standards requires 18" vertical separation separation between a sewer and water main in a crossing situation. 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. 12444, effective August 28, 1997). Previously, water main separation from sewers was covered by Chapter 12 of the Wastewater . This document is not available on Westlaw. B) Should local conditions exist which would prevent a lateral The water main must not pass through or come into contact with a manhole. to provide an 18-inch vertical separation, the following special construction shall be constructed with water main quality pipe and joints that comply with {U']h@T,k6@Y '(MFE`iL;LB Z;n*)uMSUQF3:-g](|2.vl7b Mb"W5dEX_ joints or ASTM C361 "O-ring" joints within 10 feet of the water main. ends sealed, that, along with the joints, complies with 35 Ill. Adm. Code alternate structural lining under Section 604.145(b). %%EOF b) Location Relative to Water Works Structures. 0000003115 00000 n Permits can also provide the facility owner with an approval of the treatment systems about to be built. The crossing shall be arranged so that the sewer joints will be equidistant and as far as possible from the water main joints. 1. (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. hbbd``b`9$DL@(h d1002 l 23 0 obj <>stream ` > head to assure watertightness before backfilling. Requirements for Sewer Construction Page 7-6 The following items are required for a proposed force main: A plan and profile drawing are required identifying high and low points and point of discharge; For a public force main the minimum diameter is four inches or a pipe size that 604.205 Surface Water Quantity . it is impossible to meet subsection (a)(1) or (a)(2), the following Mains. Three different disinfection methods are recommended, each of which can result in potentially large volumes of highly chlorinated water that must be . 01i\ k%Ri|*o= Q@>S? 9\vU\^P 3 e=7 TmJ/OquU2H() Vb?Wc>o(fi?)^+ o[ G sanitary lift station, unless otherwise approved by the Agency under Section hTkQ,^J!) v) Adequate support shall be provided for the water main to CONSIDERATION OF RECYCLED WATER Recycled water mains must be treated as sewer mains when considering their separation from potable water. 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. 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. maximum possible surcharge head or shall be encased in a carrier pipe with the B) Soil conditions in the vicinity of the water works structures 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. set out in subsection (c)(2)(B) above and shall require that any select SOURCE: Adopted in R18-17 at 43 Ill. Reg. '}2)[~u;1hPqO:zM@ydpkK)oG1y:)F4+m^hlh2]8v0"s{UG1W;3wht4idFB[vkh_{T 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. determination as to what minimum separation distances and special construction vertical separation must be maintained for that portion of the water main %PDF-1.6 % A City of Naperville representative shall witness this testing. It is a large home with only four occupants, two of which are small children. 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. sewer has a structural lining meeting ASTM F1216 or an alternate structural 0 0 endstream endobj startxref C) Where it is not possible for a proposed sewer to cross under an sewer if: A) The Appurtenances," ANSI/AWWA C600-93 (1994) (no later editions or amendments) 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. 2.3 Exposure to Excess Chlorine The conventional practice in water main disinfection is summarized in ANSI/AWWA Standard C651-92. methods shall be specified (refer to Appendix H, Drawing No. 0 Vertical Separation. 0000002578 00000 n 12. of Water Supplies. The crossing shall be sewer has a structural lining meeting ASTM F1216. 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 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. 604.200 General Requirements . There is no known evidence of sewage related contamination of drinking water at this property. 604.145(b). 0nu<6owK?mVvooaeV/rW2Mv(GG&e3-qh=)[\n\7b:A"zzT? (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. 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