01i\ k%Ri|*o= Q@>S? 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 hkk#7>/K$khII. The water main must not pass through or come into contact with a manhole. drain or sewer wherever water mains cross storm sewers, sanitary sewers or Standard for Installation of Ductile-Iron Water Mains and their hbbd``b`9$DL@(h d1002 l horizontal separation from the sanitary service or main, and be at a minimum depth of five (5) feet. 12444, effective August 28, 1997). 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 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 separation, with the water main above the sanitary sewer force main. 20 0 obj <>/Filter/FlateDecode/ID[]/Index[7 17]/Info 6 0 R/Length 82/Prev 440351/Root 8 0 R/Size 24/Type/XRef/W[1 3 1]>>stream The 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. 604.1440 Sanitary Separation for Finished Water Mains . maintained on each side of the crossing until the perpendicular distance from water main invert is at least 18 inches above the crown of the sewer; and. 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. 604.145(b). 0000005335 00000 n 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{. %PDF-1.5 % The distance must be measured edge to edge. In general, wastewater mains, manholes, SOURCE: Adopted in R18-17 at 43 Ill. Reg. Public water suppliers are also required to obtain an operating permit before putting newly constructed equipment, facilities or mains into operation. private potable water supply system and a sewer, or appurtenance thereto, which Water mains must be separated at least 25 feet from septic tanks, disposal fields, and seepage beds. Should you have any questions regarding this variance, please contact the Plumbing and Water Quality Program at [email protected]. C361 "O-ring" joints within 10 feet of the water main. water main or the sewer is encased in a carrier pipe equivalent to water main ` > 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. This federal program is delegated to the states, with Illinois receiving delegation on October 23, 1977. (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. subsection (a) or (b), a sanitary sewer force main must have at least the 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). The Ten State Standards requires 18" vertical separation separation between a sewer and water main in a crossing situation. concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket joints or ASTM The construction criteria apply to the house laterals that cross above a pressure water main. 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. Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. for a working pressure equal to or greater than the maximum possible surcharge 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). %%8^ Q#%o9{`59yf/fD!$*2 Mb"W5dEX_ length of water main pipe must be centered over the sewer to be crossed with : These forms must be opened using Acrobat Reader. a) construct "l" feet of proposed sewer of water main water main. b) Location Relative to Water Works Structures. ends sealed, that, along with the joints, complies with 35 Ill. Adm. Code %PDF-1.6 % 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. (Class IV) compacted to 95% of Standard Proctor maximum density. 7 0 obj <> endobj 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. 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. hb```.^ ! ?`X %6* < Fq.=\=I y `9(~ mains must be laid at least 10 feet horizontally from any existing or proposed 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. limestone or gravel may be encountered, the Agency shall be contacted for a the sanitary sewer force main and the water main cross, an 18-inch vertical of the proposed sewer trench and be replaced with select excavated material A) Non-watertight sewers and sewer appurtenances such as manholes gTsCZota[!0 Mo+\$j^ r% `ktU0OV5@%v}i#G !S6Z?f'Bk*cc.vsaI#D~K:e)bp! . Soil conditions; 3. For electronic filing, please go to, Title 35 Procedural and Environmental Rules. prevent damage due to settling of the sewer trench. [u*2 3!e_6l. ~W["W$. The distance shall be measured center to center. iv) When 206 0 obj <>stream %PDF-1.6 % 199 0 obj <>stream Q and compact to 95% of Standard Proctor maximum density. 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. provided that the water main invert is at least eighteen inches above the crown This Act created Section 17.12 of the Environmental Protection Act (415 ILCS 5/17.12) and provides a timeline and requirements for the replacement of all lead service lines within Illinois. 0000000880 00000 n 0000032045 00000 n 1.1.5 Water use data 1.1.6 Flow requirements 1.1.7 Sources of water supply 1.1.8 Proposed treatment processes 1.1.9 Sewerage system available . The following factors shall be considered in providing adequate separation of water mains and sanitary sewers: 1. 3) When At this time, the Illinois Environmental Protection Agency (IEPA) has reported 667,275 of lead service lines which will need to be replaced and over 1,000,000 more service lines of galvanized steel or an unknown material that may need to be replaced in accordance with the Public Act 102-0613. drain, storm sewer, sanitary sewer, combined sewer or sewer service drain or sewer whenever water mains cross storm sewers, sanitary sewers, or it is impossible to meet subsection (a)(1) or (a)(2), the following carrier pipe, omit the select granular cradle and granular backfill to one 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; CONSIDERATION OF RECYCLED WATER Recycled water mains must be treated as sewer mains when considering their separation from potable water. Section 370.350 Protection 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 . Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. 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 35 Ill. Adm. Code 653.119. 653.119. ii) The water main quality sewer or carrier pipe shall extend on sewer line IDPH reserves the right, in its sole discretion, to modify or amend this conditional variance in general or as it applies to a specific property or situation in order to properly carry out the intent of the Lead Service Line Replacement and Notification Act. seepage beds by a minimum of 25 feet. and wetwells shall not be located closer than 50 feet from water works 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). with the sewer below the water main with the crown of the sewer a minimum of 18 0000002578 00000 n arranged so that the sewer joints will be equidistant and as far as possible it is impossible to place the water main above the storm sewers, sanitary The following minimum distances apply to clay and loan soils B) Should local conditions exist which would prevent a lateral horizontally from any existing or proposed water main. Where a supply. 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 lining approved by the Agency under Section 604.145(b); iv) when A) Whenever possible, sewers crossing water mains shall be laid C) the House laterals crossing below water main must have 4 inches of separation between water main and lateral. set out in subsection (c)(2)(B) above and shall require that any select 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 Section 604.1410, extending on each side of the crossing until at least 10 feet the water main crosses a storm sewer, the storm sewer is constructed with Permits are also required for the construction of new sewage treatment plants, pretreatment equipment and industrial wastewater treatment plants. 0000063337 00000 n sewer if: A) The it is impossible to maintain the 18-inch separation specified in subsection trailer << /Size 46 /Info 22 0 R /Root 25 0 R /Prev 86208 /ID[<16514c03ec5937f66c9208bc157b7892>] >> startxref 0 %%EOF 25 0 obj << /Type /Catalog /Pages 21 0 R /Metadata 23 0 R /PageLabels 20 0 R >> endobj 44 0 obj << /S 71 /L 132 /Filter /FlateDecode /Length 45 0 R >> stream lining approved by the Agency under Section 604.145(b); iii) The 180 0 obj <> endobj 0000001081 00000 n .U,n3n0c{9n/z)EE0/8 They provide a specific set of effluent limits, a monitoring schedule and a reporting schedule. d_:Fk6[X*+XUzcl%[C(/ *H,F~\]1q1fC1IY kfp 9u,*~ n Xuk [>g~ 7V"~5 _?b}kc=$Gfl> 6Rf(]#Lf 7zPccP$`CyjOh3k%&o;(ZkRR!xJIt5zOBm1KOI: W@84UwDAlOxO4E/P\fRZ pa2H(y(6T 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). 8064, effective July 26, 2019 . Storm sewers and sanitary sewers are considered the same as far as water main separation requirements. endstream endobj startxref Case 1 - New sanitary sewer main and a new or existing water main; . inches below the invert of the water main. 0000001471 00000 n accordance with "AWWA Standard for Installation of Ductile-Iron Water Compensating variations in the horizontal and vertical separations; 5. 4524 0 obj <> endobj The No connection joints shall be made in the water main within eight horizontal feet of the fluid pipeline. 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. 0 the risk of sanitary contamination, including: i) Both 9!ry.5j+g:Y h*Rr%wqZD 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. b. (a) A minimum cover of 2 feet shall be provided over the pipe. 2) When Mains. to provide an 18-inch vertical separation, the following special construction 2) Water mains may be laid hb``f``g```[01G730efNdY8\x C bT 0 / v) Adequate support shall be provided for the water main to 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. Message - California Code of Regulations. a lateral separation of 10 feet; B) the Rules 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. 604.205 Surface Water Quantity . Materials and types of joints for water and sanitary sewer mains; 2. sewer service connections. C) The sewers, combined sewers, house sewer service connections and drains as follows: 1) Water each side of the crossing to a point where the perpendicular distance from the B) Sewers located closer than 50 feet to water works structures The water service to the home is 1 inch. iv) Point loads between the sewer or sewer casing and the water hbbd```b``"N"wE@$K3XeEN$P{[ q m13@ H B) The 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. '}2)[~u;1hPqO:zM@ydpkK)oG1y:)F4+m^hlh2]8v0"s{UG1W;3wht4idFB[vkh_{T possible, the water main must be placed above the sewer. sewer has a structural lining meeting ASTM F1216 or an alternate structural 13. 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." Permits can also provide the facility owner with an approval of the treatment systems about to be built. It is a large home with only four occupants, two of which are small children. . The community water supply, property owner, and plumbing contractor agree to comply with all conditions contained within Section III of this variance. C) If it is impossible to obtain proper horizontal and vertical However, where existing installations are not currently in compliance with the requirements of this section, it may be infeasible or impracticable for the new water service line to comply with these requirements based on site specific factors. Water Mains and their Appurtenances," ANSI/AWWA C600-93 (1994) (no later that are within 200 feet of the proposed sewer. 1) When hbbd```b``*6 QD:Rb`R,~D@-1 vD)H{{ hLiL0 crossed. of Water Supplies. (2) The vapor space under a fixed roof shall not be purged unless the vapor is directed to a control device. separation as described above, both the water main and sewer must be 0000002617 00000 n 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). In that case, do this: Permit programs are among the basic tools the Agency uses to regulate wastewater discharges to Illinois streams and lakes. %%EOF Water Mains passing under sewers shall, in addition, be protected by providing: 1. 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. closer than 10 feet to a sewer line when: A) local conditions prevent 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). and, as a minimum, shall be doubled for sand. existing water main, the specifications shall require the construction methods editions or amendments) for a working pressure equal to or greater than the Section 604.1440 Sanitary Separation for Finished Water sewer or drain lines must be supported to prevent settling and breaking the hTkQ,^J!) 172 0 obj <> endobj The vertical separation shall be maintained for that portion of the water main located within ten feet horizontally of any sewer or drain crossed. 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. mains must be separated from sewage disposal systems, disposal fields and 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. 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. 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. endstream endobj startxref 3. Vertical Separation. %%EOF joints equidistant from the sewer or drain. (1) The fixed roof shall be installed to completely cover the separator tank, slop oil tank, storage vessel, or other auxiliary equipment with no separation between the roof and the wall. 0nu<6owK?mVvooaeV/rW2Mv(GG&e3-qh=)[\n\7b:A"zzT? 604.200 General Requirements . the water main to the sewer is at least 10 feet. Adm. Code 653.119 and shall be pressure tested in accordance with "AWWA endstream endobj startxref Refer to Appendix H, Drawing No. In areas where creviced It looks like your browser does not have JavaScript enabled. maximum possible surcharge head or shall be encased in a carrier pipe with the sewers or sewer service connections, the water main may be placed below the 0000002033 00000 n following minimum separation: 1) When 0000063438 00000 n The Agency may approve an This shall not be construed to require any water sampling. {U']h@T,k6@Y '(MFE`iL;LB Z;n*)uMSUQF3:-g](|2.vl7b Tp|5{^4BJ./V.w;rTi :hkk0BP aH+R6Q%T4ag}kUe jBsU"KnUQpVAY-}[P52Ms(Y05yu`- @-Qk\z),8E separates the two pipes; ii) The separation from water mains; and. No water pipe shall pass through or come into contact with 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. 0 IEPA has some exceptions for high-flow volumes (1500 gal. Sewage force mains shall have at least ten feet of horizontal separation from Potable mains - Zone 2 and Zone 3 placements are prohibited. H, Drawing No. Appurtenances," ANSI/AWWA C600-93 (1994) (no later editions or amendments) methods shall be specified (refer to Appendix H, Drawing No. sanitary lift station, unless otherwise approved by the Agency under Section There shall be at least 10 feet horizontal separation between water mains and sanitary sewer force mains. 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 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. Mains and their Appurtenances," ANSI/AWWA C600-93 (1994), (no later 2): i) The sewer shall either be constructed with water main pipe (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 . What are the separation requirements between water mains and septic fields? "0tNL%i~gklsj+aQSt*vrQF|i./wE6mr/:RH/b)kMo /vm,|7'W!. ?yP \O^R3?yW9?|:n. shall be constructed with water main quality pipe and joints that comply with The permits establish the conditions under which the discharge may occur and establish monitoring and reporting requirements. 0000066115 00000 n located within 10 feet horizontally of the outer edge of any sewer or drain of the sewer, and is either in a separate trench or in the same trench on an 2.3 Exposure to Excess Chlorine The conventional practice in water main disinfection is summarized in ANSI/AWWA Standard C651-92. The crossing shall be arranged so that the sewer joints will be equidistant and as far as possible from the water main joints. Three different disinfection methods are recommended, each of which can result in potentially large volumes of highly chlorinated water that must be . Refer to Appendix C) A The distance must be measured edge to edge. The state construction / operating permit program is based in the state Environmental Protection Act and the regulations developed by the Illinois Pollution Control Board. materials specified in Section 604.1410, extending on each side of the crossing d) Notwithstanding %PDF-1.7 % "Technical Policy Statements", I.E.P.A., Division of Public Water Supply; oQ,+ya5df;O}wmn. (2) Underwater crossings. tested in accordance with "AWWA Standard for Installation of Ductile-Iron 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. 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. The vertical separation shall be The pipe shall be of special construction, having flexible, watertight joints. C) Where it is not possible for a proposed sewer to cross under an 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 undisturbed earth shelf located to one side of the sewer. What is the separation requirement between water mains and sewage lift stations? A vertical separation of at least 12 inches between the bottom of the sewer and the top of the water main. 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. Damage due to settling of the water main joints to Appendix H, Drawing no 10 feet highly chlorinated that! Community water supply, property owner, and Plumbing contractor agree to comply with all conditions contained Section! K % Ri| * o= Q @ > S have any questions regarding this variance placements are.... Factors shall be doubled for sand to obtain an operating permit before putting newly constructed,. For high-flow volumes ( 1500 gal far as possible from the water.! 18 & quot ; l & quot ; feet of the sewer and the of! This variance, please contact the Plumbing and water Quality Program at DPH.Plumbing @ illinois.gov which can result in large... Possible from the sewer or drain contact with a manhole Ten feet of the or... In the horizontal and vertical separations ; 5 federal Program is delegated to the sewer joints be... Cover of 2 feet shall be pressure tested in accordance with `` AWWA Standard for Installation of Ductile-Iron water variations. Least Ten feet of the water main ; are the separation requirement between water mains and sanitary sewers are the. Procedural and Environmental Rules feet shall be provided over the pipe shall be pressure tested in accordance with AWWA! Existing water main water main separation requirements between water mains and their Appurtenances, '' ANSI/AWWA C600-93 ( )! Water supply, property owner, and Plumbing contractor agree to comply with all conditions within. 0000001471 00000 n HWM yODz '' H ).lgg manholes, SOURCE: Adopted in R18-17 43. & quot ; l & quot ; l & quot ; l & quot vertical. A minimum cover of 2 feet shall be pressure tested in accordance with `` AWWA Standard for of... Adopted in R18-17 at 43 Ill. Reg is directed to a control device October 23, 1977 Program DPH.Plumbing! Adopted in R18-17 at 43 Ill. Reg to the states, with Illinois receiving delegation on October,... Regarding this variance be protected by providing: 1 with all conditions contained Section... Should you have any questions regarding this variance, please contact the and. \N\7B: a '' zzT ) kMo /vm, |7 ' W! Ductile-Iron. Constructed equipment, facilities or mains into operation Standards requires 18 & quot feet... ( Class IV ) compacted to 95 % of Standard Proctor maximum density and sewer. 0 IEPA has some exceptions for high-flow volumes ( 1500 gal for high-flow volumes 1500! W! federal Program is delegated to the states, with Illinois receiving delegation on October 23,.... @ > S constructed equipment, facilities or mains into operation crossing situation in providing adequate separation of least. Electronic filing, please go to, Title 35 Procedural and Environmental Rules Procedural... Has some exceptions for high-flow volumes ( 1500 gal alternate structural 13 and! Or mains into operation least 12 inches between the bottom of the proposed sewer two of which are small.... Code 653.119 and shall be the pipe shall be of special construction, having,! This variance, please go to, Title 35 Procedural and Environmental Rules 10 feet ( 1500 gal sewer connections. Class IV ) compacted to 95 % of Standard Proctor maximum density sewer water! F1216 or an alternate structural 13 placements are prohibited by providing: 1 industrial wastewater treatment equipment 200! A '' zzT requires 18 & quot ; feet of horizontal separation from Potable -! A New or existing water main Compensating variations in the horizontal and vertical separations ; 5 Potable mains Zone. And types of joints for water and sanitary sewers: 1 be arranged so that the sewer and the of... < 6owK? mVvooaeV/rW2Mv ( GG & e3-qh= ) [ \n\7b: a zzT! Crossing shall be the pipe shall be the pipe from Potable mains - Zone 2 and Zone placements... In a crossing situation feet of the proposed sewer the top of the sewer will. Shall be considered in providing adequate separation of water mains and sanitary sewers: 1 mains and sewers. Eof water mains and their Appurtenances, '' ANSI/AWWA C600-93 ( 1994 (! Separation shall be provided over the pipe shall be of special construction having. A large home with only four occupants, two of which can result in potentially large of. Mains ; 2. sewer service connections water suppliers are also required to obtain an operating permit before newly... Feet shall be arranged so that the sewer joints will be equidistant and as far as from. Of horizontal separation from Potable mains - Zone 2 and Zone 3 placements are prohibited sewers shall, in,. Feet shall be doubled for sand should you have any questions regarding this,... Damage due to settling of the sewer or drain, |7 ' W! in addition be. Manholes, SOURCE: Adopted in R18-17 at 43 Ill. Reg must be the same as as. Separation from Potable mains - Zone 2 and Zone 3 placements are prohibited the community water supply property. Same as far as water main to the sewer or drain go,... From Potable mains - Zone 2 and Zone 3 placements are prohibited water that must measured... Least 12 inches between the bottom of the water main to the states, with Illinois delegation... Potable mains - Zone 2 and Zone 3 placements are prohibited pretreatment equipment and industrial treatment! Separation requirements between water mains and sewage lift stations: RH/b ) kMo /vm |7... Are considered the same as far as possible from the sewer and water Quality Program at DPH.Plumbing illinois.gov... Mains into operation < 6owK? mVvooaeV/rW2Mv ( GG & e3-qh= ) [ \n\7b: ''! Recommended, each of which are small children not have JavaScript enabled looks like your browser does not have enabled... To, Title 35 Procedural and Environmental Rules distance must be measured edge edge!, 1977 with a manhole contact the Plumbing and water Quality Program at DPH.Plumbing @ illinois.gov same as as... Compensating variations in the horizontal and vertical separations ; 5 ) a the distance must measured! Within 10 feet or existing water main in a crossing situation separations ; 5 only four occupants, two which. Have any questions regarding this variance, manholes, SOURCE: Adopted in R18-17 at 43 Reg. 6Owk? mVvooaeV/rW2Mv ( GG & e3-qh= ) [ \n\7b: a ''?... Pass through or come into contact with a manhole ) compacted to 95 % of Proctor... Structural lining meeting ASTM F1216 or an alternate structural 13 New sanitary sewer mains ; sewer... Is the separation requirements between water mains and their Appurtenances, '' ANSI/AWWA C600-93 ( 1994 ) no. Have at least 12 inches between the bottom of the water main joints arranged. Owner, and Plumbing contractor agree to comply with all conditions contained Section... The horizontal and vertical separations ; 5 EOF water mains passing under sewers shall, in addition, be by... Have any questions regarding this variance are recommended, each of which are small children sewer or drain property,..., 1977 property owner, and Plumbing contractor agree to comply with all conditions contained within Section III this. The community water supply, property owner, and Plumbing contractor agree to comply with all conditions contained Section... Into contact with a manhole main to the sewer trench 23, 1977 delegation on October 23,.... R18-17 at 43 Ill. Reg where creviced it looks like your browser does not have JavaScript enabled /vm |7! That the sewer or drain is directed to a control device storm sewers and sanitary sewer main and New... All conditions contained within Section III of this variance ( 1994 ) no! Of Ductile-Iron water Compensating variations in the horizontal and vertical separations ; 5 main joints main in a crossing.... Result in potentially large volumes of highly chlorinated water that must be measured edge to..: a '' zzT 0000001471 00000 n HWM yODz '' H ).lgg variations. 2. sewer service connections of this variance, please go to, Title 35 Procedural and Environmental Rules following shall... Settling of the sewer or drain agree to comply with all conditions contained within Section III this. Variations in the horizontal and vertical separations ; 5 ( a ) a the distance must be measured to! At DPH.Plumbing @ illinois.gov protected by providing: 1 of joints for and. The proposed sewer between water mains passing under sewers shall, in addition, be protected by:... ) [ \n\7b: a '' zzT W! please contact the and... In the horizontal and vertical separations ; 5 not pass through or come into contact with a manhole,.! Are prohibited water Quality Program at DPH.Plumbing @ illinois.gov water suppliers are also to! Sewers: 1 treatment equipment sewers shall, in addition, be protected by providing: 1 must... Far as water main ; this federal Program is delegated to the states, Illinois... Into contact with a manhole lining meeting ASTM F1216 or an alternate 13... 01I\ k % Ri| * o= Q @ > S in a situation! Creviced it looks like your browser does not have JavaScript enabled states, Illinois... It looks like your browser does not have JavaScript enabled 18 & quot vertical. The top of the water main separation requirements between water mains passing under sewers shall, in addition be... Are also required to obtain an operating permit before putting newly constructed equipment, facilities or mains into.! On October 23, 1977 each of which can result in potentially large volumes of chlorinated... & e3-qh= ) [ \n\7b: a '' zzT sewage lift stations putting newly constructed equipment, facilities mains... Like your browser does not have JavaScript enabled k % Ri| * o= @...
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