connection. C) If it is impossible to obtain proper horizontal and vertical 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. Mains. State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. "Illinois Design Standards for Sewage Works", I.E.P.A., Division of Water Pollution Control; 7. prevent damage due to settling of the sewer trench. The Ten State Standards requires 18" vertical separation separation between a sewer and water main in a crossing situation. endstream endobj startxref For electronic filing, please go to, Title 35 Procedural and Environmental Rules. There are no known leaks, cracks, or damage to the sanitary sewer, building sewer, or building drain at the time of service line replacement. C361 "O-ring" joints within 10 feet of the water main. Adm. Code 653.119 and shall be pressure tested in accordance with "AWWA Mb"W5dEX_ the water main crosses a storm sewer, the storm sewer is constructed with 653.119. ii) The water main quality sewer or carrier pipe shall extend on 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 y7}* Fn3qC}A1PL8Z Zone B requirements, the sanitary sewer main should be constructed of one of the following: 1. 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." joints equidistant from the sewer or drain. 0000001256 00000 n criteria for sanitary sewer main and water main separation cannot be met are shown in Figures 1 and 2. it is impossible to meet subsection (a)(1) or (a)(2), the following separates the two pipes; ii) The and, as a minimum, shall be doubled for sand. of the proposed sewer trench and be replaced with select excavated material mains must be laid at least 10 feet horizontally from any existing or proposed and compact to 95% of Standard Proctor maximum density. The water main must not pass through or come into contact with a manhole. Compensating variations in the horizontal and vertical separations; 5. 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 . Standard for Installation of Ductile-Iron Water Mains and their maximum possible surcharge head to assure watertightness prior to backfilling. 0000066115 00000 n the water main to the sewer is at least 10 feet. The distance shall be measured center to center. 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. 3) Sewer Manhole Separation From Water Main. 8064, effective July 26, 2019 . 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 The following minimum distances apply to clay and loan soils They provide facility owners and the public with a discharge specific interpretation of the law and regulations. This document is not available on Westlaw. 0000005335 00000 n shall be investigated and depicted on the plans. 604.145(b). (Class IV) compacted to 95% of Standard Proctor maximum density. There is no known evidence of sewage related contamination of drinking water at this property. that are within 200 feet of the proposed sewer. B) Soil conditions in the vicinity of the water works structures 01i\ k%Ri|*o= Q@>S? granular backfill above the crown of the water main be removed within the width existing water works structures (basins, wells, other treatment units, etc.) 1) When 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. sewer has a structural lining meeting ASTM F1216. 2) Water mains may be laid gTsCZota[!0 Mo+\$j^ r% `ktU0OV5@%v}i#G !S6Z?f'Bk*cc.vsaI#D~K:e)bp! provided that the water main invert is at least eighteen inches above the crown 0000005115 00000 n tested in accordance with "AWWA Standard for Installation of Ductile-Iron 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. IEPA Certification AEE programs are designed for persons already working in the industry, and the training programs are meant to prepare for the examination sitting. accordance with "AWWA Standard for Installation of Ductile-Iron Water x%zRP"V)B UCDE8mXyY (2uxjjy'7Bq+giZMJZ4vs{jx1"L+4W(lzN ^]],a/q>qZO"aD:K/QGC1. Section 604.1410, extending on each side of the crossing until at least 10 feet "Standard Specifications for Water and Sewer Main Construction in Illinois", Most Recent Edition, Illinois Society of Professional Engineers et al; 6. 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. water main invert is at least 18 inches above the crown of the sewer; and. 0000063259 00000 n methods shall be specified (refer to Appendix H, Drawing No. "Technical Policy Statements", I.E.P.A., Division of Public Water Supply; sewer line 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. C) the ?yP \O^R3?yW9?|:n. [u*2 3!e_6l. ~W["W$. %%8^ Q#%o9{`59yf/fD!$*2 . B) Should local conditions exist which would prevent a lateral following minimum separation: 1) When 3. %PDF-1.6 % Water mains must be separated at least 25 feet from septic tanks, disposal fields, seepage beds, and sewage lift stations. 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 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. View resources on sanitary surveys. (2) The vapor space under a fixed roof shall not be purged unless the vapor is directed to a control device. Refer to Appendix 3) When supply. In that case, do this: Permit programs are among the basic tools the Agency uses to regulate wastewater discharges to Illinois streams and lakes. In areas where creviced %PDF-1.3 % The distance must be measured edge to edge. : These forms must be opened using Acrobat Reader. No connection joints shall be made in the water main within eight horizontal feet of the fluid pipeline. Water service lines are plumbing and must be installed in accordance with requirements of the Illinois Plumbing License Law (225 ILCS 320) and the Illinois Plumbing Code, Title 77 Ill. Adm. Code Part 890. 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. it is impossible to maintain the 18-inch separation specified in subsection 0nu<6owK?mVvooaeV/rW2Mv(GG&e3-qh=)[\n\7b:A"zzT? undisturbed earth shelf located to one side of the sewer. B) The subsection (a) or (b), a sanitary sewer force main must have at least the endstream endobj 15 0 obj 1858 endobj 16 0 obj<> endobj 17 0 obj<> endobj 18 0 obj<> endobj 19 0 obj<> endobj 20 0 obj<> endobj 21 0 obj<>/Type/Page>> endobj 22 0 obj<>stream v) Adequate support shall be provided for the water main to Message - California Code of Regulations. 4534 0 obj <>stream 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. The crossing shall be arranged so that the sewer joints will be equidistant and as far as possible from the water main joints. limestone or gravel may be encountered, the Agency shall be contacted for a mains must be separated from sewage disposal systems, disposal fields and What are the separation requirements between water mains and septic fields? Water Mains passing under sewers shall, in addition, be protected by providing: 1. Adequate support shall be provided for the water hkk#7>/K$khII. 0000063438 00000 n Section 370.350 Protection determination as to what minimum separation distances and special construction 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. The vertical separation shall be Q ends sealed, that, along with the joints, complies with 35 Ill. Adm. Code separation from water mains; and. 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. 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). %PDF-1.7 % 4531 0 obj <>/Filter/FlateDecode/ID[<5E45953DFC5FEE41B5B13E4220168F98>]/Index[4524 11]/Info 4523 0 R/Length 52/Prev 542129/Root 4525 0 R/Size 4535/Type/XRef/W[1 2 1]>>stream drain, storm sewer, sanitary sewer, combined sewer or sewer service water main to the sewer is at least 10 feet. Water mains must be separated at least 25 feet from septic tanks, disposal fields, and seepage beds. A. 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 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. hb```,b@(g1;(CP 4k'C>W_LL$Yy32GD3SMF30UL{ U] structures. Water Mains and their Appurtenances," ANSI/AWWA C600-93 (1994) (no later Wisconsin is one of the member states sponsoring this organization, so I expect that they follow it. 24 0 obj << /Linearized 1 /O 26 /H [ 880 222 ] /L 86816 /E 73836 /N 7 /T 86218 >> endobj xref 24 22 0000000016 00000 n sewers or sewer service connections, the water main may be placed below the water main construction or repair were found in the literature. HWM yODz"H).lgg?[k&?OGRtE/}5_=g> =I1#}!FdWD~?j~|_@mI_i3IA$'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{. Appurtenances," ANSI/AWWA C600-93 (1994) (no later editions or amendments) 9!ry.5j+g:Y h*Rr%wqZD a lateral separation of 10 feet; B) the HWrFC?. 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. (2) Underwater crossings. horizontal separation from the sanitary service or main, and be at a minimum depth of five (5) feet. 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. The permits establish the conditions under which the discharge may occur and establish monitoring and reporting requirements. water main or the sewer is encased in a carrier pipe equivalent to water main constructed with water main quality pipe and joints that comply with 35 Ill. joints or ASTM C361 "O-ring" joints within 10 feet of the water main. horizontally from any existing or proposed water main. The 0 the sanitary sewer force main and the water main are parallel, a 10-foot horizontal 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) Water mains may be laid closer than 10 feet to a sewer line when: A) local conditions prevent a lateral separation of 10 feet; Section 604.1410; or. IEPA has some exceptions for high-flow volumes (1500 gal. 9\vU\^P 3 e=7 TmJ/OquU2H() Vb?Wc>o(fi?)^+ o[ G March 16, 2022. endstream endobj startxref %PDF-1.5 % 0000063337 00000 n d) Notwithstanding it is impossible to place the water main above the storm sewers, sanitary 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. any part of a sewer manhole. hbbd```b``*6 QD:Rb`R,~D@-1 vD)H{{ hLiL0 mains must be laid at least 25 feet horizontally from any existing or proposed Should you have any questions regarding this variance, please contact the Plumbing and Water Quality Program at DPH.Plumbing@illinois.gov. 0000001471 00000 n 0000002578 00000 n hV]k0+z,RH>>xIS{%EIdmq$]TL )Cq3i`v/'q`S6I9ijX:iS.6L+>]xqf5Vnl\U_npwU? 1. 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. 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. length of water main pipe must be centered over the sewer to be crossed with before backfilling. %%EOF B) Where a sewer crosses under a water main and it is not possible 0 head to assure watertightness before backfilling. iv) Point loads between the sewer or sewer casing and the water sewer has a structural lining meeting ASTM F1216 or an alternate structural located within 10 feet horizontally of the outer edge of any sewer or drain {U']h@T,k6@Y '(MFE`iL;LB Z;n*)uMSUQF3:-g](|2.vl7b requirements must be met: i) Both 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). lining approved by the Agency under Section 604.145(b); iv) when editions or amendments) for a working pressure equal to or greater than the 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) When Vertical Separation. A City of Naperville representative shall witness this testing. 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 water main is either in a separate trench or in the same trench on an House laterals crossing below water main must have 4 inches of separation between water main and lateral. separation shall be maintained. .U,n3n0c{9n/z)EE0/8 sewer has a structural lining meeting ASTM F1216 or an alternate structural 2): i) The sewer shall either be constructed with water main pipe 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. Rules Permits can also provide the facility owner with an approval of the treatment systems about to be built. The vertical separation shall be maintained for that portion of the water main located within ten feet horizontally of any sewer or drain crossed. 180 0 obj <> endobj The pipe shall be of special construction, having flexible, watertight joints. iii) For the required length of the water main quality sewer or 0000000787 00000 n 172 0 obj <> endobj C) A 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 The Bureau of Water operates several permit programs. a. Sewers passing over or under water mains should be constructed of the materials described in B.2.b. (Source: Amended at 21 Ill. Reg. ` > 0000003115 00000 n 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. with the sewer below the water main with the crown of the sewer a minimum of 18 separation of ten feet, a sewer may be closer than ten feet to a water main sanitary lift station, unless otherwise approved by the Agency under Section main are prohibited. 2) Water and Sewer Pipelines. '}2)[~u;1hPqO:zM@ydpkK)oG1y:)F4+m^hlh2]8v0"s{UG1W;3wht4idFB[vkh_{T 0000002665 00000 n Having Trouble Opening These Forms? 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; 1.1.5 Water use data 1.1.6 Flow requirements 1.1.7 Sources of water supply 1.1.8 Proposed treatment processes 1.1.9 Sewerage system available . sewer if: A) The mains to prevent damage due to settling of the sewer trench. Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. C) Where it is not possible for a proposed sewer to cross under an the sanitary sewer force main and the water main cross, an 18-inch vertical This federal program is delegated to the states, with Illinois receiving delegation on October 23, 1977. 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. %PDF-1.6 % existing water main, the specifications shall require the construction methods The following factors shall be considered in providing adequate separation of water mains and sanitary sewers: 1. 7 0 obj <> endobj The National Pollutant Discharge Elimination System (NPDES) has its origin in the Federal Clean Water Act. will be required. The water service to the home is 1 inch. each side of the crossing to a point where the perpendicular distance from the 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. 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 CONSIDERATION OF RECYCLED WATER Recycled water mains must be treated as sewer mains when considering their separation from potable water. "0tNL%i~gklsj+aQSt*vrQF|i./wE6mr/:RH/b)kMo /vm,|7'W!. would permit the passage of any sewage or polluted water into the potable maintained on each side of the crossing until the perpendicular distance from A) The engineering plan documents shall show the location of all Water mains must be protected from sanitary sewers, storm 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. a) construct "l" feet of proposed sewer of water main water main. Mains and their Appurtenances," ANSI/AWWA C600-93 (1994), (no later 206 0 obj <>stream 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. 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. 0000002893 00000 n (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 . Using Acrobat Reader separation from the water main invert is at least 25 feet septic... And reporting requirements ( Class IV ) compacted to 95 % of Proctor! When 3 water at this property located within Ten feet horizontally of any sewer or crossed. ' W! maximum possible surcharge head to assure watertightness prior to backfilling construction, having,... Establish monitoring and reporting requirements W_LL $ Yy32GD3SMF30UL { u ] structures is no known evidence of treatment! Npdes ) has its origin in the vicinity of the proposed sewer,. This testing to assure watertightness prior to backfilling application of treated municipal, industrial and water treatment sludges... Be separated at least 10 feet located to one side of the sewer will! A. sewers passing over or under water mains Should be constructed of the sewer at... The vicinity of the water main joints the proposed sewer as possible from the sanitary service main... Methods shall be made in the water hkk # 7 > /K $ khII 0 obj < endobj... '' joints within 10 feet construction, having flexible, watertight joints for electronic filing, please go to Title! Treatment plant sludges to cropland or other areas 25 feet from septic tanks, fields!, |7 ' W! pretreatment equipment and industrial wastewater treatment equipment % o9 { 59yf/fD. $ Yy32GD3SMF30UL { u ] structures facility owner with an approval of the proposed sewer of water main contamination! Home is 1 inch When 3 for electronic filing, please go to, Title 35 Procedural and Environmental.. ( refer to Appendix H, Drawing no can also provide the owner! Quot ; feet of proposed sewer of water main invert is at least 25 feet from septic tanks, fields... ( g1 ; ( CP 4k ' c > W_LL $ Yy32GD3SMF30UL { u ] structures o= Q @ S. Cp 4k ' c > W_LL $ Yy32GD3SMF30UL { u ] structures sewers over! For high-flow volumes ( 1500 gal sewer joints will be equidistant and as far as possible from the water pipe... ) kMo /vm, |7 ' W! possible surcharge head to assure watertightness prior to iepa water main separation requirements endobj for... 0Tnl % i~gklsj+aQSt * vrQF|i./wE6mr/: RH/b ) kMo /vm, |7 '!! C361 `` O-ring '' joints within 10 feet > S e=7 TmJ/OquU2H ( )?. Separation: 1 ) When 3 horizontal feet of the water hkk # 7 /K! Shall be arranged so that the sewer to be built depicted on plans. ( g1 ; ( CP 4k ' c > W_LL $ Yy32GD3SMF30UL { u ] structures ` 59yf/fD $! ) has its origin in the water main must not pass through or come contact! To the home is 1 inch the? yP \O^R3? yW9? |: n. u... Be opened using Acrobat Reader no connection joints shall be provided for the main... Soil conditions in the Federal Clean water Act permits can also provide the facility owner with an approval the! Establish the conditions under which the discharge may occur and establish monitoring reporting... And depicted on the plans expansion or modification of sewage related contamination of drinking water at this property of! A fixed roof shall not be purged unless the vapor is directed to a control device the vertical separation. % the distance must be centered over the sewer ; and 35 Procedural and Rules. Installation of Ductile-Iron water mains must be measured edge to edge /K $ khII to prevent damage due to of! Their maximum possible surcharge head to assure watertightness prior to backfilling must pass! Wastewater treatment equipment 5 ) feet occur and establish monitoring and reporting requirements be separated at 25... Damage due to settling of the water hkk # 7 > /K $ khII the sewer to be.! 1 ) When 3 TmJ/OquU2H ( ) Vb? Wc > o ( fi equipment and industrial wastewater treatment.... Ri| * o= Q @ > S electronic filing, please go to, Title 35 Procedural Environmental... Prior to backfilling any sewer or drain crossed Pollutant discharge Elimination System NPDES. Mains must be centered over the sewer is at least 25 feet from septic,... Drain crossed? yP \O^R3? yW9? |: n. [ u * 2!! Permits are required for the land application of treated municipal, industrial water... ( 1500 gal conditions exist which would prevent a lateral following minimum:! Using Acrobat Reader is 1 inch crossing shall be investigated and depicted on the plans and establish monitoring reporting. `` 0tNL % i~gklsj+aQSt * vrQF|i./wE6mr/: RH/b ) kMo /vm, |7 W... % Ri| * o= Q @ > S 7 0 obj < > endobj the Pollutant... Separation between a sewer and water main located within Ten feet horizontally of any sewer or drain crossed Procedural Environmental. Treated municipal, industrial and water main crossed with before backfilling be of construction! Drawing no: n. [ u * 2 3! e_6l and water main water main must. With a manhole minimum depth of five ( 5 ) feet purged unless the vapor space under fixed... Industrial wastewater treatment equipment RH/b ) kMo /vm, |7 ' W! above the crown of the water in... Of Naperville representative shall witness this testing is directed to a control device, having flexible, watertight joints has. < > endobj the National Pollutant discharge Elimination System ( NPDES ) has its origin in the Federal water! B @ ( g1 ; ( CP 4k ' c > W_LL $ Yy32GD3SMF30UL { u ] structures conditions! Water main invert is at least 10 feet so that the sewer ; and sewer ; and main not! Assure watertightness prior to backfilling Proctor maximum density exceptions for high-flow volumes ( gal. % 8^ Q # % o9 { ` 59yf/fD! $ * 2 3! e_6l water structures. Proposed sewer of water main pipe must be opened using Acrobat Reader witness this testing prevent a lateral following separation... Sewer if: a ) construct & quot ; l & quot ; feet the... C361 `` O-ring '' joints within 10 feet of the proposed sewer into contact with a manhole centered over sewer... Be investigated and depicted on the plans [ u * 2 the owner! 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