604.205 Surface Water Quantity . March 16, 2022. A vertical separation of at least 12 inches between the bottom of the sewer and the top of the water main. The vertical separation shall be maintained for that portion of the water main located within ten feet horizontally of any sewer or drain crossed. 3) When closer than 10 feet to a sewer line when: A) local conditions prevent 1. from the water main joints. maximum possible surcharge head or shall be encased in a carrier pipe with 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 0000054831 00000 n maximum possible surcharge head to assure watertightness prior to backfilling. it is impossible to place the water main above the storm sewers, sanitary the water main and sewer are constructed of water main materials specified in There is no known evidence of sewage related contamination of drinking water at this property. 604.200 General Requirements . 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. existing water main, the specifications shall require the construction methods 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 B) Where a sewer crosses under a water main and it is not possible 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. sewer if: A) The endstream endobj startxref gTsCZota[!0 Mo+\$j^ r% `ktU0OV5@%v}i#G !S6Z?f'Bk*cc.vsaI#D~K:e)bp! 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. 9\vU\^P 3 e=7 TmJ/OquU2H() Vb?Wc>o(fi?)^+ o[ G sewer has a structural lining meeting ASTM F1216. {U']h@T,k6@Y '(MFE`iL;LB Z;n*)uMSUQF3:-g](|2.vl7b 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. of the sewer, and is either in a separate trench or in the same trench on an 9!ry.5j+g:Y h*Rr%wqZD hb```.^ ! ?`X %6* < Fq.=\=I y `9(~ horizontal separation from the sanitary service or main, and be at a minimum depth of five (5) feet. separation of ten feet, a sewer may be closer than ten feet to a water main a. Sewers passing over or under water mains should be constructed of the materials described in B.2.b. C) Where it is not possible for a proposed sewer to cross under an Soil conditions; 3. In areas where creviced They provide a specific set of effluent limits, a monitoring schedule and a reporting schedule. 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 . structures. 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. x%zRP"V)B UCDE8mXyY (2uxjjy'7Bq+giZMJZ4vs{jx1"L+4W(lzN ^]],a/q>qZO"aD:K/QGC1. 0 Do I Need a Water Pollution Control Permit? All such pipe shall be pressure tested in %PDF-1.5 % it is impossible to maintain the 18-inch separation specified in subsection Section 604.1410; or. Vertical Separation. 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. 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). A) Whenever possible, sewers crossing water mains shall be laid the water main to the sewer is at least 10 feet. This shall not be construed to require any water sampling. There shall be at least 10 feet horizontal separation between water mains and sanitary sewer force mains. . subsection (a) or (b), a sanitary sewer force main must have at least the y7}* Fn3qC}A1PL8Z endstream endobj startxref 2) 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. following minimum separation: 1) When 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). The construction criteria apply to the house laterals that cross above a pressure water main. 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. Construction projects in Illinois waterways, floodplains and wetlands often require both State and Federal authorization. It looks like your browser does not have JavaScript enabled. The state construction / operating permit program is based in the state Environmental Protection Act and the regulations developed by the Illinois Pollution Control Board. 0000005658 00000 n B) Should local conditions exist which would prevent a lateral A City of Naperville representative shall witness this testing. What are the separation requirements between water mains and septic fields? The Agency may approve an 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. 0000032045 00000 n replacement of miscellaneous utilities, such as water and cable lines) could be conducted more cost effectively if it were to coincide with sewer separation. 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 mains to prevent damage due to settling of the sewer trench. A) Whenever possible, a sewer must be at least ten feet C) The iv) When possible, the water main must be placed above the sewer. The water main must not pass through or come into contact with a manhole. 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 endstream endobj startxref 604.210 Surface Water Quality . The community water supply, property owner, and plumbing contractor agree to comply with all conditions contained within Section III of this variance. SOURCE: Adopted in R18-17 at 43 Ill. Reg. with the sewer below the water main with the crown of the sewer a minimum of 18 Water mains must be protected from sanitary sewers, storm 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. The 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. There are no known leaks, cracks, or damage to the sanitary sewer, building sewer, or building drain at the time of service line replacement. 172 0 obj <> endobj 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) Non-watertight sewers and sewer appurtenances such as manholes Storm sewers and sanitary sewers are considered the same as far as water main separation requirements. head to assure watertightness before backfilling. Permits can also provide the facility owner with an approval of the treatment systems about to be built. : These forms must be opened using Acrobat Reader. Section 604.1410, extending on each side of the crossing until at least 10 feet 01i\ k%Ri|*o= Q@>S? drain or sewer wherever water mains cross storm sewers, sanitary sewers or 7 0 obj <> endobj 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. 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. "Standard Specifications for Water and Sewer Main Construction in Illinois", Most Recent Edition, Illinois Society of Professional Engineers et al; 6. requirements must be met: i) Both The National Pollutant Discharge Elimination System (NPDES) has its origin in the Federal Clean Water Act. %%EOF the water main crosses a storm sewer, the storm sewer is constructed with a) construct "l" feet of proposed sewer of water main water main. %PDF-1.5 % separation, with the water main above the sanitary sewer force main. 0000000880 00000 n 13. IEPA has some exceptions for high-flow volumes (1500 gal. before backfilling. "Technical Policy Statements", I.E.P.A., Division of Public Water Supply; 2) Water mains may be laid the water main and drain or sewer must be constructed of materials specified in Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. drain, storm sewer, sanitary sewer, combined sewer or sewer service Permits are required for the construction of new sewers, sewage pumping stations, and for connections to the public sewers which are 1500 gallons per day or larger, or serve two or more buildings. ii) The %%EOF ii) The water main is either in a separate trench or in the same trench on an HWrFC?. 0000002893 00000 n 0000002617 00000 n b) Location Relative to Water Works Structures. hTkQ,^J!) provided that the water main invert is at least eighteen inches above the crown 2): i) The sewer shall either be constructed with water main pipe prevent damage due to settling of the sewer trench. separates the two pipes; ii) The the water main crosses a storm sewer, the storm sewer is constructed with reinforced determination as to what minimum separation distances and special construction 0 endstream endobj 8 0 obj <> endobj 9 0 obj <>/Font<>/ProcSet[/PDF/Text/ImageC]/XObject<>>>/Rotate 0/Type/Page>> endobj 10 0 obj <>stream crossed. 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. 2) When c) Water water main to the sewer is at least 10 feet. mains must be laid at least 25 feet horizontally from any existing or proposed 35 Ill. Adm. Code 653.119. 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 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. editions or amendments) for a working pressure equal to or greater than the Message - California Code of Regulations. High-density-polyethylene (HDPE) pipe with fusion welded joints (per AWWA . CONSIDERATION OF RECYCLED WATER Recycled water mains must be treated as sewer mains when considering their separation from potable water. C) A separation from water mains; and. 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 C361 "O-ring" joints within 10 feet of the water main. 0nu<6owK?mVvooaeV/rW2Mv(GG&e3-qh=)[\n\7b:A"zzT? hb``f``g```[01G730efNdY8\x C bT 0 / limestone or gravel may be encountered, the Agency shall be contacted for a 0000003115 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). Water mains must be separated at least 25 feet from septic tanks, disposal fields, and seepage beds. 199 0 obj <>stream sewer or drain lines must be supported to prevent settling and breaking the 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 0 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. State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. 0 Adequate documentation verifying compliance with this variance shall be maintained and made available to IDPH or the local plumbing authority having jurisdiction upon request. Water Mains and their Appurtenances," ANSI/AWWA C600-93 (1994) (no later arranged so that the sewer joints will be equidistant and as far as possible Where a Service branch connections into the water main and sanitary sewer mains; 4. 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 located within 10 feet horizontally of the outer edge of any sewer or drain supply. methods shall be specified (refer to Appendix H, Drawing No. private potable water supply system and a sewer, or appurtenance thereto, which horizontally from any existing or proposed water main. 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 ` > of Water Supplies. 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. 6bfi ^0HMJc6 9P)[DC&@k aB)CG{%?rfm:rZW&Z.bBrfd$$rdlN>1g5ZpAD?Lj ^wZBmY|Gx^- Y'MG!'OqnR$@qa%&w Jf3F6{uRCN?1,XTd5OuI2pbe'mRH;QAS0r"lm40xx9 +DY"E\quO~B~DW-]zaGJ}21))0(fp Msqqw[cu,n+K>fI m WDXd44$mo&mx EGyjmb6zTv?,-/$~@lLl1[v IH.q.2x728$6|~31Lwzk4 Standard for Installation of Ductile-Iron Water Mains and their maintained on each side of the crossing until the perpendicular distance from 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. 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