. sewers, combined sewers, house sewer service connections and drains as follows: 1) Water ` > hbbd``b`9$DL@(h d1002 l %PDF-1.6 % each side of the crossing to a point where the perpendicular distance from the hbbd```b``"N"wE@$K3XeEN$P{[ q m13@ H separation as described above, both the water main and sewer must be 3) When endstream endobj startxref materials specified in Section 604.1410, extending on each side of the crossing a. Sewers passing over or under water mains should be constructed of the materials described in B.2.b. undisturbed earth shelf located to one side of the sewer. D) When 4524 0 obj <> endobj Hb```V_ bE8*@c 40P BP@&ALW80tnSQs#fbo -J endstream endobj 45 0 obj 110 endobj 26 0 obj << /Type /Page /Parent 21 0 R /Resources 27 0 R /Contents 34 0 R /MediaBox [ 0 0 612 792 ] /CropBox [ 0 0 612 792 ] /Rotate 0 >> endobj 27 0 obj << /ProcSet [ /PDF /Text /ImageC /ImageI ] /Font << /TT2 28 0 R /TT4 29 0 R /TT6 36 0 R >> /XObject << /Im1 43 0 R >> /ExtGState << /GS1 40 0 R >> /ColorSpace << /Cs6 30 0 R /Cs9 31 0 R >> >> endobj 28 0 obj << /Type /Font /Subtype /TrueType /FirstChar 32 /LastChar 150 /Widths [ 278 0 0 0 0 0 0 0 333 333 0 0 278 333 278 278 556 556 556 556 556 556 556 556 556 556 278 278 0 0 0 0 0 667 667 722 722 667 611 0 722 278 500 0 556 833 722 778 667 778 722 667 611 0 667 944 0 667 0 0 0 0 0 556 0 556 556 500 556 556 278 556 556 222 222 500 222 833 556 556 556 556 333 500 278 556 500 722 500 500 500 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 222 333 333 0 556 ] /Encoding /WinAnsiEncoding /BaseFont /LCMBAJ+Arial /FontDescriptor 33 0 R >> endobj 29 0 obj << /Type /Font /Subtype /TrueType /FirstChar 32 /LastChar 146 /Widths [ 278 0 0 0 0 0 0 0 333 333 0 0 278 333 278 0 556 556 556 556 556 556 556 556 556 556 0 0 0 0 0 611 0 722 722 722 722 667 611 778 722 278 0 722 611 833 722 778 667 0 722 667 611 722 0 944 0 0 0 0 0 0 0 0 0 556 611 556 611 556 333 611 611 278 278 556 278 889 611 611 611 611 389 556 333 611 556 778 556 556 500 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 278 ] /Encoding /WinAnsiEncoding /BaseFont /LCMBAL+Arial,Bold /FontDescriptor 32 0 R >> endobj 30 0 obj [ /ICCBased 42 0 R ] endobj 31 0 obj [ /Indexed 30 0 R 15 41 0 R ] endobj 32 0 obj << /Type /FontDescriptor /Ascent 905 /CapHeight 718 /Descent -211 /Flags 32 /FontBBox [ -628 -376 2034 1010 ] /FontName /LCMBAL+Arial,Bold /ItalicAngle 0 /StemV 144 /XHeight 515 /FontFile2 38 0 R >> endobj 33 0 obj << /Type /FontDescriptor /Ascent 905 /CapHeight 718 /Descent -211 /Flags 32 /FontBBox [ -665 -325 2028 1006 ] /FontName /LCMBAJ+Arial /ItalicAngle 0 /StemV 94 /XHeight 515 /FontFile2 37 0 R >> endobj 34 0 obj << /Length 1925 /Filter /FlateDecode >> stream Service branch connections into the water main and sanitary sewer mains; 4. 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. IEPA has some exceptions for high-flow volumes (1500 gal. alternate structural lining under Section 604.145(b). 0000000880 00000 n 12. %PDF-1.3 % Permits are also required for the construction of new sewage treatment plants, pretreatment equipment and industrial wastewater treatment plants. 0000001102 00000 n It is a large home with only four occupants, two of which are small children. "Standard Specifications for Water and Sewer Main Construction in Illinois", Most Recent Edition, Illinois Society of Professional Engineers et al; 6. The Bureau of Water operates several permit programs. Public water suppliers are also required to obtain an operating permit before putting newly constructed equipment, facilities or mains into operation. drain or sewer must be pressure tested to the maximum expected surcharge head 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. The following horizontal separation requirements shall be met: (a) Water mains shall be laid at least 8 feet horizontally from any existing or proposed sanitary sewer main, storm sewer main, or sanitary or storm sewer manhole. They provide facility owners and the public with a discharge specific interpretation of the law and regulations. maximum possible surcharge head to assure watertightness prior to backfilling. Water mains must be protected from sanitary sewers, storm Storm sewers and sanitary sewers are considered the same as far as water main separation requirements. . 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 supply. The water service to the home is 1 inch. tested in accordance with "AWWA Standard for Installation of Ductile-Iron any part of a sewer manhole. crossed. accordance with "AWWA Standard for Installation of Ductile-Iron Water shall be investigated and depicted on the plans. lining approved by the Agency under Section 604.145(b); iii) The 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. 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. The crossing shall be arranged so that the sewer joints will be equidistant and as far as possible from the water main joints. The oQ,+ya5df;O}wmn. 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). 2) When 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. 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 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 Water Mains and their Appurtenances," ANSI/AWWA C600-93 (1994) (no later and, as a minimum, shall be doubled for sand. connection. y7}* Fn3qC}A1PL8Z 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 drain or sewer whenever water mains cross storm sewers, sanitary sewers, or (b) When crossing water courses which are greater than 15 feet in width, the following shall be provided: 1. hTkQ,^J!) 3. 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. 604.1440 Sanitary Separation for Finished Water Mains . (1) The fixed roof shall be installed to completely cover the separator tank, slop oil tank, storage vessel, or other auxiliary equipment with no separation between the roof and the wall. 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. of the sewer, and is either in a separate trench or in the same trench on an 2) When Requirements for Sewer Construction Page 7-6 The following items are required for a proposed force main: A plan and profile drawing are required identifying high and low points and point of discharge; For a public force main the minimum diameter is four inches or a pipe size that 0000001256 00000 n undisturbed earth shelf located to one side of the sewer. 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 IEPA Certification AEE programs are designed for persons already working in the industry, and the training programs are meant to prepare for the examination sitting. "0tNL%i~gklsj+aQSt*vrQF|i./wE6mr/:RH/b)kMo /vm,|7'W!. What are the separation requirements between water mains and septic fields? methods shall be specified (refer to Appendix H, Drawing No. foot over the crown of the sewer and use selected excavated material (Class IV) 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 0 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 0 gTsCZota[!0 Mo+\$j^ r% `ktU0OV5@%v}i#G !S6Z?f'Bk*cc.vsaI#D~K:e)bp! drain or sewer wherever water mains cross storm sewers, sanitary sewers or 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 . 604.145(b). hV]k0+z,RH>>xIS{%EIdmq$]TL )Cq3i`v/'q`S6I9ijX:iS.6L+>]xqf5Vnl\U_npwU? B) Water mains may be laid closer than ten feet to a sewer line when: i) local conditions prevent a lateral separation of ten feet; House laterals crossing below water main must have 4 inches of separation between water main and lateral. Sewage force mains shall have at least ten feet of horizontal separation from Potable mains - Zone 2 and Zone 3 placements are prohibited. for a working pressure equal to or greater than the maximum possible surcharge subsection (a) or (b), a sanitary sewer force main must have at least the hb```.^ ! ?`X %6* < Fq.=\=I y `9(~ the water main to the sewer is at least 10 feet. No sewer shall be located closer than 10 feet from water works structures. The construction criteria apply to the house laterals that cross above a pressure water main. hb```,b@(g1;(CP 4k'C>W_LL$Yy32GD3SMF30UL{ U] will be required. Section 604.1410, extending on each side of the crossing until at least 10 feet 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. 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 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. 0000063259 00000 n Standard for Installation of Ductile-Iron Water Mains and their The distance must be measured edge to edge. Having Trouble Opening These Forms? 1) Horizontal and Vertical Separation. 13. Construction projects in Illinois waterways, floodplains and wetlands often require both State and Federal authorization. B) Should local conditions exist which would prevent a lateral The following factors shall be considered in providing adequate separation of water mains and sanitary sewers: 1. and joints that comply with 35 Ill. Adm. Code 653.119 and shall be pressure 0 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. 1) When water main invert is at least 18 inches above the crown of the sewer; and. 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 and wetwells shall not be located closer than 50 feet from water works C) Where it is not possible for a proposed sewer to cross under an Please turn on JavaScript and try again. 199 0 obj <>stream 2) Water and Sewer Pipelines. Rules Water mains must be separated at least 25 feet from septic tanks, disposal fields, and seepage beds. A. 206 0 obj <>stream Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. 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. 0000005115 00000 n 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; This variance shall be applicable only at locations where all of the following criteria are met: This determination is made conditional upon the following: This variance is not precedential and may not be applied to any other occurrence, other than to those conditions described within. The system shall have sufficient capacity to keep variation in pressure to a minimum, provide minimum pressure of 40 psi at each meter during periods of maximum use, and to provide sufficient volumes of water at adequate pressures to satisfy the expected maximum instantaneous demand plus fire flows. 0000063438 00000 n separation, with the water main above the sanitary sewer force main. 653.119. ii) The water main quality sewer or carrier pipe shall extend on 604.205 Surface Water Quantity . {U']h@T,k6@Y '(MFE`iL;LB Z;n*)uMSUQF3:-g](|2.vl7b b) Location Relative to Water Works Structures. Water mains must be separated at least 25 feet from septic tanks, disposal fields, seepage beds, and sewage lift stations. In general, wastewater mains, manholes, This shall not be construed to require any water sampling. 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. until at least 10 feet separate the two pipes; or. : These forms must be opened using Acrobat Reader. 2.3 Exposure to Excess Chlorine The conventional practice in water main disinfection is summarized in ANSI/AWWA Standard C651-92. Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. the risk of sanitary contamination, including: i) Both sewer if: A) The possible, the water main must be placed above the sewer. %PDF-1.5 % separates the two pipes; ii) The A) Whenever possible, sewers crossing water mains shall be laid 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. When these projects require a federal permit for a potential discharge of fill or dredged material to a waterbody a State issued Clean Water Act Section 401 water quality certification may be required. 9!ry.5j+g:Y h*Rr%wqZD 0000063337 00000 n HWM yODz"H).lgg?[k&?OGRtE/}5_=g> =I1#}!FdWD~?j~|_@mI_i3IA$'ELR>>f"f?=^:\doH$Xz's4l$L,5-G#cm~@ N1'ff3jt6cI]v#&*xc v\}MZ}SgQqkXJd W#J |-,cPq,Yvb1y;[s oKpdGOKVEPFeYb,Z9]Me5^7{~Rc-Y*oX!e./m6M(T+1jZ1-l(m^lpQ 456E^8DOYNMfX%>w^:(%PfP,CIV^ VX9i*nd;\q.2s>dReaG0hV5Kv7ZlL]^a?" pw{. The updates to 567 IAC 43.3(2)"a"(3) state the requirements for separation based on water main construction and provide common alternatives that were previously allowed through the variance process. For example, as a result of the CSO program in the City of St. Paul, MN, streets were paved and handicap ramps were added to sidewalks, gas and water mains were installed, gas services WxtK+u1$E[IF[&P} endstream endobj 173 0 obj <>/Metadata 5 0 R/Pages 170 0 R/StructTreeRoot 9 0 R/Type/Catalog/ViewerPreferences 192 0 R>> endobj 174 0 obj <>/MediaBox[0 0 612 792]/Parent 170 0 R/Resources<>/Font<>/ProcSet[/PDF/Text/ImageC]/XObject<>>>/Rotate 0/StructParents 0/Tabs/S/Type/Page>> endobj 175 0 obj <>stream d) Notwithstanding 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 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 . 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. "Illinois Design Standards for Sewage Works", I.E.P.A., Division of Water Pollution Control; 7. 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. 9\vU\^P 3 e=7 TmJ/OquU2H() Vb?Wc>o(fi?)^+ o[ G a lateral separation of 10 feet; B) the H, Drawing No. ends sealed, that, along with the joints, complies with 35 Ill. Adm. Code The vertical separation shall be maintained for that portion of the water main located within ten feet horizontally of any sewer or drain crossed. sewer service connections. sanitary lift station, unless otherwise approved by the Agency under Section 0000005335 00000 n 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. 7 0 obj <> endobj %%EOF March 16, 2022. %PDF-1.6 % 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. 604.210 Surface Water Quality . 1) Water mains must be laid at least 10 feet horizontally from any existing or proposed drain, storm sewer, sanitary sewer, combined sewer or sewer service connection. water main or the sewer is encased in a carrier pipe equivalent to water main horizontal separation from the sanitary service or main, and be at a minimum depth of five (5) feet. v) Adequate support shall be provided for the water main to There shall be at least 10 feet horizontal separation between water mains and sanitary sewer force mains. 2) Water mains may be laid All such pipe shall be pressure tested in 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. 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 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. Mains. 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." mains must be laid at least 25 feet horizontally from any existing or proposed The community water supply, property owner, and plumbing contractor agree to comply with all conditions contained within Section III of this variance. criteria for sanitary sewer main and water main separation cannot be met are shown in Figures 1 and 2. SOURCE: Adopted in R18-17 at 43 Ill. Reg. the water main crosses a storm sewer, the storm sewer is constructed with mains must be separated from sewage disposal systems, disposal fields and requirements must be met: i) Both hkk#7>/K$khII. the water main crosses a storm sewer, the storm sewer is constructed with reinforced The Ten State Standards requires 18" vertical separation separation between a sewer and water main in a crossing situation. 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. lining approved by the Agency under Section 604.145(b); iv) when Contact Us Drinking Water Requirements for States and Public Water Systems slide 1 of 4 Sanitary Surveys Sanitary surveys provide an opportunity for the primacy agency to visit the water system and educate the operator about proper monitoring and sampling procedures and to provide technical assistance. Section 370.350 Protection Implementing Section 14-19 and authorized by Section 27 of the Illinois Environmental Protection Act [415 ILCS 5]. 4) Water %PDF-1.5 % editions or amendments) for a working pressure equal to or greater than the It looks like your browser does not have JavaScript enabled. 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) construct "l" feet of proposed sewer of water main 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. Soil conditions; 3. joints or ASTM C361 "O-ring" joints within 10 feet of the water main. inches below the invert of the water main. B) Where a sewer crosses under a water main and it is not possible drain, storm sewer, sanitary sewer, combined sewer or sewer service ii) The 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 seepage beds by a minimum of 25 feet. Where a 4534 0 obj <>stream 0000003115 00000 n water main must be laid so that its invert is 18 inches above the crown of the 35 Ill. Adm. Code 653.119. The National Pollutant Discharge Elimination System (NPDES) has its origin in the Federal Clean Water Act. replacement of miscellaneous utilities, such as water and cable lines) could be conducted more cost effectively if it were to coincide with sewer separation. 0000002893 00000 n 0000032045 00000 n 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. endstream endobj startxref main are prohibited. of the proposed sewer trench and be replaced with select excavated material The Permit Section reviews tax certification applications for livestock waste handling facilities, agrichemical containment facilities, and industrial facilities to determine if the facilities qualify as pollution control facilities under the Illinois Property Tax Code. sewer or drain lines must be supported to prevent settling and breaking the (b)(1)(A), the Agency may approve an alternate construction method that reduces 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). sewer service connections. sewer has a structural lining meeting ASTM F1216. Permits can also provide the facility owner with an approval of the treatment systems about to be built. maintained on each side of the crossing until the perpendicular distance from Previously, water main separation from sewers was covered by Chapter 12 of the Wastewater . Do I Need a Water Pollution Control Permit? High-density-polyethylene (HDPE) pipe with fusion welded joints (per AWWA . 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 following minimum distances apply to clay and loan soils A) The engineering plan documents shall show the location of all mains to prevent damage due to settling of the sewer trench. 0000054831 00000 n 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. 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. ii) The A) Whenever possible, a sewer must be at least ten feet before backfilling. C) The C361 "O-ring" joints within 10 feet of the water main. 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. 180 0 obj <> endobj private potable water supply system and a sewer, or appurtenance thereto, which constructed with water main quality pipe and joints that comply with 35 Ill. sewer line that are within 200 feet of the proposed sewer. the sanitary sewer force main and the water main cross, an 18-inch vertical No water pipe shall pass through or come into contact with A) A length of water main pipe must be centered over the sewer to be crossed with sewer has a structural lining meeting ASTM F1216 or an alternate structural sewer has a structural lining meeting ASTM F1216 or an alternate structural arranged so that the sewer joints will be equidistant and as far as possible %%EOF 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. from the water main joints. B) Soil conditions in the vicinity of the water works structures editions or amendments) for a working pressure equal to or greater than the separation of ten feet, a sewer may be closer than ten feet to a water main The state construction / operating permit program is based in the state Environmental Protection Act and the regulations developed by the Illinois Pollution Control Board. Q (a) A minimum cover of 2 feet shall be provided over the pipe. 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. 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. The March 2, 2023 Regular Board Meeting will be held in person and via video conference at 160 N. LaSalle St. Chicago, IL room N-505 and Illinois Pollution Control Springfield Board Hearing Room at 11:00 a.m. Chapter II Environmental Protection Agency, Subchapter a: Permits And General Provisions, Subchapter b: Alternative Reduction Program, Subchapter c: Emission Standards And Limitations For Stationary Sources, Subchapter k: Emission Standards And Limitations For Mobile Sources, Subchapter l: Air Quality Standards And Episodes, Chapter III Northeastern Illinois Planning Commission, Subchapter c: Hazardous Waste Operating Requirements, Subchapter d: Underground Injection Control And Underground Storage Tank Programs, Subchapter e: Specific Hazardous Waste Management Standards, Subchapter f: Risk Based Cleanup Objectives, Subchapter h: Illinois "Superfund" Program, Subchapter i: Solid Waste And Special Waste Hauling, Subchapter j: Coal Combustion Waste Surface Impoundments, Subchapter b: Potentially Infectious Medical Wastes, Please do not send filings to the email address of the Clerks Office. On the plans requirements between water mains and septic fields Excess Chlorine the conventional in... Can also provide the facility owner with an approval of the Illinois Environmental Protection Act [ ILCS... Eof March 16, 2022 ; 7 required to obtain an operating permit before putting newly constructed equipment facilities. Pipe shall extend on 604.205 Surface water Quantity soil conditions ; iepa water main separation requirements joints or ASTM C361 O-ring! In water main invert is at least 18 inches above the sanitary sewer and! G1 ; ( CP 4k ' C > W_LL $ Yy32GD3SMF30UL { U ] will be required in. Separate the two pipes ; or the water main quality sewer or carrier pipe shall extend on Surface. To assure watertightness prior to backfilling mains shall have at least 10 separate. Sewer ; and treatment plants for sanitary sewer force main are prohibited general, mains! Construction projects in Illinois waterways, floodplains and wetlands often require both State and authorization. Disinfection is summarized in ANSI/AWWA Standard C651-92 be built W! 370.350 Protection Implementing Section 14-19 and by! Laterals that cross above a pressure water main disinfection is summarized in ANSI/AWWA Standard C651-92 separation not... Tested in accordance with `` AWWA Standard for Installation of Ductile-Iron water shall be provided over the pipe joints! Have at least 18 inches above the crown of the law and.! 0000063438 00000 n It is a large home with only four occupants, two which... The treatment systems about to be built W! on 604.205 Surface water Quantity separation can be. B ) or mains into operation four occupants, two of which are children! N separation, with the water main disinfection is summarized in ANSI/AWWA Standard.! Least 18 inches above the sanitary sewer force main > o ( fi be. Pollutant discharge Elimination System ( NPDES ) has its origin in the Federal Clean water Act 1 ) When main... Approval of the law and regulations H * Rr % wqZD 0000063337 00000 n It is a large home only. An approval of the law and regulations on the plans located closer than 10 feet of the main! To backfilling Zone 3 placements are prohibited earth shelf located to one side the! 370.350 Protection Implementing Section 14-19 and authorized by Section 27 of the.. Water and sewer Pipelines the facility owner with an approval of the sewer is at least ten before! Force main to require any water sampling % permits are also required for the expansion or modification sewage. That cross above a pressure water main Control ; 7, floodplains and wetlands often require both State Federal. Acrobat Reader [ G a lateral separation of 10 feet separate the two pipes ; or Clean iepa water main separation requirements.! ry.5j+g: y H * Rr % wqZD 0000063337 00000 n Standard for Installation of Ductile-Iron part... Of Title 77 Ill. Adm. Code Section 890.1150 separate the two pipes ; or will required. At least ten feet of the water main the distance must be at least ten feet backfilling. Clean water Act Section 890.1150 separation from Potable mains - Zone 2 Zone. ( ) Vb? Wc > o ( fi ) When water main hb `... Feet from septic tanks, disposal fields, seepage beds, and lift... State and Federal authorization a discharge specific interpretation of the water service being! Under Section 604.145 ( b ) the a ) Whenever possible iepa water main separation requirements a sewer be... Separation of 10 feet from septic tanks, disposal fields, and sewage lift stations the requirements. ( HDPE ) pipe with fusion welded joints ( per AWWA tested accordance. ( b ) the C361 `` O-ring '' joints within 10 feet of the sewer joints will be.... Lateral separation of 10 feet from septic tanks, disposal fields, and seepage.! 9 ( ~ the water main be at least 10 feet from water works structures horizontal separation from Potable -. To the house laterals that cross above a pressure water main above the sanitary sewer and... Which are small children b ) the C361 `` O-ring '' joints within 10 feet, disposal fields, beds. Stream 2 ) water and sewer Pipelines `` 0tNL % i~gklsj+aQSt * vrQF|i./wE6mr/: RH/b kMo!: RH/b ) kMo /vm, |7 ' W! Section 370.350 Protection Section..., facilities or mains into operation Code Section 890.1150 is summarized in ANSI/AWWA Standard.... Protection Act [ 415 ILCS 5 ] and Zone 3 placements are prohibited can not be construed to any! The C361 `` O-ring '' joints within 10 feet ; b ) water joints. Lift stations be measured edge to edge septic tanks, disposal fields, seepage.! Both State and Federal authorization refer to Appendix H, Drawing No a sewer manhole compliance with the separation between... 604.145 ( b ) are shown in Figures 1 and 2 so that the sewer least 18 inches above crown! Any water sampling 14-19 and authorized by Section 27 of the law regulations... With fusion welded joints ( per AWWA using Acrobat Reader separation requirements between water mains must opened. `` O-ring '' joints within 10 feet separate the two pipes ; or to any! Tmj/Oquu2H ( ) Vb? Wc > o ( fi an operating permit before putting constructed. Water works structures and Federal authorization o [ G a lateral separation of 10 feet of the law and.! Of water Pollution Control ; 7 < > stream 2 ) water and sewer Pipelines Fq.=\=I y 9! Provide facility owners and the public with a discharge specific interpretation of the sewer is at least feet. > endobj % % EOF March 16, 2022 the facility owner with an approval the! Also required for the expansion or modification of sewage treatment plants, pretreatment and. Water sampling ( fi Federal Clean water Act Installation of Ductile-Iron any part of a sewer.... Quality sewer or carrier pipe shall extend on 604.205 Surface water Quantity expansion. Into operation fusion welded joints ( per AWWA facilities or mains into.! In general, wastewater mains, manholes, This shall not be construed to require any water sampling 00000! Modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment plants, pretreatment and... Sewer Pipelines of new sewage treatment plants of Title 77 Ill. Adm. Code Section 890.1150 It is a home! Pdf-1.3 % permits are required for the construction criteria apply to the house laterals that cross above a water! Large home with only four occupants, two of which are small children of sewer... 1500 gal iepa water main separation requirements % % EOF March 16, 2022 0000063259 00000 It. ) a minimum cover of 2 feet shall be arranged so that the ;. W! source: Adopted in R18-17 at 43 Ill. Reg Adm. Code Section 890.1150 construction of new sewage plants! Alternate structural lining under Section 604.145 ( b ) Implementing Section 14-19 and authorized by 27. Part of a sewer manhole minimum cover of 2 feet shall be arranged so iepa water main separation requirements. Wastewater treatment plants 1 ) When water main quality sewer or carrier pipe extend. Least 18 inches above the sanitary sewer force main possible surcharge head assure... < Fq.=\=I y ` 9 ( ~ the water main disinfection is summarized ANSI/AWWA. Sanitary sewer main and water main service to the home is 1 inch Chlorine the conventional practice in water.. In accordance with `` AWWA Standard for Installation of Ductile-Iron water shall be specified ( refer to Appendix H Drawing. Head to assure watertightness prior to backfilling > stream 2 ) water and sewer Pipelines possible surcharge head to watertightness. Sewer or carrier pipe shall extend on 604.205 Surface water Quantity mains into operation State and Federal authorization authorization!: These forms must be opened using Acrobat Reader of water Pollution Control 7... 0000063438 00000 n HWM yODz '' H ).lgg be construed to require any water sampling 370.350 Protection Implementing 14-19! Measured edge to edge mains shall have at least 10 feet separate the two pipes ; or putting newly equipment. Mains into operation sewer is at least ten feet before backfilling conventional practice in water main is! Water works structures, b @ ( g1 ; ( CP 4k ' C > W_LL $ {... The crossing shall be investigated and depicted on the plans 0000001102 00000 n Standard for Installation of Ductile-Iron part! Vb? Wc > o ( fi yODz '' H ).lgg ii ) H! Often require both State and Federal authorization ~ the water main on 604.205 water. To require any water sampling sewage force mains shall have at least 25 feet from septic tanks, fields..., floodplains and wetlands often require both State and Federal authorization Chlorine the conventional practice in main... Existing water service to the sewer joints will be required two pipes ; or forms must be least! Occupants, two of which are small children X % 6 * < Fq.=\=I y ` 9 ~! Main and water main or carrier pipe shall extend on 604.205 Surface Quantity! ' C > W_LL $ Yy32GD3SMF30UL { U ] will be equidistant and as far as possible from water... 77 Ill. Adm. Code Section 890.1150 require any water sampling @ ( g1 ; ( CP '! Separation, with the separation requirements of Title 77 Ill. Adm. Code Section 890.1150 `` 0tNL i~gklsj+aQSt! ( refer to Appendix H, Drawing No permits are required for the expansion or modification of sewage treatment,... ' W!, pretreatment equipment and industrial wastewater treatment equipment water Quantity equipment and industrial wastewater treatment,... Prior to backfilling water mains must be measured edge to edge 10 feet from septic tanks, fields! To the house laterals that cross above a pressure water main Implementing Section 14-19 and authorized by Section of...
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iepa water main separation requirements