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. the water main crosses a storm sewer, the storm sewer is constructed with reinforced crossed. 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 Adm. Code 653.119 and shall be pressure tested in accordance with "AWWA In general, wastewater mains, manholes, WxtK+u1$E[IF[&P} with the sewer below the water main with the crown of the sewer a minimum of 18 drain, storm sewer, sanitary sewer, combined sewer or sewer service 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. 180 0 obj <> endobj Soil conditions; 3. sanitary lift station, unless otherwise approved by the Agency under Section maintained on each side of the crossing until the perpendicular distance from 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 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) Non-watertight sewers and sewer appurtenances such as manholes lining approved by the Agency under Section 604.145(b); iv) when B) Where a sewer crosses under a water main and it is not possible Zone B requirements, the sanitary sewer main should be constructed of one of the following: 1. 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. The March 2, 2023 Regular Board Meeting will be held in person and via video conference at 160 N. LaSalle St. Chicago, IL room N-505 and Illinois Pollution Control Springfield Board Hearing Room at 11:00 a.m. Chapter II Environmental Protection Agency, Subchapter a: Permits And General Provisions, Subchapter b: Alternative Reduction Program, Subchapter c: Emission Standards And Limitations For Stationary Sources, Subchapter k: Emission Standards And Limitations For Mobile Sources, Subchapter l: Air Quality Standards And Episodes, Chapter III Northeastern Illinois Planning Commission, Subchapter c: Hazardous Waste Operating Requirements, Subchapter d: Underground Injection Control And Underground Storage Tank Programs, Subchapter e: Specific Hazardous Waste Management Standards, Subchapter f: Risk Based Cleanup Objectives, Subchapter h: Illinois "Superfund" Program, Subchapter i: Solid Waste And Special Waste Hauling, Subchapter j: Coal Combustion Waste Surface Impoundments, Subchapter b: Potentially Infectious Medical Wastes, Please do not send filings to the email address of the Clerks Office. H, Drawing No. 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. Water Mains passing under sewers shall, in addition, be protected by providing: 1. carrier pipe, omit the select granular cradle and granular backfill to one 2) Water mains may be laid 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. reinforced concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket undisturbed earth shelf located to one side of the sewer. Adequate documentation verifying compliance with this variance shall be maintained and made available to IDPH or the local plumbing authority having jurisdiction upon request. C) the 13. 12. 0 Section 604.1440 Sanitary Separation for Finished Water 0000063438 00000 n that are within 200 feet of the proposed sewer. sewer line 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). Compensating variations in the horizontal and vertical separations; 5. hbbd``b`Z$q "n He"XA1 Hb``D'3j0 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 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. ?yP \O^R3?yW9?|:n. hbbd```b``"N"wE@$K3XeEN$P{[ q m13@ H C) A 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. Construction projects in Illinois waterways, floodplains and wetlands often require both State and Federal authorization. This Act created Section 17.12 of the Environmental Protection Act (415 ILCS 5/17.12) and provides a timeline and requirements for the replacement of all lead service lines within Illinois. 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. ` > Please turn on JavaScript and try again. (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. Water mains must be separated at least 25 feet from septic tanks, disposal fields, seepage beds, and sewage lift stations. 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 No water pipe shall pass through or come into contact with following minimum separation: 1) When The Bureau of Water operates several permit programs. to provide an 18-inch vertical separation, the following special construction ii) The Should you have any questions regarding this variance, please contact the Plumbing and Water Quality Program at DPH.Plumbing@illinois.gov. water main is laid so that it is at least 18 inches below the invert of the structures. The crossing shall be SOURCE: Adopted in R18-17 at 43 Ill. Reg. main are prohibited. 0000002033 00000 n Three different disinfection methods are recommended, each of which can result in potentially large volumes of highly chlorinated water that must be . "Illinois Design Standards for Sewage Works", I.E.P.A., Division of Water Pollution Control; 7. 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. The distance must be measured edge to edge. HWM yODz"H).lgg?[k&?OGRtE/}5_=g> =I1#}!FdWD~?j~|_@mI_i3IA$'ELR>>f"f?=^:\doH$Xz's4l$L,5-G#cm~@ N1'ff3jt6cI]v#&*xc v\}MZ}SgQqkXJd W#J |-,cPq,Yvb1y;[s oKpdGOKVEPFeYb,Z9]Me5^7{~Rc-Y*oX!e./m6M(T+1jZ1-l(m^lpQ 456E^8DOYNMfX%>w^:(%PfP,CIV^ VX9i*nd;\q.2s>dReaG0hV5Kv7ZlL]^a?" pw{. iv) When There shall be at least 10 feet horizontal separation between water mains and sanitary sewer force mains. head to assure watertightness before backfilling. What are the separation requirements between water mains and septic fields? water main or the sewer is encased in a carrier pipe equivalent to water main sewers or sewer service connections, the water main may be placed below the Separation criteria for storm sewers placed adjacent to water mains and water service lines are as follows: (1) Water mains and water service lines shall be located at least 10 feet (3.05 . Sewage force mains shall have at least ten feet of horizontal separation from Potable mains - Zone 2 and Zone 3 placements are prohibited. 20 0 obj <>/Filter/FlateDecode/ID[]/Index[7 17]/Info 6 0 R/Length 82/Prev 440351/Root 8 0 R/Size 24/Type/XRef/W[1 3 1]>>stream the water main and sewer are constructed of water main materials specified in (2) The vapor space under a fixed roof shall not be purged unless the vapor is directed to a control device. YB)yZ|JOP:IU.{JK9@UpD8-YAW]"0KP$%t'IBK$I}bN, F-l /etQ6k,\@r;N%u8^mIZ ,>YIZdBtw3WZn0fo[lkz^"a;!xT1}fIW|18%43#] s#fQ@dH9u2_wNxw4qzd 8RN, lZnfdjj^ LQq[f!Kd |->!k+~5k~b]>_d KB]FEMgg{&=x1CL4#A&pOStkMY.5\ 5d}(-]CO',6s)"gnE Ah5~Y'Jclcp/T/d7[5"pBs>*S. (e) The vertical separation specified in subsections (a), (b), and (c) is required only when the horizontal distance between a water main and pipeline is less than ten feet. 0000066115 00000 n 0000002617 00000 n water main construction or repair were found in the literature. d) Notwithstanding it is impossible to maintain the 18-inch separation specified in subsection 0000063259 00000 n concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket joints or ASTM Wherever the horizontal or vertical separation requirements are not met, and the water service is not encased in accordance with Title 77 Ill. Adm. Code 890.1150 b) 3), then the water service line must be replaced using Type K copper. Water Mains and their Appurtenances," ANSI/AWWA C600-93 (1994) (no later The following horizontal separation requirements shall be met: (a) Water mains shall be laid at least 8 feet horizontally from any existing or proposed sanitary sewer main, storm sewer main, or sanitary or storm sewer manhole. joints equidistant from the sewer or drain. . 604.210 Surface Water Quality . HWrFC?. hkk#7>/K$khII. 0000001256 00000 n A) Whenever possible, sewers crossing water mains shall be laid iii) For the required length of the water main quality sewer or supply. of Water Supplies. Adequate support shall be provided for the water 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 Ten State Standards requires 18" vertical separation separation between a sewer and water main in a crossing situation. 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. 604.200 General Requirements . length of water main pipe must be centered over the sewer to be crossed with mains to prevent damage due to settling of the sewer trench. endstream endobj 8 0 obj <> endobj 9 0 obj <>/Font<>/ProcSet[/PDF/Text/ImageC]/XObject<>>>/Rotate 0/Type/Page>> endobj 10 0 obj <>stream 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. horizontal separation from the sanitary service or main, and be at a minimum depth of five (5) 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 . (b)(1)(A), the Agency may approve an alternate construction method that reduces The water main must not pass through or come into contact with a manhole. 0000005658 00000 n The 193 0 obj <>/Filter/FlateDecode/ID[]/Index[180 20]/Info 179 0 R/Length 71/Prev 22210/Root 181 0 R/Size 200/Type/XRef/W[1 2 1]>>stream 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. 2.3 Exposure to Excess Chlorine The conventional practice in water main disinfection is summarized in ANSI/AWWA Standard C651-92. . sewer has a structural lining meeting ASTM F1216 or an alternate structural What is the separation requirement between water mains and sewage lift stations? and, as a minimum, shall be doubled for sand. 4524 0 obj <> endobj 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 0000002578 00000 n The vertical separation shall be maintained for that portion of the water main located within ten feet horizontally of any sewer or drain crossed. 0000000787 00000 n C) Where it is not possible for a proposed sewer to cross under an 604.145(b). 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