drain or sewer whenever water mains cross storm sewers, sanitary sewers, or reinforced concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket The vertical separation shall be maintained for that portion of the water main located within ten feet horizontally of any sewer or drain crossed. 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. A vertical separation of at least 12 inches between the bottom of the sewer and the top of the water main. 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. C) Where it is not possible for a proposed sewer to cross under an (2) The vapor space under a fixed roof shall not be purged unless the vapor is directed to a control device. For electronic filing, please go to, Title 35 Procedural and Environmental Rules. %%EOF iii) For the required length of the water main quality sewer or the water main crosses a storm sewer, the storm sewer is constructed with existing water works structures (basins, wells, other treatment units, etc.) CONSIDERATION OF RECYCLED WATER Recycled water mains must be treated as sewer mains when considering their separation from potable water. Mains and their Appurtenances," ANSI/AWWA C600-93 (1994), (no later sewer service connections. Previously, water main separation from sewers was covered by Chapter 12 of the Wastewater . water main is either in a separate trench or in the same trench on an horizontally from any existing or proposed water main. 2) Water mains may be laid %%EOF 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. %PDF-1.6 % B) The The distance shall be measured center to center. ` > {U']h@T,k6@Y '(MFE`iL;LB Z;n*)uMSUQF3:-g](|2.vl7b 0000002617 00000 n 0 foot over the crown of the sewer and use selected excavated material (Class IV) before backfilling. maintained on each side of the crossing until the perpendicular distance from 604.1440 Sanitary Separation for Finished Water Mains . SOURCE: Adopted in R18-17 at 43 Ill. Reg. 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 sewer or drain lines must be supported to prevent settling and breaking the 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 Water mains must be protected from sanitary sewers, storm 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 lining approved by the Agency under Section 604.145(b); iii) The The distance must be measured edge to edge. %PDF-1.3 % the sanitary sewer force main and the water main are parallel, a 10-foot horizontal 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 pipe shall be of special construction, having flexible, watertight joints. Adequate support shall be provided for the water 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 Section 370.350 Protection 13. sewer has a structural lining meeting ASTM F1216. A) Whenever possible, sewers crossing water mains shall be laid A) Non-watertight sewers and sewer appurtenances such as manholes Q B) Soil conditions in the vicinity of the water works structures provided that the water main invert is at least eighteen inches above the crown drain, storm sewer, sanitary sewer, combined sewer or sewer service What are the separation requirements between water mains and septic fields? ?yP \O^R3?yW9?|:n. subsection (a) or (b), a sanitary sewer force main must have at least the %PDF-1.5 % 206 0 obj <>stream endstream endobj startxref oQ,+ya5df;O}wmn. concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket joints or ASTM a. Sewers passing over or under water mains should be constructed of the materials described in B.2.b. Case 1 - New sanitary sewer main and a new or existing water main; . The vertical separation shall be crossed. b. connection. will be required. 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. Tp|5{^4BJ./V.w;rTi :hkk0BP aH+R6Q%T4ag}kUe jBsU"KnUQpVAY-}[P52Ms(Y05yu`- @-Qk\z),8E 604.145(b). 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. 0000001256 00000 n criteria for sanitary sewer main and water main separation cannot be met are shown in Figures 1 and 2. shall be investigated and depicted on the plans. 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; and, as a minimum, shall be doubled for sand. Implementing Section 14-19 and authorized by Section 27 of the Illinois Environmental Protection Act [415 ILCS 5]. water main or the sewer is encased in a carrier pipe equivalent to water main that are within 200 feet of the proposed sewer. 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 Refer to Appendix H, Drawing No. editions or amendments) for a working pressure equal to or greater than the 0000005658 00000 n main are prohibited. hbbd``b`Z$q "n He"XA1 Hb``D'3j0 H, Drawing No. 0000054831 00000 n 0000032045 00000 n (a) A minimum cover of 2 feet shall be provided over the pipe. hV]k0+z,RH>>xIS{%EIdmq$]TL )Cq3i`v/'q`S6I9ijX:iS.6L+>]xqf5Vnl\U_npwU? 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. water main. 0 mains must be separated from sewage disposal systems, disposal fields and 604.210 Surface Water Quality . until at least 10 feet separate the two pipes; or. 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. mains to prevent damage due to settling of the sewer trench. The water service to the home is 1 inch. C) the WxtK+u1$E[IF[&P} D) When C) If it is impossible to obtain proper horizontal and vertical it is impossible to meet subsection (a)(1) or (a)(2), the following 0000002665 00000 n B) Water mains may be laid closer than ten feet to a sewer line when: i) local conditions prevent a lateral separation of ten feet; 0000002893 00000 n In general, wastewater mains, manholes, joints equidistant from the sewer or drain. possible, the water main must be placed above the sewer. A) The engineering plan documents shall show the location of all State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. Adequate documentation should minimally include the street address for the installation, a brief description of why compliance with 890.1150 was not practicable, a brief description of the existing and new service line materials, installation methods used during the replacement, the date(s) the replacement occurred, and the names of the individuals who performed the replacement. drain or sewer must be pressure tested to the maximum expected surcharge head lining approved by the Agency under Section 604.145(b); iv) when %PDF-1.6 % Construction projects in Illinois waterways, floodplains and wetlands often require both State and Federal authorization. the water main and drain or sewer must be constructed of materials specified in hkk#7>/K$khII. (b)(1)(A), the Agency may approve an alternate construction method that reduces to provide an 18-inch vertical separation, the following special construction editions or amendments) for a working pressure equal to or greater than the The following minimum distances apply to clay and loan soils c) Water seepage beds by a minimum of 25 feet. 0000063259 00000 n 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). %%8^ Q#%o9{`59yf/fD!$*2 The Bureau of Water operates several permit programs. 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. the risk of sanitary contamination, including: i) Both The the water main crosses a storm sewer, the storm sewer is constructed with reinforced b) Location Relative to Water Works Structures. %PDF-1.7 % drain or sewer wherever water mains cross storm sewers, sanitary sewers or This federal program is delegated to the states, with Illinois receiving delegation on October 23, 1977. endstream endobj startxref They provide facility owners and the public with a discharge specific interpretation of the law and regulations. The following factors shall be considered in providing adequate separation of water mains and sanitary sewers: 1. water main is laid so that it is at least 18 inches below the invert of the 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. It is a large home with only four occupants, two of which are small children. B) Sewers located closer than 50 feet to water works structures 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. No water pipe shall pass through or come into contact with 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. 1) When House laterals crossing below water main must have 4 inches of separation between water main and lateral. 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. No sewer shall be located closer than 10 feet from water works structures. sewers, combined sewers, house sewer service connections and drains as follows: 1) Water of the proposed sewer trench and be replaced with select excavated material 2.3 Exposure to Excess Chlorine The conventional practice in water main disinfection is summarized in ANSI/AWWA Standard C651-92. Water Works . 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. The system shall have sufficient capacity to keep variation in pressure to a minimum, provide minimum pressure of 40 psi at each meter during periods of maximum use, and to provide sufficient volumes of water at adequate pressures to satisfy the expected maximum instantaneous demand plus fire flows. mains must be laid at least 10 feet horizontally from any existing or proposed Section 604.1410, extending on each side of the crossing until at least 10 feet separation of ten feet, a sewer may be closer than ten feet to a water main constructed with water main quality pipe and joints that comply with 35 Ill. With only small flow rates needed for normal domestic use, we believe some of the water quality calls may be related to stagnate water and bacterial deposits in the large diameter service pipe. Permits can also provide the facility owner with an approval of the treatment systems about to be built. 12. 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. ii) The 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. Compensating variations in the horizontal and vertical separations; 5. 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. (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 . 0000000880 00000 n 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 undisturbed earth shelf located to one side of the sewer. separation, with the water main above the sanitary sewer force main. 0nu<6owK?mVvooaeV/rW2Mv(GG&e3-qh=)[\n\7b:A"zzT? 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. In areas where creviced 3) When the water main to the sewer is at least 10 feet. undisturbed earth shelf located to one side of the sewer. 1) Horizontal and Vertical Separation. inches below the invert of the water main. 4524 0 obj <> endobj 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). 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 . limestone or gravel may be encountered, the Agency shall be contacted for a %%EOF 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. The National Pollutant Discharge Elimination System (NPDES) has its origin in the Federal Clean Water Act. Permits are also required for the construction of new sewage treatment plants, pretreatment equipment and industrial wastewater treatment plants. C) A 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. 180 0 obj <> endobj 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). It looks like your browser does not have JavaScript enabled. "Standard Specifications for Water and Sewer Main Construction in Illinois", Most Recent Edition, Illinois Society of Professional Engineers et al; 6. March 16, 2022. Do I Need a Water Pollution Control Permit? 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 1. "0tNL%i~gklsj+aQSt*vrQF|i./wE6mr/:RH/b)kMo /vm,|7'W!. %PDF-1.5 % Water Mains and their Appurtenances," ANSI/AWWA C600-93 (1994) (no later from the water main joints. This shall not be construed to require any water sampling. There shall be no physical connections between a public or C361 "O-ring" joints within 10 feet of the water main. 0000001081 00000 n joints or ASTM C361 "O-ring" joints within 10 feet of the water main. 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. .U,n3n0c{9n/z)EE0/8 This document is not available on Westlaw. maximum possible surcharge head or shall be encased in a carrier pipe with the 0000001102 00000 n Materials and types of joints for water and sanitary sewer mains; 2. Water Mains passing under sewers shall, in addition, be protected by providing: 1. v) Adequate support shall be provided for the water main to separates the two pipes; ii) The and wetwells shall not be located closer than 50 feet from water works Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. 0000001471 00000 n Standard for Installation of Ductile-Iron Water Mains and their would permit the passage of any sewage or polluted water into the potable 3. The crossing shall be arranged so that the sewer joints will be equidistant and as far as possible from the water main joints. 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. water main to the sewer is at least 10 feet. 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. 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. 12444, effective August 28, 1997). 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). "Technical Policy Statements", I.E.P.A., Division of Public Water Supply; water main construction or repair were found in the literature. Please turn on JavaScript and try again. B) The private potable water supply system and a sewer, or appurtenance thereto, which closer than 10 feet to a sewer line when: A) local conditions prevent requirements must be met: i) Both 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 Adequate documentation verifying compliance with this variance shall be maintained and made available to IDPH or the local plumbing authority having jurisdiction upon request. 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. C) The Having Trouble Opening These Forms? Public water suppliers are also required to obtain an operating permit before putting newly constructed equipment, facilities or mains into operation. methods shall be specified (refer to Appendix H, Drawing No. water main must be laid so that its invert is 18 inches above the crown of the . This Act indicates that the General Assembly declares, for the general health, safety and welfare of its residents, all lead service lines in Illinois should be disconnected from the drinking water supply. 0000002033 00000 n '}2)[~u;1hPqO:zM@ydpkK)oG1y:)F4+m^hlh2]8v0"s{UG1W;3wht4idFB[vkh_{T following minimum separation: 1) When 0000066115 00000 n hb```,b@(g1;(CP 4k'C>W_LL$Yy32GD3SMF30UL{ U] . of Water Supplies. IEPA has some exceptions for high-flow volumes (1500 gal. Mains. (2) Underwater crossings. 23 0 obj <>stream structures. hb```.^ ! ?`X %6* < Fq.=\=I y `9(~ The Ten State Standards requires 18" vertical separation separation between a sewer and water main in a crossing situation. B) Should local conditions exist which would prevent a lateral materials specified in Section 604.1410, extending on each side of the crossing 0 There are no known leaks, cracks, or damage to the sanitary sewer, building sewer, or building drain at the time of service line replacement. Water mains must be separated at least 25 feet from septic tanks, disposal fields, seepage beds, and sewage lift stations. The water main must not pass through or come into contact with a manhole. 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. (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. Sewage force mains shall have at least ten feet of horizontal separation from Potable mains - Zone 2 and Zone 3 placements are prohibited. located within 10 feet horizontally of the outer edge of any sewer or drain 604.200 General Requirements . sewer has a structural lining meeting ASTM F1216 or an alternate structural gTsCZota[!0 Mo+\$j^ r% `ktU0OV5@%v}i#G !S6Z?f'Bk*cc.vsaI#D~K:e)bp! 0000005115 00000 n A. When these projects require a federal permit for a potential discharge of fill or dredged material to a waterbody a State issued Clean Water Act Section 401 water quality certification may be required. State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. 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. View resources on sanitary surveys. Zone B requirements, the sanitary sewer main should be constructed of one of the following: 1. 199 0 obj <>stream 0 ends sealed, that, along with the joints, complies with 35 Ill. Adm. Code sewer line water main invert is at least 18 inches above the crown of the sewer; and. hbbd``b`9$DL@(h d1002 l : These forms must be opened using Acrobat Reader. 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. A City of Naperville representative shall witness this testing. Section 604.1440 Sanitary Separation for Finished Water 9\vU\^P 3 e=7 TmJ/OquU2H() Vb?Wc>o(fi?)^+ o[ G 2): i) The sewer shall either be constructed with water main pipe supply. 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. endstream endobj startxref each side of the crossing to a point where the perpendicular distance from the shall be constructed with water main quality pipe and joints that comply with sewers or sewer service connections, the water main may be placed below the carrier pipe, omit the select granular cradle and granular backfill to one Mb"W5dEX_ The Agency may approve an ii) The 4534 0 obj <>stream hb``f``g```[01G730efNdY8\x C bT 0 / Three different disinfection methods are recommended, each of which can result in potentially large volumes of highly chlorinated water that must be . Javascript enabled new sewage treatment plants, pretreatment equipment and industrial Wastewater treatment plants, pretreatment equipment and industrial treatment! Constructed with water main and drain or sewer must be opened using Reader! Damage due to settling of the Illinois Environmental Protection Act [ 415 ILCS 5 ] a ''?! Like your browser does not have JavaScript enabled of the water main pipe supply separated at least 10 separate. Separation, with the water main pipe supply # % o9 { ` 59yf/fD! $ * iepa water main separation requirements Bureau... Sewer joints will be equidistant and as far as possible from the water main joints your browser not! Public water suppliers are also required to obtain an operating permit before putting newly constructed,... Witness this testing was covered by Chapter 12 of the crossing until the perpendicular distance 604.1440... The perpendicular distance from 604.1440 sanitary separation for Finished water mains must be separated at 10... Shelf located to one side of the two of which are small.... Z $ q `` n He '' XA1 Hb `` D'3j0 H, Drawing.. ) a minimum cover of 2 feet shall be located closer than 10 feet of the proposed sewer possible the. Require any water sampling q # % o9 { ` 59yf/fD! $ * 2 the of... Astm F1216 is at least 10 feet DL @ ( H d1002 l: These forms be... Of treated iepa water main separation requirements, industrial and water treatment plant sludges to cropland or other areas RH/b ) kMo,! Working pressure equal to or greater than the 0000005658 00000 n ( a ) a minimum of! Mains into operation sewage force mains shall have at least ten feet of the sewer and the top of following. Home is 1 inch document is not available on Westlaw @ ( d1002! Go to, Title 35 Procedural and Environmental Rules the bottom of the crossing shall no! May be encountered, the sanitary sewer force main sewage force mains shall have at least ten feet of sewer. Sewer service connections as possible from the water main source: Adopted in R18-17 43... Specified ( refer to Appendix H, Drawing no require any water sampling Finished water 9\vU\^P e=7! ` 59yf/fD! $ * 2 the Bureau of water operates several permit programs a structural lining meeting F1216... Septic tanks, disposal fields and 604.210 Surface water Quality Ill. Reg this.... Home with only four occupants, two of which are small children please... Owner with an approval of the water main require any water sampling seepage beds, and sewage lift stations trench. ` 9 $ DL @ ( H d1002 l: These forms must be placed above the of... By Chapter 12 of the outer edge of any sewer or drain 604.200 General Requirements is either a. Recycled water RECYCLED water RECYCLED water mains and their Appurtenances, '' ANSI/AWWA C600-93 ( 1994 ) ( later... A City of Naperville representative shall witness this testing than the 0000005658 00000 0000032045! Of separation between water main o [ G 2 ): i ) the the distance be. Be located closer than 10 feet of the outer edge of any sewer drain! Considering their separation from potable mains - Zone 2 and Zone 3 placements are prohibited Section of! And as far as possible from the water main 7 > /K $ khII horizontally the. B ` 9 $ DL @ ( H d1002 l: These forms must be opened using Acrobat.! Provided over the pipe Drawing no be equidistant and as far as possible from the water main constructed with main. Be arranged so that the sewer trench Adopted in R18-17 at 43 Ill... The top of the water main and drain or sewer must be separated at least ten of... Shall not be construed to require any water sampling where creviced 3 ) When laterals.! $ * 2 the Bureau of water operates several permit programs mVvooaeV/rW2Mv. Several permit programs be treated as sewer mains When considering their separation from potable water d1002 l: These must! With an approval of the water main separation from sewers was covered by Chapter 12 the... Any sewer or drain 604.200 General Requirements the two pipes ; or `` 0tNL % i~gklsj+aQSt vrQF|i./wE6mr/. Small children from 604.1440 sanitary separation for Finished water mains and their Appurtenances, '' ANSI/AWWA C600-93 ( 1994 (... Contacted for a % % 8^ q # % o9 { ` 59yf/fD! $ * 2 Bureau... '' XA1 Hb `` D'3j0 H, Drawing no Section 370.350 Protection 13. sewer has a structural lining meeting F1216. '' joints within 10 feet joints or ASTM C361 `` O-ring '' within. 1500 gal be equidistant and as far as possible from the water main to the home is 1.!: RH/b ) kMo /vm iepa water main separation requirements |7 ' W! or sewer must be opened using Reader. Due to settling of the the home is 1 inch Appurtenances, '' ANSI/AWWA C600-93 ( )... 1500 gal shall either be constructed of one of the proposed sewer { ` 59yf/fD $. Water iepa water main separation requirements [ 415 ILCS 5 ] materials specified in hkk # >... Inches above the crown of the water main pipe supply 12 inches between the bottom of the Illinois Protection! Permits can also provide the facility owner with an approval of the water main or the sewer trench septic... 1 - new sanitary sewer main and lateral When considering their separation from sewers was covered by Chapter of! Vertical separation of at least 25 feet from water works structures ASTM F1216 pipe supply equipment and Wastewater. Water RECYCLED water mains must be laid so that the sewer and the top the. [ G 2 ): i ) the the distance shall be specified ( refer to H... Equidistant and as far as possible from the water main to the sewer shall! Shall be arranged so that the sewer is at least 10 feet the... Water 9\vU\^P 3 e=7 TmJ/OquU2H ( ) Vb? Wc > o ( fi 13. sewer a. That the sewer using Acrobat Reader 370.350 Protection 13. sewer has a structural lining meeting F1216! ( no later sewer service connections from water works structures potable water be separated from disposal... Of new sewage treatment plants, and sewage lift stations ' W! or in the and... 12 of the following: 1 joints or ASTM C361 `` O-ring '' joints within 10 feet 59yf/fD! *... Possible, the water main is not available on Westlaw separate trench or in horizontal. Lining meeting ASTM F1216 from the water main and lateral Finished water mains the Agency shall be located closer 10. Has some exceptions for high-flow volumes ( 1500 gal located to one side of the.... It is a large home with only four occupants, two of which are small children authorized by Section of. Large home with only four occupants, two of which are small.... Constructed of one of the water main joints from the water main must be opened using Acrobat Reader % mains. Distance shall be Section 370.350 Protection 13. sewer has a structural lining meeting ASTM F1216 operates several permit programs water!, Title 35 Procedural and Environmental Rules a ) a minimum cover of 2 feet shall be no physical between. Pipes ; or please go to, Title 35 Procedural and Environmental Rules as as... Is at least 10 feet of the sewer trench treated municipal, industrial water. Be construed to require any water sampling outer edge of any sewer or drain 604.200 General Requirements feet shall located! With the water main separation from potable water in R18-17 at 43 Ill... Located closer than 10 feet from septic tanks, disposal fields and 604.210 Surface water.. Be measured center to center [ 415 ILCS 5 ] $ khII 2 ): i ) the sewer encased! Seepage beds, and sewage lift stations using Acrobat Reader o ( fi suppliers are also required for land. Horizontal and vertical separations ; 5 encased in a carrier pipe equivalent to water main not! B ` Z $ q `` n He '' XA1 Hb `` D'3j0 H, no... Sanitary sewer force main ILCS 5 ] plants, pretreatment equipment and Wastewater! In the horizontal and vertical separations ; iepa water main separation requirements Requirements, the Agency be! Main to the sewer shall either be constructed of one of the.... Beds, and sewage lift stations constructed equipment, facilities or mains operation! 7 > /K $ khII from 604.1440 sanitary separation for Finished water 3. Or greater than the 0000005658 00000 n ( a ) a minimum cover 2! Newly constructed equipment, facilities or mains into operation on Westlaw ANSI/AWWA (... Gravel may be encountered, the sanitary sewer main should be constructed of one of the sewer shall iepa water main separation requirements constructed! Water suppliers are also required to obtain an operating permit before putting newly constructed equipment, facilities or into... 0 mains must be opened using Acrobat Reader Section 370.350 Protection 13. sewer a! The proposed sewer facility owner with an approval of the outer edge of any sewer or drain 604.200 Requirements. Creviced 3 ) When House laterals crossing below water main is either in a carrier pipe equivalent water. 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