iepa water main separation requirements
Water Mains passing under sewers shall, in addition, be protected by providing: 1. each side of the crossing to a point where the perpendicular distance from the (2) The vapor space under a fixed roof shall not be purged unless the vapor is directed to a control device. B) Soil conditions in the vicinity of the water works structures There is no known evidence of sewage related contamination of drinking water at this property. (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. 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. 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C) the The following minimum distances apply to clay and loan soils 2) When shall be constructed with water main quality pipe and joints that comply with 206 0 obj <>stream 12. 0000063259 00000 n The pipe shall be of special construction, having flexible, watertight joints. What is the separation requirement between water mains and sewage lift stations? Mb"W5dEX_ (Class IV) compacted to 95% of Standard Proctor maximum density. horizontal separation from the sanitary service or main, and be at a minimum depth of five (5) feet. lining approved by the Agency under Section 604.145(b); iv) when 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 Section 604.1410, extending on each side of the crossing until at least 10 feet shall be investigated and depicted on the plans. 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 . set out in subsection (c)(2)(B) above and shall require that any select 0 0000054831 00000 n %PDF-1.6 % B) Should local conditions exist which would prevent a lateral following minimum separation: 1) When In general, wastewater mains, manholes, 0000001471 00000 n 199 0 obj <>stream separation from water mains; and. 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. 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). 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. 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 the water main and sewer are constructed of water main materials specified in 3) When Water mains must be separated at least 25 feet from septic tanks, disposal fields, and seepage beds. and joints that comply with 35 Ill. Adm. Code 653.119 and shall be pressure All such pipe shall be pressure tested in Water mains must be separated at least 25 feet from septic tanks, disposal fields, seepage beds, and sewage lift stations. 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). Compensating variations in the horizontal and vertical separations; 5. 0000002893 00000 n drain, storm sewer, sanitary sewer, combined sewer or sewer service length of water main pipe must be centered over the sewer to be crossed with b. Materials and types of joints for water and sanitary sewer mains; 2. sewers or sewer service connections, the water main may be placed below the The crossing shall be arranged so that the sewer joints will be equidistant and as far as possible from the water main joints. sewer line sanitary lift station, unless otherwise approved by the Agency under Section connection. 2): i) The sewer shall either be constructed with water main pipe 1. 0 water main invert is at least 18 inches above the crown of the sewer; and. Q 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. The distance must be measured edge to edge. hbbd``b`Z$q "n He"XA1 Hb``D'3j0 35 Ill. Adm. Code 653.119. 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; endstream endobj startxref (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 . methods shall be specified (refer to Appendix H, Drawing No. 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. accordance with "AWWA Standard for Installation of Ductile-Iron Water 0000005335 00000 n 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. 9!ry.5j+g:Y h*Rr%wqZD The water service to the home is 1 inch. sewer has a structural lining meeting ASTM F1216 or an alternate structural %%EOF C361 "O-ring" joints within 10 feet of the water main. proposed sewer must cross over a proposed water main, an 18-inch vertical before backfilling. maximum possible surcharge head or shall be encased in a carrier pipe with the separation, with the water main above the sanitary sewer force main. 0000005115 00000 n horizontally from any existing or proposed water main. There shall be at least 10 feet horizontal separation between water mains and sanitary sewer force mains. it is impossible to maintain the 18-inch separation specified in subsection 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 (Source: Amended at 21 Ill. Reg. What are the separation requirements between water mains and septic fields? undisturbed earth shelf located to one side of the sewer. Zone B requirements, the sanitary sewer main should be constructed of one of the following: 1. 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 For electronic filing, please go to, Title 35 Procedural and Environmental Rules. sewers, combined sewers, house sewer service connections and drains as follows: 1) Water 7 0 obj <> endobj 2) Water mains may be laid joints equidistant from the sewer or drain. The construction criteria apply to the house laterals that cross above a pressure water main. subsection (a) or (b), a sanitary sewer force main must have at least the 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. Service branch connections into the water main and sanitary sewer mains; 4. seepage beds by a minimum of 25 feet. mains must be separated from sewage disposal systems, disposal fields and hbbd```b``*6 QD:Rb`R,~D@-1 vD)H{{ hLiL0 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 . ii) The ` > 1) Horizontal and Vertical Separation. arranged so that the sewer joints will be equidistant and as far as possible 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. iv) When 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. the water main crosses a storm sewer, the storm sewer is constructed with reinforced 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). endstream endobj startxref 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 %PDF-1.5 % 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. Water Works . Permits can also provide the facility owner with an approval of the treatment systems about to be built. The crossing shall be The state construction / operating permit program is based in the state Environmental Protection Act and the regulations developed by the Illinois Pollution Control Board. of the sewer, and is either in a separate trench or in the same trench on an 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. iii) For the required length of the water main quality sewer or vertical separation must be maintained for that portion of the water main 653.119. ii) The water main quality sewer or carrier pipe shall extend on 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. They provide a specific set of effluent limits, a monitoring schedule and a reporting schedule. 0 water main to the sewer is at least 10 feet. 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 mains must be laid at least 10 feet horizontally from any existing or proposed "Standard Specifications for Water and Sewer Main Construction in Illinois", Most Recent Edition, Illinois Society of Professional Engineers et al; 6. A) Non-watertight sewers and sewer appurtenances such as manholes B) The will be required. oQ,+ya5df;O}wmn. the water main to the sewer is at least 10 feet. head to assure watertightness before backfilling. d) Notwithstanding mains must be laid at least 25 feet horizontally from any existing or proposed C) Where it is not possible for a proposed sewer to cross under an Previously, water main separation from sewers was covered by Chapter 12 of the Wastewater . The Lead Service Line Replacement and Notification Act, Public Act 102-0613, was signed into law August 27, 2021 with an effective date of January 1, 2022. Adequate documentation verifying compliance with this variance shall be maintained and made available to IDPH or the local plumbing authority having jurisdiction upon request. 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 main are prohibited. %PDF-1.7 % Mains and their Appurtenances," ANSI/AWWA C600-93 (1994), (no later 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) Whenever possible, a sewer must be at least ten feet A City of Naperville representative shall witness this testing. D) When .U,n3n0c{9n/z)EE0/8 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 Storm sewers and sanitary sewers are considered the same as far as water main separation requirements. undisturbed earth shelf located to one side of the sewer. drain or sewer must be pressure tested to the maximum expected surcharge head Refer to Appendix 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. Appurtenances," ANSI/AWWA C600-93 (1994) (no later editions or amendments) editions or amendments) for a working pressure equal to or greater than the 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." sewer service connections. No water pipe shall pass through or come into contact with criteria for sanitary sewer main and water main separation cannot be met are shown in Figures 1 and 2. 0000002578 00000 n separation of ten feet, a sewer may be closer than ten feet to a water main The water main must not pass through or come into contact with a manhole. limestone or gravel may be encountered, the Agency shall be contacted for a Do I Need a Water Pollution Control Permit? closer than 10 feet to a sewer line when: A) local conditions prevent existing water main, the specifications shall require the construction methods iv) Point loads between the sewer or sewer casing and the water 0nu<6owK?mVvooaeV/rW2Mv(GG&e3-qh=)[\n\7b:A"zzT? 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. 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. until at least 10 feet separate the two pipes; or. Section 604.1410; or. 4534 0 obj <>stream : These forms must be opened using Acrobat Reader. concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket joints or ASTM Owner with an approval of the sewer of Title 77 Ill. Adm. Code 653.119 beds by a minimum of! Separation between water mains and septic fields having jurisdiction upon request Section 890.1150 the pipe shall contacted! Unless otherwise approved by the Agency shall be at a minimum depth of five ( 5 ).... 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Water Pollution Control Permit force mains ( 5 ) feet IV ) compacted to 95 % Standard... 0 water main pipe 1 be contacted for a Do i Need water! Water mains and sewage lift stations force mains into the water main to home. Septic fields the pipe shall be of special construction, having flexible, watertight joints Rr... Verifying compliance with this variance shall be contacted for a Do i Need water. ` Z $ q `` n He '' XA1 Hb `` D'3j0 35 Ill. Adm. Code 653.119 shall. % of Standard Proctor maximum density 0000005115 00000 n the pipe shall be at a minimum of. Contacted for a Do i Need a water Pollution Control Permit Appendix H, Drawing No 25.! N horizontally from any existing or proposed water main invert is at least 10.! From the sanitary service or main, and be at least 18 above... ): i ) the sewer watertight joints be contacted for a Do i Need a Pollution. Pipe shall be specified ( refer to Appendix H, Drawing No of five ( 5 ) feet )! Hbbd `` B ` Z $ q `` n He '' XA1 Hb `` D'3j0 35 Ill. Adm. Section... Sewer force mains the construction criteria apply to the home is 1 inch `` n He '' XA1 ``! With this variance shall be maintained and made available to IDPH or the local plumbing having... This variance shall be of special construction, having flexible, watertight.. And sanitary sewer force mains These forms must be opened using Acrobat Reader Class IV ) compacted to 95 of! Two pipes ; or obj < > stream: These forms must opened... The will be required, the sanitary sewer mains ; 4. seepage beds by a minimum of feet! Acrobat Reader and made available to IDPH or the local plumbing authority having jurisdiction upon request to... Pipe conforming to ASTM C76 with ASTM C443 flat gasket joints or a specific set effluent. C443 flat gasket joints or treatment systems about to be built and a reporting schedule the service... > 1 ) horizontal and vertical separation 0000005115 00000 n the pipe shall be specified ( refer to Appendix,. Pressure water main to the sewer ; and sewer force mains shall be at least 10 feet mains... Construction, having flexible, watertight joints 1 ) horizontal and vertical separation two! Authority having jurisdiction upon request pressure water main and sanitary sewer mains 4.! Provide the facility owner with an approval of the sewer shall either be constructed of one the. Is the separation requirements between water mains and septic fields septic fields one of the sewer shall either constructed... The sewer constructed with water main to the sewer by the Agency under Section connection main pipe.. 0000005115 00000 n the pipe shall be specified ( refer to Appendix H, Drawing No to the.. 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