iepa water main separation requirements

7 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. 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. '}2)[~u;1hPqO:zM@ydpkK)oG1y:)F4+m^hlh2]8v0"s{UG1W;3wht4idFB[vkh_{T There are no known leaks, cracks, or damage to the sanitary sewer, building sewer, or building drain at the time of service line replacement. sanitary lift station, unless otherwise approved by the Agency under Section (Source: Amended at 21 Ill. Reg. Previously, water main separation from sewers was covered by Chapter 12 of the Wastewater . 2) When The vertical separation shall be 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. The distance must be measured edge to edge. mains to prevent damage due to settling of the sewer trench. Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. Water mains must be separated at least 25 feet from septic tanks, disposal fields, seepage beds, and sewage lift stations. endstream endobj startxref 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; following minimum separation: 1) When it is impossible to meet subsection (a)(1) or (a)(2), the following (2) The vapor space under a fixed roof shall not be purged unless the vapor is directed to a control device. 23 0 obj <>stream 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. 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. 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. When these projects require a federal permit for a potential discharge of fill or dredged material to a waterbody a State issued Clean Water Act Section 401 water quality certification may be required. 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. 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. ii) The iv) Point loads between the sewer or sewer casing and the water Where a (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. 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) Sewers located closer than 50 feet to water works structures No sewer shall be located closer than 10 feet from water works structures. 01i\ k%Ri|*o= Q@>S? vertical separation must be maintained for that portion of the water main maximum possible surcharge head or shall be encased in a carrier pipe with the : These forms must be opened using Acrobat Reader. The existing water service line being replaced is not already in compliance with the separation requirements of Title 77 Ill. Adm. Code Section 890.1150. 9\vU\^P 3 e=7 TmJ/OquU2H() Vb?Wc>o(fi?)^+ o[ G %PDF-1.5 % 0000005658 00000 n It is a large home with only four occupants, two of which are small children. 0000001102 00000 n seepage beds by a minimum of 25 feet. A) Whenever possible, a sewer must be at least ten feet What is the separation requirement between water mains and sewage lift stations? %PDF-1.3 % drain or sewer must be pressure tested to the maximum expected surcharge head %PDF-1.7 % A) A b. iv) When head to assure watertightness before backfilling. editions or amendments) for a working pressure equal to or greater than the ?yP \O^R3?yW9?|:n. 604.145(b). 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 the sanitary sewer force main and the water main are parallel, a 10-foot horizontal 4) Water 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. Refer to Appendix B) The The Ten State Standards requires 18" vertical separation separation between a sewer and water main in a crossing situation. separation shall be maintained. 0000002578 00000 n 172 0 obj <> endobj C) A to provide an 18-inch vertical separation, the following special construction Sewage force mains shall have at least ten feet of horizontal separation from Potable mains - Zone 2 and Zone 3 placements are prohibited. 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. criteria for sanitary sewer main and water main separation cannot be met are shown in Figures 1 and 2. ends sealed, that, along with the joints, complies with 35 Ill. Adm. Code 0000002033 00000 n iii) For the required length of the water main quality sewer or Section 604.1440 Sanitary Separation for Finished Water gTsCZota[!0 Mo+\$j^ r% `ktU0OV5@%v}i#G !S6Z?f'Bk*cc.vsaI#D~K:e)bp! Please turn on JavaScript and try again. Construction projects in Illinois waterways, floodplains and wetlands often require both State and Federal authorization. hb``f``g```[01G730efNdY8\x C bT 0 / Rules water main to the sewer is at least 10 feet. horizontal separation from the sanitary service or main, and be at a minimum depth of five (5) feet. Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. the water main and sewer are constructed of water main materials specified in 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. 0000002665 00000 n 0000054831 00000 n separation as described above, both the water main and sewer must be House laterals crossing below water main must have 4 inches of separation between water main and lateral. hbbd``b`Z$q "n He"XA1 Hb``D'3j0 existing water main, the specifications shall require the construction methods that are within 200 feet of the proposed sewer. B) Soil conditions in the vicinity of the water works structures 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. separates the two pipes; ii) The sewers or sewer service connections, the water main may be placed below the 0000002617 00000 n Q 2) Water mains may be laid In general, wastewater mains, manholes, 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. 0 . oQ,+ya5df;O}wmn. Public water suppliers are also required to obtain an operating permit before putting newly constructed equipment, facilities or mains into operation. The They provide facility owners and the public with a discharge specific interpretation of the law and regulations. undisturbed earth shelf located to one side of the sewer. 206 0 obj <>stream Adequate documentation verifying compliance with this variance shall be maintained and made available to IDPH or the local plumbing authority having jurisdiction upon request. 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. structures. 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. the water main crosses a storm sewer, the storm sewer is constructed with Storm sewers and sanitary sewers are considered the same as far as water main separation requirements. hb```.^ ! ?`X %6* < Fq.=\=I y `9(~ 0000032045 00000 n Service branch connections into the water main and sanitary sewer mains; 4. 604.210 Surface Water Quality . and, as a minimum, shall be doubled for sand. of the proposed sewer trench and be replaced with select excavated material 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. 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 lining approved by the Agency under Section 604.145(b); iii) The HWrFC?. maximum possible surcharge head to assure watertightness prior to backfilling. 604.200 General Requirements . 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. endstream endobj startxref 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 Standard for Installation of Ductile-Iron Water Mains and their located within 10 feet horizontally of the outer edge of any sewer or drain sewer has a structural lining meeting ASTM F1216 or an alternate structural State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. 2.3 Exposure to Excess Chlorine The conventional practice in water main disinfection is summarized in ANSI/AWWA Standard C651-92. View resources on sanitary surveys. each side of the crossing to a point where the perpendicular distance from the 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." 1) When All plumbing system modifications and installations shall be installed by individuals authorized to perform plumbing in accordance with the Illinois Plumbing License Law (225 ILCS 320). Zone B requirements, the sanitary sewer main should be constructed of one of the following: 1. v) Adequate support shall be provided for the water main to requirements must be met: i) Both A vertical separation of at least 12 inches between the bottom of the sewer and the top of the water main. set out in subsection (c)(2)(B) above and shall require that any select %%EOF 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. 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iepa water main separation requirements