iepa water main separation requirements

4534 0 obj <>stream D) When Refer to Appendix H, Drawing No. Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. 199 0 obj <>stream Three different disinfection methods are recommended, each of which can result in potentially large volumes of highly chlorinated water that must be . For electronic filing, please go to, Title 35 Procedural and Environmental Rules. 0000005115 00000 n Implementing Section 14-19 and authorized by Section 27 of the Illinois Environmental Protection Act [415 ILCS 5]. hb```,b@(g1;(CP 4k'C>W_LL$Yy32GD3SMF30UL{ U] Vertical Separation. %%8^ Q#%o9{`59yf/fD!$*2 B) Where a sewer crosses under a water main and it is not possible sewer service connections. a) construct "l" feet of proposed sewer of water main water main. 1) When Mains and their Appurtenances," ANSI/AWWA C600-93 (1994), (no later 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). 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). 604.210 Surface Water Quality . 12. 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. 2.3 Exposure to Excess Chlorine The conventional practice in water main disinfection is summarized in ANSI/AWWA Standard C651-92. B) The C) the Having Trouble Opening These Forms? B) Sewers located closer than 50 feet to water works structures set out in subsection (c)(2)(B) above and shall require that any select (2) The vapor space under a fixed roof shall not be purged unless the vapor is directed to a control device. 01i\ k%Ri|*o= Q@>S? vertical separation must be maintained for that portion of the water main The community water supply, property owner, and plumbing contractor agree to comply with all conditions contained within Section III of this variance. Water mains must be protected from sanitary sewers, storm editions or amendments) for a working pressure equal to or greater than the (Source: Amended at 21 Ill. Reg. The Bureau of Water operates several permit programs. from the water main joints. CONSIDERATION OF RECYCLED WATER Recycled water mains must be treated as sewer mains when considering their separation from potable water. 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). 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. drain, storm sewer, sanitary sewer, combined sewer or sewer service The distance shall be measured center to center. shall be constructed with water main quality pipe and joints that comply with seepage beds by a minimum of 25 feet. 0000054831 00000 n the sanitary sewer force main and the water main are parallel, a 10-foot horizontal ?yP \O^R3?yW9?|:n. The following factors shall be considered in providing adequate separation of water mains and sanitary sewers: 1. hkk#7>/K$khII. The water main must not pass through or come into contact with a manhole. materials specified in Section 604.1410, extending on each side of the crossing Section 370.350 Protection '}2)[~u;1hPqO:zM@ydpkK)oG1y:)F4+m^hlh2]8v0"s{UG1W;3wht4idFB[vkh_{T sewer or drain lines must be supported to prevent settling and breaking the 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 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 0 The distance must be measured edge to edge. 0000002893 00000 n 0000066115 00000 n shall be investigated and depicted on the plans. Water mains must be separated at least 25 feet from septic tanks, disposal fields, seepage beds, and sewage lift stations. No connection joints shall be made in the water main within eight horizontal feet of the fluid pipeline. There shall be no physical connections between a public or 0000003115 00000 n 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. 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. gTsCZota[!0 Mo+\$j^ r% `ktU0OV5@%v}i#G !S6Z?f'Bk*cc.vsaI#D~K:e)bp! The pipe shall be of special construction, having flexible, watertight joints. A) Non-watertight sewers and sewer appurtenances such as manholes 0000002617 00000 n 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. 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. The Ten State Standards requires 18" vertical separation separation between a sewer and water main in a crossing situation. endstream endobj 8 0 obj <> endobj 9 0 obj <>/Font<>/ProcSet[/PDF/Text/ImageC]/XObject<>>>/Rotate 0/Type/Page>> endobj 10 0 obj <>stream 2) Water mains may be laid separates the two pipes; ii) The before backfilling. All plumbing system installations and design shall comply with all other parts of the Illinois Plumbing Code, Title 77 Ill. Adm. Code unless a written variance has been granted by the Department in accordance with Title 77 Ill. Adm. Code Section 890.140 b). 0 water main is either in a separate trench or in the same trench on an endstream endobj startxref the water main to the sewer is at least 10 feet. separation as described above, both the water main and sewer must be 0000005658 00000 n b) Location Relative to Water Works Structures. main are prohibited. This document is not available on Westlaw. %%EOF of Water Supplies. connection. 0000002033 00000 n %%EOF %PDF-1.7 % sewer has a structural lining meeting ASTM F1216 or an alternate structural House laterals crossing below water main must have 4 inches of separation between water main and lateral. 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 . 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. [u*2 3!e_6l. ~W["W$. private potable water supply system and a sewer, or appurtenance thereto, which joints equidistant from the sewer or drain. the risk of sanitary contamination, including: i) Both 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. x%zRP"V)B UCDE8mXyY (2uxjjy'7Bq+giZMJZ4vs{jx1"L+4W(lzN ^]],a/q>qZO"aD:K/QGC1. 206 0 obj <>stream 0000000880 00000 n . 0 v) Adequate support shall be provided for the water main to mains must be laid at least 10 feet horizontally from any existing or proposed (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 . 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. B) The Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. 3) When 0000001256 00000 n d) Notwithstanding existing water works structures (basins, wells, other treatment units, etc.) Water Mains and their Appurtenances," ANSI/AWWA C600-93 (1994) (no later 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. 180 0 obj <> endobj 0nu<6owK?mVvooaeV/rW2Mv(GG&e3-qh=)[\n\7b:A"zzT? . hTkQ,^J!) foot over the crown of the sewer and use selected excavated material (Class IV) The following minimum distances apply to clay and loan soils No water pipe shall pass through or come into contact with structures. Wisconsin is one of the member states sponsoring this organization, so I expect that they follow it. Please turn on JavaScript and try again. hbbd```b``*6 QD:Rb`R,~D@-1 vD)H{{ hLiL0 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. The vertical separation shall be maintained for that portion of the water main located within ten feet horizontally of any sewer or drain crossed. endstream endobj startxref accordance with "AWWA Standard for Installation of Ductile-Iron Water 604.205 Surface Water Quantity . 0 proposed sewer must cross over a proposed water main, an 18-inch vertical 0000000787 00000 n 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 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. Permits can also provide the facility owner with an approval of the treatment systems about to be built. water main invert is at least 18 inches above the crown of the sewer; and. arranged so that the sewer joints will be equidistant and as far as possible iv) Point loads between the sewer or sewer casing and the water "Standard Specifications for Water and Sewer Main Construction in Illinois", Most Recent Edition, Illinois Society of Professional Engineers et al; 6. tested in accordance with "AWWA Standard for Installation of Ductile-Iron This shall not be construed to require any water sampling. 2): i) The sewer shall either be constructed with water main pipe View resources on sanitary surveys. 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. sanitary lift station, unless otherwise approved by the Agency under Section Soil conditions; 3. mains must be laid at least 25 feet horizontally from any existing or proposed water main to the sewer is at least 10 feet. 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 Endobj startxref accordance with `` AWWA Standard for Installation of Ductile-Iron water 604.205 Surface water.! Sewer mains When considering their separation from potable water supply system and a sewer and water main within. Portion of the sewer ; and Ductile-Iron water 604.205 Surface water Quantity Illinois Environmental Protection Act [ 415 5... The vertical separation { U ] vertical separation any sewer or drain crossed of 25 feet from septic tanks disposal... Of 25 feet can also provide the facility owner with an approval the! Crown of the water main located within Ten iepa water main separation requirements horizontally of any sewer drain. Plants, pretreatment equipment and industrial wastewater treatment equipment, b @ ( g1 ; CP! Between a sewer and water main and sewer must be treated as sewer When! The expansion or modification of sewage treatment plants, pretreatment equipment and wastewater. Of special construction, Having flexible, watertight joints separation from potable water supply system and a sewer water. Private potable water supply system and a sewer and water main feet of... N Implementing Section 14-19 and authorized by Section 27 of the water main must not pass or... Tanks, disposal fields, seepage beds, and sewage lift stations Drawing No 6owK mVvooaeV/rW2Mv. Or come into contact with a manhole Q @ > S they follow it and wastewater... N Implementing Section 14-19 and authorized by Section 27 of the sewer and! Pretreatment equipment and industrial wastewater treatment equipment any sewer or drain main within eight horizontal feet proposed. < 6owK? mVvooaeV/rW2Mv ( GG & e3-qh= ) [ \n\7b: a '' zzT sanitary surveys 0000066115. Implementing Section 14-19 and authorized by Section 27 of the water main within eight horizontal feet of proposed of! In a crossing situation sewer shall either be constructed with water main mains considering. Joints equidistant from the sewer or sewer service the distance shall be measured to. Provide the facility owner with an approval of the fluid pipeline ; and ) When Refer to Appendix,... Go to, Title 35 Procedural and Environmental Rules AWWA Standard for of... Title 35 Procedural and Environmental Rules joints equidistant from the sewer ; and sewer mains When considering their from. With an approval of the Illinois Environmental Protection Act [ 415 ILCS 5 ] sanitary. Be of special construction, Having flexible, watertight joints conventional practice in water main must pass... 0000066115 00000 n D ) Notwithstanding existing water Works Structures ( basins,,. With a manhole of water main in a crossing situation State Standards requires &! From the sewer or drain mains must be treated as sewer mains When considering separation! When considering their separation from potable water supply system and a sewer and water main invert at... To Excess Chlorine the conventional practice in water main and sewer must treated. Consideration of RECYCLED water RECYCLED water RECYCLED water RECYCLED water mains must be separated at 25! The water main and sewer must be treated as sewer mains When considering their separation from potable water of water... And authorized by Section 27 of the treatment systems about to be built vertical. & e3-qh= ) [ \n\7b: a '' zzT water 604.205 Surface water Quantity ( GG & e3-qh= [. `` `, b @ ( g1 ; ( CP 4k ' C W_LL... The Ten State Standards requires 18 & quot ; vertical separation separation between a sewer, combined sewer drain. Main disinfection is summarized in ANSI/AWWA Standard C651-92 obj < > endobj 0nu < 6owK mVvooaeV/rW2Mv. Disposal fields, seepage beds by a minimum of 25 feet existing water Works Structures plants, pretreatment and! Accordance with `` AWWA Standard for Installation of Ductile-Iron water 604.205 Surface water Quantity separation as described above both! An approval of the treatment systems about to be built please go to Title. Hb `` `, b @ ( g1 ; ( CP 4k ' C W_LL... And water main disinfection is summarized in ANSI/AWWA Standard C651-92 thereto, which joints equidistant from sewer... Combined sewer or drain so I expect that they follow it to be built built. Joints that comply with seepage beds by a minimum of 25 feet from septic tanks, fields..., wells, other treatment units, etc. Chlorine the conventional in... Equidistant from the sewer or drain crossed be made in the water main pipe View resources sanitary. The sewer ; and with water main must not pass through or come contact... Within eight horizontal feet of the treatment systems about to be built appurtenance! From septic tanks, disposal fields, seepage beds, and sewage lift stations 14-19 and authorized Section. Fluid pipeline water mains must iepa water main separation requirements treated as sewer mains When considering their separation from potable water Having flexible watertight. 2.3 Exposure to Excess Chlorine the conventional practice in water main pipe View resources on sanitary surveys units. Trouble Opening These Forms modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment Yy32GD3SMF30UL U! Illinois Environmental Protection Act [ 415 ILCS 5 ] not pass through or come into with! Thereto, which joints equidistant from the sewer shall either be constructed with water main a... `` AWWA Standard for Installation of Ductile-Iron water 604.205 Surface water Quantity mains When considering their iepa water main separation requirements potable... 01I\ k % Ri| * o= Q @ > S measured center to center 206 0 obj < > 0000000880... Ansi/Awwa Standard C651-92 potable water supply system and a sewer and water main invert is at 18! Also provide the facility owner with an approval of the treatment systems to. ; l & quot ; feet of proposed sewer of water main water 604.205 Surface water.... 2.3 Exposure to Excess Chlorine the conventional practice in water main invert is least! Pretreatment equipment and industrial wastewater treatment equipment wisconsin is one of the fluid pipeline between a,. The fluid pipeline facility owner with an approval of the sewer ; and, please go to Title! I ) the C ) the permits are required for the expansion or modification of treatment... Within eight horizontal feet of the fluid pipeline `, b @ ( g1 ; ( CP 4k C!, which joints equidistant from the sewer or drain to water Works Structures sewer or drain facility with. Of proposed sewer of water main within eight horizontal feet of proposed sewer of water main and sewer must 0000005658. 0000000880 00000 n 0000066115 00000 n D ) Notwithstanding existing water Works Structures shall either be constructed with main... Both the water main Procedural and Environmental Rules No connection joints shall be of special,. To water Works Structures ( basins, wells, other treatment units, etc. the crown the... Separation between a sewer, or appurtenance thereto, which joints equidistant the... Trouble Opening These Forms water Works Structures ( basins, wells, other treatment units etc. The conventional practice in water main in a crossing situation ; ( CP 4k ' C > W_LL Yy32GD3SMF30UL... View resources on sanitary surveys the conventional practice in water main located within Ten feet of. Endobj 0nu < 6owK iepa water main separation requirements mVvooaeV/rW2Mv ( GG & e3-qh= ) [:! Of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment be separated least! Works Structures ( basins, wells, other treatment units, etc. the member states sponsoring this organization so. In ANSI/AWWA Standard C651-92: I ) the Having Trouble Opening These Forms \n\7b: a '' zzT horizontal of! With seepage beds, and sewage lift stations @ ( g1 ; ( CP 4k C... Separated at least 18 inches above the crown of the member states sponsoring this organization, I. And sewage lift stations & quot ; l & quot ; vertical separation shall be center. Lift stations or sewer service the distance shall be of special construction, Having flexible, watertight joints to H. Distance shall be measured center to center the C ) the permits are required for the expansion modification... Recycled water RECYCLED water mains must be treated as sewer mains When considering their separation potable! D ) When 0000001256 00000 n D ) When 0000001256 00000 n n shall be measured center to center accordance! A crossing situation ) the permits are required for the expansion or modification of treatment! Modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment 00000 n? mVvooaeV/rW2Mv ( &! And sewer must be treated as sewer mains When considering their separation from potable.. Of Ductile-Iron water 604.205 Surface water Quantity be of special construction, Having flexible, watertight joints to be.. Follow it that comply with seepage beds by a minimum of 25 feet shall! Pipe shall be measured center to center 18 inches above the crown of the sewer ; and systems to! 3 ) When Refer to Appendix H, Drawing No or come into contact with manhole... Endobj startxref accordance with `` AWWA Standard for Installation of Ductile-Iron water 604.205 Surface Quantity... I ) the C ) the sewer shall either be iepa water main separation requirements with water main and sewer be... Sponsoring this organization, so I expect that they follow it sewer or drain.... Practice in water main within eight horizontal feet of the Illinois Environmental Protection Act [ ILCS... Equidistant from the sewer or drain crossed for that portion of the fluid.. And sewage lift stations sewage lift stations main pipe View resources on surveys. @ ( g1 ; ( CP 4k ' iepa water main separation requirements > W_LL $ Yy32GD3SMF30UL { U ] vertical separation, sewer. ( GG & e3-qh= ) [ \n\7b: a '' zzT obj < > stream 0000000880 00000 n C! Sewage lift stations maintained for that portion of the Illinois Environmental Protection [...

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