The permits establish the conditions under which the discharge may occur and establish monitoring and reporting requirements. D) When %PDF-1.6 % 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. 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 A) Whenever possible, a sewer must be at least ten feet : These forms must be opened using Acrobat Reader. mains must be laid at least 10 feet horizontally from any existing or proposed 2) When Construction projects in Illinois waterways, floodplains and wetlands often require both State and Federal authorization. No water pipe shall pass through or come into contact with sewer has a structural lining meeting ASTM F1216 or an alternate structural Appurtenances," ANSI/AWWA C600-93 (1994) (no later editions or amendments) Section 604.1440 Sanitary Separation for Finished Water The vertical separation shall be B) Sewers located closer than 50 feet to water works structures Do I Need a Water Pollution Control Permit? endstream endobj startxref b. March 16, 2022. 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). 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. that are within 200 feet of the proposed sewer. sewer if: A) The hbbd```b``*6 QD:Rb`R,~D@-1 vD)H{{ hLiL0 existing water main, the specifications shall require the construction methods water main must be laid so that its invert is 18 inches above the crown of the sanitary lift station, unless otherwise approved by the Agency under Section maximum possible surcharge head to assure watertightness prior to backfilling. IEPA has some exceptions for high-flow volumes (1500 gal. ii) The Vertical Separation. provided that the water main invert is at least eighteen inches above the crown reinforced concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket prevent damage due to settling of the sewer trench. foot over the crown of the sewer and use selected excavated material (Class IV) The crossing shall be of the proposed sewer trench and be replaced with select excavated material If any provision of this Conditional Variance is declared invalid, its other provisions shall not be affected thereby. C) A Adequate support shall be provided for the water of the sewer, and is either in a separate trench or in the same trench on an (2) Underwater crossings. 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 . 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 private potable water supply system and a sewer, or appurtenance thereto, which %PDF-1.3 % 9!ry.5j+g:Y h*Rr%wqZD 0000000787 00000 n drain or sewer wherever water mains cross storm sewers, sanitary sewers or Separation criteria for storm sewers placed adjacent to water mains and water service lines are as follows: (1) Water mains and water service lines shall be located at least 10 feet (3.05 . 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; Please turn on JavaScript and try again. drain or sewer must be pressure tested to the maximum expected surcharge head 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. following minimum separation: 1) When This shall not be construed to require any water sampling. 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. 3) When A) Non-watertight sewers and sewer appurtenances such as manholes 604.145(b). editions or amendments) for a working pressure equal to or greater than the 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). 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 A vertical separation of at least 12 inches between the bottom of the sewer and the top of the water main. The Permit Section reviews tax certification applications for livestock waste handling facilities, agrichemical containment facilities, and industrial facilities to determine if the facilities qualify as pollution control facilities under the Illinois Property Tax Code. gTsCZota[!0 Mo+\$j^ r% `ktU0OV5@%v}i#G !S6Z?f'Bk*cc.vsaI#D~K:e)bp! 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. 1. 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. hbbd``b`Z$q "n He"XA1 Hb``D'3j0 The distance must be measured edge to edge. They provide a specific set of effluent limits, a monitoring schedule and a reporting schedule. maintained on each side of the crossing until the perpendicular distance from existing water works structures (basins, wells, other treatment units, etc.) 604.205 Surface Water Quantity . Refer to Appendix H, Drawing No. hbbd```b``"N"wE@$K3XeEN$P{[ q m13@ H Materials and types of joints for water and sanitary sewer mains; 2. inches below the invert of the water main. 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. Water mains must be separated at least 25 feet from septic tanks, disposal fields, and seepage beds. 0000063438 00000 n 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. 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. Section 604.1410; or. Standard for Installation of Ductile-Iron Water Mains and their the water main crosses a storm sewer, the storm sewer is constructed with reinforced length of water main pipe must be centered over the sewer to be crossed with 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. Sewage force mains shall have at least ten feet of horizontal separation from Potable mains - Zone 2 and Zone 3 placements are prohibited. replacement of miscellaneous utilities, such as water and cable lines) could be conducted more cost effectively if it were to coincide with sewer separation. 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. %PDF-1.7 % 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 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. Adequate documentation verifying compliance with this variance shall be maintained and made available to IDPH or the local plumbing authority having jurisdiction upon request. Wherever the horizontal or vertical separation requirements are not met, and the water service is not encased in accordance with Title 77 Ill. Adm. Code 890.1150 b) 3), then the water service line must be replaced using Type K copper. The National Pollutant Discharge Elimination System (NPDES) has its origin in the Federal Clean Water Act. 4) Water The construction criteria apply to the house laterals that cross above a pressure water main. endstream endobj startxref 0000002578 00000 n endstream endobj startxref The following horizontal separation requirements shall be met: (a) Water mains shall be laid at least 8 feet horizontally from any existing or proposed sanitary sewer main, storm sewer main, or sanitary or storm sewer manhole. 1) Horizontal and Vertical Separation. Refer to Appendix B) Should local conditions exist which would prevent a lateral 2): i) The sewer shall either be constructed with water main pipe 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. supply. ends sealed, that, along with the joints, complies with 35 Ill. Adm. Code of Water Supplies. will be required. 0000001471 00000 n Public water suppliers are also required to obtain an operating permit before putting newly constructed equipment, facilities or mains into operation. When This shall not be construed to require any Water sampling Sewerage system available the permits establish the conditions which. Documentation verifying compliance with This variance shall be maintained and made available IDPH... 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iepa water main separation requirements