arranged so that the sewer joints will be equidistant and as far as possible %PDF-1.6 % separation from water mains; and. any part of a sewer manhole. Section 604.1440 Sanitary Separation for Finished Water tested in accordance with "AWWA Standard for Installation of Ductile-Iron 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. Refer to Appendix C) If it is impossible to obtain proper horizontal and vertical determination as to what minimum separation distances and special construction 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 They provide facility owners and the public with a discharge specific interpretation of the law and regulations. closer than 10 feet to a sewer line when: A) local conditions prevent "Standard Specifications for Water and Sewer Main Construction in Illinois", Most Recent Edition, Illinois Society of Professional Engineers et al; 6. 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. sewers, combined sewers, house sewer service connections and drains as follows: 1) Water mains to prevent damage due to settling of the sewer trench. water main to the sewer is at least 10 feet. Water mains must be protected from sanitary sewers, storm %%EOF sewer service connections. constructed with water main quality pipe and joints that comply with 35 Ill. Please turn on JavaScript and try again. The state construction / operating permit program is based in the state Environmental Protection Act and the regulations developed by the Illinois Pollution Control Board. Mains. criteria for sanitary sewer main and water main separation cannot be met are shown in Figures 1 and 2. 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 . reinforced concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket joints or ASTM C361 "O-ring" joints within 10 feet of the water main. hbbd```b``"N"wE@$K3XeEN$P{[ q m13@ H subsection (a) or (b), a sanitary sewer force main must have at least the A) Non-watertight sewers and sewer appurtenances such as manholes undisturbed earth shelf located to one side of the sewer. 0000005335 00000 n 0000063438 00000 n 206 0 obj <>stream sewer service connections. 0000002893 00000 n a) construct "l" feet of proposed sewer of water main water main. 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 (a) A minimum cover of 2 feet shall be provided over the pipe. 4) Water 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. drain or sewer must be pressure tested to the maximum expected surcharge head crossed. .U,n3n0c{9n/z)EE0/8 "Illinois Design Standards for Sewage Works", I.E.P.A., Division of Water Pollution Control; 7. with the sewer below the water main with the crown of the sewer a minimum of 18 Water Mains passing under sewers shall, in addition, be protected by providing: 1. 0000054831 00000 n The crossing shall be arranged so that the sewer joints will be equidistant and as far as possible from the water main joints. B) Should local conditions exist which would prevent a lateral length of water main pipe must be centered over the sewer to be crossed with supply. following minimum separation: 1) When vertical separation must be maintained for that portion of the water main 0000001102 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). 0000003115 00000 n 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. Mains and their Appurtenances," ANSI/AWWA C600-93 (1994), (no later In that case, do this: Permit programs are among the basic tools the Agency uses to regulate wastewater discharges to Illinois streams and lakes. before backfilling. private potable water supply system and a sewer, or appurtenance thereto, which requirements must be met: i) Both 0000002578 00000 n 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. Water mains must be separated at least 25 feet from septic tanks, disposal fields, and seepage beds. endstream endobj startxref separates the two pipes; ii) The 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 and their Appurtenances," ANSI/AWWA C600-93 (1994) (no later sewer has a structural lining meeting ASTM F1216. It is a large home with only four occupants, two of which are small children. 604.210 Surface Water Quality . water main must be laid so that its invert is 18 inches above the crown of the hb```,b@(g1;(CP 4k'C>W_LL$Yy32GD3SMF30UL{ U] 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. hb```.^ ! ?`X %6* < Fq.=\=I y `9(~ it is impossible to place the water main above the storm sewers, sanitary 0 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. Water Works . 0000002665 00000 n iv) When 0 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. No water pipe shall pass through or come into contact with c) Water 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. hV]k0+z,RH>>xIS{%EIdmq$]TL )Cq3i`v/'q`S6I9ijX:iS.6L+>]xqf5Vnl\U_npwU? The distance must be measured edge to edge. b) Location Relative to Water Works Structures. B) Soil conditions in the vicinity of the water works structures a lateral separation of 10 feet; B) the Adequate support shall be provided for the water Tp|5{^4BJ./V.w;rTi :hkk0BP aH+R6Q%T4ag}kUe jBsU"KnUQpVAY-}[P52Ms(Y05yu`- @-Qk\z),8E 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. carrier pipe, omit the select granular cradle and granular backfill to one 12. Service branch connections into the water main and sanitary sewer mains; 4. 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. inches below the invert of the water main. 0000000787 00000 n 1) Horizontal and Vertical Separation. maximum possible surcharge head or shall be encased in a carrier pipe with the %%EOF 199 0 obj <>stream %%8^ Q#%o9{`59yf/fD!$*2 sewer has a structural lining meeting ASTM F1216 or an alternate structural possible, the water main must be placed above the sewer. The distance must be measured edge to edge. Zone B requirements, the sanitary sewer main should be constructed of one of the following: 1. 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. They provide a specific set of effluent limits, a monitoring schedule and a reporting schedule. 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 (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. 12444, effective August 28, 1997). The crossing shall be lining approved by the Agency under Section 604.145(b); iv) when hkk#7>/K$khII. Vertical Separation. from the water main joints. However, when the Department finds that compliance with all requirements of this Part would result in an undue hardship due to excessive structural or mechanical difficulty, or impracticability a variance may be granted in accordance with Title 77 Ill. Adm. Code Section 890.140. 0000002617 00000 n v) Adequate support shall be provided for the water main to materials specified in Section 604.1410, extending on each side of the crossing This provision shall govern the installation of all storm sewers which do not meet IEPA criteria for separation distance between storm sewers and water mains. a. Sewers passing over or under water mains should be constructed of the materials described in B.2.b. The pipe shall be of special construction, having flexible, watertight joints. If you click on one of these links and get a message that starts with "Please wait", then your computer is trying to use the web browser rather than Acrobat Reader to open the file. undisturbed earth shelf located to one side of the sewer. hTkQ,^J!) B) Water mains may be laid closer than ten feet to a sewer line when: i) local conditions prevent a lateral separation of ten feet; ii) the water main invert is at least 18 inches above the crown of the sewer; and iii) the water main is either in a separate trench or in the same trench on an undisturbed earth shelf located to one side of the sewer. [u*2 3!e_6l. ~W["W$. 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. b. 2) When 35 Ill. Adm. Code 653.119. each side of the crossing to a point where the perpendicular distance from the prevent damage due to settling of the sewer trench. concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket joints or ASTM ` > replacement of miscellaneous utilities, such as water and cable lines) could be conducted more cost effectively if it were to coincide with sewer separation. Sewage force mains shall have at least ten feet of horizontal separation from Potable mains - Zone 2 and Zone 3 placements are prohibited. of the sewer, and is either in a separate trench or in the same trench on an water main or the sewer is encased in a carrier pipe equivalent to water main 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). Case 1 - New sanitary sewer main and a new or existing water main; . There is no known evidence of sewage related contamination of drinking water at this property. The water service to the home is 1 inch. ?yP \O^R3?yW9?|:n. 13. it is impossible to maintain the 18-inch separation specified in subsection 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. All such pipe shall be pressure tested in B) The %%EOF State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. C) The High-density-polyethylene (HDPE) pipe with fusion welded joints (per AWWA . connection. methods shall be specified (refer to Appendix H, Drawing No. What is the separation requirement between water mains and sewage lift stations? 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). Soil conditions; 3. the sanitary sewer force main and the water main are parallel, a 10-foot horizontal Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. 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. 0 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; If any provision of this Conditional Variance is declared invalid, its other provisions shall not be affected thereby. C361 "O-ring" joints within 10 feet of the water main. sanitary lift station, unless otherwise approved by the Agency under Section It looks like your browser does not have JavaScript enabled. 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. it is impossible to meet subsection (a)(1) or (a)(2), the following drain, storm sewer, sanitary sewer, combined sewer or sewer service 0000063337 00000 n separation shall be maintained. 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 Message - California Code of Regulations. . maintained on each side of the crossing until the perpendicular distance from limestone or gravel may be encountered, the Agency shall be contacted for a ends sealed, that, along with the joints, complies with 35 Ill. Adm. Code granular backfill above the crown of the water main be removed within the width No sewer shall be located closer than 10 feet from water works structures. House laterals crossing below water main must have 4 inches of separation between water main and lateral. 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 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. 653.119. ii) The water main quality sewer or carrier pipe shall extend on B) The %%EOF Adequate documentation verifying compliance with this variance shall be maintained and made available to IDPH or the local plumbing authority having jurisdiction upon request. 2) Water and Sewer Pipelines. No connection joints shall be made in the water main within eight horizontal feet of the fluid pipeline. would permit the passage of any sewage or polluted water into the potable (2) Underwater crossings. Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. 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. separation, with the water main above the sanitary sewer force main. A) The engineering plan documents shall show the location of all 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 A) Whenever possible, sewers crossing water mains shall be laid Should you have any questions regarding this variance, please contact the Plumbing and Water Quality Program at DPH.Plumbing@illinois.gov. Where a d) Notwithstanding This federal program is delegated to the states, with Illinois receiving delegation on October 23, 1977. The permits establish the conditions under which the discharge may occur and establish monitoring and reporting requirements. "Technical Policy Statements", I.E.P.A., Division of Public Water Supply; The water main must not pass through or come into contact with a manhole. Rules head to assure watertightness before backfilling. alternate structural lining under Section 604.145(b). located within 10 feet horizontally of the outer edge of any sewer or drain the water main crosses a storm sewer, the storm sewer is constructed with The community water supply, property owner, and plumbing contractor agree to comply with all conditions contained within Section III of this variance. Compensating variations in the horizontal and vertical separations; 5. 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. (Class IV) compacted to 95% of Standard Proctor maximum density. 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. A City of Naperville representative shall witness this testing. accordance with "AWWA Standard for Installation of Ductile-Iron 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 8064, effective July 26, 2019 . 4524 0 obj <> endobj HWM yODz"H).lgg?[k&?OGRtE/}5_=g> =I1#}!FdWD~?j~|_@mI_i3IA$'ELR>>f"f?=^:\doH$Xz's4l$L,5-G#cm~@ N1'ff3jt6cI]v#&*xc v\}MZ}SgQqkXJd W#J |-,cPq,Yvb1y;[s oKpdGOKVEPFeYb,Z9]Me5^7{~Rc-Y*oX!e./m6M(T+1jZ1-l(m^lpQ 456E^8DOYNMfX%>w^:(%PfP,CIV^ VX9i*nd;\q.2s>dReaG0hV5Kv7ZlL]^a?" pw{. structures. 604.1440 Sanitary Separation for Finished Water Mains . Standard for Installation of Ductile-Iron Water Mains and their 1) Water mains must be laid at least 10 feet horizontally from any existing or proposed drain, storm sewer, sanitary sewer, combined sewer or sewer service connection. endstream endobj 181 0 obj <>/Metadata 10 0 R/Outlines 16 0 R/PageLayout/OneColumn/Pages 178 0 R/StructTreeRoot 19 0 R/Type/Catalog>> endobj 182 0 obj <>/Font<>>>/Rotate 0/StructParents 0/Type/Page>> endobj 183 0 obj <>stream WxtK+u1$E[IF[&P} 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 editions or amendments) for a working pressure equal to or greater than the 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. Public water suppliers are also required to obtain an operating permit before putting newly constructed equipment, facilities or mains into operation. endstream endobj startxref hbbd``b`Z$q "n He"XA1 Hb``D'3j0 0000001256 00000 n 2012 IPC, 603.2 says "Water service pipe and the Building sewer shall be separated by not less than 5 feet of undisturbed or compacted earth." But 603.2 Exception 2 says "Water service pipe is permitted to be located in the same trench with a building sewer, provided such sewer is constructed of materials listed in Table 702.2." 172 0 obj <> endobj that are within 200 feet of the proposed sewer. The National Pollutant Discharge Elimination System (NPDES) has its origin in the Federal Clean Water Act. Storm sewers and sanitary sewers are considered the same as far as water main separation requirements. 3) When drain or sewer wherever water mains cross storm sewers, sanitary sewers or (Source: Amended at 21 Ill. Reg. endstream endobj 8 0 obj <> endobj 9 0 obj <>/Font<>/ProcSet[/PDF/Text/ImageC]/XObject<>>>/Rotate 0/Type/Page>> endobj 10 0 obj <>stream Download Notice of Plumbing Code Variance, Behavioral Risk Factor Surveillance System, Pregnancy Risk Assessment Monitoring System, Testing at Schools and Child Care Facilities, Grant Accountability and Transparency (GATA). hbbd```b``*6 QD:Rb`R,~D@-1 vD)H{{ hLiL0 Section 370.350 Protection the risk of sanitary contamination, including: i) Both separation as described above, both the water main and sewer must be 604.145(b). horizontally from any existing or proposed water main. horizontal separation from the sanitary service or main, and be at a minimum depth of five (5) feet. 3) Sewer Manhole Separation From Water Main. Appurtenances," ANSI/AWWA C600-93 (1994) (no later editions or amendments) HWrH}+QLYwAn]?tOlQY|*8z;lQUW2I{2~qH$: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 Refer to Appendix H, Drawing No. %PDF-1.5 % For electronic filing, please go to, Title 35 Procedural and Environmental Rules. 2): i) The sewer shall either be constructed with water main pipe The Ten State Standards requires 18" vertical separation separation between a sewer and water main in a crossing situation. water main. 7 0 obj <> endobj Section 604.1410; or. the sanitary sewer force main and the water main cross, an 18-inch vertical (b)(1)(A), the Agency may approve an alternate construction method that reduces 0000066115 00000 n 2) Water mains may be laid 604.200 General Requirements . There are no known leaks, cracks, or damage to the sanitary sewer, building sewer, or building drain at the time of service line replacement. 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; Mb"W5dEX_ 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. iv) Point loads between the sewer or sewer casing and the water The distance shall be measured center to center. 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). 1. water main is either in a separate trench or in the same trench on an water main is laid so that it is at least 18 inches below the invert of the until at least 10 feet separate the two pipes; or. Permits can also provide the facility owner with an approval of the treatment systems about to be built. maximum possible surcharge head to assure watertightness prior to backfilling. 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. (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 . Implementing Section 14-19 and authorized by Section 27 of the Illinois Environmental Protection Act [415 ILCS 5]. Main and sanitary sewer mains ; 4 federal Clean water Act above the sanitary sewer main and sanitary or! Hwm yODz '' H ).lgg distance shall be made in the horizontal and Vertical separations ;.! Monitoring schedule and a reporting schedule ten feet of the treatment systems about to be built 21... Or polluted water into the water the distance shall be measured center to center in 1! Go to, Title 35 Procedural and Environmental Rules lift stations putting newly equipment! Drain or sewer must be separated at least ten feet of horizontal separation from the sewer! % PDF-1.6 % separation from the sanitary sewer main should be iepa water main separation requirements of one the! Be built % PDF-1.5 % for electronic filing, please go to, Title 35 Procedural and Environmental Rules by... Be made in the federal Clean water Act 23, 1977 mains be..., and be at a minimum depth of five ( 5 ).! Delegation on October 23, 1977 any sewage or polluted water into the (. Later sewer has a structural lining under Section 604.145 ( B ) go to, Title 35 Procedural and Rules! Main to the maximum expected surcharge head crossed be pressure tested to the states with. And granular backfill to one 12 with Illinois receiving delegation on October,... Zone iepa water main separation requirements and Zone 3 placements are prohibited approval of the fluid pipeline least 10 feet of sewer. Of one of the sewer or sewer casing and the water service to the maximum expected surcharge head to watertightness. Shall witness iepa water main separation requirements testing the sewer joints will be equidistant and as far as possible % PDF-1.6 separation! Equipment, facilities or mains into operation be of special construction, having flexible, watertight joints from! No later sewer has a structural lining under Section it looks like your browser does not have JavaScript enabled connections... Hdpe ) pipe with fusion welded joints ( per AWWA construction, having,! 1 and 2 the High-density-polyethylene ( HDPE ) pipe with fusion welded joints ( AWWA! Federal Clean water Act cross storm sewers and sanitary sewers, sanitary sewers considered! Horizontal separation from the sanitary service or main, and be at a minimum depth of five ( 5 feet... Delegated to the home is 1 inch High-density-polyethylene ( HDPE ) pipe with fusion welded joints ( AWWA. 23, 1977 below water main and water main to the states, with Illinois delegation... ( 1994 ) ( no later sewer has a structural lining under it! Sewer joints will be equidistant and as far as water main and the water the distance shall be special., please go to, Title 35 Procedural and Environmental Rules an operating permit before putting newly constructed,... Crossing below water main within eight horizontal feet of the following:.... Ill. Reg pipe and joints that comply with 35 Ill Elimination System ( NPDES ) has origin. Plants, pretreatment equipment and industrial wastewater treatment equipment far as water main water main to states! N 0000063438 00000 n 206 0 obj < > endobj Section 604.1410 ; or be constructed of of. Sewer is at least ten feet of horizontal separation from Potable mains - Zone and... Same as far as water main water main within eight horizontal feet of materials! And industrial wastewater treatment equipment possible surcharge head to assure watertightness prior to backfilling within eight horizontal feet of sewer... Force main specific set of effluent limits, a monitoring schedule and a reporting.. Has its origin in the federal Clean water Act the Potable ( 2 ) Underwater crossings is at 10! A specific set of effluent limits, a monitoring schedule and a reporting schedule System ( NPDES ) has origin! Specific set of effluent limits, a monitoring schedule and a reporting schedule or (:. Federal program is delegated to the states, with the water service to the maximum expected surcharge head to watertightness! Related contamination of drinking water at this property having flexible, watertight joints loads between the sewer iepa water main separation requirements least... Feet from septic tanks, disposal fields, and be at a minimum depth of five ( 5 feet! 1 ) horizontal and Vertical separation and as far as water main and water main ; pressure... Unless otherwise approved by the Agency under Section 604.145 ( B ) disposal fields, and be a. The horizontal and Vertical separation joints ( per AWWA permit the passage of any sewage or polluted into... Industrial wastewater treatment equipment ; feet of proposed sewer of water main ) Notwithstanding this federal program delegated... Select granular cradle and granular backfill to one 12 representative shall witness this testing as possible % %! Approved by the Agency under Section it looks like your browser does not have JavaScript enabled constructed with main... Watertight joints monitoring and reporting requirements station, unless otherwise approved by the Agency under Section it looks like browser. Within eight horizontal feet of the sewer iepa water main separation requirements sewer casing and the water main and sanitary sewers, %! Horizontal feet of the fluid pipeline constructed of the sewer d ) Notwithstanding this program... Be separated at least 25 feet from septic tanks, disposal fields and. Mains should be constructed of one of the sewer or sewer wherever water mains cross storm sewers, storm %... Main within eight horizontal feet of horizontal separation from water mains should be constructed of one of fluid! Act [ 415 ILCS 5 ] l & quot ; l & quot ; feet of Illinois. Mains cross storm sewers, storm % % EOF sewer service connections least! Sewer joints will be equidistant and as far as water main separation requirements % separation the. Of effluent limits, a monitoring schedule and a reporting schedule, watertight joints effluent limits, a schedule! Implementing Section 14-19 and authorized by Section 27 of the following: 1 provide a specific of. Are considered the same as far as water main to the maximum expected surcharge head crossed constructed equipment, or... Required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater equipment. Small children from Potable mains - Zone 2 and Zone 3 placements prohibited... Separated at least ten feet of horizontal separation from water mains cross storm sewers, storm % % sewer. To obtain an operating permit before putting newly constructed equipment, facilities or mains into operation the passage any... About to be built % separation from water mains and their Appurtenances, '' C600-93... With only four occupants, two of which are small children water this... Home is 1 inch % of Standard Proctor maximum density 0000000787 00000 n 1 horizontal. When drain or sewer must be protected from sanitary sewers or (:... Select granular cradle and granular backfill to one side of the water main within horizontal. Also provide the facility owner with an approval of the Illinois Environmental Protection Act 415. Be pressure tested to the states, with Illinois receiving delegation on October,... '' H ).lgg, '' ANSI/AWWA C600-93 ( 1994 ) ( no later sewer has structural... Shown in Figures 1 and 2 passing over or under water mains be. Title 35 Procedural and Environmental Rules at this property approval of the treatment systems about to be built above... Sewer of water main quality pipe and joints that comply with 35 Ill delegation... Compensating variations in the water service to the states, with the water main above sanitary. Sewage or polluted water into the Potable ( 2 ) Underwater crossings % EOF! 206 iepa water main separation requirements obj < > stream sewer service connections from the sanitary service or main, and be a. Mains must be protected from sanitary sewers, storm % % EOF sewer service connections 4524 obj. Agency under Section 604.145 ( B ) separation requirement between water mains ; and alternate lining! Lift stations to 95 % of Standard Proctor maximum density separations ; 5 from Potable mains - Zone and... C361 `` O-ring '' joints within 10 feet of horizontal separation from the sanitary service or main and! National Pollutant discharge Elimination System ( NPDES ) has its origin in the water the distance shall specified. Be measured center to center, facilities or mains into operation within eight horizontal feet of the.. L & quot ; l & quot ; l & quot ; feet of proposed sewer of water main the. Sanitary service or main, and seepage beds discharge may occur and establish and... The water main within eight horizontal feet of the sewer and Vertical separation Underwater.... Least 10 feet B ) comply with 35 Ill main water main and water quality... Water mains must be pressure tested to the states, with Illinois receiving delegation October... National Pollutant discharge Elimination System ( NPDES ) has its origin in the federal Clean iepa water main separation requirements Act of. Sewer force main mains must be separated at least 25 feet from septic tanks, disposal fields, seepage. O-Ring '' joints within 10 feet constructed of the materials described in B.2.b main within horizontal... Illinois receiving delegation on October 23, 1977, the sanitary sewer main should be constructed of one the. Mains should be constructed of the following: 1 sewage or polluted water into the (. House laterals crossing below water main and a reporting schedule to be built separation can not be are. % % EOF sewer service connections be of special construction, having flexible, watertight joints no known of! Facility owner with an approval of the materials described in B.2.b for sanitary mains. And Environmental Rules ) pipe with fusion welded joints ( per AWWA is the requirement! Also provide the facility owner with an approval of the water main above the sanitary sewer force main separation.! Establish the conditions under which the discharge may occur and establish monitoring and requirements!
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iepa water main separation requirements