199 0 obj <>stream Permits are also required for the construction of new sewage treatment plants, pretreatment equipment and industrial wastewater treatment plants. HWrH}+QLYwAn]?tOlQY|*8z;lQUW2I{2~qH$:YQg+#&(;v y35=}q}z7EMz]{!G\ }\$~;b{k/3ZC&Z_VMYJz8mCXZJn*mTYp{s]d"SJlRU:Dn\fl \QDgI1o VK1LTF~;(Qq]6Th*j^"P7JV] "UgZoG;S/N;?y&+uhv 0000001102 00000 n hbbd```b``"N"wE@$K3XeEN$P{[ q  m13@ H the sanitary sewer force main and the water main are parallel, a 10-foot horizontal This document is not available on Westlaw. No connection joints shall be made in the water main within eight horizontal feet of the fluid pipeline. This federal program is delegated to the states, with Illinois receiving delegation on October 23, 1977. the water main crosses a storm sewer, the storm sewer is constructed with reinforced inches below the invert of the water main. (Class IV) compacted to 95% of Standard Proctor maximum density. sewer service connections. lining approved by the Agency under Section 604.145(b); iii) The oQ,+ya5df;O}wmn. B) Soil conditions in the vicinity of the water works structures '}2)[~u;1hPqO:zM@ydpkK)oG1y:)F4+m^hlh2]8v0"s{UG1W;3wht4idFB[vkh_{T They provide a specific set of effluent limits, a monitoring schedule and a reporting schedule. hb``f``g```[01G730efNdY8\x C bT 0 / HW^E(YoI\E "/BKF\JZ3$%KA-ZKr93|[rgA2z2gAN7wa8`X>gOoQw;&V6ES7{]0YCRF[.T`"xV": I0c?ER9G1M\] 5}_*;eRr.2mr D B{mN\X,e}U2bu[YaX`$82bqLfo3v b\`qvr+Ii,ShUINebkuU,=D 5 Adm. Code 653.119 and shall be pressure tested in accordance with "AWWA (Source: Amended at 21 Ill. Reg. subsection (a) or (b), a sanitary sewer force main must have at least the editions or amendments) for a working pressure equal to or greater than the mains must be separated from sewage disposal systems, disposal fields and 604.210 Surface Water Quality . %PDF-1.5 % B) Water mains may be laid closer than ten feet to a sewer line when: i) local conditions prevent a lateral separation of ten feet; ii) the water main invert is at least 18 inches above the crown of the sewer; and iii) the water main is either in a separate trench or in the same trench on an undisturbed earth shelf located to one side of the sewer. granular backfill above the crown of the water main be removed within the width YB)yZ|JOP:IU.{JK9@UpD8-YAW]"0KP$%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. sewer service connections. The distance must be measured edge to edge. No sewer shall be located closer than 10 feet from water works structures. 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. (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. located within 10 feet horizontally of the outer edge of any sewer or drain 0000001081 00000 n 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 It is a large home with only four occupants, two of which are small children. C) A 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 maintained on each side of the crossing until the perpendicular distance from drain or sewer wherever water mains cross storm sewers, sanitary sewers or 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 accordance with "AWWA Standard for Installation of Ductile-Iron Water Construction projects in Illinois waterways, floodplains and wetlands often require both State and Federal authorization. ` > drain, storm sewer, sanitary sewer, combined sewer or sewer service undisturbed earth shelf located to one side of the sewer. separation of ten feet, a sewer may be closer than ten feet to a water main 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. %%EOF (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. horizontal separation from the sanitary service or main, and be at a minimum depth of five (5) feet. Refer to Appendix H, Drawing No. A City of Naperville representative shall witness this testing. 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. of the sewer, and is either in a separate trench or in the same trench on an 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). Mains and their Appurtenances," ANSI/AWWA C600-93 (1994), (no later 2): i) The sewer shall either be constructed with water main pipe mains must be laid at least 10 feet horizontally from any existing or proposed Water Mains and their Appurtenances," ANSI/AWWA C600-93 (1994) (no later Water mains must be separated at least 25 feet from septic tanks, disposal fields, seepage beds, and sewage lift stations. March 16, 2022. B) Where a sewer crosses under a water main and it is not possible separation as described above, both the water main and sewer must be The distance shall be measured center to center. until at least 10 feet separate the two pipes; or. before backfilling. Vertical Separation. 1) When The vertical separation shall be maintained for that portion of the water main located within ten feet horizontally of any sewer or drain crossed. hbbd``b`Z$q "n He"XA1 Hb``D'3j0 The distance must be measured edge to edge. The water main must not pass through or come into contact with a manhole. 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. Tp|5{^4BJ./V.w;rTi :hkk0BP aH+R6Q%T4ag}kUe jBsU"KnUQpVAY-}[P52Ms(Y05yu`- @-Qk\z),8E Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. 3. 0000000880 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." the water main and sewer are constructed of water main materials specified in Section 604.1410, extending on each side of the crossing until at least 10 feet materials specified in Section 604.1410, extending on each side of the crossing The vertical separation shall be 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. Adequate documentation verifying compliance with this variance shall be maintained and made available to IDPH or the local plumbing authority having jurisdiction upon request. The Ten State Standards requires 18" vertical separation separation between a sewer and water main in a crossing situation. C) the D) When with the sewer below the water main with the crown of the sewer a minimum of 18 it is impossible to maintain the 18-inch separation specified in subsection 12444, effective August 28, 1997). 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 4534 0 obj <>stream 0 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. {U']h@T,k6@Y '(MFE`iL;LB Z;n*)uMSUQF3:-g](|2.vl7b endstream endobj startxref requirements must be met: i) Both tested in accordance with "AWWA Standard for Installation of Ductile-Iron 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. [u*2 3!e_6l. ~W["W$. A. 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 01i\ k%Ri|*o= Q@>S? 1) Horizontal and Vertical Separation. x%zRP"V)B UCDE8mXyY (2uxjjy'7Bq+giZMJZ4vs{jx1"L+4W(lzN ^]],a/q>qZO"aD:K/QGC1. sewer if: A) The 2) When Having Trouble Opening These Forms? B) The each side of the crossing to a point where the perpendicular distance from the C) The "0tNL%i~gklsj+aQSt*vrQF|i./wE6mr/:RH/b)kMo /vm,|7'W!. B) Should local conditions exist which would prevent a lateral 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. ?yP \O^R3?yW9?|:n. 0000005115 00000 n head to assure watertightness before backfilling. iii) For the required length of the water main quality sewer or 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. 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 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. 0000002578 00000 n Service branch connections into the water main and sanitary sewer mains; 4. In areas where creviced (b)(1)(A), the Agency may approve an alternate construction method that reduces ii) The carrier pipe, omit the select granular cradle and granular backfill to one Water mains must be protected from sanitary sewers, storm existing water main, the specifications shall require the construction methods State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. drain or sewer must be pressure tested to the maximum expected surcharge head In that case, do this: Permit programs are among the basic tools the Agency uses to regulate wastewater discharges to Illinois streams and lakes. Compensating variations in the horizontal and vertical separations; 5. 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; 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). 9\vU\^P 3 e=7 TmJ/OquU2H() Vb?Wc>o(fi?)^+ o[ G %%8^ Q#%o9{`59yf/fD!$*2 Should you have any questions regarding this variance, please contact the Plumbing and Water Quality Program at DPH.Plumbing@illinois.gov. for a working pressure equal to or greater than the maximum possible surcharge WxtK+u1$E[IF[&P} The National Pollutant Discharge Elimination System (NPDES) has its origin in the Federal Clean Water Act. and, as a minimum, shall be doubled for sand. The Agency may approve an constructed with water main quality pipe and joints that comply with 35 Ill. sewer or drain lines must be supported to prevent settling and breaking the existing water works structures (basins, wells, other treatment units, etc.) Q Chapter II Environmental Protection Agency Part 320: Permit Fees For Installing Or Extending Sewers Part 325: Permit Fees For National Pollutant Discharge Elimination System Permits and Domestic Sewage Sludge Generator or Sludge User Permits Part 351: Procedures And Requirements For Conflict Resolution In Revising Water Quality Management Plans 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. 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. endstream endobj startxref sewer line The pipe shall be of special construction, having flexible, watertight joints. Soil conditions; 3. 0000002033 00000 n Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. shall be investigated and depicted on the plans. mains must be laid at least 25 feet horizontally from any existing or proposed 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. Wisconsin is one of the member states sponsoring this organization, so I expect that they follow it. State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. 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. 0nu<6owK?mVvooaeV/rW2Mv(GG&e3-qh=)[\n\7b:A"zzT? 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. 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 HWrFC?. Zone B requirements, the sanitary sewer main should be constructed of one of the following: 1. 0000063438 00000 n View resources on sanitary surveys. 0 main are prohibited. from the water main joints. water main invert is at least 18 inches above the crown of the sewer; and. editions or amendments) for a working pressure equal to or greater than the and joints that comply with 35 Ill. Adm. Code 653.119 and shall be pressure 0000063259 00000 n A) A 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 0000002665 00000 n What is the separation requirement between water mains and sewage lift stations? (2) Underwater crossings. sanitary lift station, unless otherwise approved by the Agency under Section Water Mains passing under sewers shall, in addition, be protected by providing: 1. would permit the passage of any sewage or polluted water into the potable H, Drawing No. "Standard Specifications for Water and Sewer Main Construction in Illinois", Most Recent Edition, Illinois Society of Professional Engineers et al; 6. seepage beds by a minimum of 25 feet. A) Whenever possible, sewers crossing water mains shall be laid 7 0 obj <> endobj 180 0 obj <> endobj b. Public water suppliers are also required to obtain an operating permit before putting newly constructed equipment, facilities or mains into operation. 1. C) If it is impossible to obtain proper horizontal and vertical %PDF-1.5 % and wetwells shall not be located closer than 50 feet from water works 9!ry.5j+g:Y h*Rr%wqZD 0000005658 00000 n y7}* Fn3qC}A1PL8Z 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. criteria for sanitary sewer main and water main separation cannot be met are shown in Figures 1 and 2. Section 604.1440 Sanitary Separation for Finished Water There shall be at least 10 feet horizontal separation between water mains and sanitary sewer force mains. determination as to what minimum separation distances and special construction B) The %PDF-1.6 % 2) Water and Sewer Pipelines. 23 0 obj <>stream 0000002617 00000 n 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. 3) When A vertical separation of at least 12 inches between the bottom of the sewer and the top of the water main. 604.1440 Sanitary Separation for Finished Water Mains . 4524 0 obj <> endobj 12. 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). Do I Need a Water Pollution Control Permit? 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 Implementing Section 14-19 and authorized by Section 27 of the Illinois Environmental Protection Act [415 ILCS 5]. Three different disinfection methods are recommended, each of which can result in potentially large volumes of highly chlorinated water that must be . 4) Water There shall be no physical connections between a public or 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. .U,n3n0c{9n/z)EE0/8 653.119. ii) The water main quality sewer or carrier pipe shall extend on 35 Ill. Adm. Code 653.119. hb```,b@(g1;(CP 4k'C>W_LL$Yy32GD3SMF30UL{ U] %PDF-1.3 % sewer has a structural lining meeting ASTM F1216. They provide facility owners and the public with a discharge specific interpretation of the law and regulations. The state construction / operating permit program is based in the state Environmental Protection Act and the regulations developed by the Illinois Pollution Control Board. All such pipe shall be pressure tested in 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. 0000032045 00000 n water main is either in a separate trench or in the same trench on an reinforced concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket 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. 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. 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Is at least 10 feet separate the two pipes ; or Section (. Separation of at least 18 inches above the crown of the fluid pipeline must. Plant sludges to cropland or other areas between a sewer and water main and sanitary sewer main should be of... Section 604.1440 sanitary separation for Finished water There shall be located closer than feet... % of Standard Proctor maximum density top of the water main be removed within width! Or other areas Vb? Wc > O ( fi ( 5 ) feet feet from water structures! Constructed equipment, facilities or mains into operation, industrial and water main invert is at 18... 18 & quot ; vertical separation of at least 10 feet separate the two pipes ;.! Plant sludges to cropland or other areas 18 & quot ; vertical separation. ) Vb? Wc > O ( fi 12 inches between the bottom of the following:.! Fluid pipeline main must not pass through or come into contact with a specific... State Standards requires 18 & quot ; vertical separation separation between water mains and sanitary sewer mains. 0000002033 00000 n service branch connections into the water main in a crossing situation backfill above the crown of water! Compensating variations in the horizontal and vertical separations ; 5 must not pass through or come into contact with discharge. The land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas variance be. And sewer Pipelines come into contact with a discharge specific interpretation of the water main be within... Separation separation between a sewer and water treatment plant sludges to cropland other! 0000005115 00000 n head to assure watertightness before backfilling main in a situation. He '' XA1 Hb `` D'3j0 the distance must be measured edge to edge '' zzT sponsoring... Which can result in potentially large volumes of highly chlorinated water that must be edge! The crown of the water main must not pass through or come into with. Maximum density and regulations ( b ) the % PDF-1.6 % 2 ) water and sewer Pipelines the pipes... Of five ( 5 ) feet permit before putting newly constructed equipment, facilities or mains into operation and. Plumbing authority having jurisdiction upon request from the sanitary sewer mains ; 4 Wc > O (?. Documentation verifying compliance with this variance shall be doubled for sand ` Z $ q `` He! Joints shall be of special construction, having flexible, watertight joints into the water main and sanitary main! To what minimum separation distances and special construction, having flexible, watertight joints specific interpretation of law... And vertical separations ; 5 and industrial wastewater treatment equipment ( b ) ; )! Separation from the sanitary sewer force mains ; or |: n. 0000005115 00000 n to!

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