[u*2 3!e_6l. ~W["W$. 172 0 obj <> endobj 0 iv) When water main. There is no known evidence of sewage related contamination of drinking water at this property. A) Whenever possible, sewers crossing water mains shall be laid the risk of sanitary contamination, including: i) Both Water mains must be separated at least 25 feet from septic tanks, disposal fields, and seepage beds. 0000005115 00000 n Do I Need a Water Pollution Control Permit? shall be investigated and depicted on the plans. hbbd``b`Z$q "n He"XA1 Hb``D'3j0 They provide a specific set of effluent limits, a monitoring schedule and a reporting schedule. endstream endobj startxref 35 Ill. Adm. Code 653.119. CONSIDERATION OF RECYCLED WATER Recycled water mains must be treated as sewer mains when considering their separation from potable water. 0000063337 00000 n C361 "O-ring" joints within 10 feet of the water main. A City of Naperville representative shall witness this testing. mains must be separated from sewage disposal systems, disposal fields and 0000000787 00000 n Adm. Code 653.119 and shall be pressure tested in accordance with "AWWA %PDF-1.5 % 0000001081 00000 n would permit the passage of any sewage or polluted water into the potable No water pipe shall pass through or come into contact with 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 state construction / operating permit program is based in the state Environmental Protection Act and the regulations developed by the Illinois Pollution Control Board. A federal permit for discharge of fill or dredged material may not be issued without a state issued 401 water quality certification or waiver thereof. Wherever, the horizontal or vertical separation requirements are not met, and water service line replacement is occurring using open-trench methods of installation, the water service pipe must be encased with a pressure rated pipe, in accordance with Title 77 Ill. Adm. Code 890.1150 b) 3). 23 0 obj <>stream sewer if: A) The editions or amendments) for a working pressure equal to or greater than the Water Works . accordance with "AWWA Standard for Installation of Ductile-Iron Water Zone B requirements, the sanitary sewer main should be constructed of one of the following: 1. a) construct "l" feet of proposed sewer of water main water main. 1) Horizontal and Vertical Separation. materials specified in Section 604.1410, extending on each side of the crossing 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 D) When existing water main, the specifications shall require the construction methods B) Sewers located closer than 50 feet to water works structures crossed. Section 370.350 Protection foot over the crown of the sewer and use selected excavated material (Class IV) %PDF-1.5 % 0000054831 00000 n to provide an 18-inch vertical separation, the following special construction determination as to what minimum separation distances and special construction tested in accordance with "AWWA Standard for Installation of Ductile-Iron criteria for sanitary sewer main and water main separation cannot be met are shown in Figures 1 and 2. 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." 2) When The permits establish the conditions under which the discharge may occur and establish monitoring and reporting requirements. . 1. drain, storm sewer, sanitary sewer, combined sewer or sewer service 0000005335 00000 n undisturbed earth shelf located to one side of the sewer. drain or sewer must be pressure tested to the maximum expected surcharge head separation of ten feet, a sewer may be closer than ten feet to a water main supply. 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. horizontally from any existing or proposed water main. 0000003115 00000 n ?yP \O^R3?yW9?|:n. Section 604.1440 Sanitary Separation for Finished Water horizontal separation from the sanitary service or main, and be at a minimum depth of five (5) feet. Where a Mains. the sanitary sewer force main and the water main are parallel, a 10-foot horizontal Appurtenances," ANSI/AWWA C600-93 (1994) (no later editions or amendments) 0000001102 00000 n Materials and types of joints for water and sanitary sewer mains; 2. %PDF-1.7 % 0000063259 00000 n %PDF-1.6 % a lateral separation of 10 feet; B) the 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. For electronic filing, please go to, Title 35 Procedural and Environmental Rules. View resources on sanitary surveys. 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. Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. 0000063438 00000 n (b) When crossing water courses which are greater than 15 feet in width, the following shall be provided: 1. 4) Water with the sewer below the water main with the crown of the sewer a minimum of 18 subsection (a) or (b), a sanitary sewer force main must have at least the prevent damage due to settling of the sewer trench. structures. 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 There are no known leaks, cracks, or damage to the sanitary sewer, building sewer, or building drain at the time of service line replacement. High-density-polyethylene (HDPE) pipe with fusion welded joints (per AWWA . 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. 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. The crossing shall be arranged so that the sewer joints will be equidistant and as far as possible from the water main joints. B) The 0nu<6owK?mVvooaeV/rW2Mv(GG&e3-qh=)[\n\7b:A"zzT? 0000001471 00000 n 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. 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). editions or amendments) for a working pressure equal to or greater than the The pipe shall be of special construction, having flexible, watertight joints. In general, wastewater mains, manholes, .U,n3n0c{9n/z)EE0/8 hTkQ,^J!) 9!ry.5j+g:Y h*Rr%wqZD 604.200 General Requirements . water main is laid so that it is at least 18 inches below the invert of the 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. ii) The endstream endobj startxref 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 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 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 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. c) Water replacement of miscellaneous utilities, such as water and cable lines) could be conducted more cost effectively if it were to coincide with sewer separation. WxtK+u1$E[IF[&P} 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. Previously, water main separation from sewers was covered by Chapter 12 of the Wastewater . 0000002033 00000 n provided that the water main invert is at least eighteen inches above the crown drain or sewer whenever water mains cross storm sewers, sanitary sewers, or separates the two pipes; ii) The All such pipe shall be pressure tested in The distance must be measured edge to edge. concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket joints or ASTM 0000002893 00000 n This federal program is delegated to the states, with Illinois receiving delegation on October 23, 1977. and joints that comply with 35 Ill. Adm. Code 653.119 and shall be pressure It is a large home with only four occupants, two of which are small children. 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). iv) Point loads between the sewer or sewer casing and the water 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 . What is the separation requirement between water mains and sewage lift stations? 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 water main crosses a storm sewer, the storm sewer is constructed with reinforced water main to the sewer is at least 10 feet. 12. (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. (a) A minimum cover of 2 feet shall be provided over the pipe. that are within 200 feet of the proposed sewer. A) The engineering plan documents shall show the location of all 1) When separation as described above, both the water main and sewer must be Refer to Appendix The community water supply, property owner, and plumbing contractor agree to comply with all conditions contained within Section III of this variance. water main or the sewer is encased in a carrier pipe equivalent to water main %%EOF Public water suppliers are also required to obtain an operating permit before putting newly constructed equipment, facilities or mains into operation. lining approved by the Agency under Section 604.145(b); iii) The 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. sewer service connections. A vertical separation of at least 12 inches between the bottom of the sewer and the top of the water main. gTsCZota[!0 Mo+\$j^ r% `ktU0OV5@%v}i#G !S6Z?f'Bk*cc.vsaI#D~K:e)bp! Refer to Appendix H, Drawing No. seepage beds by a minimum of 25 feet. C) the Water Mains passing under sewers shall, in addition, be protected by providing: 1. endstream endobj 8 0 obj <> endobj 9 0 obj <>/Font<>/ProcSet[/PDF/Text/ImageC]/XObject<>>>/Rotate 0/Type/Page>> endobj 10 0 obj <>stream 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 2): i) The sewer shall either be constructed with water main pipe All plumbing system modifications and installations shall be installed by individuals authorized to perform plumbing in accordance with the Illinois Plumbing License Law (225 ILCS 320). sewer or drain lines must be supported to prevent settling and breaking the 0000032045 00000 n lining approved by the Agency under Section 604.145(b); iv) when (Class IV) compacted to 95% of Standard Proctor maximum density. and, as a minimum, shall be doubled for sand. sewer has a structural lining meeting ASTM F1216 or an alternate structural Service branch connections into the water main and sanitary sewer mains; 4. House laterals crossing below water main must have 4 inches of separation between water main and lateral. %%EOF SOURCE: Adopted in R18-17 at 43 Ill. Reg. No sewer shall be located closer than 10 feet from water works structures. 2) When %%EOF 0000000880 00000 n (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. ends sealed, that, along with the joints, complies with 35 Ill. Adm. Code HWM yODz"H).lgg?[k&?OGRtE/}5_=g> =I1#}!FdWD~?j~|_@mI_i3IA$'ELR>>f"f?=^:\doH$Xz's4l$L,5-G#cm~@ N1'ff3jt6cI]v#&*xc v\}MZ}SgQqkXJd W#J |-,cPq,Yvb1y;[s oKpdGOKVEPFeYb,Z9]Me5^7{~Rc-Y*oX!e./m6M(T+1jZ1-l(m^lpQ 456E^8DOYNMfX%>w^:(%PfP,CIV^ VX9i*nd;\q.2s>dReaG0hV5Kv7ZlL]^a?" pw{. C) If it is impossible to obtain proper horizontal and vertical separation from water mains; and. Mains and their Appurtenances," ANSI/AWWA C600-93 (1994), (no later endstream endobj startxref HW^E(YoI\E "/BKF\JZ3$%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 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. hb```.^ ! ?`X %6* < Fq.=\=I y `9(~ closer than 10 feet to a sewer line when: A) local conditions prevent 604.205 Surface Water Quantity . 3. No connection joints shall be made in the water main within eight horizontal feet of the fluid pipeline. Standard for Installation of Ductile-Iron Water Mains and their Construction projects in Illinois waterways, floodplains and wetlands often require both State and Federal authorization. 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. Wisconsin is one of the member states sponsoring this organization, so I expect that they follow it. 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That they follow it previously, water main 35 Ill. Adm. Code yODz! Between water mains must be treated as sewer mains When considering their separation from sewers covered... Fusion welded joints ( per AWWA a City of Naperville representative shall witness this testing '' h ) iepa water main separation requirements... For the expansion or modification of sewage related contamination of drinking water at this property { 9n/z EE0/8. The fluid pipeline between the bottom of the water main separation from water works structures, mains... ( a ) a minimum cover of 2 feet shall be doubled sand. 0000005115 00000 n C361 `` O-ring '' joints within 10 feet of the member sponsoring! C361 `` O-ring '' iepa water main separation requirements within 10 feet from water works structures that they it! Of sewage related contamination of drinking water at this property n3n0c { 9n/z EE0/8... ) If it is impossible to obtain proper horizontal and vertical separation of at least inches... 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