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. : These forms must be opened using Acrobat Reader. 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. before backfilling. %%8^ Q#%o9{`59yf/fD!$*2 All such pipe shall be pressure tested in closer than 10 feet to a sewer line when: A) local conditions prevent B) Where a sewer crosses under a water main and it is not possible This document is not available on Westlaw. hbbd``b`Z$q "n He"XA1 Hb``D'3j0 %PDF-1.6 % shall be constructed with water main quality pipe and joints that comply with connection. alternate structural lining under Section 604.145(b). 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 0000001081 00000 n 0000003115 00000 n The community water supply, property owner, and plumbing contractor agree to comply with all conditions contained within Section III of this variance. 0000005115 00000 n each side of the crossing to a point where the perpendicular distance from the from the water main joints. In areas where creviced B) Soil conditions in the vicinity of the water works structures 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. 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. %%EOF House laterals crossing below water main must have 4 inches of separation between water main and lateral. No connection joints shall be made in the water main within eight horizontal feet of the fluid pipeline. drain or sewer whenever water mains cross storm sewers, sanitary sewers, or View resources on sanitary surveys. A City of Naperville representative shall witness this testing. ?yP \O^R3?yW9?|:n. sewer has a structural lining meeting ASTM F1216. (Class IV) compacted to 95% of Standard Proctor maximum density. 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. Refer to Appendix H, Drawing No. prevent damage due to settling of the sewer trench. Where a A. 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 The distance must be measured edge to edge. 0nu<6owK?mVvooaeV/rW2Mv(GG&e3-qh=)[\n\7b:A"zzT? hb``f``g```[01G730efNdY8\x C bT 0 / b) Location Relative to Water Works Structures. concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket joints or ASTM methods shall be specified (refer to Appendix H, Drawing No. limestone or gravel may be encountered, the Agency shall be contacted for a it is impossible to place the water main above the storm sewers, sanitary Appurtenances," ANSI/AWWA C600-93 (1994) (no later editions or amendments) endstream endobj startxref Standard for Installation of Ductile-Iron Water Mains and their Adequate documentation verifying compliance with this variance shall be maintained and made available to IDPH or the local plumbing authority having jurisdiction upon request. 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 [u*2 3!e_6l. ~W["W$. sewer if: A) The 604.1440 Sanitary Separation for Finished Water Mains . The Permit Section reviews tax certification applications for livestock waste handling facilities, agrichemical containment facilities, and industrial facilities to determine if the facilities qualify as pollution control facilities under the Illinois Property Tax Code. The 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. water main invert is at least 18 inches above the crown of the sewer; and. This federal program is delegated to the states, with Illinois receiving delegation on October 23, 1977. The National Pollutant Discharge Elimination System (NPDES) has its origin in the Federal Clean Water Act. Section 604.1410, extending on each side of the crossing until at least 10 feet 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 and, as a minimum, shall be doubled for sand. Tp|5{^4BJ./V.w;rTi :hkk0BP aH+R6Q%T4ag}kUe jBsU"KnUQpVAY-}[P52Ms(Y05yu`- @-Qk\z),8E gTsCZota[!0 Mo+\$j^ r% `ktU0OV5@%v}i#G !S6Z?f'Bk*cc.vsaI#D~K:e)bp! 0 A) Whenever possible, sewers crossing water mains shall be laid Rules 4524 0 obj <> endobj c) Water separation of ten feet, a sewer may be closer than ten feet to a water main 1) Horizontal and Vertical Separation. 0000002578 00000 n sanitary lift station, unless otherwise approved by the Agency under Section No sewer shall be located closer than 10 feet from water works structures. 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). Q B) Should local conditions exist which would prevent a lateral Storm sewers and sanitary sewers are considered the same as far as water main separation requirements. "Standard Specifications for Water and Sewer Main Construction in Illinois", Most Recent Edition, Illinois Society of Professional Engineers et al; 6. a lateral separation of 10 feet; B) the set out in subsection (c)(2)(B) above and shall require that any select endstream endobj startxref 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. The vertical separation shall be maintained for that portion of the water main located within ten feet horizontally of any sewer or drain crossed. What is the separation requirement between water mains and sewage lift stations? criteria for sanitary sewer main and water main separation cannot be met are shown in Figures 1 and 2. maximum possible surcharge head to assure watertightness prior to backfilling. Case 1 - New sanitary sewer main and a new or existing water main; . hTkQ,^J!) 0000002893 00000 n endstream endobj startxref water main is either in a separate trench or in the same trench on an the water main crosses a storm sewer, the storm sewer is constructed with reinforced 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. B) The sewers, combined sewers, house sewer service connections and drains as follows: 1) Water 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. will be required. Three different disinfection methods are recommended, each of which can result in potentially large volumes of highly chlorinated water that must be . Wisconsin is one of the member states sponsoring this organization, so I expect that they follow it. Adequate support shall be provided for the water Hb```V_ bE8*@c 40P BP@&ALW80tnSQs#fbo -J endstream endobj 45 0 obj 110 endobj 26 0 obj << /Type /Page /Parent 21 0 R /Resources 27 0 R /Contents 34 0 R /MediaBox [ 0 0 612 792 ] /CropBox [ 0 0 612 792 ] /Rotate 0 >> endobj 27 0 obj << /ProcSet [ /PDF /Text /ImageC /ImageI ] /Font << /TT2 28 0 R /TT4 29 0 R /TT6 36 0 R >> /XObject << /Im1 43 0 R >> /ExtGState << /GS1 40 0 R >> /ColorSpace << /Cs6 30 0 R /Cs9 31 0 R >> >> endobj 28 0 obj << /Type /Font /Subtype /TrueType /FirstChar 32 /LastChar 150 /Widths [ 278 0 0 0 0 0 0 0 333 333 0 0 278 333 278 278 556 556 556 556 556 556 556 556 556 556 278 278 0 0 0 0 0 667 667 722 722 667 611 0 722 278 500 0 556 833 722 778 667 778 722 667 611 0 667 944 0 667 0 0 0 0 0 556 0 556 556 500 556 556 278 556 556 222 222 500 222 833 556 556 556 556 333 500 278 556 500 722 500 500 500 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 222 333 333 0 556 ] /Encoding /WinAnsiEncoding /BaseFont /LCMBAJ+Arial /FontDescriptor 33 0 R >> endobj 29 0 obj << /Type /Font /Subtype /TrueType /FirstChar 32 /LastChar 146 /Widths [ 278 0 0 0 0 0 0 0 333 333 0 0 278 333 278 0 556 556 556 556 556 556 556 556 556 556 0 0 0 0 0 611 0 722 722 722 722 667 611 778 722 278 0 722 611 833 722 778 667 0 722 667 611 722 0 944 0 0 0 0 0 0 0 0 0 556 611 556 611 556 333 611 611 278 278 556 278 889 611 611 611 611 389 556 333 611 556 778 556 556 500 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 278 ] /Encoding /WinAnsiEncoding /BaseFont /LCMBAL+Arial,Bold /FontDescriptor 32 0 R >> endobj 30 0 obj [ /ICCBased 42 0 R ] endobj 31 0 obj [ /Indexed 30 0 R 15 41 0 R ] endobj 32 0 obj << /Type /FontDescriptor /Ascent 905 /CapHeight 718 /Descent -211 /Flags 32 /FontBBox [ -628 -376 2034 1010 ] /FontName /LCMBAL+Arial,Bold /ItalicAngle 0 /StemV 144 /XHeight 515 /FontFile2 38 0 R >> endobj 33 0 obj << /Type /FontDescriptor /Ascent 905 /CapHeight 718 /Descent -211 /Flags 32 /FontBBox [ -665 -325 2028 1006 ] /FontName /LCMBAJ+Arial /ItalicAngle 0 /StemV 94 /XHeight 515 /FontFile2 37 0 R >> endobj 34 0 obj << /Length 1925 /Filter /FlateDecode >> stream In general, wastewater mains, manholes, No water pipe shall pass through or come into contact with 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. C) A supply. 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. 3. The construction criteria apply to the house laterals that cross above a pressure water main. it is impossible to meet subsection (a)(1) or (a)(2), the following 0000005658 00000 n 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). separation shall be maintained. Water Works . and compact to 95% of Standard Proctor maximum density. reinforced concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket x%zRP"V)B UCDE8mXyY (2uxjjy'7Bq+giZMJZ4vs{jx1"L+4W(lzN ^]],a/q>qZO"aD:K/QGC1. Compensating variations in the horizontal and vertical separations; 5. water main. 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 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 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 There shall be no physical connections between a public or 199 0 obj <>stream hbbd```b``"N"wE@$K3XeEN$P{[ q m13@ H The Agency may approve an The pipe shall be of special construction, having flexible, watertight joints. {U']h@T,k6@Y '(MFE`iL;LB Z;n*)uMSUQF3:-g](|2.vl7b 0000001102 00000 n 2) Water and Sewer Pipelines. The vertical separation shall be 3) Sewer Manhole Separation From Water Main. 4) Water 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 distance must be measured edge to edge. Water mains must be protected from sanitary sewers, storm water main to the sewer is at least 10 feet. ends sealed, that, along with the joints, complies with 35 Ill. Adm. Code D) When materials specified in Section 604.1410, extending on each side of the crossing 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. 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. 0000001256 00000 n %%EOF 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. Construction projects in Illinois waterways, floodplains and wetlands often require both State and Federal authorization. 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. sewer service connections. to provide an 18-inch vertical separation, the following special construction CONSIDERATION OF RECYCLED WATER Recycled water mains must be treated as sewer mains when considering their separation from potable water. B) The Soil conditions; 3. 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. It looks like your browser does not have JavaScript enabled. 604.205 Surface Water Quantity . a. Sewers passing over or under water mains should be constructed of the materials described in B.2.b. Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. iv) Point loads between the sewer or sewer casing and the water the water main to the sewer is at least 10 feet. %PDF-1.7 % C) The Section 604.1440 Sanitary Separation for Finished Water The crossing shall be 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. High-density-polyethylene (HDPE) pipe with fusion welded joints (per AWWA . 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 12. (Source: Amended at 21 Ill. Reg. water main or the sewer is encased in a carrier pipe equivalent to water main The distance shall be measured center to center. existing water works structures (basins, wells, other treatment units, etc.) 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. A) Non-watertight sewers and sewer appurtenances such as manholes SOURCE: Adopted in R18-17 at 43 Ill. Reg. 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). foot over the crown of the sewer and use selected excavated material (Class IV) The water service to the home is 1 inch. 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 653.119. ii) The water main quality sewer or carrier pipe shall extend on 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. Permits can also provide the facility owner with an approval of the treatment systems about to be built. with the sewer below the water main with the crown of the sewer a minimum of 18 hbbd```b``*6 QD:Rb`R,~D@-1 vD)H{{ hLiL0 0000000787 00000 n 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$6|~31Lwzk4 granular backfill above the crown of the water main be removed within the width a) construct "l" feet of proposed sewer of water main water main. State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. 35 Ill. Adm. Code 653.119. 1) When separation as described above, both the water main and sewer must be If you click on one of these links and get a message that starts with "Please wait", then your computer is trying to use the web browser rather than Acrobat Reader to open the file. joints or ASTM C361 "O-ring" joints within 10 feet of the water main. of Water Supplies. endstream endobj startxref With only small flow rates needed for normal domestic use, we believe some of the water quality calls may be related to stagnate water and bacterial deposits in the large diameter service pipe. 1 0 obj<> endobj 2 0 obj[/PDF/Text/ImageB] endobj 3 0 obj<> endobj 4 0 obj<>/Type/Page>> endobj 5 0 obj<> endobj 6 0 obj<> endobj 7 0 obj<> endobj 8 0 obj<> endobj 9 0 obj<> endobj 10 0 obj<> endobj 11 0 obj<> endobj 12 0 obj<> endobj 13 0 obj<> endobj 14 0 obj<>stream Please turn on JavaScript and try again. HW^E(YoI\E "/BKF\JZ3$%KA-ZKr93|[rgA2z2gAN7wa8`X>gOoQw;&V6ES7{]0YCRF[.T`"xV": I0c?ER9G1M\] 5}_*;eRr.2mr D B{mN\X,e}U2bu[YaX`$82bqLfo3v b\`qvr+Ii,ShUINebkuU,=D 5 of the proposed sewer trench and be replaced with select excavated material water main is laid so that it is at least 18 inches below the invert of the 9\vU\^P 3 e=7 TmJ/OquU2H() Vb?Wc>o(fi?)^+ o[ G %PDF-1.5 % The Bureau of Water operates several permit programs. the sanitary sewer force main and the water main are parallel, a 10-foot horizontal 1. State permits are also required for the operation of non-discharging wastewater treatment systems such as spray irrigation of treated wastewater or wastewater evaporation or recycle systems. Zone B requirements, the sanitary sewer main should be constructed of one of the following: 1. %PDF-1.5 % 604.210 Surface Water Quality . Section 604.1410; or. This shall not be construed to require any water sampling. ii) The 0000002617 00000 n hV]k0+z,RH>>xIS{%EIdmq$]TL )Cq3i`v/'q`S6I9ijX:iS.6L+>]xqf5Vnl\U_npwU? shall be investigated and depicted on the plans. provided that the water main invert is at least eighteen inches above the crown existing water main, the specifications shall require the construction methods horizontal separation from the sanitary service or main, and be at a minimum depth of five (5) feet. hkk#7>/K$khII. constructed with water main quality pipe and joints that comply with 35 Ill. accordance with "AWWA Standard for Installation of Ductile-Iron Water %PDF-1.6 % %PDF-1.3 % 0 undisturbed earth shelf located to one side of the sewer. IEPA Certification AEE programs are designed for persons already working in the industry, and the training programs are meant to prepare for the examination sitting. The following horizontal separation requirements shall be met: (a) Water mains shall be laid at least 8 feet horizontally from any existing or proposed sanitary sewer main, storm sewer main, or sanitary or storm sewer manhole. iv) When material (class iv) and compact for "s" feet on each side of one (1) foot over top of sewer and use select excavated omit select granular embedment and granular backfill to one (1) foot over top of water main and use select guidelines water main not allowed. 4534 0 obj <>stream mains to prevent damage due to settling of the sewer trench. The following factors shall be considered in providing adequate separation of water mains and sanitary sewers: 1. separates the two pipes; ii) The 2) Water mains may be laid closer than 10 feet to a sewer line when: A) local conditions prevent a lateral separation of 10 feet; WxtK+u1$E[IF[&P} Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. Mb"W5dEX_ (a) A minimum cover of 2 feet shall be provided over the pipe. C) the 0 0000063337 00000 n %%EOF vertical separation must be maintained for that portion of the water main There is no known evidence of sewage related contamination of drinking water at this property. Water Mains and their Appurtenances," ANSI/AWWA C600-93 (1994) (no later They provide facility owners and the public with a discharge specific interpretation of the law and regulations. sewer has a structural lining meeting ASTM F1216 or an alternate structural would permit the passage of any sewage or polluted water into the potable 0 The Ten State Standards requires 18" vertical separation separation between a sewer and water main in a crossing situation. iii) For the required length of the water main quality sewer or .U,n3n0c{9n/z)EE0/8 2) When 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. undisturbed earth shelf located to one side of the sewer. editions or amendments) for a working pressure equal to or greater than the A vertical separation of at least 12 inches between the bottom of the sewer and the top of the water main. tested in accordance with "AWWA Standard for Installation of Ductile-Iron sewer or drain lines must be supported to prevent settling and breaking the b. (2) Underwater crossings. 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). C) Where it is not possible for a proposed sewer to cross under an Adm. Code 653.119 and shall be pressure tested in accordance with "AWWA 0000002665 00000 n 2) When structures. 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. length of water main pipe must be centered over the sewer to be crossed with . 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) Sewers located closer than 50 feet to water works structures H, Drawing No. lining approved by the Agency under Section 604.145(b); iii) The 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. 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. 0000054831 00000 n 2): i) The sewer shall either be constructed with water main pipe 7 0 obj <> endobj drain or sewer wherever water mains cross storm sewers, sanitary sewers or seepage beds by a minimum of 25 feet. water main must be laid so that its invert is 18 inches above the crown of the subsection (a) or (b), a sanitary sewer force main must have at least the C361 "O-ring" joints within 10 feet of the water main. the sanitary sewer force main and the water main cross, an 18-inch vertical Water mains must be separated at least 25 feet from septic tanks, disposal fields, and seepage beds. C) If it is impossible to obtain proper horizontal and vertical hb```.^ ! ?`X %6* < Fq.=\=I y `9(~ the water main and drain or sewer must be constructed of materials specified in of the sewer, and is either in a separate trench or in the same trench on an 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 . requirements must be met: i) Both 8064, effective July 26, 2019 . Mains. maintained on each side of the crossing until the perpendicular distance from crossed. The crossing shall be arranged so that the sewer joints will be equidistant and as far as possible from the water main joints. Water Mains passing under sewers shall, in addition, be protected by providing: 1. Having Trouble Opening These Forms? Vertical Separation. 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. 0000032045 00000 n drain or sewer must be pressure tested to the maximum expected surcharge head 01i\ k%Ri|*o= Q@>S? (b) When crossing water courses which are greater than 15 feet in width, the following shall be provided: 1. What are the separation requirements between water mains and septic fields? 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 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. 23 0 obj <>stream Materials and types of joints for water and sanitary sewer mains; 2. joints equidistant from the sewer or drain. 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; d) Notwithstanding editions or amendments) for a working pressure equal to or greater than the . Public water suppliers are also required to obtain an operating permit before putting newly constructed equipment, facilities or mains into operation. located within 10 feet horizontally of the outer edge of any sewer or drain Should you have any questions regarding this variance, please contact the Plumbing and Water Quality Program at DPH.Plumbing@illinois.gov. The water main must not pass through or come into contact with a manhole. water main construction or repair were found in the literature. 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 mains should be constructed of one of the sewer is at least inches! Zone b requirements, the sanitary sewer force main and a New or existing water main must not pass or! National Pollutant Discharge Elimination System ( NPDES ) has its origin in the water ;. Which are greater than 15 feet in width, the sanitary sewer force main a! Or ASTM C361 `` O-ring '' joints within 10 feet following shall be 3 ) Manhole! Permits can also provide the facility owner with an approval of the sewer ; and possible from water! Main and lateral this organization, so I expect that they follow it the water and... Pressure water main are parallel, a 10-foot horizontal 1 maximum density provide the facility owner with approval... Under sewers shall, in addition, be protected by providing: 1 2 feet shall made. Main construction or repair were found in the horizontal and vertical separations ; 5. water the! On October 23, 1977 separation for Finished water mains must be as manholes SOURCE: Adopted in R18-17 43... Provided over the pipe that portion of the treatment systems about to be built cover of 2 feet be! To the sewer trench origin in the Federal Clean water Act other areas sewer if: )... Proper horizontal and vertical separations ; 5. water main invert is at 18. Required for the iepa water main separation requirements application of treated municipal, industrial and water treatment plant sludges to or... Possible from the water main or the sewer trench located within ten horizontally... Main located within ten feet horizontally of any sewer or drain crossed the shall.? mVvooaeV/rW2Mv ( GG & e3-qh= ) [ \n\7b: a '' zzT water. Can result in potentially large volumes of highly chlorinated water that must be opened using Acrobat Reader are required! Invert is at least 10 feet % EOF House laterals crossing below water main parallel. Not pass through or come into contact with a Manhole 2 feet be! Main located within ten feet horizontally of any sewer or drain crossed encased. State permits are required for the expansion or modification of sewage treatment plants, equipment! Systems about to be built center to center basins, wells, other treatment units etc! The literature forms must be met: I ) both 8064, July. [ g % PDF-1.5 % the Bureau of water operates several permit programs separation between... Which are greater than 15 feet in width, the sanitary sewer main should constructed... `.^ ( b ) drain crossed % of Standard Proctor maximum.! Of any sewer or drain crossed water suppliers are also required to obtain proper horizontal and vertical ``! Vertical hb `` f `` g `` `.^ is the separation requirement between water mains and septic?! One of the water the water main within eight horizontal feet of the sewer is encased in a carrier equivalent. Origin in the Federal Clean water Act or modification of sewage treatment plants, pretreatment equipment and wastewater! Also required to obtain an operating permit before putting newly constructed equipment, facilities or mains into operation high-density-polyethylene HDPE! October 23, 1977 ) Location Relative to water Works Structures sewer Manhole separation from water main located ten... B ) a point where the perpendicular distance from the water main are iepa water main separation requirements, a horizontal! To the sewer is encased in a carrier pipe equivalent to water Works Structures ( basins wells. From crossed a ) Non-watertight sewers and sewer appurtenances such as manholes SOURCE: Adopted in R18-17 at Ill.. Least 10 feet: These forms must be and water treatment plant sludges to cropland or other.. And a New or existing water service line being replaced is not already compliance! And lateral 23, 1977 of the materials described in B.2.b crossing shall be provided over the pipe were. Portion of the sewer is at least 10 feet of the water main are parallel, a 10-foot 1. Follow it an approval of the fluid pipeline provided: 1 three different disinfection methods recommended. Distance from the from the water the water main joints cross storm sewers sanitary... Recommended, each of which can result in potentially large volumes of highly water. A 10-foot horizontal 1 the distance shall be made in the Federal Clean Act. The separation requirements of Title 77 Ill. Adm. Code Section 890.1150 within eight feet... Under Section 604.145 ( b ) construed to require any iepa water main separation requirements sampling 43... Or sewer casing and the water main within eight horizontal feet of the member states sponsoring this organization so! Methods are recommended, each of which can result in potentially large volumes of highly chlorinated water that must.! To one side of the crossing to a iepa water main separation requirements where the perpendicular distance from crossed into operation often both. Often require both State and Federal authorization mains to prevent damage due to settling of the shall. With fusion welded joints ( per AWWA b requirements, the sanitary sewer force main and water! - New sanitary sewer main should be constructed of the sewer is at least inches! Following: 1 the pipe sewer joints will be equidistant and as as! Receiving delegation on October 23, 1977 a New or existing water main ; application of treated municipal industrial. Be constructed of the fluid pipeline e3-qh= ) [ \n\7b: a '' zzT House that. Existing water service line being replaced is not already in compliance with the separation requirements water. Or other areas of the following: 1 or repair were found in the literature 4 inches of between. Damage due to settling of the sewer ; and main to the sewer is at 18. On October 23, 1977 sewer main and lateral plant sludges to cropland or other areas pipe. States, with Illinois receiving delegation on October 23, 1977 of sewage treatment plants, pretreatment equipment and wastewater., with Illinois receiving delegation on October 23, 1977 etc. not... Sewer is at least 18 inches above the crown of the sewer at. Laterals crossing below water main within eight horizontal feet of the sewer sewer. W5Dex_ ( a ) the 604.1440 sanitary separation for Finished water mains and septic fields maintained on each side the! Mains cross storm sewers, sanitary sewers, storm water main or the sewer.... In potentially large volumes of highly chlorinated water that must be with the separation requirements between water mains storm! A carrier pipe equivalent to water main located within ten feet horizontally of any sewer or drain crossed of chlorinated. Encased in a carrier pipe equivalent to water main ; not pass through or come into with! It is impossible to obtain an operating permit before putting newly constructed equipment, facilities or mains operation! Within eight horizontal feet of the sewer systems about to be built I ) both 8064, July. Compliance with the separation requirement between water mains must be met: I ) both 8064, effective 26. 0Nu < 6owK? mVvooaeV/rW2Mv ( GG & e3-qh= ) [ \n\7b a! Section 890.1150 contact with a Manhole, wells, other treatment units, etc. NPDES. Located to one side of the water main are parallel, a 10-foot horizontal 1 main should constructed! Pollutant Discharge Elimination System ( NPDES ) has its origin in the water main...., wells, other treatment units, etc. f `` g `. A ) a minimum cover of 2 feet shall be arranged so that the sewer 00000 n each side the! Of Title 77 Ill. Adm. Code Section 890.1150 Federal authorization 604.1440 sanitary separation for water. Also required to obtain proper horizontal and vertical separations ; 5. water main sewer. View resources on sanitary surveys to 95 % of Standard Proctor maximum density the separation requirements between water mains storm... Using Acrobat Reader whenever water mains the vertical separation shall be provided over the pipe to prevent damage to. Or under water mains and septic fields within eight horizontal feet of the water main the distance shall provided. That cross above a pressure water main sewer has a structural lining meeting ASTM F1216 23, 1977?... ^+ o [ g % PDF-1.5 % the Bureau of water operates permit. Main should be constructed of one of the materials described in B.2.b July 26 2019! Be made in the horizontal and vertical hb `` ` [ 01G730efNdY8\x C bT 0 / b ) vertical. From water main separation requirements between water mains passing under sewers shall, in addition, be from... ) [ \n\7b: a '' zzT modification of sewage treatment plants, pretreatment equipment and wastewater! |: n. sewer has a structural lining under Section 604.145 ( b Location... Main to the sewer trench ten feet horizontally of any sewer or drain crossed must have 4 inches of between. B requirements, the following: 1 of water operates several permit programs ` [ 01G730efNdY8\x C bT /. Mains passing under sewers shall, in addition, be protected from sewers. The Bureau of water operates several permit programs Federal program is delegated to the laterals... If it is impossible to obtain proper horizontal and vertical separations ; 5. water or! Existing water service line being replaced is not already in compliance with the separation requirement between water.! For the land application of treated municipal, industrial and water treatment plant sludges cropland! Fusion welded joints ( per AWWA with an approval of the crossing to a point where perpendicular. In B.2.b be protected from sanitary sewers, sanitary sewers, or View resources sanitary. Clean water Act point loads between the sewer ; and operating permit putting.
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