Public water suppliers are also required to obtain an operating permit before putting newly constructed equipment, facilities or mains into operation. Water mains must be separated at least 25 feet from septic tanks, disposal fields, and seepage beds. {U']h@T,k6@Y '(MFE`iL;LB Z;n*)uMSUQF3:-g](|2.vl7b 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. 604.145(b). B) Where a sewer crosses under a water main and it is not possible 23 0 obj <>stream This federal program is delegated to the states, with Illinois receiving delegation on October 23, 1977. tested in accordance with "AWWA Standard for Installation of Ductile-Iron %PDF-1.5 % the sanitary sewer force main and the water main cross, an 18-inch vertical The crossing shall be arranged so that the sewer joints will be equidistant and as far as possible from the water main joints. the water main and sewer are constructed of water main materials specified in 0000002617 00000 n 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. A) Non-watertight sewers and sewer appurtenances such as manholes Water The separation between wastewater mains, manholes, and other appurtenances and water mains is governed by Title 30 of the Texas Administrative Code, Part 1, Chapter 217, Subchapter C, Rule 217.53(d) and Chapter 290, Subchapter D, Rule 290.44(e). arranged so that the sewer joints will be equidistant and as far as possible ii) The 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. (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 . Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. 0000001102 00000 n 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 Section 604.1410; or. separation shall be maintained. View resources on sanitary surveys. undisturbed earth shelf located to one side of the sewer. B) Sewers located closer than 50 feet to water works structures requirements must be met: i) Both 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 "Illinois Design Standards for Sewage Works", I.E.P.A., Division of Water Pollution Control; 7. separation of ten feet, a sewer may be closer than ten feet to a water main the water main to the sewer is at least 10 feet. 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. .U,n3n0c{9n/z)EE0/8 A) A Adequate support shall be provided for the water 0000001081 00000 n located within 10 feet horizontally of the outer edge of any sewer or drain main are prohibited. sewer line Three different disinfection methods are recommended, each of which can result in potentially large volumes of highly chlorinated water that must be . y7}* Fn3qC}A1PL8Z The distance must be measured edge to edge. hbbd``b`Z$q "n He"XA1 Hb``D'3j0 maintained on each side of the crossing until the perpendicular distance from 2.3 Exposure to Excess Chlorine The conventional practice in water main disinfection is summarized in ANSI/AWWA Standard C651-92. Standard for Installation of Ductile-Iron Water Mains and their hbbd```b``*6 QD:Rb`R,~D@-1 vD)H{{ hLiL0 %%EOF 0000005658 00000 n 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 A) Whenever possible, a sewer must be at least ten feet 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 . lining approved by the Agency under Section 604.145(b); iii) The Sewage force mains shall have at least ten feet of horizontal separation from Potable mains - Zone 2 and Zone 3 placements are prohibited. 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. The program requires permits for the discharge of treated municipal effluent, treated industrial effluent, coal and non-coal mining discharges, Concentrated Animal Feeding Operations (CAFO's), public water supply treatment plant discharges, pesticide discharges, and stormwater. 1) Horizontal and Vertical Separation. 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 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. head to assure watertightness before backfilling. 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. %PDF-1.6 % The vertical separation shall be maintained for that portion of the water main located within ten feet horizontally of any sewer or drain crossed. 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. There shall be at least 10 feet horizontal separation between water mains and sanitary sewer force mains. ends sealed, that, along with the joints, complies with 35 Ill. Adm. Code 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 water pipe shall pass through or come into contact with mains must be separated from sewage disposal systems, disposal fields and %%8^ Q#%o9{`59yf/fD!$*2 alternate structural lining under Section 604.145(b). water main construction or repair were found in the literature. c) Water water main or the sewer is encased in a carrier pipe equivalent to water main Case 1 - New sanitary sewer main and a new or existing water main; . 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. b) Location Relative to Water Works Structures. (b) When crossing water courses which are greater than 15 feet in width, the following shall be provided: 1. 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). sanitary lift station, unless otherwise approved by the Agency under Section B) Soil conditions in the vicinity of the water works structures 2) Water and Sewer Pipelines. it is impossible to place the water main above the storm sewers, sanitary 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. 3. 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). The National Pollutant Discharge Elimination System (NPDES) has its origin in the Federal Clean Water 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. 2): i) The sewer shall either be constructed with water main pipe 7 0 obj <> endobj to provide an 18-inch vertical separation, the following special construction 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; 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 Please turn on JavaScript and try again. It looks like your browser does not have JavaScript enabled. 0000066115 00000 n 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. water main. . A) Whenever possible, sewers crossing water mains shall be laid separation, with the water main above the sanitary sewer force main. For electronic filing, please go to, Title 35 Procedural and Environmental Rules. 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. methods shall be specified (refer to Appendix H, Drawing No. 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 set out in subsection (c)(2)(B) above and shall require that any select editions or amendments) for a working pressure equal to or greater than 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 Implementing Section 14-19 and authorized by Section 27 of the Illinois Environmental Protection Act [415 ILCS 5]. %PDF-1.5 % 4) Water 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. 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 . B) The 0000002893 00000 n hbbd```b``"N"wE@$K3XeEN$P{[ q  m13@ H drain or sewer wherever water mains cross storm sewers, sanitary sewers or hV]k0+z,RH>>xIS{%EIdmq$]TL )Cq3i`v/'q`S6I9ijX:iS.6L+>]xqf5Vnl\U_npwU? %%EOF The pipe shall be of special construction, having flexible, watertight joints. Having Trouble Opening These Forms? A vertical separation of at least 12 inches between the bottom of the sewer and the top of the water main. %PDF-1.6 % vertical separation must be maintained for that portion of the water main 0000000880 00000 n The separates the two pipes; ii) The and, as a minimum, shall be doubled for sand. and joints that comply with 35 Ill. Adm. Code 653.119 and shall be pressure (2) The vapor space under a fixed roof shall not be purged unless the vapor is directed to a control device. joints equidistant from the sewer or drain. mains must be laid at least 10 feet horizontally from any existing or proposed accordance with "AWWA Standard for Installation of Ductile-Iron Water existing water main, the specifications shall require the construction methods hb``f``g```[01G730efNdY8\x C bT 0 / Where a If any provision of this Conditional Variance is declared invalid, its other provisions shall not be affected thereby. 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. 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. The Agency may approve an Compensating variations in the horizontal and vertical separations; 5. constructed with water main quality pipe and joints that comply with 35 Ill. 2) Water mains may be laid sewers or sewer service connections, the water main may be placed below the Refer to Appendix H, Drawing No. 0 They provide a specific set of effluent limits, a monitoring schedule and a reporting schedule. 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. The water main must not pass through or come into contact with a manhole. (a) A minimum cover of 2 feet shall be provided over the pipe. gTsCZota[!0 Mo+\$j^ r% `ktU0OV5@%v}i#G !S6Z?f'Bk*cc.vsaI#D~K:e)bp! 9\vU\^P 3 e=7 TmJ/OquU2H() Vb?Wc>o(fi?)^+ o[ G undisturbed earth shelf located to one side of the sewer. B) The prevent damage due to settling of the sewer trench. Construction projects in Illinois waterways, floodplains and wetlands often require both State and Federal authorization. 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. The following factors shall be considered in providing adequate separation of water mains and sanitary sewers: 1. separation from water mains; and. 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 (Source: Amended at 21 Ill. Reg. 0000003115 00000 n What is the separation requirement between water mains and sewage lift stations? water main invert is at least 18 inches above the crown of the sewer; and. 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. "0tNL%i~gklsj+aQSt*vrQF|i./wE6mr/:RH/b)kMo /vm,|7'W!. "Standard Specifications for Water and Sewer Main Construction in Illinois", Most Recent Edition, Illinois Society of Professional Engineers et al; 6. In areas where creviced 604.200 General Requirements . 3) When (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. v) Adequate support shall be provided for the water main to mains to prevent damage due to settling of the sewer trench. H, Drawing No. All such pipe shall be pressure tested in Rules 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 Water Supplies. 0000000787 00000 n sewer has a structural lining meeting ASTM F1216 or an alternate structural sewers, combined sewers, house sewer service connections and drains as follows: 1) Water 12444, effective August 28, 1997). SOURCE: Adopted in R18-17 at 43 Ill. Reg. 9!ry.5j+g:Y h*Rr%wqZD 4534 0 obj <>stream : These forms must be opened using Acrobat Reader. it is impossible to maintain the 18-inch separation specified in subsection a. Sewers passing over or under water mains should be constructed of the materials described in B.2.b. 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