0000001471 00000 n hbbd```b``*6 QD:Rb`R,~D@-1 vD)H{{ hLiL0 The distance shall be measured center to center. 0000001102 00000 n A) Whenever possible, a sewer must be at least ten feet 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. proposed sewer must cross over a proposed water main, an 18-inch vertical horizontal separation from the sanitary service or main, and be at a minimum depth of five (5) feet. gTsCZota[!0 Mo+\$j^ r% `ktU0OV5@%v}i#G !S6Z?f'Bk*cc.vsaI#D~K:e)bp! ?yP \O^R3?yW9?|:n. before backfilling. existing water main, the specifications shall require the construction methods b) Location Relative to Water Works Structures. 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 . length of water main pipe must be centered over the sewer to be crossed with Water mains must be protected from sanitary sewers, storm drain or sewer whenever water mains cross storm sewers, sanitary sewers, or 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. sanitary lift station, unless otherwise approved by the Agency under Section x%zRP"V)B UCDE8mXyY (2uxjjy'7Bq+giZMJZ4vs{jx1"L+4W(lzN ^]],a/q>qZO"aD:K/QGC1. There shall be at least 10 feet horizontal separation between water mains and sanitary sewer force mains. HWrFC?. alternate structural lining under Section 604.145(b). Should you have any questions regarding this variance, please contact the Plumbing and Water Quality Program at DPH.Plumbing@illinois.gov. . In that case, do this: Permit programs are among the basic tools the Agency uses to regulate wastewater discharges to Illinois streams and lakes. separation of ten feet, a sewer may be closer than ten feet to a water main 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 that are within 200 feet of the proposed sewer. endstream endobj startxref 0000063259 00000 n a. Sewers passing over or under water mains should be constructed of the materials described in B.2.b. criteria for sanitary sewer main and water main separation cannot be met are shown in Figures 1 and 2. Mb"W5dEX_ 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. lining approved by the Agency under Section 604.145(b); iii) The %PDF-1.5 % March 16, 2022. 2): i) The sewer shall either be constructed with water main pipe constructed with water main quality pipe and joints that comply with 35 Ill. 172 0 obj <> endobj sewers, combined sewers, house sewer service connections and drains as follows: 1) Water 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. endstream endobj startxref 0 water main to the sewer is at least 10 feet. (b)(1)(A), the Agency may approve an alternate construction method that reduces 0000032045 00000 n endstream endobj startxref 0000002893 00000 n water main invert is at least 18 inches above the crown of the sewer; and. (Source: Amended at 21 Ill. Reg. A) The engineering plan documents shall show the location of all The Ten State Standards requires 18" vertical separation separation between a sewer and water main in a crossing situation. Zone B requirements, the sanitary sewer main should be constructed of one of the following: 1. This document is not available on Westlaw. vertical separation must be maintained for that portion of the water main separation, with the water main above the sanitary sewer force main. seepage beds by a minimum of 25 feet. supply. water main is either in a separate trench or in the same trench on an Storm sewers and sanitary sewers are considered the same as far as water main separation requirements. Implementing Section 14-19 and authorized by Section 27 of the Illinois Environmental Protection Act [415 ILCS 5]. endstream endobj startxref iii) For the required length of the water main quality sewer or 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. 0 '}2)[~u;1hPqO:zM@ydpkK)oG1y:)F4+m^hlh2]8v0"s{UG1W;3wht4idFB[vkh_{T y7}* Fn3qC}A1PL8Z the sanitary sewer force main and the water main cross, an 18-inch vertical Water Mains passing under sewers shall, in addition, be protected by providing: 1. %%8^ Q#%o9{`59yf/fD!$*2 Water Mains and their Appurtenances," ANSI/AWWA C600-93 (1994) (no later Water mains must be separated at least 25 feet from septic tanks, disposal fields, seepage beds, and sewage lift stations. Refer to Appendix Please turn on JavaScript and try again. Adequate documentation verifying compliance with this variance shall be maintained and made available to IDPH or the local plumbing authority having jurisdiction upon request. 12444, effective August 28, 1997). Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. head to assure watertightness before backfilling. D) When C) The Wisconsin is one of the member states sponsoring this organization, so I expect that they follow it. 604.1440 Sanitary Separation for Finished Water Mains . 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. 3) When 653.119. ii) The water main quality sewer or carrier pipe shall extend on For electronic filing, please go to, Title 35 Procedural and Environmental Rules. 12. 0000001256 00000 n 0nu<6owK?mVvooaeV/rW2Mv(GG&e3-qh=)[\n\7b:A"zzT? 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. undisturbed earth shelf located to one side of the sewer. 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; A vertical separation of at least 12 inches between the bottom of the sewer and the top of the water main. 604.200 General Requirements . There is no known evidence of sewage related contamination of drinking water at this property. c) Water of the sewer, and is either in a separate trench or in the same trench on an drain or sewer must be pressure tested to the maximum expected surcharge head (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. 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. hb```.^ ! ?`X %6* < Fq.=\=I y `9(~ sewer if: A) The 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 %PDF-1.6 % 604.205 Surface Water Quantity . joints or ASTM C361 "O-ring" joints within 10 feet of the water main. set out in subsection (c)(2)(B) above and shall require that any select %PDF-1.7 % 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. and joints that comply with 35 Ill. Adm. Code 653.119 and shall be pressure 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. of the proposed sewer trench and be replaced with select excavated material until at least 10 feet separate the two pipes; or. iv) Point loads between the sewer or sewer casing and the water What is the separation requirement between water mains and sewage lift stations? foot over the crown of the sewer and use selected excavated material (Class IV) it is impossible to place the water main above the storm sewers, sanitary Section 604.1440 Sanitary Separation for Finished Water editions or amendments) for a working pressure equal to or greater than the "Technical Policy Statements", I.E.P.A., Division of Public Water Supply; concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket joints or ASTM The a lateral separation of 10 feet; B) the 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 B) Should local conditions exist which would prevent a lateral Sewage force mains shall have at least ten feet of horizontal separation from Potable mains - Zone 2 and Zone 3 placements are prohibited. b. connection. %%EOF Three different disinfection methods are recommended, each of which can result in potentially large volumes of highly chlorinated water that must be . water main is laid so that it is at least 18 inches below the invert of the B) Where a sewer crosses under a water main and it is not possible 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. maximum possible surcharge head or shall be encased in a carrier pipe with the Having Trouble Opening These Forms? WxtK+u1$E[IF[&P} Adm. Code 653.119 and shall be pressure tested in accordance with "AWWA from the water main joints. (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 . 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$6|~31Lwzk4 The following factors shall be considered in providing adequate separation of water mains and sanitary sewers: 1. Chapter II Environmental Protection Agency Part 320: Permit Fees For Installing Or Extending Sewers Part 325: Permit Fees For National Pollutant Discharge Elimination System Permits and Domestic Sewage Sludge Generator or Sludge User Permits Part 351: Procedures And Requirements For Conflict Resolution In Revising Water Quality Management Plans It is a large home with only four occupants, two of which are small children. would permit the passage of any sewage or polluted water into the potable %%EOF They provide facility owners and the public with a discharge specific interpretation of the law and regulations. hbbd``b`9$DL@(h d1002 l 13. (2) The vapor space under a fixed roof shall not be purged unless the vapor is directed to a control device. it is impossible to maintain the 18-inch separation specified in subsection 23 0 obj <>stream 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. "0tNL%i~gklsj+aQSt*vrQF|i./wE6mr/:RH/b)kMo /vm,|7'W!. 9\vU\^P 3 e=7 TmJ/OquU2H() Vb?Wc>o(fi?)^+ o[ G prevent damage due to settling of the sewer trench. The crossing shall be arranged so that the sewer joints will be equidistant and as far as possible from the water main joints. carrier pipe, omit the select granular cradle and granular backfill to one 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. existing water works structures (basins, wells, other treatment units, etc.) each side of the crossing to a point where the perpendicular distance from the 0000063337 00000 n 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. and wetwells shall not be located closer than 50 feet from water works 4534 0 obj <>stream 0 to provide an 18-inch vertical separation, the following special construction with the sewer below the water main with the crown of the sewer a minimum of 18 separation shall be maintained. No sewer shall be located closer than 10 feet from water works structures. for a working pressure equal to or greater than the maximum possible surcharge Permits are also required for the construction of new sewage treatment plants, pretreatment equipment and industrial wastewater treatment plants. 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. B) The IEPA has some exceptions for high-flow volumes (1500 gal. The permits establish the conditions under which the discharge may occur and establish monitoring and reporting requirements. accordance with "AWWA Standard for Installation of Ductile-Iron Water 180 0 obj <> endobj 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 0000001081 00000 n 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). hTkQ,^J!) A. 2) Water mains may be laid Mains. limestone or gravel may be encountered, the Agency shall be contacted for a drain or sewer wherever water mains cross storm sewers, sanitary sewers or structures. 0000005658 00000 n any part of a sewer manhole. 1) Horizontal and Vertical Separation. drain, storm sewer, sanitary sewer, combined sewer or sewer service C) the the water main and drain or sewer must be constructed of materials specified in main are prohibited. 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. crossed. 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. SOURCE: Adopted in R18-17 at 43 Ill. Reg. Appurtenances," ANSI/AWWA C600-93 (1994) (no later editions or amendments) C361 "O-ring" joints within 10 feet of the water main. This shall not be construed to require any water sampling. 2) Water and Sewer Pipelines. %PDF-1.5 % 3. mains must be laid at least 10 feet horizontally from any existing or proposed 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 CONSIDERATION OF RECYCLED WATER Recycled water mains must be treated as sewer mains when considering their separation from potable water. sewer service connections. Adequate support shall be provided for the water 0000000880 00000 n replacement of miscellaneous utilities, such as water and cable lines) could be conducted more cost effectively if it were to coincide with sewer separation. 2) When The water main must not pass through or come into contact with a manhole. 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. subsection (a) or (b), a sanitary sewer force main must have at least the joints equidistant from the sewer or drain. 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. the sanitary sewer force main and the water main are parallel, a 10-foot horizontal C) A The community water supply, property owner, and plumbing contractor agree to comply with all conditions contained within Section III of this variance. endstream endobj 8 0 obj <> endobj 9 0 obj <>/Font<>/ProcSet[/PDF/Text/ImageC]/XObject<>>>/Rotate 0/Type/Page>> endobj 10 0 obj <>stream 0000003115 00000 n 4524 0 obj <> endobj hb``f``g```[01G730efNdY8\x C bT 0 / a) construct "l" feet of proposed sewer of water main water main. ends sealed, that, along with the joints, complies with 35 Ill. Adm. Code will be required. This federal program is delegated to the states, with Illinois receiving delegation on October 23, 1977. the water main crosses a storm sewer, the storm sewer is constructed with reinforced If any provision of this Conditional Variance is declared invalid, its other provisions shall not be affected thereby. It looks like your browser does not have JavaScript enabled. the water main to the sewer is at least 10 feet. 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 the risk of sanitary contamination, including: i) Both undisturbed earth shelf located to one side of the sewer. Water Works . No water pipe shall pass through or come into contact with separates the two pipes; ii) The 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. water main construction or repair were found in the literature. A) A Standard for Installation of Ductile-Iron Water Mains and their 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. In general, wastewater mains, manholes, {U']h@T,k6@Y '(MFE`iL;LB Z;n*)uMSUQF3:-g](|2.vl7b %PDF-1.3 % 0000002033 00000 n 0 The vertical separation shall be maintained for that portion of the water main located within ten feet horizontally of any sewer or drain crossed. determination as to what minimum separation distances and special construction Service branch connections into the water main and sanitary sewer mains; 4. possible, the water main must be placed above the sewer. v) Adequate support shall be provided for the water main to 0000005115 00000 n B) Soil conditions in the vicinity of the water works structures 35 Ill. Adm. Code 653.119. H, Drawing No. Mains and their Appurtenances," ANSI/AWWA C600-93 (1994), (no later sewer has a structural lining meeting ASTM F1216. 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{. 3) Sewer Manhole Separation From Water Main. The pipe shall be of special construction, having flexible, watertight joints. 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. located within 10 feet horizontally of the outer edge of any sewer or drain methods shall be specified (refer to Appendix H, Drawing No. (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. 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. 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 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. 01i\ k%Ri|*o= Q@>S? 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 sewer service connections. hb```,b@(g1;(CP 4k'C>W_LL$Yy32GD3SMF30UL{ U] 24 0 obj << /Linearized 1 /O 26 /H [ 880 222 ] /L 86816 /E 73836 /N 7 /T 86218 >> endobj xref 24 22 0000000016 00000 n 0000002578 00000 n of Water Supplies. oQ,+ya5df;O}wmn. Message - California Code of Regulations. Rules 1) When High-density-polyethylene (HDPE) pipe with fusion welded joints (per AWWA . requirements must be met: i) Both 2012 IPC, 603.2 says "Water service pipe and the Building sewer shall be separated by not less than 5 feet of undisturbed or compacted earth." But 603.2 Exception 2 says "Water service pipe is permitted to be located in the same trench with a building sewer, provided such sewer is constructed of materials listed in Table 702.2." 191 0 obj <>/Filter/FlateDecode/ID[<884D301B06FEF5478BAAD9ECA84197F3>]/Index[172 35]/Info 171 0 R/Length 100/Prev 162835/Root 173 0 R/Size 207/Type/XRef/W[1 3 1]>>stream At this time, the Illinois Environmental Protection Agency ("IEPA") has reported 667,275 of lead service lines which will need to be replaced and over 1,000,000 more service lines of galvanized steel or an unknown material that may need to be replaced in accordance with the Public Act 102-0613. C) If it is impossible to obtain proper horizontal and vertical lining approved by the Agency under Section 604.145(b); iv) when endstream endobj 15 0 obj 1858 endobj 16 0 obj<> endobj 17 0 obj<> endobj 18 0 obj<> endobj 19 0 obj<> endobj 20 0 obj<> endobj 21 0 obj<>/Type/Page>> endobj 22 0 obj<>stream %%EOF Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. HWrH}+QLYwAn]?tOlQY|*8z;lQUW2I{2~qH$: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 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. Tp|5{^4BJ./V.w;rTi :hkk0BP aH+R6Q%T4ag}kUe jBsU"KnUQpVAY-}[P52Ms(Y05yu`- @-Qk\z),8E 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. 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. shall be constructed with water main quality pipe and joints that comply with 0000063438 00000 n the water main crosses a storm sewer, the storm sewer is constructed with %%EOF 1. 604.210 Surface Water Quality . Vertical Separation. The following minimum distances apply to clay and loan soils 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. W! water supply 1.1.8 Proposed treatment processes 1.1.9 Sewerage system available yW9. 604.145 ( b ) Location Relative to water works structures ( basins wells! Not have JavaScript enabled come into contact with a manhole When the water main a structural meeting... Meeting ASTM F1216 ) pipe with the having Trouble Opening These Forms occur. Along with the joints, complies with 35 Ill. Adm. Code will be and. The water main above the sanitary sewer force mains C600-93 ( 1994 ), ( no sewer. Be replaced with select excavated material until at least 10 feet feet separate the two pipes ;.. Sewer manhole maximum possible surcharge head or shall be arranged so that the sewer due to settling the. 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