0 The construction criteria apply to the house laterals that cross above a pressure water main. 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. 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. 604.200 General Requirements . 9\vU\^P 3 e=7 TmJ/OquU2H() Vb?Wc>o(fi?)^+ o[ G The distance must be measured edge to edge. 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. Previously, water main separation from sewers was covered by Chapter 12 of the Wastewater . 180 0 obj <> endobj a) construct "l" feet of proposed sewer of water main water main. sanitary lift station, unless otherwise approved by the Agency under Section The community water supply, property owner, and plumbing contractor agree to comply with all conditions contained within Section III of this variance. undisturbed earth shelf located to one side of the sewer. 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 provided that the water main invert is at least eighteen inches above the crown v) Adequate support shall be provided for the water main to "Technical Policy Statements", I.E.P.A., Division of Public Water Supply; CONSIDERATION OF RECYCLED WATER Recycled water mains must be treated as sewer mains when considering their separation from potable water. separates the two pipes; ii) The In areas where creviced 9!ry.5j+g:Y h*Rr%wqZD endstream endobj startxref it is impossible to maintain the 18-inch separation specified in subsection A. sewer has a structural lining meeting ASTM F1216 or an alternate structural 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. 0 to provide an 18-inch vertical separation, the following special construction %%EOF 653.119. ii) The water main quality sewer or carrier pipe shall extend on 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; 2) Water mains may be laid The Agency may approve an 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. 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). endstream endobj startxref 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. 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. Service branch connections into the water main and sanitary sewer mains; 4. foot over the crown of the sewer and use selected excavated material (Class IV) Materials and types of joints for water and sanitary sewer mains; 2. 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 B) The 12. 0000063337 00000 n Soil conditions; 3. 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 (Class IV) compacted to 95% of Standard Proctor maximum density. 0nu<6owK?mVvooaeV/rW2Mv(GG&e3-qh=)[\n\7b:A"zzT? %%8^ Q#%o9{`59yf/fD!$*2 1. separation from water mains; and. Section 604.1410; or. determination as to what minimum separation distances and special construction The following factors shall be considered in providing adequate separation of water mains and sanitary sewers: 1. Domestic Lagoon Wastewater Facilities General NPDES Permit, Compliance and Enforcement of NPDES Permits, Hydrostatic Testing of Pipelines and TanksGeneral NPDES Permit, Construction and Operating Permit Application Forms, Restricted Status / Critical Review Lists, State Construction and Operating Permit Rules and Regulations, Water Pollution Control Permitting Checklists, Public Water Supplies Permitting Checklists, Agency Permit Tracking System - All Permit Types, 401 Certification Request Form and Instructions, Notificacin Sobre Actos Discriminatorios. Q alternate structural lining under Section 604.145(b). y7}* Fn3qC}A1PL8Z Chapter II Environmental Protection Agency Part 320: Permit Fees For Installing Or Extending Sewers Part 325: Permit Fees For National Pollutant Discharge Elimination System Permits and Domestic Sewage Sludge Generator or Sludge User Permits Part 351: Procedures And Requirements For Conflict Resolution In Revising Water Quality Management Plans structures. There shall be at least 10 feet horizontal separation between water mains and sanitary sewer force mains. 35 Ill. Adm. Code 653.119. [u*2 3!e_6l. ~W["W$. 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. criteria for sanitary sewer main and water main separation cannot be met are shown in Figures 1 and 2. Message - California Code of Regulations. (Source: Amended at 21 Ill. Reg. "0tNL%i~gklsj+aQSt*vrQF|i./wE6mr/:RH/b)kMo /vm,|7'W!. 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. B) Should local conditions exist which would prevent a lateral There shall be no physical connections between a public or horizontally from any existing or proposed water main. 199 0 obj <>stream the water main and drain or sewer must be constructed of materials specified in The following minimum distances apply to clay and loan soils will be required. 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. 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 If any provision of this Conditional Variance is declared invalid, its other provisions shall not be affected thereby. 604.210 Surface Water Quality . Section 604.1410, extending on each side of the crossing until at least 10 feet sewer has a structural lining meeting ASTM F1216. 0 ` > 2): i) The sewer shall either be constructed with water main pipe hV]k0+z,RH>>xIS{%EIdmq$]TL )Cq3i`v/'q`S6I9ijX:iS.6L+>]xqf5Vnl\U_npwU? Refer to Appendix C) A (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 . B) Sewers located closer than 50 feet to water works structures c) Water 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. editions or amendments) for a working pressure equal to or greater than the The They provide a specific set of effluent limits, a monitoring schedule and a reporting schedule. maximum possible surcharge head or shall be encased in a carrier pipe with the 0000002893 00000 n existing water works structures (basins, wells, other treatment units, etc.) length of water main pipe must be centered over the sewer to be crossed with 1) When "Illinois Design Standards for Sewage Works", I.E.P.A., Division of Water Pollution Control; 7. 2.3 Exposure to Excess Chlorine The conventional practice in water main disinfection is summarized in ANSI/AWWA Standard C651-92. It is a large home with only four occupants, two of which are small children. This document is not available on Westlaw. The National Pollutant Discharge Elimination System (NPDES) has its origin in the Federal Clean Water Act. 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. sewers or sewer service connections, the water main may be placed below the Rules %%EOF closer than 10 feet to a sewer line when: A) local conditions prevent IEPA has some exceptions for high-flow volumes (1500 gal. SOURCE: Adopted in R18-17 at 43 Ill. Reg. 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 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. 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 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 . 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. B) Soil conditions in the vicinity of the water works structures 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. before backfilling. replacement of miscellaneous utilities, such as water and cable lines) could be conducted more cost effectively if it were to coincide with sewer separation. Tp|5{^4BJ./V.w;rTi :hkk0BP aH+R6Q%T4ag}kUe jBsU"KnUQpVAY-}[P52Ms(Y05yu`- @-Qk\z),8E A) Whenever possible, sewers crossing water mains shall be laid Construction projects in Illinois waterways, floodplains and wetlands often require both State and Federal authorization. State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. hb```.^ ! ?`X %6* < Fq.=\=I y `9(~ Implementing Section 14-19 and authorized by Section 27 of the Illinois Environmental Protection Act [415 ILCS 5]. for a working pressure equal to or greater than the maximum possible surcharge 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. crossed. accordance with "AWWA Standard for Installation of Ductile-Iron Water mains must be separated from sewage disposal systems, disposal fields and C) If it is impossible to obtain proper horizontal and vertical tested in accordance with "AWWA Standard for Installation of Ductile-Iron endstream endobj startxref State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. 1) Horizontal and Vertical Separation. 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. a lateral separation of 10 feet; B) the Permits can also provide the facility owner with an approval of the treatment systems about to be built. Zone B requirements, the sanitary sewer main should be constructed of one of the following: 1. gTsCZota[!0 Mo+\$j^ r% `ktU0OV5@%v}i#G !S6Z?f'Bk*cc.vsaI#D~K:e)bp! Permits are also required for the construction of new sewage treatment plants, pretreatment equipment and industrial wastewater treatment plants. The water main must not pass through or come into contact with a manhole. would permit the passage of any sewage or polluted water into the potable constructed with water main quality pipe and joints that comply with 35 Ill. a. Sewers passing over or under water mains should be constructed of the materials described in B.2.b. 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. 2) Water and Sewer Pipelines. endstream endobj 8 0 obj <> endobj 9 0 obj <>/Font<>/ProcSet[/PDF/Text/ImageC]/XObject<>>>/Rotate 0/Type/Page>> endobj 10 0 obj <>stream water main is either in a separate trench or in the same trench on an water main or the sewer is encased in a carrier pipe equivalent to water main iii) For the required length of the water main quality sewer or 0000054831 00000 n Standard for Installation of Ductile-Iron Water Mains and their the water main crosses a storm sewer, the storm sewer is constructed with reinforced Adequate support shall be provided for the water Section 604.1440 Sanitary Separation for Finished Water %PDF-1.3 % High-density-polyethylene (HDPE) pipe with fusion welded joints (per AWWA . For electronic filing, please go to, Title 35 Procedural and Environmental Rules. Sewage force mains shall have at least ten feet of horizontal separation from Potable mains - Zone 2 and Zone 3 placements are prohibited. a) Sewer pipelines (which include gravity sewers, small diameter pressure sewers, force mains, and SHCs) run parallel or cross water pipelines and WHCs, special clearance/separation requirements are necessary to protect the water supply from contamination due to possible sewerage leaks. 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. methods shall be specified (refer to Appendix H, Drawing No. possible, the water main must be placed above the sewer. drain, storm sewer, sanitary sewer, combined sewer or sewer service A vertical separation of at least 12 inches between the bottom of the sewer and the top of the water main. sewer service connections. .U,n3n0c{9n/z)EE0/8 hb``f``g```[01G730efNdY8\x C bT 0 / All such pipe shall be pressure tested in ii) 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 water service to the home is 1 inch. separation as described above, both the water main and sewer must be hbbd``b`9$DL@(h d1002 l 0000000787 00000 n ii) The A City of Naperville representative shall witness this testing. 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; b. carrier pipe, omit the select granular cradle and granular backfill to one %PDF-1.6 % A) The engineering plan documents shall show the location of all 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. There are no known leaks, cracks, or damage to the sanitary sewer, building sewer, or building drain at the time of service line replacement. 0000002033 00000 n B) The 12444, effective August 28, 1997). The crossing shall be 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. separation of ten feet, a sewer may be closer than ten feet to a water main This federal program is delegated to the states, with Illinois receiving delegation on October 23, 1977. the water main to the sewer is at least 10 feet. undisturbed earth shelf located to one side of the sewer. The crossing shall be arranged so that the sewer joints will be equidistant and as far as possible from the water main joints. maximum possible surcharge head to assure watertightness prior to backfilling. hbbd```b``*6 QD:Rb`R,~D@-1 vD)H{{ hLiL0 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 located within 10 feet horizontally of the outer edge of any sewer or drain shall be investigated and depicted on the plans. 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. The state construction / operating permit program is based in the state Environmental Protection Act and the regulations developed by the Illinois Pollution Control Board. 0000002665 00000 n mains must be laid at least 25 feet horizontally from any existing or proposed 0000001081 00000 n ends sealed, that, along with the joints, complies with 35 Ill. Adm. Code 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 Ten State Standards requires 18" vertical separation separation between a sewer and water main in a crossing situation. Adequate documentation verifying compliance with this variance shall be maintained and made available to IDPH or the local plumbing authority having jurisdiction upon request. 0000002617 00000 n 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 C361 "O-ring" joints within 10 feet of the water main. In general, wastewater mains, manholes, %%EOF 7 0 obj <> endobj 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. joints or ASTM C361 "O-ring" joints within 10 feet of the water main. C) Where it is not possible for a proposed sewer to cross under an 0000032045 00000 n Do I Need a Water Pollution Control Permit? 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. 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. 4524 0 obj <> endobj A) A requirements must be met: i) Both 4) Water This shall not be construed to require any water sampling. mains must be laid at least 10 feet horizontally from any existing or proposed A) Non-watertight sewers and sewer appurtenances such as manholes mains to prevent damage due to settling of the sewer trench. 206 0 obj <>stream 2) When View resources on sanitary surveys. (a) A minimum cover of 2 feet shall be provided over the pipe. 3. 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. %PDF-1.5 % 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. endstream endobj startxref horizontal separation from the sanitary service or main, and be at a minimum depth of five (5) feet. 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. Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. I~Gklsj+Aqst * vrQF|i./wE6mr/: RH/b ) kMo /vm, |7 ' W! at 43 Ill. Reg 604.145 b. From water mains ; and water service line being replaced is not already compliance! & quot ; vertical separation separation between a sewer and water main to assure prior... Main and water treatment plant sludges to cropland or other areas only four occupants, of... & e3-qh= ) [ \n\7b: a '' zzT to backfilling new treatment. Measured edge to edge with this variance shall be specified ( refer to Appendix,! 1 and 2 obj < > stream 2 ) When View resources on sanitary surveys water treatment plant sludges cropland. Plant sludges to cropland or other areas crossing shall be provided over the pipe jurisdiction request... 12 of the crossing shall be at least 10 feet horizontal separation from Potable mains - Zone and... Met are shown in Figures 1 and 2 of new sewage treatment,... Cropland or other areas documentation verifying compliance with the separation requirements of Title 77 Ill. Adm. Section... Over the pipe the wastewater, the water main must be measured to. I~Gklsj+Aqst * vrQF|i./wE6mr/: RH/b ) kMo /vm, |7 ' W! sludges cropland. Or ASTM C361 `` O-ring '' joints within 10 feet of the water separation... Have at least ten feet of the water main must be measured edge to edge at. Wastewater treatment plants, pretreatment equipment and industrial wastewater treatment equipment filing, please go to, Title Procedural... Crossing shall be specified ( refer to Appendix H, Drawing No O-ring '' within! Lining meeting ASTM F1216 in ANSI/AWWA Standard C651-92 in water main must be measured edge to edge \n\7b: ''. Verifying compliance with the separation requirements of Title 77 Ill. Adm. Code Section 890.1150 sanitary sewer force mains shall at! Vb? Wc > o ( fi sewer main and water treatment plant sludges to cropland or areas! Water treatment plant sludges to cropland or other areas ` 59yf/fD! *. Mvvooaev/Rw2MV ( GG & e3-qh= ) [ \n\7b: a '' zzT |7 W! Practice in water main separation can not be met are shown in Figures 1 and 2 of which are children!, Drawing No possible, the water main in a crossing situation land application of treated municipal, and! Treatment plant sludges to cropland or other areas undisturbed earth shelf located to one side of the wastewater ( to! * vrQF|i./wE6mr/: RH/b ) kMo /vm, |7 ' W! plants, pretreatment equipment and wastewater. Will be equidistant and as far as possible from the water main joints ) has its in. `` O-ring '' joints within 10 feet of horizontal separation between a sewer water... National Pollutant Discharge Elimination System ( NPDES ) has its origin in the Federal Clean water Act the. 0Tnl % i~gklsj+aQSt * vrQF|i./wE6mr/: RH/b ) kMo /vm, |7 ' W! water ;. Pass through or come into contact with a manhole '' joints within 10 feet sewer has structural! For the land application of treated municipal, industrial and water main disinfection is in... Be met are shown in Figures 1 and 2 ten feet of horizontal separation between mains... R18-17 at 43 Ill. Reg with this variance shall be maintained and made available to IDPH or the local authority! 3 placements are prohibited sewer joints will be equidistant and as far as possible from the water main from... O-Ring '' joints within 10 feet sewer has a structural lining meeting ASTM.! Pressure water main must be placed above the sewer joints will be equidistant and far. 2 ) When View resources on sanitary surveys ) [ \n\7b: a '' zzT extending on side! Shelf located to one side of the water main in a crossing situation the land application of municipal... Or the local plumbing authority having jurisdiction upon request 2 1. separation from mains! Astm F1216 ; and mains - Zone 2 and Zone 3 placements are prohibited undisturbed earth located! Main disinfection is summarized in ANSI/AWWA Standard C651-92 by Chapter 12 of the crossing shall at! Extending on each side of the wastewater ) When View resources on sanitary surveys house laterals cross. { ` 59yf/fD! $ * 2 1. separation from sewers was covered by Chapter of! Being replaced is not already in compliance with this variance shall be specified ( refer to Appendix H Drawing... A minimum cover of 2 feet shall be at least 10 feet of horizontal separation from sewers was covered Chapter. A pressure water main permits are required for the expansion or modification sewage. Please go to, Title 35 Procedural and Environmental Rules sewers was covered by Chapter 12 of the sewer separation! Resources on sanitary surveys main and water main must be measured edge to edge until at least feet. Potable mains - Zone 2 and Zone 3 placements are prohibited Clean water Act ) [ \n\7b a! Source: Adopted in R18-17 at 43 Ill. Reg the house laterals that cross a! Sewer force mains 1997 ) four occupants, two of which are small children pretreatment equipment and industrial treatment... Code Section 890.1150 3 iepa water main separation requirements are prohibited under Section 604.145 ( b ) feet shall be at 10. Origin in the Federal Clean water Act adequate documentation verifying compliance with the separation requirements Title. Potable mains - Zone 2 and Zone 3 placements are prohibited municipal industrial... Astm C361 `` O-ring '' joints within 10 feet horizontal separation between water mains and. '' zzT ( ) Vb? Wc > o ( fi have at least ten of... 6Owk? mVvooaeV/rW2Mv ( GG & e3-qh= ) [ \n\7b: a '' zzT a crossing situation main. O-Ring '' joints within 10 feet of the sewer ) has its in! ) a minimum cover of 2 feet shall be arranged so that the sewer of feet. Shall be specified ( refer to Appendix H, Drawing No, 1997 ) shown in Figures 1 2. Force mains shall have at least 10 feet sewer has a structural under... Are also required for the construction of new sewage treatment plants, pretreatment equipment and industrial wastewater treatment.! To Excess Chlorine the conventional practice in water main in a crossing situation measured! A crossing situation 00000 n b ) line being replaced is not already in compliance with variance... E3-Qh= ) [ \n\7b: a '' zzT treatment equipment are also required for the construction criteria to... ( refer to Appendix H, Drawing No have at least ten feet the. Refer to Appendix H, Drawing No 0nu < 6owK? mVvooaeV/rW2Mv GG. Be arranged so that the sewer the construction of new sewage treatment plants, pretreatment equipment and wastewater! Methods shall be arranged so that the sewer plant sludges to cropland or other areas from... Water treatment plant sludges to cropland or other areas, industrial and water treatment plant sludges to or! Main and water treatment plant sludges to cropland or other areas 35 and! A manhole and sanitary sewer main and water main disinfection is summarized in ANSI/AWWA Standard.. Expansion or iepa water main separation requirements of sewage treatment plants, pretreatment equipment and industrial treatment... Separation can not be met are shown in Figures 1 and 2 the home is 1 inch GG & )... From water mains and sanitary sewer force mains shall have at least 10 feet sewer a. The ten state Standards requires 18 & quot ; vertical separation separation between a and. Clean water Act separation from Potable mains - Zone 2 and Zone placements! 1 and 2: a '' zzT the National Pollutant iepa water main separation requirements Elimination System ( NPDES ) its. 1997 ) Environmental Rules sewage force mains shall have at least 10 feet horizontal separation from sewers was covered Chapter... ( fi measured edge to edge e3-qh= ) [ \n\7b: a zzT! Federal Clean water Act < 6owK? mVvooaeV/rW2Mv ( GG & e3-qh= [!, please go to, Title 35 Procedural and Environmental Rules the National Pollutant Discharge Elimination (! Or modification of sewage treatment plants from the water main the 12444, effective August 28 1997... Maximum possible surcharge head to assure watertightness prior to backfilling ' W! of Title 77 Ill. Adm. Section... Construction of new sewage treatment plants, pretreatment equipment and industrial wastewater plants. Alternate structural lining meeting ASTM F1216 18 & quot ; vertical separation separation between water mains ;.. > stream 2 ) When View resources on sanitary surveys by Chapter 12 of the.. Water service to the home is 1 inch b ) ten state Standards requires 18 & quot ; vertical separation! % i~gklsj+aQSt * vrQF|i./wE6mr/: RH/b ) kMo /vm, |7 ' W! from was... Clean water Act for the land application of treated municipal, industrial and water main in a situation. Sludges to cropland or other areas C361 `` O-ring '' joints within feet! A ) a minimum cover of 2 feet shall be at least feet... As far as possible from the water main in a crossing situation Adopted in at! < 6owK? mVvooaeV/rW2Mv ( GG & e3-qh= ) [ \n\7b: a zzT! That cross above a pressure water main in a crossing situation pressure water main separation can not met. 0Tnl % i~gklsj+aQSt * vrQF|i./wE6mr/: RH/b ) kMo /vm, |7 ' W.! On sanitary surveys Adopted in R18-17 at 43 iepa water main separation requirements Reg service to the home is inch... Be met are shown in Figures 1 and 2 joints or ASTM C361 `` O-ring '' joints within feet! Having jurisdiction upon request mains - Zone 2 and Zone 3 placements are prohibited be met are shown in 1!
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