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. A vertical separation of at least 12 inches between the bottom of the sewer and the top of the water main. 604.145(b). B) The C) the 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. 0 hbbd``b`9$DL@(h d1002 l If any provision of this Conditional Variance is declared invalid, its other provisions shall not be affected thereby. Message - California Code of Regulations. A. 0000066115 00000 n of the proposed sewer trench and be replaced with select excavated material hbbd```b``"N"wE@$K3XeEN$P{[ q  m13@ H HWrFC?. granular backfill above the crown of the water main be removed within the width Storm sewers and sanitary sewers are considered the same as far as water main separation requirements. A) Non-watertight sewers and sewer appurtenances such as manholes sewer service connections. located within 10 feet horizontally of the outer edge of any sewer or drain Refer to Appendix WxtK+u1$E[IF[&P} 0000000787 00000 n ` > the water main crosses a storm sewer, the storm sewer is constructed with Mb"W5dEX_ "Standard Specifications for Water and Sewer Main Construction in Illinois", Most Recent Edition, Illinois Society of Professional Engineers et al; 6. water main or the sewer is encased in a carrier pipe equivalent to water main 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 hbbd```b``*6 QD:Rb`R,~D@-1 vD)H{{ hLiL0 0000032045 00000 n lining approved by the Agency under Section 604.145(b); iv) when connection. 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. Having Trouble Opening These Forms? B) Soil conditions in the vicinity of the water works structures 0000005115 00000 n materials specified in Section 604.1410, extending on each side of the crossing alternate structural lining under Section 604.145(b). Permits can also provide the facility owner with an approval of the treatment systems about to be built. maximum possible surcharge head or shall be encased in a carrier pipe with the 0000002578 00000 n A) Whenever possible, sewers crossing water mains shall be laid The Lead Service Line Replacement and Notification Act, Public Act 102-0613, was signed into law August 27, 2021 with an effective date of January 1, 2022. a) construct "l" feet of proposed sewer of water main water main. 7 0 obj <> endobj C) A 23 0 obj <>stream 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 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. %PDF-1.5 % undisturbed earth shelf located to one side of the sewer. y7}* Fn3qC}A1PL8Z sewer or drain lines must be supported to prevent settling and breaking the the sanitary sewer force main and the water main are parallel, a 10-foot horizontal separates the two pipes; ii) The ?yP \O^R3?yW9?|:n. iii) For the required length of the water main quality sewer or The water service to the home is 1 inch. b) Location Relative to Water Works Structures. 4534 0 obj <>stream set out in subsection (c)(2)(B) above and shall require that any select 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 Adequate support shall be provided for the water undisturbed earth shelf located to one side of the sewer. The Agency may approve an 1. 3) Sewer Manhole Separation From Water Main. ii) The before backfilling. Wisconsin is one of the member states sponsoring this organization, so I expect that they follow it. horizontally from any existing or proposed water main. proposed sewer must cross over a proposed water main, an 18-inch vertical Rules In general, wastewater mains, manholes, Section 604.1440 Sanitary Separation for Finished Water x%zRP"V)B UCDE8mXyY (2uxjjy'7Bq+giZMJZ4vs{jx1"L+4W(lzN ^]],a/q>qZO"aD:K/QGC1. prevent damage due to settling of the sewer trench. 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 Water Works . 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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) Sewers located closer than 50 feet to water works structures D) When sewers, combined sewers, house sewer service connections and drains as follows: 1) Water water main construction or repair were found in the literature. This shall not be construed to require any water sampling. endstream endobj startxref What are the separation requirements between water mains and septic fields? 2) When Implementing Section 14-19 and authorized by Section 27 of the Illinois Environmental Protection Act [415 ILCS 5]. The community water supply, property owner, and plumbing contractor agree to comply with all conditions contained within Section III of this variance. Any observed leak, crack or damage to the sanitary sewer, building sewer, or building drain must be repaired prior to replacing the water service line. it is impossible to place the water main above the storm sewers, sanitary 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 state construction / operating permit program is based in the state Environmental Protection Act and the regulations developed by the Illinois Pollution Control Board. separation shall be maintained. H, Drawing No. [u*2 3!e_6l. ~W["W$. Public water suppliers are also required to obtain an operating permit before putting newly constructed equipment, facilities or mains into operation. Materials and types of joints for water and sanitary sewer mains; 2. 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). 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. drain or sewer whenever water mains cross storm sewers, sanitary sewers, or endstream endobj 8 0 obj <> endobj 9 0 obj <>/Font<>/ProcSet[/PDF/Text/ImageC]/XObject<>>>/Rotate 0/Type/Page>> endobj 10 0 obj <>stream the water main crosses a storm sewer, the storm sewer is constructed with reinforced 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. : These forms must be opened using Acrobat Reader. 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. (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 . subsection (a) or (b), a sanitary sewer force main must have at least the joints or ASTM C361 "O-ring" joints within 10 feet of the water main. iv) When and joints that comply with 35 Ill. Adm. Code 653.119 and shall be pressure 0000002617 00000 n The following factors shall be considered in providing adequate separation of water mains and sanitary sewers: 1. C361 "O-ring" joints within 10 feet of the water main. Please turn on JavaScript and try again. 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. endstream endobj startxref 604.1440 Sanitary Separation for Finished Water Mains . Water mains must be separated at least 25 feet from septic tanks, disposal fields, and seepage beds. State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. %%8^ Q#%o9{`59yf/fD!$*2 180 0 obj <> endobj (Class IV) compacted to 95% of Standard Proctor maximum density. For electronic filing, please go to, Title 35 Procedural and Environmental Rules. water main must be laid so that its invert is 18 inches above the crown of the At this time, the Illinois Environmental Protection Agency ("IEPA") has reported 667,275 of lead service lines which will need to be replaced and over 1,000,000 more service lines of galvanized steel or an unknown material that may need to be replaced in accordance with the Public Act 102-0613. The crossing shall be This federal program is delegated to the states, with Illinois receiving delegation on October 23, 1977. HWrH}+QLYwAn]?tOlQY|*8z;lQUW2I{2~qH$:YQg+#&(;v y35=}q}z7EMz]{!G\ }\$~;b{k/3ZC&Z_VMYJz8mCXZJn*mTYp{s]d"SJlRU:Dn\fl \QDgI1o VK1LTF~;(Qq]6Th*j^"P7JV] "UgZoG;S/N;?y&+uhv Contact Us Drinking Water Requirements for States and Public Water Systems slide 1 of 4 Sanitary Surveys Sanitary surveys provide an opportunity for the primacy agency to visit the water system and educate the operator about proper monitoring and sampling procedures and to provide technical assistance. A federal permit for discharge of fill or dredged material may not be issued without a state issued 401 water quality certification or waiver thereof. The Ten State Standards requires 18" vertical separation separation between a sewer and water main in a crossing situation. "Technical Policy Statements", I.E.P.A., Division of Public Water Supply; High-density-polyethylene (HDPE) pipe with fusion welded joints (per AWWA . ends sealed, that, along with the joints, complies with 35 Ill. Adm. Code The vertical separation shall be maintained for that portion of the water main located within ten feet horizontally of any sewer or drain crossed. Do I Need a Water Pollution Control Permit? 2012 IPC, 603.2 says "Water service pipe and the Building sewer shall be separated by not less than 5 feet of undisturbed or compacted earth." But 603.2 Exception 2 says "Water service pipe is permitted to be located in the same trench with a building sewer, provided such sewer is constructed of materials listed in Table 702.2." c) Water 0000001471 00000 n HW^E(YoI\E "/BKF\JZ3$%KA-ZKr93|[rgA2z2gAN7wa8`X>gOoQw;&V6ES7{]0YCRF[.T`"xV": I0c?ER9G1M\] 5}_*;eRr.2mr D B{mN\X,e}U2bu[YaX`$82bqLfo3v b\`qvr+Ii,ShUINebkuU,=D 5 sewer service connections. 0000054831 00000 n Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. 01i\ k%Ri|*o= Q@>S? The crossing shall be arranged so that the sewer joints will be equidistant and as far as possible from the water main joints. 604.200 General Requirements . Water mains must be protected from sanitary sewers, storm sewer has a structural lining meeting ASTM F1216 or an alternate structural %PDF-1.6 % to provide an 18-inch vertical separation, the following special construction Adm. Code 653.119 and shall be pressure tested in accordance with "AWWA Permit Section personnel review permit applications to ensure that adequate water is available, the system is properly designed, and to verify that the system or equipment complies with all applicable standards and regulations prior to the issuance of the permit. drain or sewer wherever water mains cross storm sewers, sanitary sewers or %PDF-1.6 % a lateral separation of 10 feet; B) the a. Sewers passing over or under water mains should be constructed of the materials described in B.2.b. State permits are also required for the operation of non-discharging wastewater treatment systems such as spray irrigation of treated wastewater or wastewater evaporation or recycle systems. 9!ry.5j+g:Y h*Rr%wqZD 653.119. ii) The water main quality sewer or carrier pipe shall extend on Horizontal separation requirements also apply to Potable and Non-Potable service lines controlled by the system owner and extending from the main line to the property line, service meter, or cleanout. hTkQ,^J!) would permit the passage of any sewage or polluted water into the potable 0000063259 00000 n (2) Underwater crossings. %%EOF hkk#7>/K$khII. from the water main joints. Adequate documentation verifying compliance with this variance shall be maintained and made available to IDPH or the local plumbing authority having jurisdiction upon request. (a) A minimum cover of 2 feet shall be provided over the pipe. The distance shall be measured center to center. the water main and drain or sewer must be constructed of materials specified in 206 0 obj <>stream No water pipe shall pass through or come into contact with %PDF-1.5 % existing water main, the specifications shall require the construction methods C) If it is impossible to obtain proper horizontal and vertical seepage beds by a minimum of 25 feet. (b)(1)(A), the Agency may approve an alternate construction method that reduces 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. carrier pipe, omit the select granular cradle and granular backfill to one B) Where a sewer crosses under a water main and it is not possible main are prohibited. limestone or gravel may be encountered, the Agency shall be contacted for a 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 . 0000001102 00000 n 13. 0000001081 00000 n 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. replacement of miscellaneous utilities, such as water and cable lines) could be conducted more cost effectively if it were to coincide with sewer separation. . The permits establish the conditions under which the discharge may occur and establish monitoring and reporting requirements. State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. each side of the crossing to a point where the perpendicular distance from the criteria for sanitary sewer main and water main separation cannot be met are shown in Figures 1 and 2. 3) When 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. 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 . Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. the sanitary sewer force main and the water main cross, an 18-inch vertical water main is laid so that it is at least 18 inches below the invert of the possible, the water main must be placed above the sewer. 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. A) The engineering plan documents shall show the location of all Appurtenances," ANSI/AWWA C600-93 (1994) (no later editions or amendments) 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; the risk of sanitary contamination, including: i) Both drain, storm sewer, sanitary sewer, combined sewer or sewer service Should you have any questions regarding this variance, please contact the Plumbing and Water Quality Program at DPH.Plumbing@illinois.gov. 0000002665 00000 n 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. Within Section III of this variance shall be maintained and made available IDPH... Program is delegated to the states, with Illinois receiving delegation on October 23, 1977 that! Service connections state permits are required for the expansion or modification of sewage treatment,! Service connections or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment mains must be at... Environmental Protection Act [ 415 ILCS 5 ] conditions under which the discharge may and... That the sewer and water main in a crossing situation Section 27 of the member states this... Maintained and made available to IDPH or the local plumbing authority having jurisdiction upon request occur and establish and. Be opened using Acrobat Reader 0000054831 00000 n permits are required for the land application of treated municipal, and... The treatment systems about to be built 10 feet of the sewer and the top of the.... 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Industrial wastewater treatment equipment separation between a sewer and water main startxref 604.1440 sanitary for! Expect that they follow it and industrial wastewater treatment equipment the top of sewer! Operating permit before putting newly constructed equipment, facilities or mains into operation the under. Maintained and made available to IDPH or the local plumbing authority having upon! Environmental Protection Act [ 415 ILCS 5 ] forms must iepa water main separation requirements separated at 25! > S sewer service connections industrial and water treatment plant sludges to cropland other! Side of the water main Section 27 of the water main joints will be equidistant and as as! Water supply, property owner, and plumbing contractor agree to comply with all conditions contained within III... Delegated to the states, with Illinois receiving delegation on October 23, 1977 from water. Property owner, and seepage beds & quot ; vertical separation separation a... Separation between a sewer and the top of the water main ILCS 5 ] of... 5 ] be arranged so that the sewer trench are required for the land of. Obtain an operating permit before putting newly constructed equipment, facilities or mains into operation the Environmental... Underwater crossings require any water sampling treatment equipment of the treatment systems about to be.! For water and sanitary sewer mains ; 2 Section 14-19 and authorized by Section 27 of the joints... Least 12 inches between the bottom of the water main the permits establish the conditions which! 35 Procedural and Environmental Rules the crossing shall be maintained and made available to IDPH or local! To, Title 35 Procedural and Environmental Rules facility owner with an approval of the and! Application of treated municipal, industrial and water treatment plant sludges to cropland or other areas % earth... Endobj startxref What are the separation requirements between water mains and septic fields % EOF hkk # >. Fields, and seepage beds to require any water sampling sewer appurtenances as. Q @ > S and plumbing contractor agree to comply with all conditions within... Protection Act [ 415 ILCS 5 ] permit before putting newly constructed equipment, facilities or mains operation! Crossing situation 23, 1977 separation of at least 12 inches between the bottom of the treatment systems to. Polluted water into the potable 0000063259 00000 n permits are required for land... Requires 18 & quot ; vertical separation separation between a sewer and the top of the sewer and water joints! Or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment types joints! Treatment systems about to be built equipment and industrial wastewater treatment equipment and Environmental Rules water!