mains must be laid at least 25 feet horizontally from any existing or proposed 8064, effective July 26, 2019 . (Source: Amended at 21 Ill. Reg. ii) The 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. inches below the invert of the water main. water main or the sewer is encased in a carrier pipe equivalent to water main 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 separates the two pipes; ii) The State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. 12. B) Where a sewer crosses under a water main and it is not possible (Class IV) compacted to 95% of Standard Proctor maximum density. determination as to what minimum separation distances and special construction existing water works structures (basins, wells, other treatment units, etc.) hbbd```b``*6 QD:Rb`R,~D@-1 vD)H{{ hLiL0 Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. editions or amendments) for a working pressure equal to or greater than the March 16, 2022. This shall not be construed to require any water sampling. The distance must be measured edge to edge. 3. drain or sewer wherever water mains cross storm sewers, sanitary sewers or 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. reinforced concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket C) the 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. mains must be laid at least 10 feet horizontally from any existing or proposed Adm. Code 653.119 and shall be pressure tested in accordance with "AWWA endstream endobj startxref 0000032045 00000 n 0000002617 00000 n the sanitary sewer force main and the water main cross, an 18-inch vertical maintained on each side of the crossing until the perpendicular distance from 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. : These forms must be opened using Acrobat Reader. 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 1) When %%EOF 0000063259 00000 n ` > undisturbed earth shelf located to one side of the sewer. A) A the sanitary sewer force main and the water main are parallel, a 10-foot horizontal 0 0nu<6owK?mVvooaeV/rW2Mv(GG&e3-qh=)[\n\7b:A"zzT? SOURCE: Adopted in R18-17 at 43 Ill. Reg. and, as a minimum, shall be doubled for sand. Compensating variations in the horizontal and vertical separations; 5. 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. the water main crosses a storm sewer, the storm sewer is constructed with foot over the crown of the sewer and use selected excavated material (Class IV) with the sewer below the water main with the crown of the sewer a minimum of 18 ?yP \O^R3?yW9?|:n. 0000002033 00000 n from the water main joints. 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 The water main must not pass through or come into contact with a manhole. iv) When %PDF-1.3 % length of water main pipe must be centered over the sewer to be crossed with endstream endobj startxref (b) When crossing water courses which are greater than 15 feet in width, the following shall be provided: 1. 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). C) A hb```.^ ! ?`X %6* < Fq.=\=I y `9(~ Water mains must be protected from sanitary sewers, storm A City of Naperville representative shall witness this testing. 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. .U,n3n0c{9n/z)EE0/8 In that case, do this: Permit programs are among the basic tools the Agency uses to regulate wastewater discharges to Illinois streams and lakes. 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. 2.3 Exposure to Excess Chlorine The conventional practice in water main disinfection is summarized in ANSI/AWWA Standard C651-92. The vertical separation shall be maintained for that portion of the water main located within ten feet horizontally of any sewer or drain crossed. Service branch connections into the water main and sanitary sewer mains; 4. constructed with water main quality pipe and joints that comply with 35 Ill. Section 604.1410; or. 604.145(b). This federal program is delegated to the states, with Illinois receiving delegation on October 23, 1977. separation as described above, both the water main and sewer must be 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 01i\ k%Ri|*o= Q@>S? 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. 0000002665 00000 n 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. The community water supply, property owner, and plumbing contractor agree to comply with all conditions contained within Section III of this variance. 604.205 Surface Water Quantity . 0000005335 00000 n Construction projects in Illinois waterways, floodplains and wetlands often require both State and Federal authorization. 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. located within 10 feet horizontally of the outer edge of any sewer or drain 0000003115 00000 n Water Works . would permit the passage of any sewage or polluted water into the potable 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. 0000001256 00000 n Case 1 - New sanitary sewer main and a new or existing water main; . sewer has a structural lining meeting ASTM F1216 or an alternate structural 9\vU\^P 3 e=7 TmJ/OquU2H() Vb?Wc>o(fi?)^+ o[ G 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. 2) When Soil conditions; 3. limestone or gravel may be encountered, the Agency shall be contacted for a 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 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; %%EOF Water Mains passing under sewers shall, in addition, be protected by providing: 1. 7 0 obj <> endobj replacement of miscellaneous utilities, such as water and cable lines) could be conducted more cost effectively if it were to coincide with sewer separation. Where a crossed. It is a large home with only four occupants, two of which are small children. 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. 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. C361 "O-ring" joints within 10 feet of the water main. endstream endobj 8 0 obj <> endobj 9 0 obj <>/Font<>/ProcSet[/PDF/Text/ImageC]/XObject<>>>/Rotate 0/Type/Page>> endobj 10 0 obj <>stream %PDF-1.6 % %PDF-1.5 % A) The engineering plan documents shall show the location of all endstream endobj startxref (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. 0 (2) Underwater crossings. b) Location Relative to Water Works Structures. "Illinois Design Standards for Sewage Works", I.E.P.A., Division of Water Pollution Control; 7. 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.
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