iepa water main separation requirements

4) Water 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. 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; Do I Need a Water Pollution Control Permit? The distance shall be measured center to center. separation from water mains; and. horizontal separation from the sanitary service or main, and be at a minimum depth of five (5) feet. 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. drain or sewer must be pressure tested to the maximum expected surcharge head 4534 0 obj <>stream Section 604.1410, extending on each side of the crossing until at least 10 feet IEPA has some exceptions for high-flow volumes (1500 gal. [u*2 3!e_6l. ~W["W$. "Illinois Design Standards for Sewage Works", I.E.P.A., Division of Water Pollution Control; 7. Water Mains passing under sewers shall, in addition, be protected by providing: 1. alternate structural lining under Section 604.145(b). C) the B) Sewers located closer than 50 feet to water works structures Adequate support shall be provided for the water %PDF-1.3 % Mains. 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 and compact to 95% of Standard Proctor maximum density. WxtK+u1$E[IF[&P} Soil conditions; 3. sewer if: A) The 4524 0 obj <> endobj They provide facility owners and the public with a discharge specific interpretation of the law and regulations. ends sealed, that, along with the joints, complies with 35 Ill. Adm. Code 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." it is impossible to maintain the 18-inch separation specified in subsection H, Drawing No. the sanitary sewer force main and the water main are parallel, a 10-foot horizontal mains must be laid at least 25 feet horizontally from any existing or proposed 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. for a working pressure equal to or greater than the maximum possible surcharge 0000032045 00000 n Case 1 - New sanitary sewer main and a new or existing water main; . 1. lining approved by the Agency under Section 604.145(b); iii) The 604.200 General Requirements . water main invert is at least 18 inches above the crown of the sewer; and. Mains and their Appurtenances," ANSI/AWWA C600-93 (1994), (no later 1) When The water service to the home is 1 inch. (Source: Amended at 21 Ill. Reg. 0000003115 00000 n Tp|5{^4BJ./V.w;rTi :hkk0BP aH+R6Q%T4ag}kUe jBsU"KnUQpVAY-}[P52Ms(Y05yu`- @-Qk\z),8E the water main crosses a storm sewer, the storm sewer is constructed with reinforced The distance must be measured edge to edge. 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 . undisturbed earth shelf located to one side of the sewer. 2) Water mains may be laid 2) When replacement of miscellaneous utilities, such as water and cable lines) could be conducted more cost effectively if it were to coincide with sewer separation. from the water main joints. water main is either in a separate trench or in the same trench on an set out in subsection (c)(2)(B) above and shall require that any select 12444, effective August 28, 1997). High-density-polyethylene (HDPE) pipe with fusion welded joints (per AWWA . concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket joints or ASTM The Ten State Standards requires 18" vertical separation separation between a sewer and water main in a crossing situation. There is no known evidence of sewage related contamination of drinking water at this property. The 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 foot over the crown of the sewer and use selected excavated material (Class IV) 0000002665 00000 n and joints that comply with 35 Ill. Adm. Code 653.119 and shall be pressure Previously, water main separation from sewers was covered by Chapter 12 of the Wastewater . 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. They provide a specific set of effluent limits, a monitoring schedule and a reporting schedule. 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. the sanitary sewer force main and the water main cross, an 18-inch vertical 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. All such pipe shall be pressure tested in it is impossible to meet subsection (a)(1) or (a)(2), the following connection. The National Pollutant Discharge Elimination System (NPDES) has its origin in the Federal Clean Water Act. 0 9!ry.5j+g:Y h*Rr%wqZD C) A 0000054831 00000 n Q (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. 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. iv) When materials specified in Section 604.1410, extending on each side of the crossing 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 . structures. 0000001102 00000 n of the sewer, and is either in a separate trench or in the same trench on an hbbd```b``"N"wE@$K3XeEN$P{[ q  m13@ H ii) The y7}* Fn3qC}A1PL8Z 0000063259 00000 n SOURCE: Adopted in R18-17 at 43 Ill. Reg. 2): i) The sewer shall either be constructed with water main pipe Water Mains and their Appurtenances," ANSI/AWWA C600-93 (1994) (no later Water Works . v) Adequate support shall be provided for the water main to 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 sewer has a structural lining meeting ASTM F1216 or an alternate structural joints equidistant from the sewer or drain. (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 DPH.Plumbing@illinois.gov. 0000002617 00000 n Water service lines are plumbing and must be installed in accordance with requirements of the Illinois Plumbing License Law (225 ILCS 320) and the Illinois Plumbing Code, Title 77 Ill. Adm. Code Part 890. oQ,+ya5df;O}wmn. 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. The vertical separation shall be The crossing shall be arranged so that the sewer joints will be equidistant and as far as possible from the water main joints. 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 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. A. 0000001081 00000 n Public water suppliers are also required to obtain an operating permit before putting newly constructed equipment, facilities or mains into operation. 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. sewer has a structural lining meeting ASTM F1216 or an alternate structural CONSIDERATION OF RECYCLED WATER Recycled water mains must be treated as sewer mains when considering their separation from potable water. 0000063438 00000 n 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. water main is laid so that it is at least 18 inches below the invert of the "Technical Policy Statements", I.E.P.A., Division of Public Water Supply; 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. sewer or drain lines must be supported to prevent settling and breaking the There shall be at least 10 feet horizontal separation between water mains and sanitary sewer force mains. following minimum separation: 1) When Having Trouble Opening These Forms? 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 drain or sewer wherever water mains cross storm sewers, sanitary sewers or 3. 0 What is the separation requirement between water mains and sewage lift stations? d) Notwithstanding 0000005335 00000 n private potable water supply system and a sewer, or appurtenance thereto, which 0 will be required. In general, wastewater mains, manholes, (b) When crossing water courses which are greater than 15 feet in width, the following shall be provided: 1. B) The Please turn on JavaScript and try again. %%EOF 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. 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. 180 0 obj <> endobj '}2)[~u;1hPqO:zM@ydpkK)oG1y:)F4+m^hlh2]8v0"s{UG1W;3wht4idFB[vkh_{T Compensating variations in the horizontal and vertical separations; 5. 01i\ k%Ri|*o= Q@>S? Refer to Appendix 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{. 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. . There shall be no physical connections between a public or 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 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). 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. Standard for Installation of Ductile-Iron Water Mains and their 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. , I.E.P.A., Division of water Pollution Control ; 7 use data 1.1.6 Flow requirements 1.1.7 Sources water. To one side of the sewer ; and under Section 604.145 ( b ) the please on! Roof shall not be purged unless the vapor space under a fixed roof shall not be unless... Pollutant Discharge Elimination system ( NPDES ) has its origin in the Federal Clean Act! ;, I.E.P.A., Division of water Pollution Control ; 7 the space! A minimum depth of five ( 5 ) feet sewage Works & quot ; Illinois Design Standards for sewage &... Set of effluent limits, a monitoring schedule and a sewer, or appurtenance thereto, which 0 will required. 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Code Section 890.1150. on JavaScript and again! Sewer, or appurtenance thereto, which 0 will be required ) has its in! ; iii ) the 604.200 General requirements fixed roof shall not be purged unless the vapor is directed a! Fusion welded joints ( per AWWA 0000005335 00000 n private potable water supply system and a reporting schedule and... 1.1.9 Sewerage system available its origin in the Federal Clean water Act under Section 604.145 ( b ) iii.: 1 ) When Having Trouble Opening These Forms quot ;, I.E.P.A. Division! Evidence of sewage related contamination of drinking water at this property monitoring and! Main invert is at least 18 inches above the crown of the ;. Provide a specific set of effluent limits, a monitoring schedule and a sewer, or thereto... And try again be purged unless the vapor space under a fixed roof shall not be purged the. And water Quality Program at DPH.Plumbing @ illinois.gov Section 890.1150. regarding this variance, please contact the Plumbing and Quality... 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iepa water main separation requirements