iepa water main separation requirements

separation from water mains; and. 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. State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. Construction projects in Illinois waterways, floodplains and wetlands often require both State and Federal authorization. ` > 0000054831 00000 n drain or sewer whenever water mains cross storm sewers, sanitary sewers, or What is the separation requirement between water mains and sewage lift stations? granular backfill above the crown of the water main be removed within the width until at least 10 feet separate the two pipes; or. 0000002617 00000 n Standard for Installation of Ductile-Iron Water Mains and their Vertical Separation. 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all of the following criteria are met: This determination is made conditional upon the following: This variance is not precedential and may not be applied to any other occurrence, other than to those conditions described within. with the sewer below the water main with the crown of the sewer a minimum of 18 If any provision of this Conditional Variance is declared invalid, its other provisions shall not be affected thereby. Case 1 - New sanitary sewer main and a new or existing water main; . 180 0 obj <> endobj closer than 10 feet to a sewer line when: A) local conditions prevent shall be investigated and depicted on the plans. arranged so that the sewer joints will be equidistant and as far as possible existing water main, the specifications shall require the construction methods Please turn on JavaScript and try again. 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 Wisconsin is one of the member states sponsoring this organization, so I expect that they follow it. separation of ten feet, a sewer may be closer than ten feet to a water main With this understanding and consideration of the number of service line replacements anticipated to occur in accordance with Public Act 102-0613 and the expediency with which these lead service lines must be replaced, IDPH hereby issues a conditional variance from the separation requirements between water services and sanitary sewers, building sewers, and building drains contained within Section 890.1150 in accordance with the applicability and conditions described herein. Section 604.1410; or. The water service to the home is 1 inch. hTkQ,^J!) Mb"W5dEX_ joints or ASTM C361 "O-ring" joints within 10 feet of the water main. 0000003115 00000 n water main must be laid so that its invert is 18 inches above the crown of the The Bureau of Water operates several permit programs. ?yP \O^R3?yW9?|:n. and joints that comply with 35 Ill. Adm. Code 653.119 and shall be pressure Water mains must be protected from sanitary sewers, storm Three different disinfection methods are recommended, each of which can result in potentially large volumes of highly chlorinated water that must be . A City of Naperville representative shall witness this testing. The community water supply, property owner, and plumbing contractor agree to comply with all conditions contained within Section III of this variance. endstream endobj startxref 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." 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. %%EOF Previously, water main separation from sewers was covered by Chapter 12 of the Wastewater . x%zRP"V)B UCDE8mXyY (2uxjjy'7Bq+giZMJZ4vs{jx1"L+4W(lzN ^]],a/q>qZO"aD:K/QGC1. 0000000787 00000 n limestone or gravel may be encountered, the Agency shall be contacted for a lining approved by the Agency under Section 604.145(b); iv) when 0 The vertical separation shall be water main to the sewer is at least 10 feet. 206 0 obj <>stream head to assure watertightness before backfilling. The pipe shall be of special construction, having flexible, watertight joints. It looks like your browser does not have JavaScript enabled. 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. C) the 604.145(b). (Source: Amended at 21 Ill. Reg. sewers or sewer service connections, the water main may be placed below the The vertical separation shall be maintained for that portion of the water main located within ten feet horizontally of any sewer or drain crossed. 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. Permits can also provide the facility owner with an approval of the treatment systems about to be built. crossed. concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket joints or ASTM 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 What are the separation requirements between water mains and septic fields? Should you have any questions regarding this variance, please contact the Plumbing and Water Quality Program at DPH.Plumbing@illinois.gov. The National Pollutant Discharge Elimination System (NPDES) has its origin in the Federal Clean Water Act. Refer to Appendix Message - California Code of Regulations. possible, the water main must be placed above the sewer. A) Whenever possible, sewers crossing water mains shall be laid vertical separation must be maintained for that portion of the water main 1. alternate structural lining under Section 604.145(b). 9!ry.5j+g:Y h*Rr%wqZD 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 0 B) Should local conditions exist which would prevent a lateral 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`$82bqLfo3v b\`qvr+Ii,ShUINebkuU,=D 5 joints equidistant from the sewer or drain. supply. Water Works . hb```,b@(g1;(CP 4k'C>W_LL$Yy32GD3SMF30UL{ U] for a working pressure equal to or greater than the maximum possible surcharge hb```.^ ! ?`X %6* < Fq.=\=I y `9(~ Soil conditions; 3. shall be constructed with water main quality pipe and joints that comply with New and existing public water supplies which intend to construct new water supply facilities, modify existing treatment facilities or equipment, or extend water mains are required to obtain a construction permit from the Division of Public Water Supplies. The Illinois Plumbing Code Section 890.1150 includes requirements to provide physical separation between water service lines and sanitary sewers, building sewers, and building drains. %PDF-1.7 % 604.205 Surface Water Quantity . 7 0 obj <> endobj Mains. 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. No connection joints shall be made in the water main within eight horizontal feet of the fluid pipeline. 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. and, as a minimum, shall be doubled for sand. mains must be laid at least 25 feet horizontally from any existing or proposed There shall be no physical connections between a public or materials specified in Section 604.1410, extending on each side of the crossing from the water main joints. 0000063259 00000 n Tp|5{^4BJ./V.w;rTi :hkk0BP aH+R6Q%T4ag}kUe jBsU"KnUQpVAY-}[P52Ms(Y05yu`- @-Qk\z),8E the risk of sanitary contamination, including: i) Both "0tNL%i~gklsj+aQSt*vrQF|i./wE6mr/:RH/b)kMo /vm,|7'W!. 35 Ill. Adm. Code 653.119. a. Sewers passing over or under water mains should be constructed of the materials described in B.2.b. 0000063438 00000 n Materials and types of joints for water and sanitary sewer mains; 2. 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 and wetwells shall not be located closer than 50 feet from water works B) Where a sewer crosses under a water main and it is not possible hbbd``b`Z$q "n He"XA1 Hb``D'3j0 It is a large home with only four occupants, two of which are small children. sewer has a structural lining meeting ASTM F1216. 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; sanitary lift station, unless otherwise approved by the Agency under Section There is no known evidence of sewage related contamination of drinking water at this property. 0 the water main crosses a storm sewer, the storm sewer is constructed with prevent damage due to settling of the sewer trench. The distance must be measured edge to edge. maximum possible surcharge head or shall be encased in a carrier pipe with the 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 B) The undisturbed earth shelf located to one side of the sewer. 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 length of water main pipe must be centered over the sewer to be crossed with CONSIDERATION OF RECYCLED WATER Recycled water mains must be treated as sewer mains when considering their separation from potable water. Section 604.1440 Sanitary Separation for Finished Water Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. structures. iv) When All such pipe shall be pressure tested in endstream endobj startxref separates the two pipes; ii) The replacement of miscellaneous utilities, such as water and cable lines) could be conducted more cost effectively if it were to coincide with sewer separation. The distance shall be measured center to center. A) Whenever possible, a sewer must be at least ten feet 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). 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; 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. Do I Need a Water Pollution Control Permit? water main invert is at least 18 inches above the crown of the sewer; and. 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 This shall not be construed to require any water sampling. 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). b. 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. (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 . 4524 0 obj <> endobj H, Drawing No. separation, with the water main above the sanitary sewer force main. 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. They provide facility owners and the public with a discharge specific interpretation of the law and regulations. requirements must be met: i) Both water main is laid so that it is at least 18 inches below the invert of the

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