mains to prevent damage due to settling of the sewer trench. 0000002578 00000 n prevent damage due to settling of the sewer trench. methods shall be specified (refer to Appendix H, Drawing No. hbbd``b`Z$q "n He"XA1 Hb``D'3j0 B) Where a sewer crosses under a water main and it is not possible existing water main, the specifications shall require the construction methods 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 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. oQ,+ya5df;O}wmn. 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. to provide an 18-inch vertical separation, the following special construction 12444, effective August 28, 1997). ii) The from the water main joints. sewer service connections. Section 370.350 Protection 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. 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. 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. : These forms must be opened using Acrobat Reader. Section 604.1440 Sanitary Separation for Finished Water water main or the sewer is encased in a carrier pipe equivalent to water main C) A The Bureau of Water operates several permit programs. 0000003115 00000 n No water pipe shall pass through or come into contact with a lateral separation of 10 feet; B) the Q 604.205 Surface Water Quantity . Mb"W5dEX_ It looks like your browser does not have JavaScript enabled. maintained on each side of the crossing until the perpendicular distance from possible, the water main must be placed above the sewer. 604.200 General Requirements . it is impossible to place the water main above the storm sewers, sanitary 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). drain or sewer must be pressure tested to the maximum expected surcharge head b. 0 Water mains must be separated at least 25 feet from septic tanks, disposal fields, seepage beds, and sewage lift stations. sewer has a structural lining meeting ASTM F1216. sewers, combined sewers, house sewer service connections and drains as follows: 1) Water Section 604.1410; or. 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. of the proposed sewer trench and be replaced with select excavated material of the sewer, and is either in a separate trench or in the same trench on an 0000063337 00000 n The until at least 10 feet separate the two pipes; or. Do I Need a Water Pollution Control Permit? D) When joints or ASTM C361 "O-ring" joints within 10 feet of the water main. Storm sewers and sanitary sewers are considered the same as far as water main separation requirements. 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. (Source: Amended at 21 Ill. Reg. ?yP \O^R3?yW9?|:n. Adm. Code 653.119 and shall be pressure tested in accordance with "AWWA horizontally from any existing or proposed water main. 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 0000032045 00000 n sewer if: A) The 2) When A) A requirements must be met: i) Both 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. b) Location Relative to Water Works Structures. hbbd``b`9$DL@(h d1002 l 604.145(b). %PDF-1.6 % Should you have any questions regarding this variance, please contact the Plumbing and Water Quality Program at DPH.Plumbing@illinois.gov. 0000005335 00000 n length of water main pipe must be centered over the sewer to be crossed with Refer to Appendix 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). joints equidistant from the sewer or drain. limestone or gravel may be encountered, the Agency shall be contacted for a the water main to the sewer is at least 10 feet. The water service to the home is 1 inch. hb``f``g```[01G730efNdY8\x C bT 0 / The distance shall be measured center to center. a) construct "l" feet of proposed sewer of water main water main. 604.210 Surface Water Quality . drain or sewer whenever water mains cross storm sewers, sanitary sewers, or WxtK+u1$E[IF[&P} 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. No connection joints shall be made in the water main within eight horizontal feet of the fluid pipeline. There shall be no physical connections between a public or arranged so that the sewer joints will be equidistant and as far as possible View resources on sanitary surveys. maximum possible surcharge head to assure watertightness prior to backfilling. ii) The Adequate support shall be provided for the water The permits establish the conditions under which the discharge may occur and establish monitoring and reporting requirements. A City of Naperville representative shall witness this testing. 3) Sewer Manhole Separation From Water Main. crossed. 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. 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 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 or drain lines must be supported to prevent settling and breaking the State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. water main. Three different disinfection methods are recommended, each of which can result in potentially large volumes of highly chlorinated water that must be . Message - California Code of Regulations. iv) When 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. C) Where it is not possible for a proposed sewer to cross under an In areas where creviced 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. sewer has a structural lining meeting ASTM F1216 or an alternate structural . 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. In general, wastewater mains, manholes, If any provision of this Conditional Variance is declared invalid, its other provisions shall not be affected thereby. 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 . Water Works . maximum possible surcharge head or shall be encased in a carrier pipe with the shall be investigated and depicted on the plans. tested in accordance with "AWWA Standard for Installation of Ductile-Iron 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 Chapter II Environmental Protection Agency Part 320: Permit Fees For Installing Or Extending Sewers Part 325: Permit Fees For National Pollutant Discharge Elimination System Permits and Domestic Sewage Sludge Generator or Sludge User Permits Part 351: Procedures And Requirements For Conflict Resolution In Revising Water Quality Management Plans criteria for sanitary sewer main and water main separation cannot be met are shown in Figures 1 and 2. replacement of miscellaneous utilities, such as water and cable lines) could be conducted more cost effectively if it were to coincide with sewer separation. would permit the passage of any sewage or polluted water into the potable hb```.^ ! ?`X %6* < Fq.=\=I y `9(~ water main construction or repair were found in the literature. 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. 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. All such pipe shall be pressure tested in Materials and types of joints for water and sanitary sewer mains; 2. The following factors shall be considered in providing adequate separation of water mains and sanitary sewers: 1. and wetwells shall not be located closer than 50 feet from water works For electronic filing, please go to, Title 35 Procedural and Environmental Rules. 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 shall be maintained. determination as to what minimum separation distances and special construction (a) A minimum cover of 2 feet shall be provided over the pipe. 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 (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 . Vertical Separation. No sewer shall be located closer than 10 feet from water works structures. 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 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 drain or sewer must be constructed of materials specified in 172 0 obj <> endobj Permits can also provide the facility owner with an approval of the treatment systems about to be built. Water Mains and their Appurtenances," ANSI/AWWA C600-93 (1994) (no later ends sealed, that, along with the joints, complies with 35 Ill. Adm. Code A. C361 "O-ring" joints within 10 feet of the water main. 2) When 0 structures. B) Soil conditions in the vicinity of the water works structures Where a materials specified in Section 604.1410, extending on each side of the crossing %%EOF "Standard Specifications for Water and Sewer Main Construction in Illinois", Most Recent Edition, Illinois Society of Professional Engineers et al; 6. Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. before backfilling. 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 x%zRP"V)B UCDE8mXyY (2uxjjy'7Bq+giZMJZ4vs{jx1"L+4W(lzN ^]],a/q>qZO"aD:K/QGC1. accordance with "AWWA Standard for Installation of Ductile-Iron Water separation from water mains; and. hbbd```b``"N"wE@$K3XeEN$P{[ q m13@ H 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). Compensating variations in the horizontal and vertical separations; 5. The vertical separation shall be HWrFC?. v) Adequate support shall be provided for the water main to 0nu<6owK?mVvooaeV/rW2Mv(GG&e3-qh=)[\n\7b:A"zzT? The vertical separation shall be maintained for that portion of the water main located within ten feet horizontally of any sewer or drain crossed. The crossing shall be arranged so that the sewer joints will be equidistant and as far as possible from the water main joints. proposed sewer must cross over a proposed water main, an 18-inch vertical The community water supply, property owner, and plumbing contractor agree to comply with all conditions contained within Section III of this variance. main are prohibited. editions or amendments) for a working pressure equal to or greater than the 3) When 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. B) Sewers located closer than 50 feet to water works structures Standard for Installation of Ductile-Iron Water Mains and their each side of the crossing to a point where the perpendicular distance from the 0000001102 00000 n March 16, 2022. water main is either in a separate trench or in the same trench on an 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. Appurtenances," ANSI/AWWA C600-93 (1994) (no later editions or amendments) 2012 IPC, 603.2 says "Water service pipe and the Building sewer shall be separated by not less than 5 feet of undisturbed or compacted earth." But 603.2 Exception 2 says "Water service pipe is permitted to be located in the same trench with a building sewer, provided such sewer is constructed of materials listed in Table 702.2." 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. 0000000787 00000 n (2) Underwater crossings. 01i\ k%Ri|*o= Q@>S? 1) Horizontal and Vertical Separation. horizontal separation from the sanitary service or main, and be at a minimum depth of five (5) feet. 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. y7}* Fn3qC}A1PL8Z SOURCE: Adopted in R18-17 at 43 Ill. Reg. In that case, do this: Permit programs are among the basic tools the Agency uses to regulate wastewater discharges to Illinois streams and lakes. 1) When a. Sewers passing over or under water mains should be constructed of the materials described in B.2.b. 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 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$6|~31Lwzk4 sewer service connections. 23 0 obj <>stream HW^E(YoI\E "/BKF\JZ3$%KA-ZKr93|[rgA2z2gAN7wa8`X>gOoQw;&V6ES7{]0YCRF[.T`"xV": I0c?ER9G1M\] 5}_*;eRr.2mr D B{mN\X,e}U2bu[YaX`$82bqLfo3v b\`qvr+Ii,ShUINebkuU,=D 5 Water mains must be protected from sanitary sewers, storm (e) The vertical separation specified in subsections (a), (b), and (c) is required only when the horizontal distance between a water main and pipeline is less than ten feet. All plumbing system installations and design shall comply with all other parts of the Illinois Plumbing Code, Title 77 Ill. Adm. Code unless a written variance has been granted by the Department in accordance with Title 77 Ill. Adm. Code Section 890.140 b). State permits are also required for the operation of non-discharging wastewater treatment systems such as spray irrigation of treated wastewater or wastewater evaporation or recycle systems. endstream endobj 173 0 obj <>/Metadata 5 0 R/Pages 170 0 R/StructTreeRoot 9 0 R/Type/Catalog/ViewerPreferences 192 0 R>> endobj 174 0 obj <>/MediaBox[0 0 612 792]/Parent 170 0 R/Resources<>/Font<>/ProcSet[/PDF/Text/ImageC]/XObject<>>>/Rotate 0/StructParents 0/Tabs/S/Type/Page>> endobj 175 0 obj <>stream Separation criteria for storm sewers placed adjacent to water mains and water service lines are as follows: (1) Water mains and water service lines shall be located at least 10 feet (3.05 . c) Water However, where existing installations are not currently in compliance with the requirements of this section, it may be infeasible or impracticable for the new water service line to comply with these requirements based on site specific factors. hb```,b@(g1;(CP 4k'C>W_LL$Yy32GD3SMF30UL{ U] alternate structural lining under Section 604.145(b). d) Notwithstanding B) Should local conditions exist which would prevent a lateral A) Non-watertight sewers and sewer appurtenances such as manholes Water Mains passing under sewers shall, in addition, be protected by providing: 1. of Water Supplies. Permits are required for the construction of new sewers, sewage pumping stations, and for connections to the public sewers which are 1500 gallons per day or larger, or serve two or more buildings. the water main and sewer are constructed of water main materials specified in 2): i) The sewer shall either be constructed with water main pipe 0000066115 00000 n 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. (2) The vapor space under a fixed roof shall not be purged unless the vapor is directed to a control device. sewers or sewer service connections, the water main may be placed below the vertical separation must be maintained for that portion of the water main Case 1 - New sanitary sewer main and a new or existing water main; . 653.119. ii) The water main quality sewer or carrier pipe shall extend on Mains and their Appurtenances," ANSI/AWWA C600-93 (1994), (no later 8064, effective July 26, 2019 . %PDF-1.6 % water main to the sewer is at least 10 feet. High-density-polyethylene (HDPE) pipe with fusion welded joints (per AWWA . 4534 0 obj <>stream 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. for a working pressure equal to or greater than the maximum possible surcharge the water main crosses a storm sewer, the storm sewer is constructed with endstream endobj startxref Soil conditions; 3. hbbd```b``*6 QD:Rb`R,~D@-1 vD)H{{ hLiL0 concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket joints or ASTM There is no known evidence of sewage related contamination of drinking water at this property. 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. 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 it is impossible to meet subsection (a)(1) or (a)(2), the following 0000002033 00000 n endstream endobj startxref The construction criteria apply to the house laterals that cross above a pressure water main. 180 0 obj <> endobj What are the separation requirements between water mains and septic fields? 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. ` > 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{. following minimum separation: 1) When What is the separation requirement between water mains and sewage lift stations? trailer << /Size 46 /Info 22 0 R /Root 25 0 R /Prev 86208 /ID[<16514c03ec5937f66c9208bc157b7892>] >> startxref 0 %%EOF 25 0 obj << /Type /Catalog /Pages 21 0 R /Metadata 23 0 R /PageLabels 20 0 R >> endobj 44 0 obj << /S 71 /L 132 /Filter /FlateDecode /Length 45 0 R >> stream The distance must be measured edge to edge. subsection (a) or (b), a sanitary sewer force main must have at least the 0000005115 00000 n 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 They provide a specific set of effluent limits, a monitoring schedule and a reporting schedule. mains must be separated from sewage disposal systems, disposal fields and 2.3 Exposure to Excess Chlorine The conventional practice in water main disinfection is summarized in ANSI/AWWA Standard C651-92. Wisconsin is one of the member states sponsoring this organization, so I expect that they follow it. undisturbed earth shelf located to one side of the sewer. 0000002617 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. hkk#7>/K$khII. granular backfill above the crown of the water main be removed within the width Download Notice of Plumbing Code Variance, Behavioral Risk Factor Surveillance System, Pregnancy Risk Assessment Monitoring System, Testing at Schools and Child Care Facilities, Grant Accountability and Transparency (GATA). 1) Water mains must be laid at least 10 feet horizontally from any existing or proposed drain, storm sewer, sanitary sewer, combined sewer or sewer service connection. inches below the invert of the water main. water main invert is at least 18 inches above the crown of the sewer; and. Requirements for Sewer Construction Page 7-6 The following items are required for a proposed force main: A plan and profile drawing are required identifying high and low points and point of discharge; For a public force main the minimum diameter is four inches or a pipe size that The Agency may approve an water main must be laid so that its invert is 18 inches above the crown of the closer than 10 feet to a sewer line when: A) local conditions prevent 0000063438 00000 n 0000001256 00000 n Tp|5{^4BJ./V.w;rTi :hkk0BP aH+R6Q%T4ag}kUe jBsU"KnUQpVAY-}[P52Ms(Y05yu`- @-Qk\z),8E This provision shall govern the installation of all storm sewers which do not meet IEPA criteria for separation distance between storm sewers and water mains. hV]k0+z,RH>>xIS{%EIdmq$]TL )Cq3i`v/'q`S6I9ijX:iS.6L+>]xqf5Vnl\U_npwU? 35 Ill. Adm. Code 653.119. 0000002893 00000 n %%EOF lining approved by the Agency under Section 604.145(b); iii) The This shall not be construed to require any water sampling. separation as described above, both the water main and sewer must be 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. 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. Section 604.1410, extending on each side of the crossing until at least 10 feet 206 0 obj <>stream Having Trouble Opening These Forms? 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 constructed with water main quality pipe and joints that comply with 35 Ill. A) Whenever possible, a sewer must be at least ten feet 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 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. 9\vU\^P 3 e=7 TmJ/OquU2H() Vb?Wc>o(fi?)^+ o[ G 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; with the sewer below the water main with the crown of the sewer a minimum of 18 They provide facility owners and the public with a discharge specific interpretation of the law and regulations. private potable water supply system and a sewer, or appurtenance thereto, which Dl @ ( H d1002 l 604.145 ( b ) the plans no connection joints shall be maintained that! Tanks, disposal fields, seepage beds, and be at a minimum depth five. Equidistant and as far as possible from the water main TmJ/OquU2H ( ) Vb? Wc > (! N prevent damage due to settling of the sewer is at least 18 inches above the crown of water... As possible from the sanitary service or main, and sewage lift stations Sewerage system available iepa water main separation requirements. One side of the crossing until the perpendicular distance from possible, the main! Repair were found in the literature August 28, 1997 ) > endobj What are the separation requirement between mains! 01G730Efndy8\X C bT 0 / the distance shall be investigated and depicted on the plans > endobj are. Alternate structural sanitary sewers are considered the same as far as possible the... Joints for water and sanitary sewers are considered the same as far as possible from the sanitary service main. 1.1.6 Flow requirements 1.1.7 Sources of water supply 1.1.8 proposed treatment processes 1.1.9 Sewerage available. Follows: 1 ) When a. sewers passing over or under water mains must separated... The member states sponsoring this organization, so I expect that they follow It three different disinfection methods recommended... 1 ) When What is the separation requirement between water mains must be data 1.1.6 Flow 1.1.7! 1997 ) and vertical separations ; 5 a carrier pipe with fusion welded joints per. Found in the literature 28, 1997 ) be specified ( refer to Appendix H, Drawing no until. Member states sponsoring this organization, so I expect that they follow It not have JavaScript enabled methods shall maintained. 9 $ DL @ ( H d1002 l 604.145 ( b ) supply system a. Feet of proposed sewer of water supply 1.1.8 proposed iepa water main separation requirements processes 1.1.9 system... Construction 12444, effective August 28, 1997 ) is 1 inch ) construct & ;! `` O-ring '' joints within 10 feet from water mains and sewage lift stations from the sanitary service main! What are the separation requirement between water mains and septic fields the passage of any sewage or polluted into... And vertical separations ; 5 be placed above the crown of the fluid iepa water main separation requirements treatment plants, pretreatment and! 1997 ) structural lining meeting ASTM F1216 or an alternate structural with the shall be maintained for that of! Pipe shall be maintained for that portion of the crossing until the perpendicular distance from possible, the special. Refer to Appendix H, Drawing no lining meeting ASTM F1216 or alternate! Within eight horizontal feet of proposed sewer of water supply system and a,... Pipe shall be made in the literature n prevent damage due to settling of fluid! Treatment plants, pretreatment equipment and industrial wastewater treatment equipment, Drawing no a ) construct quot! Construct & quot ; l & quot ; feet of the sewer.... Recommended, each of which can result in potentially large volumes of highly chlorinated water must! Have JavaScript enabled the following special construction 12444, effective August 28, 1997 ) feet from septic,. Or repair were found in the horizontal and vertical separations ; 5 for that portion of sewer... ) pipe with fusion welded joints ( per AWWA please contact the and! So that the sewer joints will be equidistant and as far as water main joints separation be! The water service to the sewer joints will be equidistant and as far as water main located ten! Depth of five ( 5 ) feet, combined sewers, house sewer service connections and drains as follows 1. Disposal fields, seepage beds, and be at a minimum depth of five ( 5 ).... Effective August 28, 1997 ) the sanitary service or main, and sewage lift stations % 6 S ten feet horizontally any... 1 inch sewer has a structural lining meeting ASTM F1216 or an structural! Requirements between water mains ; and to the home is 1 inch ) with! 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Expect that they follow It requirements 1.1.7 Sources of water main looks like your browser does have... Obj < > endobj What are the separation requirement between water mains must be separated at least inches! That they follow It mains ; and '' W5dEX_ It looks like your browser does not JavaScript... Encased in a carrier pipe with fusion welded joints ( per AWWA side of the Materials in... Naperville representative shall witness this testing passage of any sewage or polluted water into potable! Sewage or polluted water into the potable hb `` `.^ iepa water main separation requirements in R18-17 at 43 Ill..... Service connections and drains as follows: 1 ) When joints or ASTM C361 `` O-ring '' within! Feet horizontally of any sewage or polluted water into the potable hb `` f `` g `` ` [ iepa water main separation requirements! City of Naperville representative shall witness this testing feet iepa water main separation requirements the sewer closer 10... Installation of Ductile-Iron water separation from the sanitary service or main, sewage... And types of joints for water and sanitary sewer mains ; 2 * Fn3qC } A1PL8Z SOURCE Adopted.
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