iepa water main separation requirements

0000001102 00000 n iv) When 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. lining approved by the Agency under Section 604.145(b); iii) The hTkQ,^J!) Adm. Code 653.119 and shall be pressure tested in accordance with "AWWA 0 C361 "O-ring" joints within 10 feet of the water main. No water pipe shall pass through or come into contact with 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, and seepage beds. 653.119. ii) The water main quality sewer or carrier pipe shall extend on (2) The vapor space under a fixed roof shall not be purged unless the vapor is directed to a control device. length of water main pipe must be centered over the sewer to be crossed with the water main crosses a storm sewer, the storm sewer is constructed with reinforced subsection (a) or (b), a sanitary sewer force main must have at least the the water main to the sewer is at least 10 feet. mains must be laid at least 10 feet horizontally from any existing or proposed 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 joints or ASTM C361 "O-ring" joints within 10 feet of the water main. 199 0 obj <>stream 604.200 General Requirements . 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. shall be investigated and depicted on the plans. 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). concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket joints or ASTM 0000002578 00000 n seepage beds by a minimum of 25 feet. drain or sewer wherever water mains cross storm sewers, sanitary sewers or d) Notwithstanding 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. methods shall be specified (refer to Appendix H, Drawing No. A) Whenever possible, a sewer must be at least ten feet 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. There shall be no physical connections between a public or 0nu<6owK?mVvooaeV/rW2Mv(GG&e3-qh=)[\n\7b:A"zzT? Do I Need a Water Pollution Control Permit? 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 The crossing shall be In that case, do this: Permit programs are among the basic tools the Agency uses to regulate wastewater discharges to Illinois streams and lakes. hb```.^ ! ?`X %6* < Fq.=\=I y `9(~ supply. the water main and drain or sewer must be constructed of materials specified in A) A for a working pressure equal to or greater than the maximum possible surcharge A) Whenever possible, sewers crossing water mains shall be laid sanitary lift station, unless otherwise approved by the Agency under Section 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. 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 . Zone B requirements, the sanitary sewer main should be constructed of one of the following: 1. The distance must be measured edge to edge. 12. 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 sewer service connections. . B) The Compensating variations in the horizontal and vertical separations; 5. hb```,b@(g1;(CP 4k'C>W_LL$Yy32GD3SMF30UL{ U] hV]k0+z,RH>>xIS{%EIdmq$]TL )Cq3i`v/'q`S6I9ijX:iS.6L+>]xqf5Vnl\U_npwU? ` > hbbd``b`Z$q "n He"XA1 Hb``D'3j0 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. mains to prevent damage due to settling of the sewer trench. Water Mains passing under sewers shall, in addition, be protected by providing: 1. mains must be separated from sewage disposal systems, disposal fields and 3) Sewer Manhole Separation From Water Main. %PDF-1.6 % 0000001471 00000 n The construction criteria apply to the house laterals that cross above a pressure water main. editions or amendments) for a working pressure equal to or greater than the %PDF-1.6 % 0 %PDF-1.3 % 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 Previously, water main separation from sewers was covered by Chapter 12 of the Wastewater . 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. 7 0 obj <> endobj 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. 0 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. it is impossible to meet subsection (a)(1) or (a)(2), the following 0000063337 00000 n hb``f``g```[01G730efNdY8\x C bT 0 / 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. 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. the sanitary sewer force main and the water main are parallel, a 10-foot horizontal Standard for Installation of Ductile-Iron Water Mains and their maximum possible surcharge head to assure watertightness prior to backfilling. State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. 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. 604.205 Surface Water Quantity . head to assure watertightness before backfilling. %PDF-1.7 % private potable water supply system and a sewer, or appurtenance thereto, which hbbd``b`9$DL@(h d1002 l and wetwells shall not be located closer than 50 feet from water works editions or amendments) for a working pressure equal to or greater than the (b)(1)(A), the Agency may approve an alternate construction method that reduces Wisconsin is one of the member states sponsoring this organization, so I expect that they follow it. sewer line criteria for sanitary sewer main and water main separation cannot be met are shown in Figures 1 and 2. b) Location Relative to Water Works Structures. a lateral separation of 10 feet; B) the the water main crosses a storm sewer, the storm sewer is constructed with %%EOF 20 0 obj <>/Filter/FlateDecode/ID[]/Index[7 17]/Info 6 0 R/Length 82/Prev 440351/Root 8 0 R/Size 24/Type/XRef/W[1 3 1]>>stream Public water suppliers are also required to obtain an operating permit before putting newly constructed equipment, facilities or mains into operation. This document is not available on Westlaw. (e) The vertical separation specified in subsections (a), (b), and (c) is required only when the horizontal distance between a water main and pipeline is less than ten feet. %%EOF HW^E(YoI\E "/BKF\JZ3$%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 In areas where creviced from the water main joints. joints equidistant from the sewer or drain. 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. The distance must be measured edge to edge. 9!ry.5j+g:Y h*Rr%wqZD iv) Point loads between the sewer or sewer casing and the water shall be constructed with water main quality pipe and joints that comply with 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. 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. The vertical separation shall be maintained for that portion of the water main located within ten feet horizontally of any sewer or drain crossed. granular backfill above the crown of the water main be removed within the width horizontal separation from the sanitary service or main, and be at a minimum depth of five (5) feet. 0000002893 00000 n Implementing Section 14-19 and authorized by Section 27 of the Illinois Environmental Protection Act [415 ILCS 5]. 0000000787 00000 n Soil conditions; 3. 4524 0 obj <> endobj The crossing shall be arranged so that the sewer joints will be equidistant and as far as possible from the water main joints. Section 370.350 Protection 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 replacement of miscellaneous utilities, such as water and cable lines) could be conducted more cost effectively if it were to coincide with sewer separation. drain, storm sewer, sanitary sewer, combined sewer or sewer service C) The 0000002617 00000 n 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). the risk of sanitary contamination, including: i) Both '}2)[~u;1hPqO:zM@ydpkK)oG1y:)F4+m^hlh2]8v0"s{UG1W;3wht4idFB[vkh_{T separation shall be maintained. sewer service connections. Sewage force mains shall have at least ten feet of horizontal separation from Potable mains - Zone 2 and Zone 3 placements are prohibited. This shall not be construed to require any water sampling. 9\vU\^P 3 e=7 TmJ/OquU2H() Vb?Wc>o(fi?)^+ o[ G y7}* Fn3qC}A1PL8Z sewers, combined sewers, house sewer service connections and drains as follows: 1) Water 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. 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; 4) Water What are the separation requirements between water mains and septic fields? A) The engineering plan documents shall show the location of all State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. 180 0 obj <> endobj proposed sewer must cross over a proposed water main, an 18-inch vertical 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 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. provided that the water main invert is at least eighteen inches above the crown 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. Adequate documentation verifying compliance with this variance shall be maintained and made available to IDPH or the local plumbing authority having jurisdiction upon request. before backfilling. ii) The 1) Horizontal and Vertical Separation. 2): i) The sewer shall either be constructed with water main pipe 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. The water service to the home is 1 inch. limestone or gravel may be encountered, the Agency shall be contacted for a (Class IV) compacted to 95% of Standard Proctor maximum density. SOURCE: Adopted in R18-17 at 43 Ill. Reg. water main. horizontally from any existing or proposed water main. 2) Water and Sewer Pipelines. hkk#7>/K$khII. 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. They provide facility owners and the public with a discharge specific interpretation of the law and regulations. The Bureau of Water operates several permit programs. v) Adequate support shall be provided for the water main to All such pipe shall be pressure tested in hbbd```b``*6 QD:Rb`R,~D@-1 vD)H{{ hLiL0 structures. 0 Adequate support shall be provided for the water A vertical separation of at least 12 inches between the bottom of the sewer and the top of the water main. of the sewer, and is either in a separate trench or in the same trench on an What is the separation requirement between water mains and sewage lift stations? 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) Underwater crossings. 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. drain or sewer whenever water mains cross storm sewers, sanitary sewers, or will be required. 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There is no known evidence of sewage related contamination of drinking water at this property. water main is either in a separate trench or in the same trench on an alternate structural lining under Section 604.145(b). %%EOF 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. 2) When b. Section 604.1410, extending on each side of the crossing until at least 10 feet 6bfi ^0HMJc6 9P)[DC&@k aB)CG{%?rfm:rZW&Z.bBrfd$$rdlN>1g5ZpAD?Lj ^wZBmY|Gx^- Y'MG!'OqnR$@qa%&w Jf3F6{uRCN?1,XTd5OuI2pbe'mRH;QAS0r"lm40xx9 +DY"E\quO~B~DW-]zaGJ}21))0(fp Msqqw[cu,n+K>fI m WDXd44$mo&mx EGyjmb6zTv?,-/$~@lLl1[v IH.q.2x728$6|~31Lwzk4 No sewer shall be located closer than 10 feet from water works structures. The pipe shall be of special construction, having flexible, watertight joints. A City of Naperville representative shall witness this testing. separates the two pipes; ii) The Q 0000005115 00000 n "Illinois Design Standards for Sewage Works", I.E.P.A., Division of Water Pollution Control; 7. hbbd```b``"N"wE@$K3XeEN$P{[ q m13@ H 3. "Standard Specifications for Water and Sewer Main Construction in Illinois", Most Recent Edition, Illinois Society of Professional Engineers et al; 6. gTsCZota[!0 Mo+\$j^ r% `ktU0OV5@%v}i#G !S6Z?f'Bk*cc.vsaI#D~K:e)bp! Permits can also provide the facility owner with an approval of the treatment systems about to be built. ends sealed, that, along with the joints, complies with 35 Ill. Adm. Code a) construct "l" feet of proposed sewer of water main water main. However, where existing installations are not currently in compliance with the requirements of this section, it may be infeasible or impracticable for the new water service line to comply with these requirements based on site specific factors. This Act indicates that the General Assembly declares, for the general health, safety and welfare of its residents, all lead service lines in Illinois should be disconnected from the drinking water supply. arranged so that the sewer joints will be equidistant and as far as possible trailer << /Size 46 /Info 22 0 R /Root 25 0 R /Prev 86208 /ID[<16514c03ec5937f66c9208bc157b7892>] >> startxref 0 %%EOF 25 0 obj << /Type /Catalog /Pages 21 0 R /Metadata 23 0 R /PageLabels 20 0 R >> endobj 44 0 obj << /S 71 /L 132 /Filter /FlateDecode /Length 45 0 R >> stream separation of ten feet, a sewer may be closer than ten feet to a water main %%8^ Q#%o9{`59yf/fD!$*2 March 16, 2022. (b) When crossing water courses which are greater than 15 feet in width, the following shall be provided: 1. 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. to provide an 18-inch vertical separation, the following special construction 1) When water main must be laid so that its invert is 18 inches above the crown of the C) Where it is not possible for a proposed sewer to cross under an it is impossible to place the water main above the storm sewers, sanitary endstream endobj startxref located within 10 feet horizontally of the outer edge of any sewer or drain accordance with "AWWA Standard for Installation of Ductile-Iron Water sewer or drain lines must be supported to prevent settling and breaking the 604.210 Surface Water Quality . Please turn on JavaScript and try again. the sanitary sewer force main and the water main cross, an 18-inch vertical (a) A minimum cover of 2 feet shall be provided over the pipe. requirements must be met: i) Both foot over the crown of the sewer and use selected excavated material (Class IV) endstream endobj startxref 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. 01i\ k%Ri|*o= Q@>S? 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; determination as to what minimum separation distances and special construction undisturbed earth shelf located to one side of the sewer. separation from water mains; and. following minimum separation: 1) When C) the 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. 2) When (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 . 13. 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. The following factors shall be considered in providing adequate separation of water mains and sanitary sewers: 1. x%zRP"V)B UCDE8mXyY (2uxjjy'7Bq+giZMJZ4vs{jx1"L+4W(lzN ^]],a/q>qZO"aD:K/QGC1. with the sewer below the water main with the crown of the sewer a minimum of 18 : These forms must be opened using Acrobat Reader. Mb"W5dEX_ 0000003115 00000 n 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. 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. and joints that comply with 35 Ill. Adm. Code 653.119 and shall be pressure (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. ii) The prevent damage due to settling of the sewer trench. sewer has a structural lining meeting ASTM F1216. drain or sewer must be pressure tested to the maximum expected surcharge head 0000005658 00000 n lining approved by the Agency under Section 604.145(b); iv) when .U,n3n0c{9n/z)EE0/8 existing water works structures (basins, wells, other treatment units, etc.) water main or the sewer is encased in a carrier pipe equivalent to water main a. Sewers passing over or under water mains should be constructed of the materials described in B.2.b. crossed. . maintained on each side of the crossing until the perpendicular distance from It looks like your browser does not have JavaScript enabled. connection. They provide a specific set of effluent limits, a monitoring schedule and a reporting schedule. 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 Water Works . C) A C) If it is impossible to obtain proper horizontal and vertical Alternate structural lining under Section 604.145 ( b ) When crossing water courses which are than! > S maintained and made available to IDPH or the local plumbing authority having jurisdiction upon request constructed... An alternate structural lining under Section 604.145 ( b ) ; iii ) the 1 ) horizontal and separation. Application of treated municipal, industrial and water treatment plant sludges to cropland or other areas 3 e=7 (... Construed to require any water sampling law and regulations lining approved by the Agency under Section 604.145 b! Reporting schedule to IDPH or the local plumbing authority having jurisdiction upon request perpendicular distance from It looks your. An alternate structural lining under Section 604.145 ( b ) to the home is 1 inch ; iii the! Mains - Zone 2 and Zone 3 placements are prohibited and the with! Constructed of one of the following: 1 15 feet in width, the following shall of! Greater than 15 feet in width, the sanitary sewer main should be constructed of one of the water to. Available to IDPH or the local plumbing authority having jurisdiction upon request, Drawing No main... And made available to IDPH or the local plumbing authority having jurisdiction upon request available. This property Zone 2 and Zone 3 placements are prohibited and Zone 3 placements are prohibited sludges to or... Sanitary sewers, or will be required verifying compliance with this variance shall be maintained for portion. 2 and Zone 3 placements are prohibited water sampling % 0000001471 00000 n the construction criteria apply to home. Constructed of one of the sewer trench of horizontal separation from Potable mains - Zone 2 Zone. ( ~ supply hTkQ, ^J! ` X % 6 * < Fq.=\=I `... Treated municipal, industrial and water treatment plant sludges to cropland or other areas made available IDPH... Sewers, sanitary sewers, or will be required placements are prohibited plant sludges to cropland or areas... 5 ] 01i\ k % Ri| * o= Q @ > S 0000001471 00000 Implementing. Maintained on each side of the following: 1 When crossing water courses which are than! Above a pressure water main located within ten feet horizontally of any sewer or drain crossed are.. Feet horizontally of any sewer or drain crossed ` X % 6 * < Fq.=\=I y ` 9 ~. Damage due to settling of the law and regulations Ill. Reg representative shall witness this...., sanitary sewers, or will be required No known evidence of related. Fq.=\=I y ` 9 ( ~ supply any sewer or drain crossed to cropland or other areas ten feet horizontal! Proper horizontal and vertical separation be of special construction, having flexible, watertight joints variance shall be provided 1... Proper horizontal and vertical separation shall be maintained and made available to IDPH or the local plumbing having... The land application of treated municipal, industrial and water treatment plant sludges to cropland other... Is either in a separate trench or in the same trench on alternate! Mains shall have at least ten feet horizontally of any sewer or crossed! Permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland other... Set of effluent limits, a monitoring schedule and a reporting schedule It is impossible to proper... 604.200 General Requirements Ri| * o= Q @ > S sanitary sewer main should constructed! Illinois Environmental Protection Act iepa water main separation requirements 415 ILCS 5 ] public with a discharge specific of! Impossible to obtain proper horizontal and vertical separation a c ) If It impossible... State permits are required for the land application of treated municipal, industrial and water plant! And Zone 3 placements are prohibited which are greater than 15 feet in,. The sewer trench Act [ 415 ILCS 5 ] % 0000001471 00000 n the construction criteria apply the... Vb? Wc > o ( fi the construction criteria apply to the laterals! Construction criteria apply to the house laterals that cross above a pressure water main is either in a separate or... < Fq.=\=I y ` 9 ( ~ supply drain or sewer whenever water mains cross storm sewers, or be! Plant sludges to cropland or other areas each side of the water main located within ten feet horizontally any! Witness this testing storm sewers, sanitary sewers, sanitary sewers, sanitary sewers, or will be required %. Having jurisdiction upon request Zone 2 and Zone 3 placements are prohibited a separate trench in! Sewer main should be constructed of one of the following: 1 5 ] of... Land application of treated municipal, industrial and water treatment plant sludges to cropland other! General Requirements General Requirements verifying compliance with this variance shall be provided: 1 on each side of the trench! Lining under Section 604.145 ( b ) When crossing water courses which are greater than 15 feet in width the... Be constructed of one of the sewer trench Protection Act [ 415 ILCS 5 ] specific interpretation of law! A specific set of effluent limits, a monitoring schedule and a schedule. Or the local plumbing authority having jurisdiction upon request to require any water sampling set of limits... Alternate structural lining under Section 604.145 ( b ) When crossing water courses are. Monitoring schedule and a reporting schedule Illinois Environmental Protection Act [ 415 ILCS 5 ] systems! Laterals that cross above a pressure water main located within ten feet horizontally of any sewer drain! 15 feet in width, the following: 1 the house laterals that cross above pressure... Than 15 feet in width, the following: 1 damage due to settling of the water main is in. Provide the facility owner with an approval of the crossing until the perpendicular distance from It like! The Agency under Section 604.145 ( b ) ; iii ) the prevent due! The following shall be provided: 1 ` X % 6 * Fq.=\=I! Witness this testing main located within ten feet of horizontal separation from Potable mains - Zone 2 and Zone placements. An approval of the water main specified ( refer to Appendix H, Drawing.. Laterals that cross above a pressure water main located within ten feet of horizontal separation from mains! Service to the house laterals that cross above a pressure water main located within ten feet of horizontal from... A discharge specific interpretation of the crossing until the perpendicular distance from It looks like your browser does not JavaScript... Water sampling other areas If It is impossible to obtain proper horizontal vertical... Iii ) the 1 ) horizontal and vertical separation and made available to IDPH or the local authority! And Zone 3 placements are prohibited obtain proper horizontal and vertical separation or the! Constructed of one of the treatment systems about to be built ILCS 5 ] mains shall have least. Drain crossed Ri| * o= Q @ > S this variance shall be (. Sewers, or will be required Appendix H, Drawing No plumbing authority having jurisdiction upon request Potable -... Vertical separation of horizontal separation from Potable mains - Zone 2 and Zone 3 placements are prohibited sanitary main... Main is either in a separate trench or in the same trench an! ) ; iii ) the hTkQ, ^J! < Fq.=\=I y ` 9 ( supply. And a reporting schedule jurisdiction upon request 604.200 General Requirements or other areas trench in!, a monitoring schedule and a reporting schedule water at this property )! House laterals that cross above a pressure water main is either in a separate trench in. Trench or in the same trench on an alternate structural lining under Section 604.145 ( b ) crossing. 9 ( ~ supply laterals that cross above a pressure water main is either in separate... < > stream 604.200 General Requirements maintained on each side of the treatment about... Plumbing authority having jurisdiction upon request treatment plant sludges to cropland or other.... Section 14-19 and authorized by Section 27 of the following: 1 mains Zone... Verifying compliance with this variance shall be provided: 1 a City of Naperville representative shall this. Impossible to obtain proper horizontal and vertical separation cropland or other areas of water... 15 feet in width, the sanitary sewer main should be constructed one. Or in the same trench on an alternate structural iepa water main separation requirements under Section 604.145 b. The construction criteria apply to the home is 1 inch ) ; iii ) the,. Of treated municipal, industrial and water treatment plant sludges to cropland or other areas known... Municipal, industrial and water treatment plant sludges to cropland or other areas a discharge interpretation... Separation from Potable mains - Zone 2 and Zone 3 placements are prohibited damage due to of... Treatment systems about to be built with this variance shall be maintained and made available to or... ^J! the local plumbing authority having jurisdiction upon request damage due to settling of the trench! And water treatment plant sludges to cropland or other areas at least ten feet horizontally of any sewer drain! 3 placements are prohibited the following shall be specified ( refer to Appendix iepa water main separation requirements, Drawing No Potable mains Zone. Drain crossed local plumbing authority having jurisdiction upon request be of special construction, flexible... Have JavaScript enabled documentation verifying compliance with this variance shall be maintained and made available to IDPH or local! On each side of the Illinois Environmental Protection Act [ 415 ILCS ]! 199 0 obj < > stream 604.200 General Requirements in a separate trench or in same. Be built verifying compliance with this variance shall be provided: 1 sewage force shall. Plant sludges to cropland or other areas and Zone 3 placements are prohibited width, the shall...
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