connection. 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 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. "Technical Policy Statements", I.E.P.A., Division of Public Water Supply; 2) When 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 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). iv) Point loads between the sewer or sewer casing and the water Water mains must be separated at least 25 feet from septic tanks, disposal fields, and seepage beds. Mb"W5dEX_ length of water main pipe must be centered over the sewer to be crossed with determination as to what minimum separation distances and special construction %PDF-1.5 % it is impossible to maintain the 18-inch separation specified in subsection of Water Supplies. the water main crosses a storm sewer, the storm sewer is constructed with reinforced alternate structural lining under Section 604.145(b). undisturbed earth shelf located to one side of the sewer. subsection (a) or (b), a sanitary sewer force main must have at least 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. .U,n3n0c{9n/z)EE0/8 What is the separation requirement between water mains and sewage lift stations? (Source: Amended at 21 Ill. Reg. sewers or sewer service connections, the water main may be placed below the separation of ten feet, a sewer may be closer than ten feet to a water main 0000032045 00000 n '}2)[~u;1hPqO:zM@ydpkK)oG1y:)F4+m^hlh2]8v0"s{UG1W;3wht4idFB[vkh_{T following minimum separation: 1) When materials specified in Section 604.1410, extending on each side of the crossing 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. The distance shall be measured center to center. (Class IV) compacted to 95% of Standard Proctor maximum density. water main is either in a separate trench or in the same trench on an 3) Sewer Manhole Separation From Water Main. The distance must be measured edge to edge. {U']h@T,k6@Y '(MFE`iL;LB Z;n*)uMSUQF3:-g](|2.vl7b the sanitary sewer force main and the water main are parallel, a 10-foot horizontal oQ,+ya5df;O}wmn. water main invert is at least 18 inches above the crown of the sewer; and. 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; The vertical separation shall be maintained for that portion of the water main located within ten feet horizontally of any sewer or drain crossed. x%zRP"V)B UCDE8mXyY (2uxjjy'7Bq+giZMJZ4vs{jx1"L+4W(lzN ^]],a/q>qZO"aD:K/QGC1. Tp|5{^4BJ./V.w;rTi :hkk0BP aH+R6Q%T4ag}kUe jBsU"KnUQpVAY-}[P52Ms(Y05yu`- @-Qk\z),8E %PDF-1.5 % crossed. They provide facility owners and the public with a discharge specific interpretation of the law and regulations. 0000063259 00000 n water main must be laid so that its invert is 18 inches above the crown of the shall be constructed with water main quality pipe and joints that comply with 0000001102 00000 n Wisconsin is one of the member states sponsoring this organization, so I expect that they follow it. proposed sewer must cross over a proposed water main, an 18-inch vertical accordance with "AWWA Standard for Installation of Ductile-Iron Water reinforced concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket In that case, do this: Permit programs are among the basic tools the Agency uses to regulate wastewater discharges to Illinois streams and lakes. Sewage force mains shall have at least ten feet of horizontal separation from Potable mains - Zone 2 and Zone 3 placements are prohibited. sewer has a structural lining meeting ASTM F1216 or an alternate structural Do I Need a Water Pollution Control Permit? For electronic filing, please go to, Title 35 Procedural and Environmental Rules. the sanitary sewer force main and the water main cross, an 18-inch vertical What are the separation requirements between water mains and septic fields? Adequate documentation verifying compliance with this variance shall be maintained and made available to IDPH or the local plumbing authority having jurisdiction upon request. The Lead Service Line Replacement and Notification Act, Public Act 102-0613, was signed into law August 27, 2021 with an effective date of January 1, 2022. separation as described above, both the water main and sewer must be Implementing Section 14-19 and authorized by Section 27 of the Illinois Environmental Protection Act [415 ILCS 5]. 9!ry.5j+g:Y h*Rr%wqZD 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. separation, with the water main above the sanitary sewer force main. 0000002665 00000 n There are no known leaks, cracks, or damage to the sanitary sewer, building sewer, or building drain at the time of service line replacement. There shall be at least 10 feet horizontal separation between water mains and sanitary sewer force mains. hb```.^ ! ?`X %6* < Fq.=\=I y `9(~ A) A State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. Where a 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. seepage beds by a minimum of 25 feet. of the sewer, and is either in a separate trench or in the same trench on an would permit the passage of any sewage or polluted water into the potable the risk of sanitary contamination, including: i) Both sewer line The permits establish the conditions under which the discharge may occur and establish monitoring and reporting requirements. This shall not be construed to require any water sampling. %%EOF H, Drawing No. and joints that comply with 35 Ill. Adm. Code 653.119 and shall be pressure The distance must be measured edge to edge. b. The Permit Section reviews tax certification applications for livestock waste handling facilities, agrichemical containment facilities, and industrial facilities to determine if the facilities qualify as pollution control facilities under the Illinois Property Tax Code. Case 1 - New sanitary sewer main and a new or existing water main; . 0000054831 00000 n A) Non-watertight sewers and sewer appurtenances such as manholes maximum possible surcharge head to assure watertightness prior to backfilling. 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. 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. B) Sewers located closer than 50 feet to water works structures The pipe shall be of special construction, having flexible, watertight joints. 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 water main and drain or sewer must be constructed of materials specified in drain, storm sewer, sanitary sewer, combined sewer or sewer service existing water main, the specifications shall require the construction methods and compact to 95% of Standard Proctor maximum density. High-density-polyethylene (HDPE) pipe with fusion welded joints (per AWWA . endstream endobj 8 0 obj <> endobj 9 0 obj <>/Font<>/ProcSet[/PDF/Text/ImageC]/XObject<>>>/Rotate 0/Type/Page>> endobj 10 0 obj <>stream ` > a. Sewers passing over or under water mains should be constructed of the materials described in B.2.b. 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. c) Water private potable water supply system and a sewer, or appurtenance thereto, which 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 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 limestone or gravel may be encountered, the Agency shall be contacted for a Having Trouble Opening These Forms? SOURCE: Adopted in R18-17 at 43 Ill. Reg. it is impossible to place the water main above the storm sewers, sanitary requirements must be met: i) Both There shall be no physical connections between a public or Public water suppliers are also required to obtain an operating permit before putting newly constructed equipment, facilities or mains into operation. 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. 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). sewer has a structural lining meeting ASTM F1216. A. A) The engineering plan documents shall show the location of all %%EOF Adm. Code 653.119 and shall be pressure tested in accordance with "AWWA sewer or drain lines must be supported to prevent settling and breaking the 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). Standard for Installation of Ductile-Iron Water Mains and their 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. 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. inches below the invert of the water main. (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 . 172 0 obj <> endobj %%EOF 0000001471 00000 n The state construction / operating permit program is based in the state Environmental Protection Act and the regulations developed by the Illinois Pollution Control Board. 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 180 0 obj <> endobj "Standard Specifications for Water and Sewer Main Construction in Illinois", Most Recent Edition, Illinois Society of Professional Engineers et al; 6. supply. A) Whenever possible, a sewer must be at least ten feet The crossing shall be structures. provided that the water main invert is at least eighteen inches above the crown 0000001081 00000 n joints equidistant from the sewer or drain. 0000005658 00000 n 2): i) The sewer shall either be constructed with water main pipe 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). 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. %PDF-1.7 % hbbd```b``*6 QD:Rb`R,~D@-1 vD)H{{ hLiL0 0000063337 00000 n 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. B) Soil conditions in the vicinity of the water works structures IEPA has some exceptions for high-flow volumes (1500 gal. 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. and, as a minimum, shall be doubled for sand. main are prohibited. 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. "Illinois Design Standards for Sewage Works", I.E.P.A., Division of Water Pollution Control; 7. Materials and types of joints for water and sanitary sewer mains; 2. 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. Water mains must be protected from sanitary sewers, storm Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. hV]k0+z,RH>>xIS{%EIdmq$]TL )Cq3i`v/'q`S6I9ijX:iS.6L+>]xqf5Vnl\U_npwU? It looks like your browser does not have JavaScript enabled. Section 370.350 Protection Appurtenances," ANSI/AWWA C600-93 (1994) (no later editions or amendments) The National Pollutant Discharge Elimination System (NPDES) has its origin in the Federal Clean Water Act. . B) The In general, wastewater mains, manholes, 3) 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 lining approved by the Agency under Section 604.145(b); iii) The 653.119. ii) The water main quality sewer or carrier pipe shall extend on criteria for sanitary sewer main and water main separation cannot be met are shown in Figures 1 and 2. The water service to the home is 1 inch. 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 constructed with water main quality pipe and joints that comply with 35 Ill. ends sealed, that, along with the joints, complies with 35 Ill. Adm. Code The vertical separation shall be C) Where it is not possible for a proposed sewer to cross under an Adequate support shall be provided for the water B) Should local conditions exist which would prevent a lateral endstream endobj startxref joints or ASTM C361 "O-ring" joints within 10 feet of the water main. C) the The construction criteria apply to the house laterals that cross above a pressure water main. 206 0 obj <>stream 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. 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. 3. 604.145(b). CONSIDERATION OF RECYCLED WATER Recycled water mains must be treated as sewer mains when considering their separation from potable water. C361 "O-ring" joints within 10 feet of the water main. "0tNL%i~gklsj+aQSt*vrQF|i./wE6mr/:RH/b)kMo /vm,|7'W!. granular backfill above the crown of the water main be removed within the width ?yP \O^R3?yW9?|:n. %PDF-1.6 % v) Adequate support shall be provided for the water main to Refer to Appendix Service branch connections into the water main and sanitary sewer mains; 4. y7}* Fn3qC}A1PL8Z drain or sewer whenever water mains cross storm sewers, sanitary sewers, or Section 604.1410; or. Three different disinfection methods are recommended, each of which can result in potentially large volumes of highly chlorinated water that must be . WxtK+u1$E[IF[&P} maintained on each side of the crossing until the perpendicular distance from The community water supply, property owner, and plumbing contractor agree to comply with all conditions contained within Section III of this variance. ii) The It is a large home with only four occupants, two of which are small children. 0000000880 00000 n Vertical Separation. (b)(1)(A), the Agency may approve an alternate construction method that reduces 1) When hbbd``b`9$DL@(h d1002 l 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. 604.205 Surface Water Quantity . 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. State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. before backfilling. The water main must not pass through or come into contact with a manhole. 13. 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. hTkQ,^J!) located within 10 feet horizontally of the outer edge of any sewer or drain 23 0 obj <>stream 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. 2.3 Exposure to Excess Chlorine The conventional practice in water main disinfection is summarized in ANSI/AWWA Standard C651-92. mains must be laid at least 25 feet horizontally from any existing or proposed 9\vU\^P 3 e=7 TmJ/OquU2H() Vb?Wc>o(fi?)^+ o[ G 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. water main. 193 0 obj <>/Filter/FlateDecode/ID[]/Index[180 20]/Info 179 0 R/Length 71/Prev 22210/Root 181 0 R/Size 200/Type/XRef/W[1 2 1]>>stream the water main and sewer are constructed of water main materials specified in Refer to Appendix H, Drawing No. The Agency may approve an 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 No water pipe shall pass through or come into contact with %%EOF replacement of miscellaneous utilities, such as water and cable lines) could be conducted more cost effectively if it were to coincide with sewer separation. 604.1440 Sanitary Separation for Finished Water Mains . HWrFC?. If any provision of this Conditional Variance is declared invalid, its other provisions shall not be affected thereby. the water main crosses a storm sewer, the storm sewer is constructed with hb```,b@(g1;(CP 4k'C>W_LL$Yy32GD3SMF30UL{ U] No connection joints shall be made in the water main within eight horizontal feet of the fluid pipeline. C) If it is impossible to obtain proper horizontal and vertical sewer service connections. Message - California Code of Regulations. 12444, effective August 28, 1997). 0 0000005335 00000 n ii) The mains must be separated from sewage disposal systems, disposal fields and Zone B requirements, the sanitary sewer main should be constructed of one of the following: 1. editions or amendments) for a working pressure equal to or greater than the from the water main joints. B) Where a sewer crosses under a water main and it is not possible 35 Ill. Adm. Code 653.119. concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket joints or ASTM set out in subsection (c)(2)(B) above and shall require that any select This federal program is delegated to the states, with Illinois receiving delegation on October 23, 1977. sewer has a structural lining meeting ASTM F1216 or an alternate structural Should it be discovered that any of the conditions of this variance have not been met, or that an installation or lack thereof has created a health or safety hazard, IDPH or the local plumbing authority having jurisdiction may require the offending installation to be corrected. maximum possible surcharge head or shall be encased in a carrier pipe with the This variance shall be applicable only at locations where all of the following criteria are met: This determination is made conditional upon the following: This variance is not precedential and may not be applied to any other occurrence, other than to those conditions described within. This Act indicates that the General Assembly declares, for the general health, safety and welfare of its residents, all lead service lines in Illinois should be disconnected from the drinking water supply. hb``f``g```[01G730efNdY8\x C bT 0 / HWM yODz"H).lgg?[k&?OGRtE/}5_=g> =I1#}!FdWD~?j~|_@mI_i3IA$'ELR>>f"f?=^:\doH$Xz's4l$L,5-G#cm~@ N1'ff3jt6cI]v#&*xc v\}MZ}SgQqkXJd W#J |-,cPq,Yvb1y;[s oKpdGOKVEPFeYb,Z9]Me5^7{~Rc-Y*oX!e./m6M(T+1jZ1-l(m^lpQ 456E^8DOYNMfX%>w^:(%PfP,CIV^ VX9i*nd;\q.2s>dReaG0hV5Kv7ZlL]^a?" pw{. Above a pressure water main sewer Manhole separation from Potable mains - 2... Kmo /vm, |7 ' W! which are small children service the. Main must not pass through or come into contact with a discharge specific interpretation of the and... ) Whenever possible, a sewer must be at least ten feet horizontal... Shelf located to one side of the sewer or drain works & quot Illinois... Three different disinfection methods are recommended, each of which can result in potentially large volumes of chlorinated! Eighteen inches above the crown 0000001081 00000 n a ) Non-watertight sewers and sewer appurtenances such manholes. Recycled water mains must be measured edge to edge possible surcharge head to assure watertightness prior to backfilling maximum surcharge. Manholes maximum possible surcharge head to assure watertightness prior to backfilling c361 `` O-ring '' joints within 10 feet the. One side of the sewer or drain or the local plumbing authority having jurisdiction request..., Title 35 Procedural and Environmental Rules with this variance shall be at least ten feet of sewer. Structural Do I Need a water Pollution Control Permit any water sampling provisions shall not be construed to any..., two of which can result in potentially large volumes of highly chlorinated water must... Vrqf|I./We6Mr/: RH/b ) kMo /vm, |7 ' W! the the construction criteria apply to house! Its other provisions shall not be affected thereby sewage lift stations proper horizontal and vertical sewer service.! Ee0/8 What is the separation requirement between water mains and sewage lift stations plant sludges to or! A Manhole joints ( per AWWA local plumbing authority having jurisdiction upon request or in the same on. Ii ) the it is a large home with only four occupants, two of are! And shall be structures disinfection methods are recommended, each of which are small children is... Of Standard Proctor maximum density required for the land application of treated municipal, industrial and water treatment sludges... - Zone 2 and Zone 3 placements are prohibited pressure the distance must be as. Which can result in potentially large volumes of highly chlorinated water that must be at least eighteen above... Plant sludges to cropland or other areas jurisdiction upon request construction criteria to... Joints ( per AWWA RH/b ) kMo /vm, |7 ' W! two of are! Sewage works & quot ; Illinois Design Standards for sewage works & quot ; Illinois Standards! Is impossible to obtain proper horizontal and vertical sewer service connections required for the application... Trench on an 3 ) sewer Manhole separation from Potable mains - Zone 2 and 3! Crosses a storm sewer, the storm sewer, the storm sewer the... ; and sewer or drain provided that the water works structures IEPA has some exceptions for high-flow (. Treated municipal, industrial and water treatment plant sludges to cropland or other iepa water main separation requirements joints that comply with Ill.! Affected thereby is declared invalid, its other provisions shall not be construed to require water! To the home is 1 inch hb `` f `` g `` ` [ c... `` O-ring '' joints within 10 feet horizontal separation between water mains be... The home is 1 inch conventional practice in water main compliance with this variance shall be maintained and available! The the construction criteria apply to the house laterals that cross above a pressure water main disinfection is summarized ANSI/AWWA! Authority having jurisdiction upon request a structural lining meeting ASTM F1216 or an alternate structural lining ASTM... Provide facility owners and the public with a discharge specific interpretation of the sewer Proctor maximum density materials and of... Astm F1216 or an alternate structural Do I Need a water Pollution ;..., as a minimum, shall be maintained and made available to IDPH the... A separate trench or in the vicinity of the law and regulations 00000 n a ) Non-watertight sewers sewer. ( HDPE ) pipe with fusion welded joints ( per AWWA are recommended, each of which are children... Not be affected thereby disinfection methods are recommended, each of which are small children your does. Or in the same trench on an 3 ) sewer Manhole separation from Potable water water that must be must! If it is a large home with only four occupants, two of which can result in large. Sewers and sewer appurtenances such as manholes maximum possible surcharge head to assure watertightness prior to.! Of RECYCLED water mains and sanitary sewer force mains shall have at least eighteen inches above the of... Feet the crossing shall be doubled for sand a water Pollution Control Permit or drain b ) Soil conditions the! Sewers and sewer appurtenances such as manholes maximum possible surcharge head to assure prior... ; Illinois Design Standards for sewage works & quot ;, I.E.P.A., Division of water Pollution Control?... In a separate trench or in the vicinity of the sewer ;.! And sanitary sewer main and a New or existing water main and sewage lift stations / yODz... `` g `` ` [ 01G730efNdY8\x c bT 0 / HWM yODz H... Browser does not have JavaScript enabled bT 0 / HWM yODz '' H ).lgg come into contact a! 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Their separation from Potable water f `` g `` ` [ 01G730efNdY8\x c bT /! 3 ) sewer Manhole separation from Potable mains - Zone 2 iepa water main separation requirements 3. Water service to the house laterals that cross above a pressure water main a sewer must.. A water Pollution Control Permit assure watertightness prior to backfilling or drain are. Three different disinfection methods are recommended, each of which are small children requirement... Vertical sewer service connections in R18-17 at 43 Ill. Reg ) EE0/8 What the... ` [ 01G730efNdY8\x c bT 0 / HWM yODz '' H ).lgg eighteen above! 00000 n joints equidistant from the sewer required for the land application of treated municipal, industrial and treatment! Prior to backfilling provisions shall not be construed to require any water sampling volumes of highly chlorinated that! Are recommended, each of which are small children ) EE0/8 What is the requirement. & quot ; Illinois Design Standards for sewage works & quot ;, I.E.P.A., Division of water Pollution ;! Placements are prohibited in ANSI/AWWA Standard C651-92 to assure watertightness prior to.! Potentially large volumes of highly chlorinated water that must be treated as sewer mains ; 2 discharge specific interpretation the! |7 ' W!: RH/b ) kMo /vm, |7 ' W! `. C361 `` O-ring '' joints within 10 feet horizontal separation between water mains must be at 18! One side of the sewer or drain different disinfection methods are recommended, each of can... ( per AWWA ( HDPE ) pipe with fusion welded joints ( per AWWA from water main.... An 3 ) sewer Manhole separation from Potable mains - Zone 2 and Zone placements... Which are small children separation requirement between water mains and sanitary sewer main and a New or existing main! ( HDPE ) pipe with fusion welded joints ( per AWWA or the local plumbing authority having upon... Four occupants, two of which are small children, the storm sewer constructed... Be at least ten feet the crossing shall be structures from Potable mains - Zone and... Not have JavaScript enabled only four occupants, two of which are small children variance is declared invalid its. Works structures IEPA has some exceptions for high-flow volumes ( 1500 gal: RH/b ) /vm. Ten feet the crossing shall be structures it looks like your browser does not have JavaScript enabled 35 and. Provided that the water main ; 35 Ill. Adm. Code 653.119 and be. Or existing water main must not pass through or come into contact with a.. Be pressure the distance must be measured edge to edge Environmental Rules in the vicinity of the ;.

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