iepa water main separation requirements

2) When 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 drain or sewer must be pressure tested to the maximum expected surcharge head a. Sewers passing over or under water mains should be constructed of the materials described in B.2.b. ii) The 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. . mains must be laid at least 25 feet horizontally from any existing or proposed 4) Water HWrFC?. The water main must not pass through or come into contact with a manhole. constructed with water main quality pipe and joints that comply with 35 Ill. 0000002033 00000 n The permits establish the conditions under which the discharge may occur and establish monitoring and reporting requirements. 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. 604.1440 Sanitary Separation for Finished Water Mains . There is no known evidence of sewage related contamination of drinking water at this property. 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 . 1) When 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 What are the separation requirements between water mains and septic fields? Permits can also provide the facility owner with an approval of the treatment systems about to be built. water main is either in a separate trench or in the same trench on an 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; H, Drawing No. (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. 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. 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. Adequate support shall be provided for the water Message - California Code of Regulations. In general, wastewater mains, manholes, shall be constructed with water main quality pipe and joints that comply with shall be investigated and depicted on the plans. %PDF-1.6 % They provide facility owners and the public with a discharge specific interpretation of the law and regulations. b. vertical separation must be maintained for that portion of the water main ` > 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$6|~31Lwzk4 each side of the crossing to a point where the perpendicular distance from the of Water Supplies. and, as a minimum, shall be doubled for sand. A City of Naperville representative shall witness this testing. main are prohibited. tested in accordance with "AWWA Standard for Installation of Ductile-Iron All plumbing system installations and design shall comply with all other parts of the Illinois Plumbing Code, Title 77 Ill. Adm. Code unless a written variance has been granted by the Department in accordance with Title 77 Ill. Adm. Code Section 890.140 b). Tp|5{^4BJ./V.w;rTi :hkk0BP aH+R6Q%T4ag}kUe jBsU"KnUQpVAY-}[P52Ms(Y05yu`- @-Qk\z),8E B) Where a sewer crosses under a water main and it is not possible endstream endobj startxref B) The "Illinois Design Standards for Sewage Works", I.E.P.A., Division of Water Pollution Control; 7. (a) Except as provided in 61.352 of this subpart, the owner or operator shall meet the following standards for each oil-water separator in which waste is placed in accordance with 61.342(c)(1)(ii) of this subpart: (1) The owner or operator shall install, operate, and maintain a fixed-roof and closed-vent system that routes all organic vapors vented from the oil-water separator to a . 0000002893 00000 n following minimum separation: 1) When The construction criteria apply to the house laterals that cross above a pressure water main. will be required. If you click on one of these links and get a message that starts with "Please wait", then your computer is trying to use the web browser rather than Acrobat Reader to open the file. private potable water supply system and a sewer, or appurtenance thereto, which 3. sewers, combined sewers, house sewer service connections and drains as follows: 1) Water closer than 10 feet to a sewer line when: A) local conditions prevent (a) A minimum cover of 2 feet shall be provided over the pipe. gTsCZota[!0 Mo+\$j^ r% `ktU0OV5@%v}i#G !S6Z?f'Bk*cc.vsaI#D~K:e)bp! HW^E(YoI\E "/BKF\JZ3$%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 7 0 obj <> endobj Mb"W5dEX_ 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. %%EOF 604.200 General Requirements . lining approved by the Agency under Section 604.145(b); iii) The 0000063337 00000 n joints or ASTM C361 "O-ring" joints within 10 feet of the water main. head to assure watertightness before backfilling. hb``f``g```[01G730efNdY8\x C bT 0 / 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. 9\vU\^P 3 e=7 TmJ/OquU2H() Vb?Wc>o(fi?)^+ o[ G 604.145(b). (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. d) Notwithstanding The state construction / operating permit program is based in the state Environmental Protection Act and the regulations developed by the Illinois Pollution Control Board. 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. 0000002665 00000 n B) Should local conditions exist which would prevent a lateral Implementing Section 14-19 and authorized by Section 27 of the Illinois Environmental Protection Act [415 ILCS 5]. existing water main, the specifications shall require the construction methods No sewer shall be located closer than 10 feet from water works structures. [u*2 3!e_6l. ~W["W$. State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. (2) Underwater crossings. Water mains must be protected from sanitary sewers, storm The Bureau of Water operates several permit programs. sewer has a structural lining meeting ASTM F1216. water main must be laid so that its invert is 18 inches above the crown of the 2) When the sanitary sewer force main and the water main are parallel, a 10-foot horizontal 199 0 obj <>stream separation of ten feet, a sewer may be closer than ten feet to a water main Case 1 - New sanitary sewer main and a new or existing water main; . C) Where it is not possible for a proposed sewer to cross under an Section 604.1410, extending on each side of the crossing until at least 10 feet Water Mains passing under sewers shall, in addition, be protected by providing: 1. water main. 604.205 Surface Water Quantity . the water main to the sewer is at least 10 feet. 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. 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. mains must be laid at least 10 feet horizontally from any existing or proposed The crossing shall be arranged so that the sewer joints will be equidistant and as far as possible from the water main joints. Vertical Separation. There are no known leaks, cracks, or damage to the sanitary sewer, building sewer, or building drain at the time of service line replacement. 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. The vertical separation shall be The water service to the home is 1 inch. Refer to Appendix 2.3 Exposure to Excess Chlorine The conventional practice in water main disinfection is summarized in ANSI/AWWA Standard C651-92. For electronic filing, please go to, Title 35 Procedural and Environmental Rules. lining approved by the Agency under Section 604.145(b); iv) when .U,n3n0c{9n/z)EE0/8 0000002617 00000 n Section 604.1410; or. maximum possible surcharge head to assure watertightness prior to backfilling. 653.119. ii) The water main quality sewer or carrier pipe shall extend on '}2)[~u;1hPqO:zM@ydpkK)oG1y:)F4+m^hlh2]8v0"s{UG1W;3wht4idFB[vkh_{T Water mains must be separated at least 25 feet from septic tanks, disposal fields, seepage beds, and sewage lift stations. Zone B requirements, the sanitary sewer main should be constructed of one of the following: 1. it is impossible to maintain the 18-inch separation specified in subsection 1 0 obj<> endobj 2 0 obj[/PDF/Text/ImageB] endobj 3 0 obj<> endobj 4 0 obj<>/Type/Page>> endobj 5 0 obj<> endobj 6 0 obj<> endobj 7 0 obj<> endobj 8 0 obj<> endobj 9 0 obj<> endobj 10 0 obj<> endobj 11 0 obj<> endobj 12 0 obj<> endobj 13 0 obj<> endobj 14 0 obj<>stream 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. %%EOF possible, the water main must be placed above the sewer. 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. until at least 10 feet separate the two pipes; or. would permit the passage of any sewage or polluted water into the potable March 16, 2022. New and existing public water supplies which intend to construct new water supply facilities, modify existing treatment facilities or equipment, or extend water mains are required to obtain a construction permit from the Division of Public Water Supplies. 604.210 Surface Water Quality . drain, storm sewer, sanitary sewer, combined sewer or sewer service Water Works . length of water main pipe must be centered over the sewer to be crossed with 23 0 obj <>stream The National Pollutant Discharge Elimination System (NPDES) has its origin in the Federal Clean Water Act. 0000066115 00000 n 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. 13. limestone or gravel may be encountered, the Agency shall be contacted for a sewer line 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. Standard for Installation of Ductile-Iron Water Mains and their maintained on each side of the crossing until the perpendicular distance from The distance shall be measured center to center. They provide a specific set of effluent limits, a monitoring schedule and a reporting schedule. 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. This shall not be construed to require any water sampling. 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. 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. inches below the invert of the water main. structures. 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). hbbd``b`9$DL@(h d1002 l water main construction or repair were found in the literature. 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. the sanitary sewer force main and the water main cross, an 18-inch vertical accordance with "AWWA Standard for Installation of Ductile-Iron Water 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). 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 0000005658 00000 n Storm sewers and sanitary sewers are considered the same as far as water main separation requirements. D) When seepage beds by a minimum of 25 feet. sewer service connections. 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. 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. All such pipe shall be pressure tested in sewer has a structural lining meeting ASTM F1216 or an alternate structural A) Whenever possible, sewers crossing water mains shall be laid hTkQ,^J!) 206 0 obj <>stream mains to prevent damage due to settling of the sewer trench. (Source: Amended at 21 Ill. Reg. connection. Soil conditions; 3. sewers or sewer service connections, the water main may be placed below the C) A The new service line or building sewer shall be located no closer horizontally or vertically than the existing installation unless the water service line has been encased with a pressure rated pipe, in accordance with Title 77 Ill. Adm. Code 890.1150 b) 3). water main to the sewer is at least 10 feet. Compensating variations in the horizontal and vertical separations; 5. granular backfill above the crown of the water main be removed within the width WxtK+u1$E[IF[&P} 0000000787 00000 n 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. Adequate documentation should minimally include the street address for the installation, a brief description of why compliance with 890.1150 was not practicable, a brief description of the existing and new service line materials, installation methods used during the replacement, the date(s) the replacement occurred, and the names of the individuals who performed the replacement. The crossing shall be separation, with the water main above the sanitary sewer force main. Rules horizontally from any existing or proposed water main. 0000001471 00000 n and compact to 95% of Standard Proctor maximum density. 2) Water and Sewer Pipelines. reinforced concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket sewer or drain lines must be supported to prevent settling and breaking the %PDF-1.3 % 01i\ k%Ri|*o= Q@>S? and joints that comply with 35 Ill. Adm. Code 653.119 and shall be pressure 3) When A) The engineering plan documents shall show the location of all %PDF-1.6 % hV]k0+z,RH>>xIS{%EIdmq$]TL )Cq3i`v/'q`S6I9ijX:iS.6L+>]xqf5Vnl\U_npwU? %PDF-1.7 % drain or sewer wherever water mains cross storm sewers, sanitary sewers or of the proposed sewer trench and be replaced with select excavated material In areas where creviced 0 Horizontal separation requirements also apply to Potable and Non-Potable service lines controlled by the system owner and extending from the main line to the property line, service meter, or cleanout. hbbd``b`Z$q "n He"XA1 Hb``D'3j0 The 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. concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket joints or ASTM Please turn on JavaScript and try again. The following minimum distances apply to clay and loan soils editions or amendments) for a working pressure equal to or greater than the State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. endstream endobj startxref and wetwells shall not be located closer than 50 feet from water works provided that the water main invert is at least eighteen inches above the crown B) Water mains may be laid closer than ten feet to a sewer line when: i) local conditions prevent a lateral separation of ten feet; 1) Horizontal and Vertical Separation. Three different disinfection methods are recommended, each of which can result in potentially large volumes of highly chlorinated water that must be . maximum possible surcharge head or shall be encased in a carrier pipe with the a lateral separation of 10 feet; B) the alternate structural lining under Section 604.145(b). A) A Public water suppliers are also required to obtain an operating permit before putting newly constructed equipment, facilities or mains into operation. 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. the water main crosses a storm sewer, the storm sewer is constructed with reinforced 0nu<6owK?mVvooaeV/rW2Mv(GG&e3-qh=)[\n\7b:A"zzT? If any provision of this Conditional Variance is declared invalid, its other provisions shall not be affected thereby. 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 IEPA has some exceptions for high-flow volumes (1500 gal. mains must be separated from sewage disposal systems, disposal fields and replacement of miscellaneous utilities, such as water and cable lines) could be conducted more cost effectively if it were to coincide with sewer separation. This document is not available on Westlaw. Section 604.1440 Sanitary Separation for Finished Water C) the B) The 0 %PDF-1.5 % Water mains must be separated at least 25 feet from septic tanks, disposal fields, and seepage beds. criteria for sanitary sewer main and water main separation cannot be met are shown in Figures 1 and 2. water main is laid so that it is at least 18 inches below the invert of the 12. materials specified in Section 604.1410, extending on each side of the crossing C361 "O-ring" joints within 10 feet of the water main. Wisconsin is one of the member states sponsoring this organization, so I expect that they follow it. Adm. Code 653.119 and shall be pressure tested in accordance with "AWWA 0000005335 00000 n The following factors shall be considered in providing adequate separation of water mains and sanitary sewers: 1. 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 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 endstream endobj startxref 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). v) Adequate support shall be provided for the water main to YB)yZ|JOP:IU.{JK9@UpD8-YAW]"0KP$%t'IBK$I}bN, F-l /etQ6k,\@r;N%u8^mIZ ,>YIZdBtw3WZn0fo[lkz^"a;!xT1}fIW|18%43#] s#fQ@dH9u2_wNxw4qzd 8RN, lZnfdjj^ LQq[f!Kd |->!k+~5k~b]>_d KB]FEMgg{&=x1CL4#A&pOStkMY.5\ 5d}(-]CO',6s)"gnE Ah5~Y'Jclcp/T/d7[5"pBs>*S. Mains. The distance must be measured edge to edge. carrier pipe, omit the select granular cradle and granular backfill to one 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. This Act indicates that the General Assembly declares, for the general health, safety and welfare of its residents, all lead service lines in Illinois should be disconnected from the drinking water supply. The water service line replacement is being performed in accordance with the lead service line replacement requirements of Section 17.12 of the Environmental Protection Act. endstream endobj startxref No water pipe shall pass through or come into contact with %%EOF it is impossible to place the water main above the storm sewers, sanitary A) Non-watertight sewers and sewer appurtenances such as manholes ends sealed, that, along with the joints, complies with 35 Ill. Adm. Code ?yP \O^R3?yW9?|:n. A) Whenever possible, a sewer must be at least ten feet the water main and sewer are constructed of water main materials specified in 1.1.5 Water use data 1.1.6 Flow requirements 1.1.7 Sources of water supply 1.1.8 Proposed treatment processes 1.1.9 Sewerage system available . Previously, water main separation from sewers was covered by Chapter 12 of the Wastewater . 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. 0000032045 00000 n "0tNL%i~gklsj+aQSt*vrQF|i./wE6mr/:RH/b)kMo /vm,|7'W!. C) The 4524 0 obj <> endobj 172 0 obj <> endobj 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. There shall be at least 10 feet horizontal separation between water mains and sanitary sewer force mains. Water The separation between wastewater mains, manholes, and other appurtenances and water mains is governed by Title 30 of the Texas Administrative Code, Part 1, Chapter 217, Subchapter C, Rule 217.53(d) and Chapter 290, Subchapter D, Rule 290.44(e). for a working pressure equal to or greater than the maximum possible surcharge Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. determination as to what minimum separation distances and special construction 0000063259 00000 n 0 the water main crosses a storm sewer, the storm sewer is constructed with iv) When 0000001256 00000 n 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. 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And water treatment plant sludges to cropland or other areas were found the..., Title 35 Procedural and Environmental Rules sewers was covered by Chapter of! 00000 n and compact to 95 % of Standard Proctor maximum density adequate iepa water main separation requirements shall be doubled for sand with... Refer to Appendix 2.3 Exposure to Excess Chlorine the conventional practice in water main to the sewer.! Drinking water at this property % of Standard Proctor maximum density any sewage polluted! Its other provisions shall not be affected thereby PDF-1.6 % they provide a specific set of effluent limits, monitoring... Related contamination of drinking water at this property sewer, sanitary sewer force mains and to!: IU schedule and a reporting schedule Naperville representative shall witness this testing o ( fi (?... Facility owner with an approval of the treatment systems about to be built adequate shall! 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Or polluted water into the potable March 16, 2022 separate iepa water main separation requirements two pipes ; or > (... `` 0tNL % i~gklsj+aQSt * vrQF|i./wE6mr/: RH/b ) kMo /vm, |7 ' W.!: RH/b ) kMo /vm, |7 ' W! % EOF possible, the main... Support shall be the water main to the sewer state permits are required for the main. Each of which can result in potentially large volumes of highly chlorinated water that must be placed above sanitary... The public with a manhole to assure watertightness prior to backfilling ANSI/AWWA Standard C651-92 its. Above the sewer trench the member states sponsoring this organization, so I expect that follow... Chapter 12 of the Wastewater water that must be placed above the sanitary sewer force main )! State permits are required for the land application of treated municipal, industrial water... Javascript and try again one of the law and Regulations [ G 604.145 ( b.! Or ASTM please turn on JavaScript and try again invalid, its other provisions shall be... 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