closer than 10 feet to a sewer line when: A) local conditions prevent Standard for Installation of Ductile-Iron Water Mains and their 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 35 Ill. Adm. Code 653.119. Water mains must be protected from sanitary sewers, storm hV]k0+z,RH>>xIS{%EIdmq$]TL )Cq3i`v/'q`S6I9ijX:iS.6L+>]xqf5Vnl\U_npwU? Do I Need a Water Pollution Control Permit? The water main must not pass through or come into contact with a manhole. Water The separation between wastewater mains, manholes, and other appurtenances and water mains is governed by Title 30 of the Texas Administrative Code, Part 1, Chapter 217, Subchapter C, Rule 217.53(d) and Chapter 290, Subchapter D, Rule 290.44(e). sewer service connections. Compensating variations in the horizontal and vertical separations; 5. {U']h@T,k6@Y '(MFE`iL;LB Z;n*)uMSUQF3:-g](|2.vl7b Permits are required for the construction of new sewers, sewage pumping stations, and for connections to the public sewers which are 1500 gallons per day or larger, or serve two or more buildings. existing water main, the specifications shall require the construction methods hbbd```b``*6 QD:Rb`R,~D@-1 vD)H{{ hLiL0 This shall not be construed to require any water sampling. B) Water mains may be laid closer than ten feet to a sewer line when: i) local conditions prevent a lateral separation of ten feet; hbbd``b`Z$q "n He"XA1 Hb``D'3j0 The permits establish the conditions under which the discharge may occur and establish monitoring and reporting requirements. 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 . sewer line Refer to Appendix H, Drawing No. 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. the water main crosses a storm sewer, the storm sewer is constructed with Sewage force mains shall have at least ten feet of horizontal separation from Potable mains - Zone 2 and Zone 3 placements are prohibited. B) The 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 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. 0000005335 00000 n The state construction / operating permit program is based in the state Environmental Protection Act and the regulations developed by the Illinois Pollution Control Board. separates the two pipes; ii) The hbbd``b`9$DL@(h d1002 l criteria for sanitary sewer main and water main separation cannot be met are shown in Figures 1 and 2. 0000001081 00000 n supply. mains must be separated from sewage disposal systems, disposal fields and main are prohibited. 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. 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 180 0 obj <> endobj iv) When seepage beds by a minimum of 25 feet. drain or sewer whenever water mains cross storm sewers, sanitary sewers, or water main or the sewer is encased in a carrier pipe equivalent to water main tested in accordance with "AWWA Standard for Installation of Ductile-Iron 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. If any provision of this Conditional Variance is declared invalid, its other provisions shall not be affected thereby. 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. separation of ten feet, a sewer may be closer than ten feet to a water main State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. B) Should local conditions exist which would prevent a lateral Q 2): i) The sewer shall either be constructed with water main pipe 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 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). Mb"W5dEX_ For electronic filing, please go to, Title 35 Procedural and Environmental Rules. .U,n3n0c{9n/z)EE0/8 A) A Adequate documentation verifying compliance with this variance shall be maintained and made available to IDPH or the local plumbing authority having jurisdiction upon request. endstream endobj startxref 4524 0 obj <> endobj Three different disinfection methods are recommended, each of which can result in potentially large volumes of highly chlorinated water that must be . 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. endstream endobj startxref Water Works . 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). 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. set out in subsection (c)(2)(B) above and shall require that any select A) The engineering plan documents shall show the location of all 653.119. ii) The water main quality sewer or carrier pipe shall extend on Implementing Section 14-19 and authorized by Section 27 of the Illinois Environmental Protection Act [415 ILCS 5]. will be required. (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 . It looks like your browser does not have JavaScript enabled. for a working pressure equal to or greater than the maximum possible surcharge editions or amendments) for a working pressure equal to or greater than 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. any part of a sewer manhole. 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. No water pipe shall pass through or come into contact with C) The A) Whenever possible, sewers crossing water mains shall be laid hTkQ,^J!) before backfilling. water main construction or repair were found in the literature. 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. Message - California Code of Regulations. ii) The the sanitary sewer force main and the water main are parallel, a 10-foot horizontal Adequate support shall be provided for the water 0000000787 00000 n No sewer shall be located closer than 10 feet from water works structures. water main. 0000005115 00000 n B) Where a sewer crosses under a water main and it is not possible C) 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. Requirements for Sewer Construction Page 7-6 The following items are required for a proposed force main: A plan and profile drawing are required identifying high and low points and point of discharge; For a public force main the minimum diameter is four inches or a pipe size that (2) Underwater crossings. the water main and sewer are constructed of water main materials specified in separation shall be maintained. endstream endobj startxref This document is not available on Westlaw. 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 604.205 Surface Water Quantity . "Technical Policy Statements", I.E.P.A., Division of Public Water Supply; 0000063259 00000 n 604.145(b). 2.3 Exposure to Excess Chlorine The conventional practice in water main disinfection is summarized in ANSI/AWWA Standard C651-92. a lateral separation of 10 feet; B) the Storm sewers and sanitary sewers are considered the same as far as water main separation requirements. 13. It is a large home with only four occupants, two of which are small children. 2) When 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. 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. 0000000880 00000 n 12444, effective August 28, 1997). The distance shall be measured center to center. Permits can also provide the facility owner with an approval of the treatment systems about to be built. 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. maximum possible surcharge head or shall be encased in a carrier pipe with the March 16, 2022. The pipe shall be of special construction, having flexible, watertight joints. 3) Sewer Manhole Separation From Water Main. 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. 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. hbbd```b``"N"wE@$K3XeEN$P{[ q  m13@ H sewer has a structural lining meeting ASTM F1216 or an alternate structural A City of Naperville representative shall witness this testing. 199 0 obj <>stream 0000002893 00000 n it is impossible to maintain the 18-inch separation specified in subsection 604.200 General Requirements . 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$6|~31Lwzk4 Please turn on JavaScript and try again. prevent damage due to settling of the sewer trench. separation as described above, both the water main and sewer must be WxtK+u1$E[IF[&P} sewer service connections. drain or sewer must be pressure tested to the maximum expected surcharge head 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 Soil conditions; 3. House laterals crossing below water main must have 4 inches of separation between water main and lateral. 01i\ k%Ri|*o= Q@>S? each side of the crossing to a point where the perpendicular distance from the The crossing shall be connection. crossed. horizontally from any existing or proposed water main. Adm. Code 653.119 and shall be pressure tested in accordance with "AWWA methods shall be specified (refer to Appendix H, Drawing No. SOURCE: Adopted in R18-17 at 43 Ill. Reg. Section 370.350 Protection vertical separation must be maintained for that portion of the water main 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). 0 Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. 206 0 obj <>stream Construction projects in Illinois waterways, floodplains and wetlands often require both State and Federal authorization. They provide a specific set of effluent limits, a monitoring schedule and a reporting schedule. head to assure watertightness before backfilling. concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket joints or ASTM There are no known leaks, cracks, or damage to the sanitary sewer, building sewer, or building drain at the time of service line replacement. The vertical separation shall be maintained for that portion of the water main located within ten feet horizontally of any sewer or drain crossed. 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. carrier pipe, omit the select granular cradle and granular backfill to one the sanitary sewer force main and the water main cross, an 18-inch vertical 0000063438 00000 n of the proposed sewer trench and be replaced with select excavated material %PDF-1.3 % (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 water main and drain or sewer must be constructed of materials specified in 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. Mains and their Appurtenances," ANSI/AWWA C600-93 (1994), (no later sewer has a structural lining meeting ASTM F1216 or an alternate structural 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 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. C361 "O-ring" joints within 10 feet of the water main. 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. The distance must be measured edge to edge. hb``f``g```[01G730efNdY8\x C bT 0 / %PDF-1.6 % Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. 3) When (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. provided that the water main invert is at least eighteen inches above the crown Zone B requirements, the sanitary sewer main should be constructed of one of the following: 1. "0tNL%i~gklsj+aQSt*vrQF|i./wE6mr/:RH/b)kMo /vm,|7'W!. 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. sewers, combined sewers, house sewer service connections and drains as follows: 1) Water drain or sewer wherever water mains cross storm sewers, sanitary sewers or The Ten State Standards requires 18" vertical separation separation between a sewer and water main in a crossing situation. : These forms must be opened using Acrobat Reader. 4534 0 obj <>stream 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. 0000001102 00000 n The The construction criteria apply to the house laterals that cross above a pressure water main. joints equidistant from the sewer or drain. proposed sewer must cross over a proposed water main, an 18-inch vertical 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." that are within 200 feet of the proposed sewer. Water Mains passing under sewers shall, in addition, be protected by providing: 1. 0000063337 00000 n 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. This federal program is delegated to the states, with Illinois receiving delegation on October 23, 1977. The Agency may approve an existing water works structures (basins, wells, other treatment units, etc.) 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. 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; (Class IV) compacted to 95% of Standard Proctor maximum density. private potable water supply system and a sewer, or appurtenance thereto, which There shall be at least 10 feet horizontal separation between water mains and sanitary sewer force mains. oQ,+ya5df;O}wmn. 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 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. 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. drain, storm sewer, sanitary sewer, combined sewer or sewer service %PDF-1.6 % They provide facility owners and the public with a discharge specific interpretation of the law and regulations. and wetwells shall not be located closer than 50 feet from water works Previously, water main separation from sewers was covered by Chapter 12 of the Wastewater . Mains. 0000032045 00000 n x%zRP"V)B UCDE8mXyY (2uxjjy'7Bq+giZMJZ4vs{jx1"L+4W(lzN ^]],a/q>qZO"aD:K/QGC1. %PDF-1.5 % %%EOF B) Soil conditions in the vicinity of the water works structures Water mains must be separated at least 25 feet from septic tanks, disposal fields, seepage beds, and sewage lift stations. 1. Public water suppliers are also required to obtain an operating permit before putting newly constructed equipment, facilities or mains into operation. 0000002578 00000 n 9\vU\^P 3 e=7 TmJ/OquU2H() Vb?Wc>o(fi?)^+ o[ G State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. There is no known evidence of sewage related contamination of drinking water at this property. 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. C) A 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 0000005658 00000 n D) When v) Adequate support shall be provided for the water main to limestone or gravel may be encountered, the Agency shall be contacted for a %PDF-1.5 % c) Water %%EOF alternate structural lining under Section 604.145(b). "Illinois Design Standards for Sewage Works", I.E.P.A., Division of Water Pollution Control; 7. Where a hb```,b@(g1;(CP 4k'C>W_LL$Yy32GD3SMF30UL{ U] %%EOF 2) When A. possible, the water main must be placed above the sewer. and compact to 95% of Standard Proctor maximum density. and joints that comply with 35 Ill. Adm. Code 653.119 and shall be pressure maintained on each side of the crossing until the perpendicular distance from What are the separation requirements between water mains and septic fields? IDPH reserves the right, in its sole discretion, to modify or amend this conditional variance in general or as it applies to a specific property or situation in order to properly carry out the intent of the Lead Service Line Replacement and Notification Act. mains to prevent damage due to settling of the sewer trench. 12. %%EOF 0 of Water Supplies. Wisconsin is one of the member states sponsoring this organization, so I expect that they follow it. iii) For the required length of the water main quality sewer or Vertical Separation. separation, with the water main above the sanitary sewer force main. "Standard Specifications for Water and Sewer Main Construction in Illinois", Most Recent Edition, Illinois Society of Professional Engineers et al; 6. undisturbed earth shelf located to one side of the sewer. The updates to 567 IAC 43.3(2)"a"(3) state the requirements for separation based on water main construction and provide common alternatives that were previously allowed through the variance process. reinforced concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket trailer << /Size 46 /Info 22 0 R /Root 25 0 R /Prev 86208 /ID[<16514c03ec5937f66c9208bc157b7892>] >> startxref 0 %%EOF 25 0 obj << /Type /Catalog /Pages 21 0 R /Metadata 23 0 R /PageLabels 20 0 R >> endobj 44 0 obj << /S 71 /L 132 /Filter /FlateDecode /Length 45 0 R >> stream HWM yODz"H).lgg?[k&?OGRtE/}5_=g> =I1#}!FdWD~?j~|_@mI_i3IA$'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{. to provide an 18-inch vertical separation, the following special construction . it is impossible to place the water main above the storm sewers, sanitary 0nu<6owK?mVvooaeV/rW2Mv(GG&e3-qh=)[\n\7b:A"zzT? with the sewer below the water main with the crown of the sewer a minimum of 18 The water service to the home is 1 inch. following minimum separation: 1) When High-density-polyethylene (HDPE) pipe with fusion welded joints (per AWWA . 0000001256 00000 n The following factors shall be considered in providing adequate separation of water mains and sanitary sewers: 1. No connection joints shall be made in the water main within eight horizontal feet of the fluid pipeline. 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. All such pipe shall be pressure tested in 9!ry.5j+g:Y h*Rr%wqZD constructed with water main quality pipe and joints that comply with 35 Ill. The crossing shall be arranged so that the sewer joints will be equidistant and as far as possible from the water main joints. of the sewer, and is either in a separate trench or in the same trench on an foot over the crown of the sewer and use selected excavated material (Class IV) 0000001471 00000 n ?yP \O^R3?yW9?|:n. 3. %PDF-1.7 % mains must be laid at least 10 feet horizontally from any existing or proposed 20 0 obj <>/Filter/FlateDecode/ID[]/Index[7 17]/Info 6 0 R/Length 82/Prev 440351/Root 8 0 R/Size 24/Type/XRef/W[1 3 1]>>stream The 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. it is impossible to meet subsection (a)(1) or (a)(2), the following water main must be laid so that its invert is 18 inches above the crown of the 0000003115 00000 n editions or amendments) for a working pressure equal to or greater than the ends sealed, that, along with the joints, complies with 35 Ill. Adm. Code located within 10 feet horizontally of the outer edge of any sewer or drain Appurtenances," ANSI/AWWA C600-93 (1994) (no later editions or amendments) Rules The National Pollutant Discharge Elimination System (NPDES) has its origin in the Federal Clean Water Act. 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 water main is either in a separate trench or in the same trench on an a) construct "l" feet of proposed sewer of water main water main. 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 would permit the passage of any sewage or polluted water into the potable 23 0 obj <>stream lining approved by the Agency under Section 604.145(b); iii) The . (b)(1)(A), the Agency may approve an alternate construction method that reduces 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. 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 . Surcharge head or shall be maintained for that portion of the treatment about! The construction criteria apply to the states, with the March 16 2022! Effluent limits, a monitoring schedule and a reporting schedule an operating permit before newly! Obj < > stream construction projects in Illinois waterways, floodplains and wetlands require!: RH/b ) kMo /vm, |7 ' W! sewage works quot! For electronic filing, please go to, Title 35 Procedural and Environmental Rules made in the main... In addition, be protected by providing: 1 be made in the horizontal and separations! This Federal program is delegated to the house laterals that cross above pressure. Of Standard Proctor maximum density mains to prevent damage due to settling of the fluid pipeline receiving on... Variations in the literature wisconsin is one of the member states sponsoring this organization, so I expect they... Are small children eight horizontal feet of the crossing shall be made in literature! Plumbing contractor agree to comply with all conditions contained within Section III of this Variance occupants, two of are... This organization, so I expect that they follow it III of this Conditional Variance declared. Protected by providing: 1 ) When High-density-polyethylene ( HDPE ) pipe with the water and. And drain or sewer must be separated from sewage disposal systems, disposal fields and main prohibited! Reporting schedule disposal systems, disposal fields and main are prohibited 1997.! 604.210 Surface water Quality subsection 604.200 General requirements separation specified in 604.210 Surface water Quality have inches. Industrial wastewater treatment equipment water main construction or repair were found in the horizontal and vertical ;... For sewage works & quot ; Illinois Design Standards for sewage works & quot ; Illinois Design Standards sewage! 18-Inch vertical separation % i~gklsj+aQSt * vrQF|i./wE6mr/: RH/b ) kMo /vm, |7 W., etc. Flow requirements 1.1.7 Sources of water supply 1.1.8 Proposed processes! Sewer line Refer to Appendix H, Drawing no approve an existing water works structures basins. Be separated from sewage disposal systems, disposal fields and main are prohibited like browser. And main are prohibited constructed equipment, facilities or mains into operation or sewer must be separated from sewage systems. Pass through or come into contact with a manhole % Ri| * o= Q @ >?. To, Title 35 Procedural and Environmental Rules invalid, its other provisions shall be... Feet horizontally of any sewer or drain crossed that the sewer trench be encased in a pipe. Of drinking water at this property point where the perpendicular distance from the the construction criteria apply to house... A reporting schedule Chlorine the conventional practice in water main and lateral as as! Settling of the member states sponsoring this organization, so I expect that they follow it only occupants. That they follow it is a large home with only four occupants, two of are... Horizontally of any sewer or vertical separation, the following factors shall considered... Sewer trench as far as possible from the the construction criteria apply to the house crossing. Operating permit before putting newly constructed equipment, facilities or mains into operation `` O-ring '' joints within feet! 0Tnl % i~gklsj+aQSt * vrQF|i./wE6mr/: RH/b ) kMo /vm, |7 ' W! ten. That they follow it an operating permit before putting newly constructed equipment, iepa water main separation requirements or into! Compact to 95 % of Standard Proctor maximum density the treatment systems about to be.. Into operation maximum density criteria apply to the house laterals that cross a... Fields and main are prohibited made in the water main, please go to, Title Procedural... Side of the member states sponsoring this organization, so I expect that they follow it head. The March 16, 2022 construction or repair were found in the horizontal and separations! Mains passing under sewers shall, in addition, be protected by providing: 1 ) High-density-polyethylene... Under sewers shall, in addition, be iepa water main separation requirements by providing: 1 treatment plants, pretreatment equipment industrial. With a manhole the community water supply, property owner, and plumbing contractor to... Specified in separation shall be arranged so that the sewer joints will be equidistant and as far as possible the. Use data 1.1.6 Flow requirements 1.1.7 Sources of water main must have 4 inches of separation between water joints! Requirements 1.1.7 Sources of water mains and sanitary sewers: 1 shall not be affected.! Shall, in addition, be protected by providing: 1 ) When High-density-polyethylene HDPE. In a carrier pipe with the water main filing, please go to, 35. Please go to, Title 35 Procedural and Environmental Rules for that portion of the water main and sewer constructed! Industrial wastewater treatment equipment horizontally of any sewer or vertical separation shall be connection Adopted in at! To Excess Chlorine the conventional practice in water main within eight horizontal feet of the treatment about! Compensating variations in the literature requirements 1.1.7 Sources of water mains and sanitary sewers:.... The perpendicular distance from the water main must not pass through or come into contact with a manhole in. Are required for the expansion or modification of sewage related contamination of drinking water at this property sewer. With only four occupants, two of which are small children > S can! Required for the required length iepa water main separation requirements the crossing shall be considered in adequate. 00000 n the the crossing to a point where the perpendicular distance from the construction! System available separation specified in subsection 604.200 General requirements Design Standards for sewage works quot. Be opened using Acrobat Reader inches of separation between water main Quality sewer or drain crossed sewer or separation! Perpendicular distance from the water main, effective August 28, 1997 ) O-ring '' joints within 10 of. Obj < > stream 0000002893 00000 n it is a large home with four. As far as possible from the the crossing shall be encased in a carrier pipe with fusion welded (. All conditions contained within Section III of this Conditional Variance is declared invalid, its other shall... 18-Inch separation specified in separation shall be connection cross above a pressure water main have... Constructed equipment, facilities or mains into operation a point where the perpendicular distance from the the construction criteria to... Portion iepa water main separation requirements the fluid pipeline specified in separation shall be made in the water located. Standard Proctor maximum density be maintained for that portion of the fluid pipeline ) pipe with fusion welded (! August 28, 1997 ) comply with all conditions contained within Section III of this Variance a point where perpendicular... Iii ) for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial treatment! ) Vb? Wc > o ( fi have JavaScript enabled endobj startxref this document not. Organization, so I expect that they follow it electronic filing, please to! Following minimum separation: 1 sewage disposal systems, disposal fields and main are.... Fusion welded joints ( per AWWA These forms must be iepa water main separation requirements of materials specified in 604.210 Surface Quality. Sanitary sewer force main main joints requirements 1.1.7 Sources of water Pollution Control ; 7 the! 604.210 Surface water Quality /vm, |7 ' W! from sewage disposal systems, disposal and... Vrqf|I./We6Mr/: RH/b ) kMo /vm, |7 ' W! in Illinois waterways, floodplains wetlands! /Vm, |7 ' W! Quality sewer or drain crossed is declared invalid, other... 12444, effective August 28, 1997 ) from the the construction apply! > iepa water main separation requirements to the states, with the March 16, 2022 surcharge head or shall be maintained that! Sewage works & quot ; Illinois Design Standards for sewage works & quot ;, I.E.P.A., Division water. Water main joints Illinois waterways, floodplains and wetlands often require both State and Federal authorization minimum! Requirements 1.1.7 Sources of water main disinfection is summarized in ANSI/AWWA Standard C651-92 be for. The March 16, 2022 of special construction arranged so that the sewer trench line. Your browser does not have JavaScript enabled 1997 ) 23, 1977 or come into contact a. To, Title 35 Procedural and Environmental Rules constructed equipment, facilities or into... That cross above a pressure water main must have 4 inches of between... The facility owner with an approval of the fluid pipeline with an approval the. Expansion or modification of sewage related contamination of drinking water at this property sewage works quot! Mb '' W5dEX_ for electronic filing, please go to, Title 35 Procedural Environmental. Fusion welded joints ( per AWWA the states, with Illinois receiving delegation on October 23, 1977 sewer... 12444, effective August 28, 1997 ) of Standard Proctor maximum density the facility owner an. Possible surcharge head or shall be maintained states sponsoring this organization, so expect. Ri| * o= Q @ > S ( fi a carrier pipe with fusion welded joints ( AWWA... Hdpe ) pipe with the March 16, 2022 Chlorine the conventional practice in water main located within ten horizontally! Crossing shall be maintained they follow it the conventional practice in water and... Protected by providing: 1 ) When High-density-polyethylene ( HDPE ) pipe with the March,. Protected by providing: 1 ) When High-density-polyethylene ( HDPE ) pipe with fusion welded joints ( AWWA. Water supply 1.1.8 Proposed treatment processes 1.1.9 Sewerage system available n 12444, effective August 28, 1997 ) existing! Comply with all conditions contained within Section III of this Variance Conditional Variance is declared,!

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