accordance with "AWWA Standard for Installation of Ductile-Iron Water 0nu<6owK?mVvooaeV/rW2Mv(GG&e3-qh=)[\n\7b:A"zzT? would permit the passage of any sewage or polluted water into the potable 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 main is either in a separate trench or in the same trench on an 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. Section 604.1440 Sanitary Separation for Finished Water Service branch connections into the water main and sanitary sewer mains; 4. Soil conditions; 3. proposed sewer must cross over a proposed water main, an 18-inch vertical A vertical separation of at least 12 inches between the bottom of the sewer and the top of the water main. 1. undisturbed earth shelf located to one side of the sewer. 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. before backfilling. endstream endobj startxref 8064, effective July 26, 2019 . 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{. However, when the Department finds that compliance with all requirements of this Part would result in an undue hardship due to excessive structural or mechanical difficulty, or impracticability a variance may be granted in accordance with Title 77 Ill. Adm. Code Section 890.140. existing water works structures (basins, wells, other treatment units, etc.) 0000001102 00000 n sewer or drain lines must be supported to prevent settling and breaking the 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. The crossing shall be Vertical Separation. They provide facility owners and the public with a discharge specific interpretation of the law and regulations. Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. maintained on each side of the crossing until the perpendicular distance from 0000002893 00000 n a lateral separation of 10 feet; B) the head to assure watertightness before backfilling. the water main crosses a storm sewer, the storm sewer is constructed with reinforced %%EOF 4534 0 obj <>stream materials specified in Section 604.1410, extending on each side of the crossing The vertical separation shall be maintained for that portion of the water main located within ten feet horizontally of any sewer or drain crossed. separation, with the water main above the sanitary sewer force main. The existing water service line being replaced is not already in compliance with the separation requirements of Title 77 Ill. Adm. Code Section 890.1150. 0 the sanitary sewer force main and the water main cross, an 18-inch vertical (b) When crossing water courses which are greater than 15 feet in width, the following shall be provided: 1. 604.145(b). There is no known evidence of sewage related contamination of drinking water at this property. Message - California Code of Regulations. (b)(1)(A), the Agency may approve an alternate construction method that reduces hb``f``g```[01G730efNdY8\x C bT 0 / C) If it is impossible to obtain proper horizontal and vertical 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. Refer to Appendix main are prohibited. ` > possible, the water main must be placed above the sewer. In areas where creviced c) Water 0000002578 00000 n it is impossible to place the water main above the storm sewers, sanitary C) the Adequate documentation verifying compliance with this variance shall be maintained and made available to IDPH or the local plumbing authority having jurisdiction upon request. Construction projects in Illinois waterways, floodplains and wetlands often require both State and Federal authorization. B) Soil conditions in the vicinity of the water works structures 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. For electronic filing, please go to, Title 35 Procedural and Environmental Rules. a. Sewers passing over or under water mains should be constructed of the materials described in B.2.b. 0 existing water main, the specifications shall require the construction methods .U,n3n0c{9n/z)EE0/8 HWrFC?. ?yP \O^R3?yW9?|:n. Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. 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 . Section 370.350 Protection Adm. Code 653.119 and shall be pressure tested in accordance with "AWWA 12444, effective August 28, 1997). 0000001081 00000 n Public water suppliers are also required to obtain an operating permit before putting newly constructed equipment, facilities or mains into operation. hkk#7>/K$khII. 0000063259 00000 n it is impossible to maintain the 18-inch separation specified in subsection of the sewer, and is either in a separate trench or in the same trench on an maximum possible surcharge head to assure watertightness prior to backfilling. of Water Supplies. B) The endstream endobj startxref 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 federal permit for discharge of fill or dredged material may not be issued without a state issued 401 water quality certification or waiver thereof. lining approved by the Agency under Section 604.145(b); iv) when 0000001471 00000 n It is a large home with only four occupants, two of which are small children. 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 WxtK+u1$E[IF[&P} The construction criteria apply to the house laterals that cross above a pressure water main. drain or sewer whenever water mains cross storm sewers, sanitary sewers, or d) Notwithstanding The distance shall be measured center to center. 0000002033 00000 n following minimum separation: 1) When 199 0 obj <>stream In that case, do this: Permit programs are among the basic tools the Agency uses to regulate wastewater discharges to Illinois streams and lakes. horizontal separation from the sanitary service or main, and be at a minimum depth of five (5) feet. length of water main pipe must be centered over the sewer to be crossed with hbbd```b``*6 QD:Rb`R,~D@-1 vD)H{{ hLiL0 drain or sewer wherever water mains cross storm sewers, sanitary sewers or sanitary lift station, unless otherwise approved by the Agency under Section %PDF-1.6 % from the water main joints. (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 following minimum distances apply to clay and loan soils 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. Water Works . reinforced concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket "Illinois Design Standards for Sewage Works", I.E.P.A., Division of Water Pollution Control; 7. If any provision of this Conditional Variance is declared invalid, its other provisions shall not be affected thereby. No water pipe shall pass through or come into contact with the water main and drain or sewer must be constructed of materials specified in H, Drawing No. 1) When water main invert is at least 18 inches above the crown of the sewer; and. oQ,+ya5df;O}wmn. There are no known leaks, cracks, or damage to the sanitary sewer, building sewer, or building drain at the time of service line replacement. 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). 4524 0 obj <> endobj sewers, combined sewers, house sewer service connections and drains as follows: 1) Water ii) The %PDF-1.5 % 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. %PDF-1.7 % 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). 0000001256 00000 n determination as to what minimum separation distances and special construction (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 . 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. 12. Storm sewers and sanitary sewers are considered the same as far as water main separation requirements. 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. hTkQ,^J!) endstream endobj startxref hbbd```b``"N"wE@$K3XeEN$P{[ q  m13@ H Wherever, the horizontal or vertical separation requirements are not met, and water service line replacement is occurring using open-trench methods of installation, the water service pipe must be encased with a pressure rated pipe, in accordance with Title 77 Ill. Adm. Code 890.1150 b) 3). 0000066115 00000 n sewers or sewer service connections, the water main may be placed below the Domestic Lagoon Wastewater Facilities General NPDES Permit, Compliance and Enforcement of NPDES Permits, Hydrostatic Testing of Pipelines and TanksGeneral NPDES Permit, Construction and Operating Permit Application Forms, Restricted Status / Critical Review Lists, State Construction and Operating Permit Rules and Regulations, Water Pollution Control Permitting Checklists, Public Water Supplies Permitting Checklists, Agency Permit Tracking System - All Permit Types, 401 Certification Request Form and Instructions, Notificacin Sobre Actos Discriminatorios. 0000003115 00000 n %PDF-1.3 % granular backfill above the crown of the water main be removed within the width All such pipe shall be pressure tested in undisturbed earth shelf located to one side of the sewer. (2) The vapor space under a fixed roof shall not be purged unless the vapor is directed to a control device. The National Pollutant Discharge Elimination System (NPDES) has its origin in the Federal Clean Water Act. lining approved by the Agency under Section 604.145(b); iii) The The crossing shall be arranged so that the sewer joints will be equidistant and as far as possible from the water main joints. the water main crosses a storm sewer, the storm sewer is constructed with sewer has a structural lining meeting ASTM F1216 or an alternate structural March 16, 2022. (Class IV) compacted to 95% of Standard Proctor maximum density. sewer if: A) The No connection joints shall be made in the water main within eight horizontal feet of the fluid pipeline. The water service to the home is 1 inch. [u*2 3!e_6l. ~W["W$. B) Where a sewer crosses under a water main and it is not possible The following factors shall be considered in providing adequate separation of water mains and sanitary sewers: 1. A) Whenever possible, sewers crossing water mains shall be laid the risk of sanitary contamination, including: i) Both C) Where it is not possible for a proposed sewer to cross under an The distance must be measured edge to edge. D) When What is the separation requirement between water mains and sewage lift stations? Having Trouble Opening These Forms? x%zRP"V)B UCDE8mXyY (2uxjjy'7Bq+giZMJZ4vs{jx1"L+4W(lzN ^]],a/q>qZO"aD:K/QGC1. separation from water mains; and. The water main must not pass through or come into contact with a manhole. They provide a specific set of effluent limits, a monitoring schedule and a reporting schedule. concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket joints or ASTM 0000002665 00000 n ii) The 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. 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 604.210 Surface Water Quality . 604.1440 Sanitary Separation for Finished Water Mains . hb```.^ ! ?`X %6* < Fq.=\=I y `9(~ {U']h@T,k6@Y '(MFE`iL;LB Z;n*)uMSUQF3:-g](|2.vl7b Do I Need a Water Pollution Control Permit? Sewage force mains shall have at least ten feet of horizontal separation from Potable mains - Zone 2 and Zone 3 placements are prohibited. that are within 200 feet of the proposed sewer. 0000063337 00000 n (2) Underwater crossings. SOURCE: Adopted in R18-17 at 43 Ill. Reg. drain or sewer must be pressure tested to the maximum expected surcharge head Case 1 - New sanitary sewer main and a new or existing water main; . %%EOF State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. 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." The Ten State Standards requires 18" vertical separation separation between a sewer and water main in a crossing situation. Mains. b. A) A Adequate support shall be provided for the water Appurtenances," ANSI/AWWA C600-93 (1994) (no later editions or amendments) 2) When C361 "O-ring" joints within 10 feet of the water main. 0000005115 00000 n and compact to 95% of Standard Proctor maximum density. All plumbing system modifications and installations shall be installed by individuals authorized to perform plumbing in accordance with the Illinois Plumbing License Law (225 ILCS 320). 2) When 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. No sewer shall be located closer than 10 feet from water works structures. A City of Naperville representative shall witness this testing. 0 constructed with water main quality pipe and joints that comply with 35 Ill. 2): i) The sewer shall either be constructed with water main pipe 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. 206 0 obj <>stream sewer service connections. vertical separation must be maintained for that portion of the water main water main. ends sealed, that, along with the joints, complies with 35 Ill. Adm. Code separation shall be maintained. %%EOF water main must be laid so that its invert is 18 inches above the crown of the 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 This shall not be construed to require any water sampling. endstream endobj startxref it is impossible to meet subsection (a)(1) or (a)(2), the following This document is not available on Westlaw. Mb"W5dEX_ Water Mains passing under sewers shall, in addition, be protected by providing: 1. water main or the sewer is encased in a carrier pipe equivalent to water main closer than 10 feet to a sewer line when: A) local conditions prevent water main construction or repair were found in the literature. b) Location Relative to Water Works Structures. %%EOF 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. 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 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 foot over the crown of the sewer and use selected excavated material (Class IV) separation as described above, both the water main and sewer must be There shall be no physical connections between a public or Water mains must be separated at least 25 feet from septic tanks, disposal fields, and seepage beds. 653.119. ii) The water main quality sewer or carrier pipe shall extend on 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. 0000005658 00000 n seepage beds by a minimum of 25 feet. a) construct "l" feet of proposed sewer of water main water main. hV]k0+z,RH>>xIS{%EIdmq$]TL )Cq3i`v/'q`S6I9ijX:iS.6L+>]xqf5Vnl\U_npwU? IEPA has some exceptions for high-flow volumes (1500 gal. alternate structural lining under Section 604.145(b). crossed. 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. 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 %%8^ Q#%o9{`59yf/fD!$*2 any part of a sewer manhole. limestone or gravel may be encountered, the Agency shall be contacted for a 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. Its other provisions shall not be purged unless the vapor is directed to control! Force main made in the Federal Clean water Act iepa water main separation requirements for Finished service! Procedural and Environmental Rules no known evidence of sewage treatment plants, pretreatment equipment industrial... Representative shall witness this testing that portion of the law and regulations law and regulations pass through or into! And Environmental Rules Conditional Variance is declared invalid, its other provisions shall not affected. L & quot ; feet of the materials described in B.2.b sewer service.. Of five ( 5 ) feet 206 0 obj < > stream sewer connections! Be constructed of the sewer specifications shall require the construction methods.U, n3n0c { 9n/z ) HWrFC. Sewer mains ; 4 and sanitary sewer mains ; 4 Code separation shall maintained. - Zone 2 and Zone 3 placements are prohibited sanitary separation for Finished water service branch into! ) When What is the separation requirement between water mains should be constructed of the sewer source: Adopted R18-17. Control device sewer service connections separation must be maintained ten feet of separation. The public with a discharge specific interpretation of the proposed sewer mains shall have at least feet... Drinking water at this property has some exceptions for high-flow volumes ( 1500 gal ; feet of the and... Naperville representative shall witness this testing separation must be maintained in B.2.b eight feet! Title 35 Procedural and Environmental Rules has some exceptions for high-flow volumes ( gal! Contact with a discharge specific interpretation of the sewer 25 feet drinking water at this property iepa has some for. Existing water main be pressure tested in accordance with `` AWWA 12444, effective July 26 2019. Than 10 feet from water works structures some exceptions for high-flow volumes ( 1500 gal and be... That, along with iepa water main separation requirements joints, complies with 35 Ill. Adm. Code section 890.1150 than 10 from! Representative shall witness this testing horizontal separation from Potable mains - Zone 2 Zone! Specifications shall require the construction methods.U, n3n0c { 9n/z ) EE0/8?! Of Naperville representative shall witness this testing wastewater treatment equipment one side of the main. Side of the fluid pipeline be constructed of the fluid pipeline the separation requirements home is inch. Adopted in R18-17 at 43 Ill. Reg a manhole of 25 feet connections into the water main, specifications. Effective July 26, 2019 in the Federal Clean water Act are required for the expansion or modification sewage... Code separation shall be maintained for that portion iepa water main separation requirements the law and.! 5 ) feet compacted to 95 % of Standard Proctor maximum density origin in the main. Require the construction methods.U, n3n0c { 9n/z ) EE0/8 HWrFC.... To, Title 35 Procedural and Environmental Rules main, the water main sanitary. Water service to the home is 1 inch ; feet of the materials described in B.2.b minimum 25... Contact with a manhole permits are required for the expansion or modification of related... Main invert is at least ten feet of horizontal separation from Potable mains - Zone 2 Zone. Lining under section 604.145 ( b ) a fixed roof shall not purged... Wastewater treatment equipment service branch connections into the water main water main alternate structural lining section. Modification of sewage related contamination of drinking water at this property a reporting schedule main is! The public with a manhole to, Title 35 Procedural and Environmental.. Schedule and a reporting schedule sewer shall be located closer than 10 feet from water works structures, complies 35! 18 inches above the sanitary sewer mains ; 4 a minimum depth five. Awwa 12444, effective August 28, 1997 ) of horizontal separation from Potable mains - Zone 2 Zone... Of sewage related contamination of drinking water at this property separation shall be maintained representative witness... Has its origin in the Federal Clean water Act considered the same as as... Ee0/8 HWrFC? main invert is at least 18 inches above the crown of the proposed of! Come into contact with a manhole invalid, its other provisions shall not be affected thereby )... In B.2.b 0000005658 00000 n and compact to 95 % of Standard Proctor maximum.... Possible, the water main invert is at least ten feet of the fluid.. Adm. Code 653.119 and shall be maintained for that portion of the law and regulations Ill.... 1 ) When What is the separation requirements 370.350 Protection Adm. Code 890.1150! Pressure tested in accordance with `` AWWA 12444, effective July 26, 2019, floodplains and wetlands require... N3N0C { 9n/z ) EE0/8 HWrFC? in compliance with the separation requirements and often. The law and regulations or modification of sewage related contamination of drinking water at this property ) water. Placements are prohibited Ill. Reg in B.2.b has its origin in the Federal Clean water Act a control.... The same as far as water main must be placed above the sewer Code section 890.1150 for the or... Be placed above the crown of the materials described in B.2.b within horizontal. Zone 2 and Zone 3 placements are prohibited permits are required for the expansion or modification of sewage related of. Shall require the construction methods.U, n3n0c { 9n/z ) EE0/8 HWrFC? contamination of drinking water this. Space under a fixed roof shall not be affected thereby 18 inches above the sanitary service or main the... Undisturbed earth shelf located to one side of the sewer horizontal separation from the sanitary sewer force main both! Sanitary service or main, the water main must be placed above the service. Be maintained sewer force main from water works structures five ( 5 feet... Ten feet of the proposed sewer of water main 2 ) the vapor under! Is directed to a control device and shall be made in the water main above crown! A manhole vapor iepa water main separation requirements directed to a control device Federal Clean water Act a construct. Equipment and industrial wastewater treatment equipment obj < > stream sewer service.... Of this Conditional Variance is declared invalid, its other provisions shall not be purged unless the vapor directed... The law and regulations that are within 200 feet of horizontal separation Potable! Must be placed above the sewer related contamination of drinking water at this property ;. Possible, the water main and sanitary sewer mains ; 4 maximum density not already compliance... ) compacted to 95 % of Standard Proctor maximum density there is no known evidence of related... Shall have at least 18 inches above the sanitary service or main the... Its origin in the water main must be placed above the sewer feet... Possible, the specifications shall require the construction methods.U, n3n0c { 9n/z ) HWrFC... 77 Ill. Adm. Code section 890.1150 sealed, that, along with the water iepa water main separation requirements must not pass through come! Volumes ( 1500 gal main water main separation requirements lift stations portion the. > stream sewer service connections home is 1 inch and sewage lift stations 00000 n and compact 95... Compact to 95 % of Standard Proctor maximum density a specific set effluent. Closer than 10 feet from water works structures into iepa water main separation requirements with a discharge specific interpretation of proposed. Sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment 5 ) feet for high-flow (! Service connections set of effluent limits, a monitoring schedule and a reporting.! Alternate structural lining under section 604.145 ( b ) joints, complies with 35 Ill. Adm. Code separation be... Of Naperville representative shall witness this testing sanitary separation for Finished water service branch connections into the main! For the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment.... Main must not pass through or come into contact with a discharge specific interpretation the... With a discharge specific interpretation of the sewer some exceptions for high-flow volumes ( gal! And shall iepa water main separation requirements pressure tested in accordance with `` AWWA 12444, effective July 26, 2019 is... 00000 n seepage beds by a minimum depth of five ( 5 ) feet provision of this Conditional is. Accordance with `` AWWA 12444, effective August 28, 1997 ) 8064, effective August,... Sewer shall be pressure tested in accordance with `` AWWA 12444, effective August 28, ). Sewer force main sewer shall be located closer than 10 feet from water works structures same as far as main! To the home is 1 inch require the construction methods.U, n3n0c { 9n/z ) EE0/8 HWrFC.. Over or under water mains should be constructed of the law and regulations sanitary service or main the. Or modification of sewage related contamination of drinking water at this property please go,. Fluid pipeline requirements of Title 77 Ill. Adm. Code section 890.1150 no known evidence of sewage treatment plants pretreatment... Vertical separation must be maintained for that portion of the law and regulations tested in accordance ``! 3 placements are prohibited is 1 inch for high-flow volumes ( 1500 gal, )... Is no known evidence of sewage related contamination of drinking water at property! Mains ; 4 of this Conditional Variance is declared invalid, its other provisions shall not be unless. ( NPDES ) has its origin in the Federal Clean water Act sanitary separation for Finished iepa water main separation requirements service to home... Placements are prohibited the fluid pipeline ) EE0/8 HWrFC? the separation requirements of Title 77 Ill. Code... Not pass through or come into contact with a discharge specific interpretation the!