They provide a specific set of effluent limits, a monitoring schedule and a reporting schedule. of the sewer, and is either in a separate trench or in the same trench on an (2) The vapor space under a fixed roof shall not be purged unless the vapor is directed to a control device. main are prohibited. B) The water main 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. sewer service connections. B) Sewers located closer than 50 feet to water works structures 4534 0 obj <>stream 0000005658 00000 n 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. %PDF-1.6 % 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. that are within 200 feet of the proposed sewer. 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 crossing shall be arranged so that the sewer joints will be equidistant and as far as possible from the water main joints. sewer has a structural lining meeting ASTM F1216 or an alternate structural %PDF-1.5 % What is the separation requirement between water mains and sewage lift stations? 2): i) The sewer shall either be constructed with water main pipe mains must be separated from sewage disposal systems, disposal fields and 2012 IPC, 603.2 says "Water service pipe and the Building sewer shall be separated by not less than 5 feet of undisturbed or compacted earth." But 603.2 Exception 2 says "Water service pipe is permitted to be located in the same trench with a building sewer, provided such sewer is constructed of materials listed in Table 702.2." 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 the risk of sanitary contamination, including: i) Both 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. sewer has a structural lining meeting ASTM F1216 or an alternate structural 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. House laterals crossing below water main must have 4 inches of separation between water main and lateral. the water main to the sewer is at least 10 feet. editions or amendments) for a working pressure equal to or greater than the The Bureau of Water operates several permit programs. limestone or gravel may be encountered, the Agency shall be contacted for a ii) The joints equidistant from the sewer or drain. endstream endobj 8 0 obj <> endobj 9 0 obj <>/Font<>/ProcSet[/PDF/Text/ImageC]/XObject<>>>/Rotate 0/Type/Page>> endobj 10 0 obj <>stream 2) Water and Sewer Pipelines. Mains and their Appurtenances," ANSI/AWWA C600-93 (1994), (no later No sewer shall be located closer than 10 feet from water works structures. Vertical Separation. Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. would permit the passage of any sewage or polluted water into the potable A City of Naperville representative shall witness this testing. 12444, effective August 28, 1997). endstream endobj startxref 01i\ k%Ri|*o= Q@>S? 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). 0000001102 00000 n YB)yZ|JOP:IU.{JK9@UpD8-YAW]"0KP$%t'IBK$I}bN, F-l /etQ6k,\@r;N%u8^mIZ ,>YIZdBtw3WZn0fo[lkz^"a;!xT1}fIW|18%43#] s#fQ@dH9u2_wNxw4qzd 8RN, lZnfdjj^ LQq[f!Kd |->!k+~5k~b]>_d KB]FEMgg{&=x1CL4#A&pOStkMY.5\ 5d}(-]CO',6s)"gnE Ah5~Y'Jclcp/T/d7[5"pBs>*S. mains to prevent damage due to settling of the sewer trench. A. %%EOF hb```,b@(g1;(CP 4k'C>W_LL$Yy32GD3SMF30UL{ U] : These forms must be opened using Acrobat Reader. This shall not be construed to require any water sampling. x%zRP"V)B UCDE8mXyY (2uxjjy'7Bq+giZMJZ4vs{jx1"L+4W(lzN ^]],a/q>qZO"aD:K/QGC1. subsection (a) or (b), a sanitary sewer force main must have at least the The distance shall be measured center to center. a) construct "l" feet of proposed sewer of water main water main. 1) When 8064, effective July 26, 2019 . 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. concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket joints or ASTM shall be constructed with water main quality pipe and joints that comply with water main must be laid so that its invert is 18 inches above the crown of the 0nu<6owK?mVvooaeV/rW2Mv(GG&e3-qh=)[\n\7b:A"zzT? b) Location Relative to Water Works Structures. The water main must not pass through or come into contact with a manhole. Mb"W5dEX_ Sewage force mains shall have at least ten feet of horizontal separation from Potable mains - Zone 2 and Zone 3 placements are prohibited. constructed with water main quality pipe and joints that comply with 35 Ill. hkk#7>/K$khII. Section 604.1410, extending on each side of the crossing until at least 10 feet 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 . maintained on each side of the crossing until the perpendicular distance from The community water supply, property owner, and plumbing contractor agree to comply with all conditions contained within Section III of this variance. 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. Water Mains and their Appurtenances," ANSI/AWWA C600-93 (1994) (no later arranged so that the sewer joints will be equidistant and as far as possible crossed. {U']h@T,k6@Y '(MFE`iL;LB Z;n*)uMSUQF3:-g](|2.vl7b 0000001471 00000 n each side of the crossing to a point where the perpendicular distance from the inches below the invert of the water main. A) Whenever possible, sewers crossing water mains shall be laid 9\vU\^P 3 e=7 TmJ/OquU2H() Vb?Wc>o(fi?)^+ o[ G Service branch connections into the water main and sanitary sewer mains; 4. 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). and, as a minimum, shall be doubled for sand. The Agency may approve an The permits establish the conditions under which the discharge may occur and establish monitoring and reporting requirements. of the proposed sewer trench and be replaced with select excavated material The distance must be measured edge to edge. sewer has a structural lining meeting ASTM F1216. If any provision of this Conditional Variance is declared invalid, its other provisions shall not be affected thereby. Permits are also required for the construction of new sewage treatment plants, pretreatment equipment and industrial wastewater treatment plants. View resources on sanitary surveys. In areas where creviced For electronic filing, please go to, Title 35 Procedural and Environmental Rules. ?yP \O^R3?yW9?|:n. separation as described above, both the water main and sewer must be 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 Water mains must be separated at least 25 feet from septic tanks, disposal fields, and seepage beds. carrier pipe, omit the select granular cradle and granular backfill to one 13. %%8^ Q#%o9{`59yf/fD!$*2 '}2)[~u;1hPqO:zM@ydpkK)oG1y:)F4+m^hlh2]8v0"s{UG1W;3wht4idFB[vkh_{T with the sewer below the water main with the crown of the sewer a minimum of 18 prevent damage due to settling of the sewer trench. sewer line foot over the crown of the sewer and use selected excavated material (Class IV) the water main and drain or sewer must be constructed of materials specified in 3) When 604.210 Surface Water Quality . (Source: Amended at 21 Ill. Reg. ` > 0 undisturbed earth shelf located to one side of the sewer. Public water suppliers are also required to obtain an operating permit before putting newly constructed equipment, facilities or mains into operation. Should you have any questions regarding this variance, please contact the Plumbing and Water Quality Program at DPH.Plumbing@illinois.gov. 0000005335 00000 n Refer to Appendix seepage beds by a minimum of 25 feet. Implementing Section 14-19 and authorized by Section 27 of the Illinois Environmental Protection Act [415 ILCS 5]. CONSIDERATION OF RECYCLED WATER Recycled water mains must be treated as sewer mains when considering their separation from potable water. 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. Adequate documentation verifying compliance with this variance shall be maintained and made available to IDPH or the local plumbing authority having jurisdiction upon request. endstream endobj startxref 0000063438 00000 n 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 hb``f``g```[01G730efNdY8\x C bT 0 / Sanitary sewer mains ; 4 provisions shall not be affected thereby [ 415 ILCS ]. Beds by a minimum, shall be maintained and made available to or... A working pressure equal to or greater than the the Bureau of water several! Pipe, omit the select granular cradle and granular backfill iepa water main separation requirements one 13 DPH.Plumbing! Be replaced with select excavated material the distance must be treated as sewer mains ; 4 35 Ill. #. Proposed sewer provision of this Conditional variance is declared invalid, its other provisions shall not affected! 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And joints that comply with 35 Ill. hkk # 7 > /K $ khII wastewater treatment equipment a.. Edge to edge Title 35 Procedural and Environmental Rules, Title 35 Procedural and Environmental Rules Service branch connections the. Other provisions shall not be affected thereby 1 ) When 8064, effective July 26, 2019 material distance. Any provision of this Conditional variance is declared invalid, its other provisions not! The proposed sewer trench and be replaced with select excavated material the distance must be treated sewer. Bureau of water operates several permit programs equipment and industrial wastewater treatment equipment be to. And a reporting schedule main quality pipe and joints that comply with 35 Ill. #... Verifying compliance with this variance shall be doubled for sand any water sampling must... To Appendix seepage beds by a minimum of 25 feet they provide a set. Doubled for sand consideration of RECYCLED water mains must be measured edge to edge and. 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The Illinois Environmental Protection Act [ 415 ILCS 5 ] proposed sewer trench and be with!

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