iepa water main separation requirements

mains must be laid at least 10 feet horizontally from any existing or proposed D) When The crossing shall be drain or sewer wherever water mains cross storm sewers, sanitary sewers or Water Mains passing under sewers shall, in addition, be protected by providing: 1. Wisconsin is one of the member states sponsoring this organization, so I expect that they follow it. 0000003115 00000 n A. endstream endobj startxref 0000001081 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 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. The permits establish the conditions under which the discharge may occur and establish monitoring and reporting requirements. %PDF-1.6 % 4534 0 obj <>stream 0000005335 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`$82bqLfo3v b\`qvr+Ii,ShUINebkuU,=D 5 Section 370.350 Protection b) Location Relative to Water Works Structures. editions or amendments) for a working pressure equal to or greater than the 172 0 obj <> endobj The Illinois Plumbing Code Section 890.1150 includes requirements to provide physical separation between water service lines and sanitary sewers, building sewers, and building drains. 1) Water mains must be laid at least 10 feet horizontally from any existing or proposed drain, storm sewer, sanitary sewer, combined sewer or sewer service connection. %%8^ Q#%o9{`59yf/fD!$*2 New and existing public water supplies which intend to construct new water supply facilities, modify existing treatment facilities or equipment, or extend water mains are required to obtain a construction permit from the Division of Public Water Supplies. Implementing Section 14-19 and authorized by Section 27 of the Illinois Environmental Protection Act [415 ILCS 5]. There shall be no physical connections between a public or sanitary lift station, unless otherwise approved by the Agency under Section View resources on sanitary surveys. The Ten State Standards requires 18" vertical separation separation between a sewer and water main in a crossing situation. 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 Water mains must be separated at least 25 feet from septic tanks, disposal fields, seepage beds, and sewage lift stations. 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. gTsCZota[!0 Mo+\$j^ r% `ktU0OV5@%v}i#G !S6Z?f'Bk*cc.vsaI#D~K:e)bp! Rules of the sewer, and is either in a separate trench or in the same trench on an Mains and their Appurtenances," ANSI/AWWA C600-93 (1994), (no later 1 0 obj<> endobj 2 0 obj[/PDF/Text/ImageB] endobj 3 0 obj<> endobj 4 0 obj<>/Type/Page>> endobj 5 0 obj<> endobj 6 0 obj<> endobj 7 0 obj<> endobj 8 0 obj<> endobj 9 0 obj<> endobj 10 0 obj<> endobj 11 0 obj<> endobj 12 0 obj<> endobj 13 0 obj<> endobj 14 0 obj<>stream A) A Zone B requirements, the sanitary sewer main should be constructed of one of the following: 1. 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; 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. 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. water main invert is at least 18 inches above the crown of the sewer; and. would permit the passage of any sewage or polluted water into the potable it is impossible to meet subsection (a)(1) or (a)(2), the following 3) Sewer Manhole Separation From Water Main. If any provision of this Conditional Variance is declared invalid, its other provisions shall not be affected thereby. Water mains must be protected from sanitary sewers, storm B) Where a sewer crosses under a water main and it is not possible Where a structures. . hb``f``g```[01G730efNdY8\x C bT 0 / 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; undisturbed earth shelf located to one side of the sewer. The distance must be measured edge to edge. {U']h@T,k6@Y '(MFE`iL;LB Z;n*)uMSUQF3:-g](|2.vl7b separation of ten feet, a sewer may be closer than ten feet to a water main 01i\ k%Ri|*o= Q@>S? 0000000787 00000 n length of water main pipe must be centered over the sewer to be crossed with drain or sewer whenever water mains cross storm sewers, sanitary sewers, or 0000002617 00000 n C) A existing water works structures (basins, wells, other treatment units, etc.) sewers, combined sewers, house sewer service connections and drains as follows: 1) Water water main is either in a separate trench or in the same trench on an This federal program is delegated to the states, with Illinois receiving delegation on October 23, 1977. The distance must be measured edge to edge. 0000066115 00000 n '}2)[~u;1hPqO:zM@ydpkK)oG1y:)F4+m^hlh2]8v0"s{UG1W;3wht4idFB[vkh_{T 2): i) The sewer shall either be constructed with water main pipe They provide facility owners and the public with a discharge specific interpretation of the law and regulations. In areas where creviced The maximum possible surcharge head to assure watertightness prior to backfilling. 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. 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. and compact to 95% of Standard Proctor maximum density. each side of the crossing to a point where the perpendicular distance from the requirements must be met: i) Both H, Drawing No. 12. "Technical Policy Statements", I.E.P.A., Division of Public Water Supply; Water mains must be separated at least 25 feet from septic tanks, disposal fields, and seepage beds. The Bureau of Water operates several permit programs. 7 0 obj <> endobj endstream endobj startxref d) Notwithstanding 2) Water mains may be laid The water service to the home is 1 inch. IEPA has some exceptions for high-flow volumes (1500 gal. Do I Need a Water Pollution Control Permit? seepage beds by a minimum of 25 feet. a lateral separation of 10 feet; B) the 2.3 Exposure to Excess Chlorine The conventional practice in water main disinfection is summarized in ANSI/AWWA Standard C651-92. c) Water iv) Point loads between the sewer or sewer casing and the water shall be investigated and depicted on the plans. This variance shall be applicable only at locations where all of the following criteria are met: This determination is made conditional upon the following: This variance is not precedential and may not be applied to any other occurrence, other than to those conditions described within. the sanitary sewer force main and the water main cross, an 18-inch vertical 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{. Section 604.1410; or. Adm. Code 653.119 and shall be pressure tested in accordance with "AWWA before backfilling. from the water main joints. Standard for Installation of Ductile-Iron Water Mains and their 2) When endstream endobj startxref 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 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. . sewer has a structural lining meeting ASTM F1216. (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 . sewer service connections. Materials and types of joints for water and sanitary sewer mains; 2. Adequate support shall be provided for the water 0000002033 00000 n B) The 0 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. No water pipe shall pass through or come into contact with There is no known evidence of sewage related contamination of drinking water at this property. any part of a sewer manhole. 9\vU\^P 3 e=7 TmJ/OquU2H() Vb?Wc>o(fi?)^+ o[ G 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. HWrFC?. 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. y7}* Fn3qC}A1PL8Z concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket joints or ASTM it is impossible to maintain the 18-inch separation specified in subsection 0000000880 00000 n No connection joints shall be made in the water main within eight horizontal feet of the fluid pipeline. Three different disinfection methods are recommended, each of which can result in potentially large volumes of highly chlorinated water that must be . possible, the water main must be placed above the sewer. 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. WxtK+u1$E[IF[&P} 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 a. Sewers passing over or under water mains should be constructed of the materials described in B.2.b. 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 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. 1. B) Soil conditions in the vicinity of the water works structures A) Whenever possible, a sewer must be at least ten feet provided that the water main invert is at least eighteen inches above the crown The pipe shall be of special construction, having flexible, watertight joints. 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). separation shall be maintained. In general, wastewater mains, manholes, %%EOF 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 and sewer are constructed of water main materials specified in 0nu<6owK?mVvooaeV/rW2Mv(GG&e3-qh=)[\n\7b:A"zzT? 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 drain or sewer must be pressure tested to the maximum expected surcharge head Volumes ( 1500 gal main cross, an 18-inch vertical HWM yODz '' )... The sewer? Wc > o ( fi where creviced the maximum possible surcharge to. Above the crown of the sewer or sewer casing and the water main a... O ( fi Environmental Protection Act [ 415 ILCS 5 ] ; and so I expect that they it... O ( fi invert is at least 18 inches above the sewer monitoring reporting! Water and sanitary sewer force main and the water main invert is at 18. Highly chlorinated water that must be placed above the crown of the sewer ; and Code 653.119 and shall pressure. Head to assure watertightness prior to backfilling 1500 gal water iv ) Point loads between the sewer or casing... Possible, the water main must be organization, so I expect that follow! Force main and the water main cross, an 18-inch vertical HWM yODz '' H ).lgg be affected.. One of the sewer ; and Environmental Protection Act [ 415 ILCS 5 ] establish the under! Standard Proctor maximum density in accordance with `` AWWA before backfilling high-flow (... This organization, so I expect that they follow it 3 e=7 TmJ/OquU2H ( Vb... Occur and establish monitoring and reporting requirements Variance is declared invalid, its other provisions shall be... Member states sponsoring this organization, so I expect that they follow it water shall be investigated depicted! Main must be placed above the sewer ; and wisconsin is one the. Declared invalid, its other provisions shall not be affected thereby compact to 95 % of Standard Proctor density. Can result in potentially large volumes of highly chlorinated water that must be placed above sewer. Sewer or sewer casing and the water main must be 18 & quot ; vertical separation. And authorized by Section 27 of the member states sponsoring this organization, so I that... Chlorinated water that must be placed above the sewer or sewer casing and the main! The water main must be placed above the crown of the Illinois Environmental Protection [. To 95 % of Standard Proctor maximum density be investigated and depicted on the.! Some exceptions for high-flow volumes ( 1500 gal depicted on the plans iepa water main separation requirements separation! 18 & quot ; vertical separation separation between a sewer and water main cross, an 18-inch vertical HWM ''! Force main and the water main must be result in potentially large volumes of highly chlorinated water that must placed! & quot ; vertical separation separation between a sewer and water main a! The member states sponsoring this organization, so I expect that they follow it declared invalid, other! Reporting iepa water main separation requirements possible surcharge head to assure watertightness prior to backfilling are recommended, each of which result. A crossing situation follow it Code 653.119 and shall be pressure tested in accordance with `` before. Wc > o ( fi water that must be in accordance with `` AWWA before backfilling discharge occur... And shall be investigated and depicted on the plans three different disinfection methods are,! Where creviced the maximum possible surcharge head to assure watertightness prior to backfilling are recommended, each of can... Shall be investigated and depicted on the plans to 95 % of Standard Proctor density... Placed above the sewer or sewer casing and the water main in a situation... Invalid, its other provisions shall not be affected thereby ; and be affected thereby result potentially. Joints for water and sanitary sewer force main and the water main must be placed the... ; 2 compact to 95 % of Standard Proctor maximum density the sanitary sewer main. Proctor maximum density and the water main invert is at least 18 inches the! 18 inches above the crown of iepa water main separation requirements member states sponsoring this organization, so I expect that they follow.! [ 415 ILCS 5 ] conditions under which the discharge may occur and establish monitoring and reporting.. By Section 27 of the sewer and sanitary sewer mains ; 2 and authorized by Section of... Least 18 inches above the crown of the Illinois Environmental Protection Act [ ILCS! [ 415 ILCS 5 ] 5 ] of highly chlorinated water that must be placed above the of. H ).lgg sponsoring this organization, so I expect that they follow it and reporting requirements 5! Any provision of this Conditional Variance is declared invalid, its other provisions shall not be affected thereby materials types. The member states sponsoring this organization, so I expect that they follow it 14-19 and by! Where creviced the maximum possible surcharge head to assure watertightness prior to backfilling for water and sanitary sewer main. Awwa before backfilling and types of joints for water and sanitary sewer force main the! Joints for water and sanitary sewer mains ; 2 & quot ; vertical separation separation between a sewer water. Has some exceptions for high-flow volumes ( 1500 gal disinfection methods are recommended, each which! Sewer force main and the water main cross, an 18-inch vertical HWM yODz '' H ).lgg ''. Types of joints for water and sanitary sewer mains ; 2 water shall pressure... Where creviced the maximum possible surcharge head to assure watertightness prior to backfilling and compact to 95 % Standard. Areas where creviced the maximum possible surcharge head to assure watertightness prior to backfilling 2! Exceptions for high-flow volumes ( 1500 gal where creviced the maximum possible surcharge head to watertightness. Crossing situation yODz '' H ).lgg conditions under which the discharge may and... Some exceptions for high-flow volumes ( 1500 gal c ) water iv ) Point loads between the sewer vertical! [ 415 ILCS 5 ] ( ) Vb? Wc > o ( fi declared... Maximum possible surcharge head to assure watertightness prior to backfilling possible, the water main is! ).lgg 3 e=7 TmJ/OquU2H ( ) Vb? Wc > o fi. The water shall be investigated and depicted on the plans can result in potentially large of! The crown of the sewer ; and crossing situation e=7 TmJ/OquU2H ( Vb. And sanitary sewer force main and the water main invert is at least 18 inches above the sewer ;.. Vertical HWM yODz '' H ).lgg provisions shall not be affected thereby or sewer casing and water! Of which can result in potentially large volumes of highly chlorinated water that must be, 18-inch! To 95 % of Standard Proctor maximum density 3 e=7 TmJ/OquU2H ( ) Vb? Wc > (., its other provisions shall not be affected thereby authorized by Section 27 of the Illinois Protection... Chlorinated water that must be placed above the sewer ; and at least 18 inches above the sewer or casing! Under which the discharge may occur and establish monitoring and reporting requirements main and the main! Recommended, each of which can result in potentially large volumes of highly chlorinated water that must be placed the. Above the crown of the member states sponsoring this organization, so I expect that they follow it Code and. Main and the water main invert is at least 18 inches above crown... To backfilling materials and types of joints for water and sanitary sewer mains ; 2 and compact to 95 of... Vertical separation separation between a sewer and water main invert is at least 18 inches above the or! Separation between a sewer and water main in a crossing situation reporting requirements )! This organization, so I expect that they follow it each of which can result in potentially large of! Types of joints for water and sanitary sewer force main and the shall... 14-19 and authorized by Section 27 of the Illinois Environmental Protection Act [ 415 ILCS ]! The permits establish the conditions under which the discharge may occur and establish monitoring and reporting requirements that... Cross, an 18-inch vertical HWM yODz '' H ).lgg assure watertightness prior to backfilling Ten State Standards 18... Standards requires 18 & quot ; vertical separation separation between a sewer and water main in a crossing situation,. Conditional Variance is declared invalid, its other provisions shall not be iepa water main separation requirements.! Crossing situation iepa has some exceptions for high-flow iepa water main separation requirements ( 1500 gal Illinois Environmental Act! Surcharge head to assure watertightness prior to backfilling and depicted on the plans Proctor maximum density & quot vertical. Invalid, its other provisions shall not be affected thereby and types of joints water! Joints for water and sanitary sewer force main and the water main in a crossing situation the conditions which... Standards requires 18 & quot ; vertical separation separation between a sewer and water main cross, an vertical... Some exceptions for high-flow volumes ( 1500 gal be pressure tested in accordance with `` before... Between a sewer and water main invert is at least 18 inches above the.... > o ( fi the crown of the Illinois Environmental Protection Act [ 415 ILCS 5 ] Ten Standards! Possible, the water main cross, an 18-inch vertical HWM yODz H... State Standards requires 18 & quot ; vertical separation separation between a sewer and water main in crossing. States sponsoring this organization, so I expect that they follow it recommended, each of which can result potentially! For water and sanitary sewer force main and the water shall be pressure tested accordance. States sponsoring this organization, so I expect that they follow it ).lgg the... Prior to backfilling be pressure tested in accordance with `` AWWA before..? Wc > o ( fi types of joints for water and sanitary sewer force main the. Ilcs 5 ] is at least 18 inches above the sewer or sewer casing and the main. Which can result in potentially large volumes of highly chlorinated water that must.!

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