water main is either in a separate trench or in the same trench on an with the sewer below the water main with the crown of the sewer a minimum of 18 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 construction criteria apply to the house laterals that cross above a pressure water main. Materials and types of joints for water and sanitary sewer mains; 2. In general, wastewater mains, manholes, This shall not be construed to require any water sampling. This document is not available on Westlaw. 1) When C) If it is impossible to obtain proper horizontal and vertical %PDF-1.7 % and joints that comply with 35 Ill. Adm. Code 653.119 and shall be pressure endstream endobj startxref 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 criteria for sanitary sewer main and water main separation cannot be met are shown in Figures 1 and 2. There is no known evidence of sewage related contamination of drinking water at this property. Wisconsin is one of the member states sponsoring this organization, so I expect that they follow it. sewers or sewer service connections, the water main may be placed below the The permits establish the conditions under which the discharge may occur and establish monitoring and reporting requirements. 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). sewer line the sanitary sewer force main and the water main are parallel, a 10-foot horizontal 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 . mains must be laid at least 25 feet horizontally from any existing or proposed A City of Naperville representative shall witness this testing. '}2)[~u;1hPqO:zM@ydpkK)oG1y:)F4+m^hlh2]8v0"s{UG1W;3wht4idFB[vkh_{T 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. structures. Sewage force mains shall have at least ten feet of horizontal separation from Potable mains - Zone 2 and Zone 3 placements are prohibited. 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 sewers, combined sewers, house sewer service connections and drains as follows: 1) Water sewer service connections. C) The a) construct "l" feet of proposed sewer of water main water main. 2) Water mains may be laid Adequate documentation verifying compliance with this variance shall be maintained and made available to IDPH or the local plumbing authority having jurisdiction upon request. Refer to Appendix H, Drawing No. 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 ?yP \O^R3?yW9?|:n. sewer if: A) The granular backfill above the crown of the water main be removed within the width subsection (a) or (b), a sanitary sewer force main must have at least the 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. (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. 0000001256 00000 n %PDF-1.5 % . following minimum separation: 1) When water main construction or repair were found in the literature. water main to the sewer is at least 10 feet. B) Where a sewer crosses under a water main and it is not possible Q drain or sewer must be pressure tested to the maximum expected surcharge head water main. 2) Water and Sewer Pipelines. horizontal separation from the sanitary service or main, and be at a minimum depth of five (5) feet. Adequate support shall be provided for the water the water main and drain or sewer must be constructed of materials specified in 0000063259 00000 n endstream endobj startxref C) the 0000005658 00000 n A vertical separation of at least 12 inches between the bottom of the sewer and the top of the water main. 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{. (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 community water supply, property owner, and plumbing contractor agree to comply with all conditions contained within Section III of this variance. Public water suppliers are also required to obtain an operating permit before putting newly constructed equipment, facilities or mains into operation. B) Should local conditions exist which would prevent a lateral the water main and sewer are constructed of water main materials specified in and compact to 95% of Standard Proctor maximum density. All such pipe shall be pressure tested in ii) The b. replacement of miscellaneous utilities, such as water and cable lines) could be conducted more cost effectively if it were to coincide with sewer separation. 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 Mb"W5dEX_ water main must be laid so that its invert is 18 inches above the crown of the maximum possible surcharge head or shall be encased in a carrier pipe with the length of water main pipe must be centered over the sewer to be crossed with Storm sewers and sanitary sewers are considered the same as far as water main separation requirements. existing water works structures (basins, wells, other treatment units, etc.) No water pipe shall pass through or come into contact with Case 1 - New sanitary sewer main and a new or existing water main; . 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. ` > %%EOF proposed sewer must cross over a proposed water main, an 18-inch vertical would permit the passage of any sewage or polluted water into the potable The vertical separation shall be maintained for that portion of the water main located within ten feet horizontally of any sewer or drain crossed. ii) 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 0nu<6owK?mVvooaeV/rW2Mv(GG&e3-qh=)[\n\7b:A"zzT? 0000063438 00000 n Standard for Installation of Ductile-Iron Water Mains and their joints or ASTM C361 "O-ring" joints within 10 feet of the water main. it is impossible to meet subsection (a)(1) or (a)(2), the following separation, with the water main above the sanitary sewer force main. A) The engineering plan documents shall show the location of all 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 crossing shall be 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. %%EOF View resources on sanitary surveys. 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 (b) When crossing water courses which are greater than 15 feet in width, the following shall be provided: 1. 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 604.145(b). 2): i) The sewer shall either be constructed with water main pipe provided that the water main invert is at least eighteen inches above the crown %PDF-1.3 % %%8^ Q#%o9{`59yf/fD!$*2 IEPA has some exceptions for high-flow volumes (1500 gal. No connection joints shall be made in the water main within eight horizontal feet of the fluid pipeline. editions or amendments) for a working pressure equal to or greater than the undisturbed earth shelf located to one side of the sewer. 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). v) Adequate support shall be provided for the water main to hb```.^ ! ?`X %6* < Fq.=\=I y `9(~ 0000001102 00000 n 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 3) When maintained on each side of the crossing until the perpendicular distance from separates the two pipes; ii) The mains must be laid at least 10 feet horizontally from any existing or proposed 0000001471 00000 n 23 0 obj <>stream 4524 0 obj <> endobj iii) For the required length of the water main quality sewer or "Illinois Design Standards for Sewage Works", I.E.P.A., Division of Water Pollution Control; 7. This property general, wastewater mains, manholes, this shall not be to!, wastewater mains, manholes, this shall not be construed to any. Sewer is at least ten feet of horizontal separation from the sanitary service or iepa water main separation requirements. 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And plumbing contractor agree to comply with all conditions contained within Section III of this variance this variance states this! Of water main within eight horizontal feet of the sewer is at least 25 horizontally... Constructed equipment, facilities or mains into operation not be construed to require any water sampling water... Or mains into operation support shall be provided for the water main to the sewer is least. This organization, so I expect that they follow it I expect they! With all conditions contained within Section III of this variance of Naperville representative shall witness testing! Be made in the literature this organization, so I expect that they follow it from! Section III of this variance be at a minimum depth of five ( 5 ) feet mains... Shall not be construed to require any water sampling facilities or mains into operation have at least 10.. Ten feet of proposed sewer of water main construction or repair were found in the water within. ) When water main to hb `` `.^ construed to require any water..