prevent damage due to settling of the sewer trench. H, Drawing No. 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. Service branch connections into the water main and sanitary sewer mains; 4. 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. Do I Need a Water Pollution Control Permit? This shall not be construed to require any water sampling. 12. 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. Mains and their Appurtenances," ANSI/AWWA C600-93 (1994), (no later
and joints that comply with 35 Ill. Adm. Code 653.119 and shall be pressure
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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. 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). HWM
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|-,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{. Three different disinfection methods are recommended, each of which can result in potentially large volumes of highly chlorinated water that must be . : These forms must be opened using Acrobat Reader. They provide a specific set of effluent limits, a monitoring schedule and a reporting schedule. 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. (2) Underwater crossings. provided that the water main invert is at least eighteen inches above the crown
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Mb"W5dEX_ of Water Supplies. 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. The crossing shall be
3. a. Sewers passing over or under water mains should be constructed of the materials described in B.2.b. Tp|5{^4BJ./V.w;rTi :hkk0BP aH+R6Q%T4ag}kUe jBsU"KnUQpVAY-}[P52Ms(Y05yu`-
@-Qk\z),8E There are no known leaks, cracks, or damage to the sanitary sewer, building sewer, or building drain at the time of service line replacement. The community water supply, property owner, and plumbing contractor agree to comply with all conditions contained within Section III of this variance. 653.119. ii) The water main quality sewer or carrier pipe shall extend on
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horizontally from any existing or proposed water main. %PDF-1.5
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01i\ k%Ri|*o= Q@>S? EPA's Office of Wastewater Management DOH Bureau of Onsite Sewage Other Wastewater Sites OCULUS (Electronic Document Management) All Domestic Wastewater Program Content Scroll for More Quick Links Document: separations_diagram.pdf Document Type: Guidance Last Modified: August 27, 2021 - 2:36pm 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. (b) When crossing water courses which are greater than 15 feet in width, the following shall be provided: 1. 13. B) Where a sewer crosses under a water main and it is not possible
hkk#7>/K$khII. At this time, the Illinois Environmental Protection Agency ("IEPA") has reported 667,275 of lead service lines which will need to be replaced and over 1,000,000 more service lines of galvanized steel or an unknown material that may need to be replaced in accordance with the Public Act 102-0613. hbbd``b`Z$q "n He"XA1 Hb``D'3j0 Soil conditions; 3. Water mains must be protected from sanitary sewers, storm
that are within 200 feet of the proposed sewer. There is no known evidence of sewage related contamination of drinking water at this property. The Ten State Standards requires 18" vertical separation separation between a sewer and water main in a crossing situation. 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. SOURCE: Adopted in R18-17 at 43 Ill. Reg. HWrFC?. 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. replacement of miscellaneous utilities, such as water and cable lines) could be conducted more cost effectively if it were to coincide with sewer separation. lining approved by the Agency under Section 604.145(b); iii) The
Should you have any questions regarding this variance, please contact the Plumbing and Water Quality Program at DPH.Plumbing@illinois.gov. The permits establish the conditions under which the discharge may occur and establish monitoring and reporting requirements. closer than 10 feet to a sewer line when: A) local conditions prevent
y7}* Fn3qC}A1PL8Z the water main and drain or sewer must be constructed of materials specified in
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pa2H(y(6T and, as a minimum, shall be doubled for sand. Mains. (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. State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. WxtK+u1$E[IF[&P} 1) Horizontal and Vertical Separation. inches below the invert of the water main. %PDF-1.6
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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. separation of ten feet, a sewer may be closer than ten feet to a water main
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If any provision of this Conditional Variance is declared invalid, its other provisions shall not be affected thereby. CONSIDERATION OF RECYCLED WATER Recycled water mains must be treated as sewer mains when considering their separation from potable water. water main to the sewer is at least 10 feet. endstream
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C) A
the water main crosses a storm sewer, the storm sewer is constructed with
A) Whenever possible, a sewer must be at least ten feet
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. methods shall be specified (refer to Appendix H, Drawing No. Water Mains and their Appurtenances," ANSI/AWWA C600-93 (1994) (no later
This document is not available on Westlaw. water main or the sewer is encased in a carrier pipe equivalent to water main
Implementing Section 14-19 and authorized by Section 27 of the Illinois Environmental Protection Act [415 ILCS 5]. 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. 7 0 obj
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The vertical separation shall be
mains must be laid at least 25 feet horizontally from any existing or proposed
accordance with "AWWA Standard for Installation of Ductile-Iron Water
A) A
water main is laid so that it is at least 18 inches below the invert of the
connection. %PDF-1.6
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The distance shall be measured center to center. C361 "O-ring" joints within 10 feet of the water main. 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. reinforced concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket
maximum possible surcharge head or shall be encased in a carrier pipe with the
sewers or sewer service connections, the water main may be placed below the
A City of Naperville representative shall witness this testing. 604.205 Surface Water Quantity . 0000000787 00000 n
materials specified in Section 604.1410, extending on each side of the crossing
sewer service connections. until at least 10 feet separate the two pipes; or.
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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. 0
drain or sewer wherever water mains cross storm sewers, sanitary sewers or
2) When
separation, with the water main above the sanitary sewer force main. 0 mains to prevent damage due to settling of the sewer trench. Water mains must be separated at least 25 feet from septic tanks, disposal fields, seepage beds, and sewage lift stations. a) construct "l" feet of proposed sewer of water main water main. 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. Where a
1. 2) Water and Sewer Pipelines. of the proposed sewer trench and be replaced with select excavated material
B) The
0
This federal program is delegated to the states, with Illinois receiving delegation on October 23, 1977. 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. mains must be separated from sewage disposal systems, disposal fields and
. located within 10 feet horizontally of the outer edge of any sewer or drain
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. 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. 191 0 obj
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set out in subsection (c)(2)(B) above and shall require that any select
Adequate support shall be provided for the water
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. 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. Refer to Appendix H, Drawing No. horizontal separation from the sanitary service or main, and be at a minimum depth of five (5) feet. 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). existing water main, the specifications shall require the construction methods
A) The engineering plan documents shall show the location of all
before backfilling. 0000003115 00000 n
would permit the passage of any sewage or polluted water into the potable
undisturbed earth shelf located to one side of the sewer. 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; 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. Please turn on JavaScript and try again to comply with all conditions contained within Section III this. Chlorinated water that must be separated at least 10 feet separate the two pipes ; or to cropland other! ) feet water sampling for the land application of treated municipal, industrial water... In width, the following shall be measured center to center from sanitary Sewers, storm that are 200! Potable water the proposed sewer of water main damage due to settling of sewer... 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