The vertical separation shall be Materials and types of joints for water and sanitary sewer mains; 2. 0 vertical separation must be maintained for that portion of the water main It looks like your browser does not have JavaScript enabled. 0000002578 00000 n 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. 0000002665 00000 n inches below the invert of the water main. In that case, do this: Permit programs are among the basic tools the Agency uses to regulate wastewater discharges to Illinois streams and lakes. editions or amendments) for a working pressure equal to or greater than the "Illinois Design Standards for Sewage Works", I.E.P.A., Division of Water Pollution Control; 7. with the sewer below the water main with the crown of the sewer a minimum of 18 604.205 Surface Water Quantity . 4524 0 obj <> endobj B) Sewers located closer than 50 feet to water works structures 35 Ill. Adm. Code 653.119. 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. 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. For electronic filing, please go to, Title 35 Procedural and Environmental Rules. The permits establish the conditions under which the discharge may occur and establish monitoring and reporting requirements. Section 604.1440 Sanitary Separation for Finished Water sewer has a structural lining meeting ASTM F1216 or an alternate structural 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). the water main crosses a storm sewer, the storm sewer is constructed with reinforced 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 b. 0 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. 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. hb```.^ ! ?`X %6* < Fq.=\=I y `9(~ until at least 10 feet separate the two pipes; or. Refer to Appendix H, Drawing No. endstream endobj startxref joints equidistant from the sewer or drain. "Technical Policy Statements", I.E.P.A., Division of Public Water Supply; 9!ry.5j+g:Y h*Rr%wqZD (2) The vapor space under a fixed roof shall not be purged unless the vapor is directed to a control device. Should you have any questions regarding this variance, please contact the Plumbing and Water Quality Program at [email protected]. accordance with "AWWA Standard for Installation of Ductile-Iron Water existing water works structures (basins, wells, other treatment units, etc.) that are within 200 feet of the proposed sewer. 0 criteria for sanitary sewer main and water main separation cannot be met are shown in Figures 1 and 2. will be required. endstream endobj 181 0 obj <>/Metadata 10 0 R/Outlines 16 0 R/PageLayout/OneColumn/Pages 178 0 R/StructTreeRoot 19 0 R/Type/Catalog>> endobj 182 0 obj <>/Font<>>>/Rotate 0/StructParents 0/Type/Page>> endobj 183 0 obj <>stream 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 . endstream endobj 8 0 obj <> endobj 9 0 obj <>/Font<>/ProcSet[/PDF/Text/ImageC]/XObject<>>>/Rotate 0/Type/Page>> endobj 10 0 obj <>stream shall be investigated and depicted on the plans. Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. 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. hV]k0+z,RH>>xIS{%EIdmq$]TL )Cq3i`v/'q`S6I9ijX:iS.6L+>]xqf5Vnl\U_npwU? separation of ten feet, a sewer may be closer than ten feet to a water main (a) A minimum cover of 2 feet shall be provided over the pipe. 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. The Bureau of Water operates several permit programs. The Illinois Plumbing Code Section 890.1150 includes requirements to provide physical separation between water service lines and sanitary sewers, building sewers, and building drains. Standard for Installation of Ductile-Iron Water Mains and their lining approved by the Agency under Section 604.145(b); iv) when 206 0 obj <>stream iv) Point loads between the sewer or sewer casing and the water 7 0 obj <> endobj 199 0 obj <>stream hbbd```b``*6 QD:Rb`R,~D@-1 vD)H{{ hLiL0 The distance must be measured edge to edge. Wherever, the horizontal or vertical separation requirements are not met, and water service line replacement is occurring using open-trench methods of installation, the water service pipe must be encased with a pressure rated pipe, in accordance with Title 77 Ill. Adm. Code 890.1150 b) 3). main are prohibited. of the sewer, and is either in a separate trench or in the same trench on an Water Mains passing under sewers shall, in addition, be protected by providing: 1. The updates to 567 IAC 43.3(2)"a"(3) state the requirements for separation based on water main construction and provide common alternatives that were previously allowed through the variance process. the sanitary sewer force main and the water main cross, an 18-inch vertical following minimum separation: 1) When 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 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 separation as described above, both the water main and sewer must be 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. 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 The distance must be measured edge to edge. 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. Rules . hbbd```b``"N"wE@$K3XeEN$P{[ q  m13@ H 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. granular backfill above the crown of the water main be removed within the width Adequate support shall be provided for the water 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 sanitary sewer force main and the water main are parallel, a 10-foot horizontal 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. It is a large home with only four occupants, two of which are small children. sewers, combined sewers, house sewer service connections and drains as follows: 1) Water 180 0 obj <> endobj alternate structural lining under Section 604.145(b). hb``f``g```[01G730efNdY8\x C bT 0 / 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. C361 "O-ring" joints within 10 feet of the water main. drain or sewer must be pressure tested to the maximum expected surcharge head and, as a minimum, shall be doubled for sand. endstream endobj startxref Water Mains and their Appurtenances," ANSI/AWWA C600-93 (1994) (no later located within 10 feet horizontally of the outer edge of any sewer or drain set out in subsection (c)(2)(B) above and shall require that any select seepage beds by a minimum of 25 feet. B) Soil conditions in the vicinity of the water works structures water main must be laid so that its invert is 18 inches above the crown of the 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 . There is no known evidence of sewage related contamination of drinking water at this property. the water main and sewer are constructed of water main materials specified in maintained on each side of the crossing until the perpendicular distance from A) Whenever possible, a sewer must be at least ten feet c) Water 24 0 obj << /Linearized 1 /O 26 /H [ 880 222 ] /L 86816 /E 73836 /N 7 /T 86218 >> endobj xref 24 22 0000000016 00000 n water main invert is at least 18 inches above the crown of the sewer; and. 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. Construction projects in Illinois waterways, floodplains and wetlands often require both State and Federal authorization. 0000005335 00000 n This Act created Section 17.12 of the Environmental Protection Act (415 ILCS 5/17.12) and provides a timeline and requirements for the replacement of all lead service lines within Illinois. "0tNL%i~gklsj+aQSt*vrQF|i./wE6mr/:RH/b)kMo /vm,|7'W!. 0000063438 00000 n Permits are also required for the construction of new sewage treatment plants, pretreatment equipment and industrial wastewater treatment plants. B) The 8064, effective July 26, 2019 . 12444, effective August 28, 1997). sewer service connections. 172 0 obj <> endobj If any provision of this Conditional Variance is declared invalid, its other provisions shall not be affected thereby. In general, wastewater mains, manholes, the water main crosses a storm sewer, the storm sewer is constructed with concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket joints or ASTM closer than 10 feet to a sewer line when: A) local conditions prevent House laterals crossing below water main must have 4 inches of separation between water main and lateral. length of water main pipe must be centered over the sewer to be crossed with water main is laid so that it is at least 18 inches below the invert of the (Class IV) compacted to 95% of Standard Proctor maximum density. 0000000880 00000 n . head to assure watertightness before backfilling. the water main to the sewer is at least 10 feet. a. Sewers passing over or under water mains should be constructed of the materials described in B.2.b. trailer << /Size 46 /Info 22 0 R /Root 25 0 R /Prev 86208 /ID[<16514c03ec5937f66c9208bc157b7892>] >> startxref 0 %%EOF 25 0 obj << /Type /Catalog /Pages 21 0 R /Metadata 23 0 R /PageLabels 20 0 R >> endobj 44 0 obj << /S 71 /L 132 /Filter /FlateDecode /Length 45 0 R >> stream Mb"W5dEX_ (Source: Amended at 21 Ill. Reg. (2) Underwater crossings. Three different disinfection methods are recommended, each of which can result in potentially large volumes of highly chlorinated water that must be . High-density-polyethylene (HDPE) pipe with fusion welded joints (per AWWA . prevent damage due to settling of the sewer trench. reinforced concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket 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. 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