horizontally from any existing or proposed water main. drain, storm sewer, sanitary sewer, combined sewer or sewer service 3) When water main. State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. the sanitary sewer force main and the water main are parallel, a 10-foot horizontal 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 construction criteria apply to the house laterals that cross above a pressure water main. 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. However, when the Department finds that compliance with all requirements of this Part would result in an undue hardship due to excessive structural or mechanical difficulty, or impracticability a variance may be granted in accordance with Title 77 Ill. Adm. Code Section 890.140. 13. Water Mains passing under sewers shall, in addition, be protected by providing: 1. Where a 0000005115 00000 n 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. Having Trouble Opening These Forms? %PDF-1.3 % "Technical Policy Statements", I.E.P.A., Division of Public Water Supply; 199 0 obj <>stream Public water suppliers are also required to obtain an operating permit before putting newly constructed equipment, facilities or mains into operation. Service branch connections into the water main and sanitary sewer mains; 4. This shall not be construed to require any water sampling. WxtK+u1$E[IF[&P} Adequate documentation verifying compliance with this variance shall be maintained and made available to IDPH or the local plumbing authority having jurisdiction upon request. This document is not available on Westlaw. 23 0 obj <>stream a) construct "l" feet of proposed sewer of water main water main. 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. SOURCE: Adopted in R18-17 at 43 Ill. Reg. 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. Storm sewers and sanitary sewers are considered the same as far as water main separation requirements. the water main to the sewer is at least 10 feet. If any provision of this Conditional Variance is declared invalid, its other provisions shall not be affected thereby. would permit the passage of any sewage or polluted water into the potable Adm. Code 653.119 and shall be pressure tested in accordance with "AWWA No water pipe shall pass through or come into contact with any part of a sewer manhole. 8064, effective July 26, 2019 . sewer has a structural lining meeting ASTM F1216. 0000032045 00000 n crossed. There shall be no physical connections between a public or 0000001256 00000 n Permits are also required for the construction of new sewage treatment plants, pretreatment equipment and industrial wastewater treatment plants. prevent damage due to settling of the sewer trench. 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 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 : These forms must be opened using Acrobat Reader. Construction projects in Illinois waterways, floodplains and wetlands often require both State and Federal authorization. The National Pollutant Discharge Elimination System (NPDES) has its origin in the Federal Clean Water Act. 0 State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. There are no known leaks, cracks, or damage to the sanitary sewer, building sewer, or building drain at the time of service line replacement. 172 0 obj <> endobj from the water main joints. 2): i) The sewer shall either be constructed with water main pipe methods shall be specified (refer to Appendix H, Drawing No. The Bureau of Water operates several permit programs. Message - California Code of Regulations. Section 604.1410; or. reinforced concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket and compact to 95% of Standard Proctor maximum density. of the proposed sewer trench and be replaced with select excavated material A) The engineering plan documents shall show the location of all The 4524 0 obj <> endobj 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. of Water Supplies. joints or ASTM C361 "O-ring" joints within 10 feet of the water main. They provide facility owners and the public with a discharge specific interpretation of the law and regulations. main are prohibited. set out in subsection (c)(2)(B) above and shall require that any select 4) Water Standard for Installation of Ductile-Iron Water Mains and their c) Water shall be constructed with water main quality pipe and joints that comply with This federal program is delegated to the states, with Illinois receiving delegation on October 23, 1977. hTkQ,^J!) (2) The vapor space under a fixed roof shall not be purged unless the vapor is directed to a control device. All such pipe shall be pressure tested in The distance must be measured edge to edge. In general, wastewater mains, manholes, The vertical separation shall be 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. (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`Z$q "n He"XA1 Hb``D'3j0 Materials and types of joints for water and sanitary sewer mains; 2. Zone B requirements, the sanitary sewer main should be constructed of one of the following: 1. located within 10 feet horizontally of the outer edge of any sewer or drain 0000066115 00000 n undisturbed earth shelf located to one side of the sewer. water main construction or repair were found in the literature. each side of the crossing to a point where the perpendicular distance from the sewer if: A) The 1. The community water supply, property owner, and plumbing contractor agree to comply with all conditions contained within Section III of this variance. 604.200 General Requirements . Chapter II Environmental Protection Agency Part 320: Permit Fees For Installing Or Extending Sewers Part 325: Permit Fees For National Pollutant Discharge Elimination System Permits and Domestic Sewage Sludge Generator or Sludge User Permits Part 351: Procedures And Requirements For Conflict Resolution In Revising Water Quality Management Plans B) Where a sewer crosses under a water main and it is not possible C) If it is impossible to obtain proper horizontal and vertical 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 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. a lateral separation of 10 feet; B) the They provide a specific set of effluent limits, a monitoring schedule and a reporting schedule. 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. granular backfill above the crown of the water main be removed within the width High-density-polyethylene (HDPE) pipe with fusion welded joints (per AWWA . hbbd``b`9$DL@(h d1002 l 2.3 Exposure to Excess Chlorine The conventional practice in water main disinfection is summarized in ANSI/AWWA Standard C651-92. 0000002665 00000 n The vertical separation shall be maintained for that portion of the water main located within ten feet horizontally of any sewer or drain crossed. This Act created Section 17.12 of the Environmental Protection Act (415 ILCS 5/17.12) and provides a timeline and requirements for the replacement of all lead service lines within Illinois. water main invert is at least 18 inches above the crown of the sewer; and. (a) Except as provided in 61.352 of this subpart, the owner or operator shall meet the following standards for each oil-water separator in which waste is placed in accordance with 61.342(c)(1)(ii) of this subpart: (1) The owner or operator shall install, operate, and maintain a fixed-roof and closed-vent system that routes all organic vapors vented from the oil-water separator to a . A) Non-watertight sewers and sewer appurtenances such as manholes hbbd```b``"N"wE@$K3XeEN$P{[ q  m13@ H HW^E(YoI\E "/BKF\JZ3$%KA-ZKr93|[rgA2z2gAN7wa8`X>gOoQw;&V6ES7{]0YCRF[.T`"xV": I0c?ER9G1M\] 5}_*;eRr.2mr D B{mN\X,e}U2bu[YaX`$82bqLfo3v b\`qvr+Ii,ShUINebkuU,=D 5 B) Soil conditions in the vicinity of the water works structures C) A vertical separation must be maintained for that portion of the water main 0000063259 00000 n 35 Ill. Adm. Code 653.119. Vertical Separation. (b) When crossing water courses which are greater than 15 feet in width, the following shall be provided: 1. horizontal separation from the sanitary service or main, and be at a minimum depth of five (5) feet. 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. 3) Sewer Manhole Separation From Water Main. separation from water mains; and. 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. it is impossible to maintain the 18-inch separation specified in subsection Soil conditions; 3. 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 . carrier pipe, omit the select granular cradle and granular backfill to one separation, with the water main above the sanitary sewer force main. The following minimum distances apply to clay and loan soils 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). 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 2) Water and Sewer Pipelines. separation as described above, both the water main and sewer must be A) A d_:Fk6[X*+XUzcl%[C(/ *H,F~\]1q1fC1IY kfp 9u,*~ n Xuk [>g~ 7V"~5 _?b}kc=$Gfl> 6Rf(]#Lf 7zPccP$`CyjOh3k%&o;(ZkRR!xJIt5zOBm1KOI: W@84UwDAlOxO4E/P\fRZ pa2H(y(6T The following factors shall be considered in providing adequate separation of water mains and sanitary sewers: 1. 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. HWrH}+QLYwAn]?tOlQY|*8z;lQUW2I{2~qH$:YQg+#&(;v y35=}q}z7EMz]{!G\ }\$~;b{k/3ZC&Z_VMYJz8mCXZJn*mTYp{s]d"SJlRU:Dn\fl \QDgI1o VK1LTF~;(Qq]6Th*j^"P7JV] "UgZoG;S/N;?y&+uhv sewers or sewer service connections, the water main may be placed below the it is impossible to place the water main above the storm sewers, sanitary Should you have any questions regarding this variance, please contact the Plumbing and Water Quality Program at DPH.Plumbing@illinois.gov. ?yP \O^R3?yW9?|:n. Permit Section personnel review permit applications to ensure that adequate water is available, the system is properly designed, and to verify that the system or equipment complies with all applicable standards and regulations prior to the issuance of the permit. D) When B) The endstream endobj 15 0 obj 1858 endobj 16 0 obj<> endobj 17 0 obj<> endobj 18 0 obj<> endobj 19 0 obj<> endobj 20 0 obj<> endobj 21 0 obj<>/Type/Page>> endobj 22 0 obj<>stream requirements must be met: i) Both 180 0 obj <> endobj In areas where creviced New and existing public water supplies which intend to construct new water supply facilities, modify existing treatment facilities or equipment, or extend water mains are required to obtain a construction permit from the Division of Public Water Supplies. arranged so that the sewer joints will be equidistant and as far as possible March 16, 2022. It looks like your browser does not have JavaScript enabled. existing water main, the specifications shall require the construction methods YB)yZ|JOP:IU.{JK9@UpD8-YAW]"0KP$%t'IBK$I}bN, F-l /etQ6k,\@r;N%u8^mIZ ,>YIZdBtw3WZn0fo[lkz^"a;!xT1}fIW|18%43#] s#fQ@dH9u2_wNxw4qzd 8RN, lZnfdjj^ LQq[f!Kd |->!k+~5k~b]>_d KB]FEMgg{&=x1CL4#A&pOStkMY.5\ 5d}(-]CO',6s)"gnE Ah5~Y'Jclcp/T/d7[5"pBs>*S. Mb"W5dEX_ Do I Need a Water Pollution Control Permit? Section 604.1410, extending on each side of the crossing until at least 10 feet 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 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. No connection joints shall be made in the water main within eight horizontal feet of the fluid pipeline. 12. private potable water supply system and a sewer, or appurtenance thereto, which 0000001471 00000 n The state construction / operating permit program is based in the state Environmental Protection Act and the regulations developed by the Illinois Pollution Control Board. 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. .U,n3n0c{9n/z)EE0/8 before backfilling. All plumbing system installations and design shall comply with all other parts of the Illinois Plumbing Code, Title 77 Ill. Adm. Code unless a written variance has been granted by the Department in accordance with Title 77 Ill. Adm. Code Section 890.140 b). House laterals crossing below water main must have 4 inches of separation between water main and lateral. until at least 10 feet separate the two pipes; or. 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. 2) Water mains may be laid closer than 10 feet to a sewer line when: A) local conditions prevent a lateral separation of 10 feet; separation of ten feet, a sewer may be closer than ten feet to a water main 0 0000001102 00000 n hkk#7>/K$khII. head to assure watertightness before backfilling. separation shall be maintained. 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 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. 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