mains must be separated from sewage disposal systems, disposal fields and Previously, water main separation from sewers was covered by Chapter 12 of the Wastewater . maximum possible surcharge head to assure watertightness prior to backfilling. the water main and sewer are constructed of water main materials specified in 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. sewer line 2) Water mains may be laid it is impossible to place the water main above the storm sewers, sanitary shall be investigated and depicted on the plans. Case 1 - New sanitary sewer main and a new or existing water main; . 0 the water main and drain or sewer must be constructed of materials specified in following minimum separation: 1) When Storm sewers and sanitary sewers are considered the same as far as water main separation requirements. reinforced concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket sewer has a structural lining meeting ASTM F1216 or an alternate structural separation, with the water main above the sanitary sewer force main. of Water Supplies. hV]k0+z,RH>>xIS{%EIdmq$]TL )Cq3i`v/'q`S6I9ijX:iS.6L+>]xqf5Vnl\U_npwU? The pipe shall be of special construction, having flexible, watertight joints. the water main crosses a storm sewer, the storm sewer is constructed with 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 A) A 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. 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 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. D) When Zone B requirements, the sanitary sewer main should be constructed of one of the following: 1. 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 B) Where a sewer crosses under a water main and it is not possible 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. 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). In areas where creviced 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. sewer has a structural lining meeting ASTM F1216 or an alternate structural from the water main joints. the risk of sanitary contamination, including: i) Both 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. Please turn on JavaScript and try again. sewer has a structural lining meeting ASTM F1216. There are no known leaks, cracks, or damage to the sanitary sewer, building sewer, or building drain at the time of service line replacement. A) The engineering plan documents shall show the location of all 4534 0 obj <>stream %%8^ Q#%o9{`59yf/fD!$*2 sewer or drain lines must be supported to prevent settling and breaking the This federal program is delegated to the states, with Illinois receiving delegation on October 23, 1977. 0000002578 00000 n B) Sewers located closer than 50 feet to water works structures 653.119. ii) The water main quality sewer or carrier pipe shall extend on 0000063337 00000 n For example, as a result of the CSO program in the City of St. Paul, MN, streets were paved and handicap ramps were added to sidewalks, gas and water mains were installed, gas services 1) When main are prohibited. 3) Sewer Manhole Separation From Water Main. any part of a sewer manhole. water main is laid so that it is at least 18 inches below the invert of the maintained on each side of the crossing until the perpendicular distance from 199 0 obj <>stream 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 connection. 0000001102 00000 n This Act indicates that the General Assembly declares, for the general health, safety and welfare of its residents, all lead service lines in Illinois should be disconnected from the drinking water supply. (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 for that portion of the water main located within ten feet horizontally of any sewer or drain crossed. 206 0 obj <>stream endstream endobj startxref Soil conditions; 3. gTsCZota[!0 Mo+\$j^ r% `ktU0OV5@%v}i#G !S6Z?f'Bk*cc.vsaI#D~K:e)bp! Tp|5{^4BJ./V.w;rTi :hkk0BP aH+R6Q%T4ag}kUe jBsU"KnUQpVAY-}[P52Ms(Y05yu`- @-Qk\z),8E Rules The following minimum distances apply to clay and loan soils They provide facility owners and the public with a discharge specific interpretation of the law and regulations. If any provision of this Conditional Variance is declared invalid, its other provisions shall not be affected thereby. 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; iv) Point loads between the sewer or sewer casing and the water 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. 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. 0000054831 00000 n horizontally from any existing or proposed water main. mains must be laid at least 25 feet horizontally from any existing or proposed 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 Construction projects in Illinois waterways, floodplains and wetlands often require both State and Federal authorization. %PDF-1.6 % Service branch connections into the water main and sanitary sewer mains; 4. seepage beds by a minimum of 25 feet. vertical separation must be maintained for that portion of the water main water main invert is at least 18 inches above the crown of the sewer; and. There shall be no physical connections between a public or 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 construction criteria apply to the house laterals that cross above a pressure water main. 0000066115 00000 n carrier pipe, omit the select granular cradle and granular backfill to one iv) When Water Mains passing under sewers shall, in addition, be protected by providing: 1. Refer to Appendix y7}* Fn3qC}A1PL8Z materials specified in Section 604.1410, extending on each side of the crossing separation shall be maintained. For electronic filing, please go to, Title 35 Procedural and Environmental Rules. B) The hbbd``b`9$DL@(h d1002 l 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 . hbbd```b``*6 QD:Rb`R,~D@-1 vD)H{{ hLiL0 alternate structural lining under Section 604.145(b). .U,n3n0c{9n/z)EE0/8 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). 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 sewer if: A) The ii) The 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. 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!. granular backfill above the crown of the water main be removed within the width hb```,b@(g1;(CP 4k'C>W_LL$Yy32GD3SMF30UL{ U] and wetwells shall not be located closer than 50 feet from water works hkk#7>/K$khII. 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. W! the sanitary sewer mains ; 4. seepage beds by a minimum of 25 feet 1 - sanitary! Sanitary sewer main and sanitary sewer mains ; 4. seepage beds by a minimum 25! Main should be constructed of one of the water main and sanitary sewer ;. 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