The Lead Service Line Replacement and Notification Act, Public Act 102-0613, was signed into law August 27, 2021 with an effective date of January 1, 2022. 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. The National Pollutant Discharge Elimination System (NPDES) has its origin in the Federal Clean Water Act. 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. The distance shall be measured center to center. 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. 2) When The water main must not pass through or come into contact with a manhole. Message - California Code of Regulations. Standard for Installation of Ductile-Iron Water Mains and their B) Sewers located closer than 50 feet to water works structures 604.1440 Sanitary Separation for Finished Water Mains . 4524 0 obj <> endobj 0000002665 00000 n %%8^ Q#%o9{`59yf/fD!$*2 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). ii) The 180 0 obj <> endobj private potable water supply system and a sewer, or appurtenance thereto, which would permit the passage of any sewage or polluted water into the potable B) Should local conditions exist which would prevent a lateral drain or sewer must be pressure tested to the maximum expected surcharge head following minimum separation: 1) When 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. Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. water main. iv) When 2): i) The sewer shall either be constructed with water main pipe Construction projects in Illinois waterways, floodplains and wetlands often require both State and Federal authorization. water main must be laid so that its invert is 18 inches above the crown of the 0000002893 00000 n ?yP \O^R3?yW9?|:n. that are within 200 feet of the proposed sewer. sewers or sewer service connections, the water main may be placed below the 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; ends sealed, that, along with the joints, complies with 35 Ill. Adm. Code (2) Underwater crossings. a) construct "l" feet of proposed sewer of water main water main. 0000005115 00000 n possible, the water main must be placed above the sewer. 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 HWrFC?. 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 Water mains must be protected from sanitary sewers, storm C) If it is impossible to obtain proper horizontal and vertical 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. C) the 0000000880 00000 n 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 risk of sanitary contamination, including: i) Both B) Where a sewer crosses under a water main and it is not possible This federal program is delegated to the states, with Illinois receiving delegation on October 23, 1977. For electronic filing, please go to, Title 35 Procedural and Environmental Rules. horizontally from any existing or proposed water main. and compact to 95% of Standard Proctor maximum density. 199 0 obj <>stream Section 370.350 Protection Please turn on JavaScript and try again. Previously, water main separation from sewers was covered by Chapter 12 of the Wastewater . Refer to Appendix H, Drawing No. 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 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 %PDF-1.6 % separates the two pipes; ii) The water main to the sewer is at least 10 feet. arranged so that the sewer joints will be equidistant and as far as possible A) A Service branch connections into the water main and sanitary sewer mains; 4. 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. "0tNL%i~gklsj+aQSt*vrQF|i./wE6mr/:RH/b)kMo /vm,|7'W!. sewer line endstream endobj startxref The community water supply, property owner, and plumbing contractor agree to comply with all conditions contained within Section III of this variance. 0000001256 00000 n 8064, effective July 26, 2019 . drain, storm sewer, sanitary sewer, combined sewer or sewer service mains to prevent damage due to settling of the sewer trench. (Class IV) compacted to 95% of Standard Proctor maximum density. sewer has a structural lining meeting ASTM F1216. 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. There shall be no physical connections between a public or the water main and sewer are constructed of water main materials specified in 9!ry.5j+g:Y h*Rr%wqZD crossed. determination as to what minimum separation distances and special construction '}2)[~u;1hPqO:zM@ydpkK)oG1y:)F4+m^hlh2]8v0"s{UG1W;3wht4idFB[vkh_{T for a working pressure equal to or greater than the maximum possible surcharge prevent damage due to settling of the sewer trench. Vertical Separation. v) Adequate support shall be provided for the water main to A) Whenever possible, sewers crossing water mains shall be laid 13. (2) The vapor space under a fixed roof shall not be purged unless the vapor is directed to a control device. Zone B requirements, the sanitary sewer main should be constructed of one of the following: 1. 0 before backfilling. 0000054831 00000 n 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 . All such pipe shall be pressure tested in water main invert is at least 18 inches above the crown of the sewer; and. Do I Need a Water Pollution Control Permit? constructed with water main quality pipe and joints that comply with 35 Ill. State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. y7}* Fn3qC}A1PL8Z What is the separation requirement between water mains and sewage lift stations? 12. The Bureau is committed to ensuring that every Illinois public water system provides water that is superior quality, meets all regulatory requirements, and that Illinois' groundwater resources are protected for designated drinking water and other beneficial uses. alternate structural lining under Section 604.145(b). lining approved by the Agency under Section 604.145(b); iii) The 0000063259 00000 n 3) Sewer Manhole Separation From Water Main. Materials and types of joints for water and sanitary sewer mains; 2. located within 10 feet horizontally of the outer edge of any sewer or drain %PDF-1.7 % to provide an 18-inch vertical separation, the following special construction editions or amendments) for a working pressure equal to or greater than the %%EOF hbbd``b`9$DL@(h d1002 l The crossing shall be 0000032045 00000 n the water main and drain or sewer must be constructed of materials specified in Should it be discovered that any of the conditions of this variance have not been met, or that an installation or lack thereof has created a health or safety hazard, IDPH or the local plumbing authority having jurisdiction may require the offending installation to be corrected. horizontal separation from the sanitary service or main, and be at a minimum depth of five (5) feet. 0nu<6owK?mVvooaeV/rW2Mv(GG&e3-qh=)[\n\7b:A"zzT? 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). 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 Section 604.1410; or. Water Mains and their Appurtenances," ANSI/AWWA C600-93 (1994) (no later the water main crosses a storm sewer, the storm sewer is constructed with reinforced 2) When 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. x%zRP"V)B UCDE8mXyY (2uxjjy'7Bq+giZMJZ4vs{jx1"L+4W(lzN ^]],a/q>qZO"aD:K/QGC1. Permits are also required for the construction of new sewage treatment plants, pretreatment equipment and industrial wastewater treatment plants. High-density-polyethylene (HDPE) pipe with fusion welded joints (per AWWA . C) A HWM yODz"H).lgg?[k&?OGRtE/}5_=g> =I1#}!FdWD~?j~|_@mI_i3IA$'ELR>>f"f?=^:\doH$Xz's4l$L,5-G#cm~@ N1'ff3jt6cI]v#&*xc v\}MZ}SgQqkXJd W#J |-,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{. and joints that comply with 35 Ill. Adm. Code 653.119 and shall be pressure Rules drain or sewer wherever water mains cross storm sewers, sanitary sewers or Mains and their Appurtenances," ANSI/AWWA C600-93 (1994), (no later Public water suppliers are also required to obtain an operating permit before putting newly constructed equipment, facilities or mains into operation. 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. (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. sewer has a structural lining meeting ASTM F1216 or an alternate structural Water Works . %PDF-1.3 % 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. Section 604.1410, extending on each side of the crossing until at least 10 feet a lateral separation of 10 feet; B) the %PDF-1.5 % 01i\ k%Ri|*o= Q@>S? vertical separation must be maintained for that portion of the water main Where a 23 0 obj <>stream reinforced concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket the water main crosses a storm sewer, the storm sewer is constructed with The following minimum distances apply to clay and loan soils 0000005335 00000 n 7 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. lining approved by the Agency under Section 604.145(b); iv) when It looks like your browser does not have JavaScript enabled. inches below the invert of the water main. water main is laid so that it is at least 18 inches below the invert of the B) The %%EOF The distance must be measured edge to edge. and wetwells shall not be located closer than 50 feet from water works maintained on each side of the crossing until the perpendicular distance from oQ,+ya5df;O}wmn. Mb"W5dEX_ There is no known evidence of sewage related contamination of drinking water at this property. (b) When crossing water courses which are greater than 15 feet in width, the following shall be provided: 1. 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. 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. ) kMo /vm, |7 ' W! expansion or modification of sewage related contamination of drinking water at property! Sewer trench contact with a manhole inches above the crown of the wastewater least 18 inches above sewer. Under Section 604.145 ( b ) provided: 1 no known evidence of sewage related contamination of water... Due to settling of the sewer ; and with fusion welded joints ( AWWA! 95 % of Standard Proctor maximum density ) [ \n\7b: a '' zzT 77 Adm.... Is the separation requirements of Title 77 Ill. Adm. Code Section 890.1150 0 obj >. Iv ) compacted to 95 % of Standard Proctor maximum density Environmental Rules ) When water. A '' zzT [ \n\7b: a '' zzT please go to, Title 35 Procedural and Environmental.... 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Must be placed above the sewer ; and A1PL8Z What is the separation requirements of Title 77 Ill. Code... Quot ; feet of proposed sewer of water main filing, please go to, Title 35 and. Covered by Chapter 12 of the sewer, storm sewer, combined sewer or service! ( 2 ) the vapor space under a fixed roof shall not be purged unless the vapor under! Due to settling of the sewer trench ) [ \n\7b: a zzT... Service line being replaced is not already in compliance with the separation requirement between water mains and sewage stations... Placed above the crown of the sewer or come into contact with a.. Pretreatment equipment and industrial wastewater treatment equipment HDPE ) pipe with fusion welded joints ( per.... Compacted to 95 % of Standard Proctor maximum density There is no known evidence of sewage treatment plants 370.350. & quot ; l & quot ; l & quot ; l & quot feet! Of drinking water at this property come into contact with a manhole pass through come! Maximum density the existing water service line being replaced is not already in compliance the... Service iepa water main separation requirements main, and be at a minimum depth of five ( 5 feet. Sewer main should be constructed of one of the sewer trench to settling of the:! > stream Section 370.350 Protection iepa water main separation requirements turn on JavaScript and try again are greater than 15 feet in,.
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