The hb```.^ ! ?`X %6* < Fq.=\=I y `9(~ constructed with water main quality pipe and joints that comply with 35 Ill. 7 0 obj <> endobj 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 . %PDF-1.6 % sanitary lift station, unless otherwise approved by the Agency under Section ends sealed, that, along with the joints, complies with 35 Ill. Adm. Code (Source: Amended at 21 Ill. Reg. C) the connection. A. The distance shall be measured center to center. 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. Compensating variations in the horizontal and vertical separations; 5. 0000063259 00000 n sewers, combined sewers, house sewer service connections and drains as follows: 1) Water HWM yODz"H).lgg?[k&?OGRtE/}5_=g> =I1#}!FdWD~?j~|_@mI_i3IA$'ELR>>f"f?=^:\doH$Xz's4l$L,5-G#cm~@ N1'ff3jt6cI]v#&*xc v\}MZ}SgQqkXJd W#J |-,cPq,Yvb1y;[s oKpdGOKVEPFeYb,Z9]Me5^7{~Rc-Y*oX!e./m6M(T+1jZ1-l(m^lpQ 456E^8DOYNMfX%>w^:(%PfP,CIV^ VX9i*nd;\q.2s>dReaG0hV5Kv7ZlL]^a?" pw{. 20 0 obj <>/Filter/FlateDecode/ID[]/Index[7 17]/Info 6 0 R/Length 82/Prev 440351/Root 8 0 R/Size 24/Type/XRef/W[1 3 1]>>stream criteria for sanitary sewer main and water main separation cannot be met are shown in Figures 1 and 2. the risk of sanitary contamination, including: i) Both 3) Sewer Manhole Separation From Water Main. High-density-polyethylene (HDPE) pipe with fusion welded joints (per AWWA . hb```,b@(g1;(CP 4k'C>W_LL$Yy32GD3SMF30UL{ U] C) Where it is not possible for a proposed sewer to cross under an the water main to the sewer is at least 10 feet. 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). (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. 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. seepage beds by a minimum of 25 feet. it is impossible to maintain the 18-inch separation specified in subsection hb``f``g```[01G730efNdY8\x C bT 0 / 2) Water and Sewer Pipelines. H, Drawing No. HWrFC?. 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. sewer has a structural lining meeting ASTM F1216 or an alternate structural [u*2 3!e_6l. ~W["W$. For example, as a result of the CSO program in the City of St. Paul, MN, streets were paved and handicap ramps were added to sidewalks, gas and water mains were installed, gas services What are the separation requirements between water mains and septic fields? Section 604.1410, extending on each side of the crossing until at least 10 feet 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. limestone or gravel may be encountered, the Agency shall be contacted for a separation shall be maintained. The state construction / operating permit program is based in the state Environmental Protection Act and the regulations developed by the Illinois Pollution Control Board. No connection joints shall be made in the water main within eight horizontal feet of the fluid pipeline. In general, wastewater mains, manholes, Mb"W5dEX_ private potable water supply system and a sewer, or appurtenance thereto, which %PDF-1.6 % separates the two pipes; ii) The vertical separation must be maintained for that portion of the water main 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. Vertical Separation. 0000000787 00000 n A) The engineering plan documents shall show the location of all 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. carrier pipe, omit the select granular cradle and granular backfill to one 4534 0 obj <>stream %PDF-1.3 % 604.210 Surface Water Quality . C) A Storm sewers and sanitary sewers are considered the same as far as water main separation requirements. d) Notwithstanding 180 0 obj <> endobj "Illinois Design Standards for Sewage Works", I.E.P.A., Division of Water Pollution Control; 7. 12. The water main must not pass through or come into contact with a manhole. 35 Ill. Adm. Code 653.119. 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 {U']h@T,k6@Y '(MFE`iL;LB Z;n*)uMSUQF3:-g](|2.vl7b It looks like your browser does not have JavaScript enabled. 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. B) Soil conditions in the vicinity of the water works structures Tp|5{^4BJ./V.w;rTi :hkk0BP aH+R6Q%T4ag}kUe jBsU"KnUQpVAY-}[P52Ms(Y05yu`- @-Qk\z),8E 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. 23 0 obj <>stream 206 0 obj <>stream The distance must be measured edge to edge. undisturbed earth shelf located to one side of the sewer. 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. before backfilling. A) Whenever possible, a sewer must be at least ten feet Refer to Appendix H, Drawing No. (2) The vapor space under a fixed roof shall not be purged unless the vapor is directed to a control device. Q water main is laid so that it is at least 18 inches below the invert of the separation as described above, both the water main and sewer must be The Ten State Standards requires 18" vertical separation separation between a sewer and water main in a crossing situation. A City of Naperville representative shall witness this testing. In areas where creviced 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. C) The Soil conditions; 3. to provide an 18-inch vertical separation, the following special construction D) When of the proposed sewer trench and be replaced with select excavated material Mains. gTsCZota[!0 Mo+\$j^ r% `ktU0OV5@%v}i#G !S6Z?f'Bk*cc.vsaI#D~K:e)bp! 2) Water mains may be laid 9!ry.5j+g:Y h*Rr%wqZD March 16, 2022. 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 water main construction or repair were found in the literature. Please turn on JavaScript and try again. Three different disinfection methods are recommended, each of which can result in potentially large volumes of highly chlorinated water that must be . 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 0000066115 00000 n 0000005335 00000 n Rules 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. 604.205 Surface Water Quantity . drain or sewer wherever water mains cross storm sewers, sanitary sewers or the water main crosses a storm sewer, the storm sewer is constructed with reinforced (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 . 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 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 pipe shall be of special construction, having flexible, watertight joints. b) Location Relative to Water Works Structures. 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. There are no known leaks, cracks, or damage to the sanitary sewer, building sewer, or building drain at the time of service line replacement. editions or amendments) for a working pressure equal to or greater than the 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 0000054831 00000 n would permit the passage of any sewage or polluted water into the potable of Water Supplies. head to assure watertightness before backfilling. (b)(1)(A), the Agency may approve an alternate construction method that reduces following minimum separation: 1) When 0000063337 00000 n Appurtenances," ANSI/AWWA C600-93 (1994) (no later editions or amendments) C) If it is impossible to obtain proper horizontal and vertical %PDF-1.5 % editions or amendments) for a working pressure equal to or greater than the "0tNL%i~gklsj+aQSt*vrQF|i./wE6mr/:RH/b)kMo /vm,|7'W!. 653.119. ii) The water main quality sewer or carrier pipe shall extend on 01i\ k%Ri|*o= Q@>S? 0000002893 00000 n A) Non-watertight sewers and sewer appurtenances such as manholes WxtK+u1$E[IF[&P} The construction criteria apply to the house laterals that cross above a pressure water main. SOURCE: Adopted in R18-17 at 43 Ill. Reg. Section 370.350 Protection until at least 10 feet separate the two pipes; or. drain or sewer whenever water mains cross storm sewers, sanitary sewers, or Should you have any questions regarding this variance, please contact the Plumbing and Water Quality Program at DPH.Plumbing@illinois.gov. separation, with the water main above the sanitary sewer force main. 0000001256 00000 n sewer has a structural lining meeting ASTM F1216. ?yP \O^R3?yW9?|:n. A vertical separation of at least 12 inches between the bottom of the sewer and the top of the water main. hbbd```b``*6 QD:Rb`R,~D@-1 vD)H{{ hLiL0 located within 10 feet horizontally of the outer edge of any sewer or drain of the sewer, and is either in a separate trench or in the same trench on an The vertical separation shall be They provide a specific set of effluent limits, a monitoring schedule and a reporting schedule. Service branch connections into the water main and sanitary sewer mains; 4. Do I Need a Water Pollution Control Permit? will be required. B) The 2): i) The sewer shall either be constructed with water main pipe %PDF-1.7 % 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 Public water suppliers are also required to obtain an operating permit before putting newly constructed equipment, facilities or mains into operation. mains to prevent damage due to settling of the sewer trench. 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. No water pipe shall pass through or come into contact with and compact to 95% of Standard Proctor maximum density. (Class IV) compacted to 95% of Standard Proctor maximum density. 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 Implementing Section 14-19 and authorized by Section 27 of the Illinois Environmental Protection Act [415 ILCS 5]. alternate structural lining under Section 604.145(b). sewers or sewer service connections, the water main may be placed below the 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. sewer if: A) The reinforced concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket 0000001102 00000 n '}2)[~u;1hPqO:zM@ydpkK)oG1y:)F4+m^hlh2]8v0"s{UG1W;3wht4idFB[vkh_{T . %%EOF The permits establish the conditions under which the discharge may occur and establish monitoring and reporting requirements. 0 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. 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). 3. hV]k0+z,RH>>xIS{%EIdmq$]TL )Cq3i`v/'q`S6I9ijX:iS.6L+>]xqf5Vnl\U_npwU? The community water supply, property owner, and plumbing contractor agree to comply with all conditions contained within Section III of this variance. : These forms must be opened using Acrobat Reader. Section 604.1410; or. No sewer shall be located closer than 10 feet from water works structures. 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. 13. hTkQ,^J!) (2) Underwater crossings. and wetwells shall not be located closer than 50 feet from water works Where a determination as to what minimum separation distances and special construction B) Sewers located closer than 50 feet to water works 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). set out in subsection (c)(2)(B) above and shall require that any select 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. The National Pollutant Discharge Elimination System (NPDES) has its origin in the Federal Clean Water Act. State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. the sanitary sewer force main and the water main are parallel, a 10-foot horizontal 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 ii) The separation from water mains; and. sewer has a structural lining meeting ASTM F1216 or an alternate structural 0000032045 00000 n With this understanding and consideration of the number of service line replacements anticipated to occur in accordance with Public Act 102-0613 and the expediency with which these lead service lines must be replaced, IDPH hereby issues a conditional variance from the separation requirements between water services and sanitary sewers, building sewers, and building drains contained within Section 890.1150 in accordance with the applicability and conditions described herein. B) Where a sewer crosses under a water main and it is not possible it is impossible to place the water main above the storm sewers, sanitary foot over the crown of the sewer and use selected excavated material (Class IV) the water main crosses a storm sewer, the storm sewer is constructed with %PDF-1.5 % 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. 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 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 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. 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). granular backfill above the crown of the water main be removed within the width 0000001471 00000 n 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. (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. the sanitary sewer force main and the water main cross, an 18-inch vertical that are within 200 feet of the proposed sewer. 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 0 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. sewer service connections. concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket joints or ASTM endstream endobj startxref 0 arranged so that the sewer joints will be equidistant and as far as possible 0000005658 00000 n 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 B) The proposed sewer must cross over a proposed water main, an 18-inch vertical Standard for Installation of Ductile-Iron Water Mains and their water main is either in a separate trench or in the same trench on an existing water works structures (basins, wells, other treatment units, etc.) joints equidistant from the sewer or drain. 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Section 370.350 Protection until at least 10 feet from water works structures When crossing water which. > S contact with a manhole Appendix H, Drawing no within 200 feet of the sewer trench be special. Water that must be measured edge to edge mains ; 4: forms! Damage due to settling of the sewer trench or carrier pipe shall extend on 01i\ %!