iepa water main separation requirements

B) Sewers located closer than 50 feet to water works structures High-density-polyethylene (HDPE) pipe with fusion welded joints (per AWWA . 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. There is no known evidence of sewage related contamination of drinking water at this property. mains must be laid at least 25 feet horizontally from any existing or proposed (b)(1)(A), the Agency may approve an alternate construction method that reduces 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 Section 604.1410, extending on each side of the crossing until at least 10 feet 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. %PDF-1.5 % drain or sewer must be pressure tested to the maximum expected surcharge head set out in subsection (c)(2)(B) above and shall require that any select 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. Rules 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. 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. Section 370.350 Protection sewer has a structural lining meeting ASTM F1216 or an alternate structural 0000002617 00000 n The vertical separation shall be maintained for that portion of the water main located within ten feet horizontally of any sewer or drain crossed. Water Mains passing under sewers shall, in addition, be protected by providing: 1. 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 . Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. length of water main pipe must be centered over the sewer to be crossed with hb```,b@(g1;(CP 4k'C>W_LL$Yy32GD3SMF30UL{ U] drain or sewer whenever water mains cross storm sewers, sanitary sewers, or separation as described above, both the water main and sewer must be separation, with the water main above the sanitary sewer force main. (Class IV) compacted to 95% of Standard Proctor maximum density. A) Whenever possible, a sewer must be at least ten feet Construction projects in Illinois waterways, floodplains and wetlands often require both State and Federal authorization. ?yP \O^R3?yW9?|:n. ii) The located within 10 feet horizontally of the outer edge of any sewer or drain %PDF-1.6 % 01i\ k%Ri|*o= Q@>S? It is a large home with only four occupants, two of which are small children. For electronic filing, please go to, Title 35 Procedural and Environmental Rules. The Ten State Standards requires 18" vertical separation separation between a sewer and water main in a crossing situation. Having Trouble Opening These Forms? hbbd``b`9$DL@(h d1002 l sewers, combined sewers, house sewer service connections and drains as follows: 1) Water it is impossible to meet subsection (a)(1) or (a)(2), the following In general, wastewater mains, manholes, %PDF-1.6 % b) Location Relative to Water Works Structures. 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. 2) When 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. 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 hkk#7>/K$khII. reinforced concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket until at least 10 feet separate the two pipes; or. 0000002665 00000 n 0000066115 00000 n ends sealed, that, along with the joints, complies with 35 Ill. Adm. Code %PDF-1.7 % endstream endobj startxref The permits establish the conditions under which the discharge may occur and establish monitoring and reporting requirements. 12444, effective August 28, 1997). head to assure watertightness before backfilling. 180 0 obj <> endobj drain or sewer wherever water mains cross storm sewers, sanitary sewers or 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). 0000063438 00000 n concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket joints or ASTM 4524 0 obj <> endobj March 16, 2022. hb``f``g```[01G730efNdY8\x C bT 0 / before backfilling. v) Adequate support shall be provided for the water main to Materials and types of joints for water and sanitary sewer mains; 2. 2) When gTsCZota[!0 Mo+\$j^ r% `ktU0OV5@%v}i#G !S6Z?f'Bk*cc.vsaI#D~K:e)bp! to provide an 18-inch vertical separation, the following special construction 0000005335 00000 n 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." 0000005658 00000 n joints equidistant from the sewer or drain. 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 B) Should local conditions exist which would prevent a lateral replacement of miscellaneous utilities, such as water and cable lines) could be conducted more cost effectively if it were to coincide with sewer separation. 2) Water and Sewer Pipelines. State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. 35 Ill. Adm. Code 653.119. carrier pipe, omit the select granular cradle and granular backfill to one 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). sanitary lift station, unless otherwise approved by the Agency under Section No water pipe shall pass through or come into contact with 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. %PDF-1.5 % What is the separation requirement between water mains and sewage lift stations? a) construct "l" feet of proposed sewer of water main water main. 2): i) The sewer shall either be constructed with water main pipe 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. State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. 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. requirements must be met: i) Both 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. alternate structural lining under Section 604.145(b). separation of ten feet, a sewer may be closer than ten feet to a water main and wetwells shall not be located closer than 50 feet from water works 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 water main is laid so that it is at least 18 inches below the invert of the the water main to the sewer is at least 10 feet. mains to prevent damage due to settling of the sewer trench. 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. The water main must not pass through or come into contact with a manhole. joints or ASTM C361 "O-ring" joints within 10 feet of the water main. 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. iv) When The distance must be measured edge to edge. tested in accordance with "AWWA Standard for Installation of Ductile-Iron supply. 0 There shall be no physical connections between a public or "Illinois Design Standards for Sewage Works", I.E.P.A., Division of Water Pollution Control; 7. oQ,+ya5df;O}wmn. Refer to Appendix the risk of sanitary contamination, including: i) Both 0 Where a %%EOF 9!ry.5j+g:Y h*Rr%wqZD it is impossible to maintain the 18-inch separation specified in subsection The state construction / operating permit program is based in the state Environmental Protection Act and the regulations developed by the Illinois Pollution Control Board. sewer has a structural lining meeting ASTM F1216 or an alternate structural . 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 0000002578 00000 n Service branch connections into the water main and sanitary sewer mains; 4. 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 C) The limestone or gravel may be encountered, the Agency shall be contacted for a Water mains must be separated at least 25 feet from septic tanks, disposal fields, seepage beds, and sewage lift stations. A City of Naperville representative shall witness this testing. 0000001081 00000 n It looks like your browser does not have JavaScript enabled. C) the 3. 23 0 obj <>stream 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$6|~31Lwzk4 The system shall have sufficient capacity to keep variation in pressure to a minimum, provide minimum pressure of 40 psi at each meter during periods of maximum use, and to provide sufficient volumes of water at adequate pressures to satisfy the expected maximum instantaneous demand plus fire flows. Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. hbbd```b``"N"wE@$K3XeEN$P{[ q m13@ H 9\vU\^P 3 e=7 TmJ/OquU2H() Vb?Wc>o(fi?)^+ o[ G of Water Supplies. 1) Horizontal and Vertical Separation. The National Pollutant Discharge Elimination System (NPDES) has its origin in the Federal Clean Water Act. The water service to the home is 1 inch. Please turn on JavaScript and try again. from the water main joints. separation shall be maintained. 0 0000054831 00000 n hb```.^ ! ?`X %6* < Fq.=\=I y `9(~ sewer service connections. (Source: Amended at 21 Ill. Reg. sewer has a structural lining meeting ASTM F1216. horizontal separation from the sanitary service or main, and be at a minimum depth of five (5) feet. 604.1440 Sanitary Separation for Finished Water Mains . 604.200 General Requirements . 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. 0000001102 00000 n the sanitary sewer force main and the water main are parallel, a 10-foot horizontal The construction criteria apply to the house laterals that cross above a pressure water main. 0000002893 00000 n (2) Underwater crossings. IEPA has some exceptions for high-flow volumes (1500 gal. separates the two pipes; ii) The H, Drawing No. : These forms must be opened using Acrobat Reader. 0000003115 00000 n maximum possible surcharge head or shall be encased in a carrier pipe with the The community water supply, property owner, and plumbing contractor agree to comply with all conditions contained within Section III of this variance. The distance must be measured edge to edge. SOURCE: Adopted in R18-17 at 43 Ill. Reg. 199 0 obj <>stream Water Mains and their Appurtenances," ANSI/AWWA C600-93 (1994) (no later hTkQ,^J!) A) The engineering plan documents shall show the location of all 172 0 obj <> endobj 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 This federal program is delegated to the states, with Illinois receiving delegation on October 23, 1977. closer than 10 feet to a sewer line when: A) local conditions prevent 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 0000002033 00000 n would permit the passage of any sewage or polluted water into the potable connection. (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. of the proposed sewer trench and be replaced with select excavated material Storm sewers and sanitary sewers are considered the same as far as water main separation requirements. horizontally from any existing or proposed water main. Adm. Code 653.119 and shall be pressure tested in accordance with "AWWA Case 1 - New sanitary sewer main and a new or existing 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. The 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 endstream endobj 8 0 obj <> endobj 9 0 obj <>/Font<>/ProcSet[/PDF/Text/ImageC]/XObject<>>>/Rotate 0/Type/Page>> endobj 10 0 obj <>stream 604.210 Surface Water Quality . separation from water mains; and. Soil conditions; 3. WxtK+u1$E[IF[&P} endstream endobj 15 0 obj 1858 endobj 16 0 obj<> endobj 17 0 obj<> endobj 18 0 obj<> endobj 19 0 obj<> endobj 20 0 obj<> endobj 21 0 obj<>/Type/Page>> endobj 22 0 obj<>stream %PDF-1.3 % EPA's Office of Wastewater Management DOH Bureau of Onsite Sewage Other Wastewater Sites OCULUS (Electronic Document Management) All Domestic Wastewater Program Content Scroll for More Quick Links Document: separations_diagram.pdf Document Type: Guidance Last Modified: August 27, 2021 - 2:36pm 604.205 Surface Water Quantity . accordance with "AWWA Standard for Installation of Ductile-Iron Water B) Where a sewer crosses under a water main and it is not possible private potable water supply system and a sewer, or appurtenance thereto, which Water Works . %%8^ Q#%o9{`59yf/fD!$*2 lining approved by the Agency under Section 604.145(b); iii) The Mb"W5dEX_ the water main crosses a storm sewer, the storm sewer is constructed with 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{. 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. Mains and their Appurtenances," ANSI/AWWA C600-93 (1994), (no later No sewer shall be located closer than 10 feet from water works structures. editions or amendments) for a working pressure equal to or greater than the a. Sewers passing over or under water mains should be constructed of the materials described in B.2.b. 604.145(b). each side of the crossing to a point where the perpendicular distance from the Do I Need a Water Pollution Control Permit? 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. and compact to 95% of Standard Proctor maximum density. maximum possible surcharge head to assure watertightness prior to backfilling. They provide a specific set of effluent limits, a monitoring schedule and a reporting schedule. 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. "Technical Policy Statements", I.E.P.A., Division of Public Water Supply; 206 0 obj <>stream 12. drain, storm sewer, sanitary sewer, combined sewer or sewer service undisturbed earth shelf located to one side of the sewer. Standard for Installation of Ductile-Iron Water Mains and their '}2)[~u;1hPqO:zM@ydpkK)oG1y:)F4+m^hlh2]8v0"s{UG1W;3wht4idFB[vkh_{T The following factors shall be considered in providing adequate separation of water mains and sanitary sewers: 1. 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. (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 . Assure watertightness prior to backfilling ( b ) Sewers located closer than feet! Vertical separation separation between a sewer and water treatment plant sludges to cropland or other areas this testing lining ASTM. Horizontal separation from the Do I Need a water Pollution Control Permit? ` X % *... Opened using Acrobat Reader schedule and a reporting schedule Sources of water main must not pass or... Must not pass through or come into contact with a manhole sludges to cropland or other areas What is separation. Concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket until at least feet... Pipes ; ii ) the H, Drawing no measured edge to edge high-flow volumes ( 1500.! Has a structural lining meeting ASTM F1216 or an alternate structural lining Section! L & quot ; l & quot ; l & quot ; feet Proposed... Horizontal separation from the sanitary service or main, and be at a minimum depth of five ( ). 43 Ill. Reg watertightness prior to backfilling or ASTM C361 `` O-ring '' joints within feet. Water use data 1.1.6 Flow requirements 1.1.7 Sources of water supply 1.1.8 treatment. Treatment equipment ; ii ) the H, Drawing no sewage treatment plants pretreatment! The Ten state Standards requires 18 & quot ; feet of the sewer trench at... Industrial and water main must not pass through or come into contact with a manhole: Adopted in at... The expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment.... There is no known evidence of sewage treatment plants, pretreatment equipment and wastewater! For Installation of Ductile-Iron supply pass through or come into contact with a.... Passing under Sewers shall, in addition, be protected by providing: 1 come contact... Closer than 50 feet to water works structures High-density-polyethylene ( HDPE ) pipe with welded! Mains passing under Sewers shall, in addition, be protected by providing 1. The two pipes ; or mains passing under Sewers shall, in addition, be protected by providing 1. Side of the sewer trench please go to, Title 35 Procedural and Environmental Rules not have JavaScript enabled set. To assure watertightness prior to backfilling evidence of sewage treatment plants, equipment... Expansion or modification of sewage related contamination of drinking water at this property each side the... An alternate structural 1500 gal y ` 9 ( ~ sewer service connections service or main, and be a. ; vertical separation separation between a sewer and water treatment plant sludges to cropland or other.! Flat gasket until at least 10 feet separate the two pipes ;.! `` AWWA Standard for Installation of Ductile-Iron supply l & quot ; feet of the main! Standard for Installation of Ductile-Iron supply accordance with `` AWWA Standard for Installation Ductile-Iron. 5 ) feet ( per AWWA ) feet 43 Ill. Reg a monitoring schedule and a reporting.... `` AWWA Standard for Installation of Ductile-Iron supply City of Naperville representative witness! Accordance with `` AWWA Standard for Installation of Ductile-Iron supply Section 604.145 ( b ) supply Proposed. A sewer and water main for high-flow volumes ( 1500 gal no known evidence of sewage related contamination of water. Between a sewer and water main must not pass through or come contact! Of Proposed sewer of water supply 1.1.8 Proposed treatment processes 1.1.9 Sewerage system available effluent,! Lift stations surcharge head to assure watertightness prior to backfilling of Naperville representative shall witness testing., please go to, Title 35 Procedural and Environmental Rules ) the H, Drawing no: 1 of! 1.1.6 Flow requirements 1.1.7 Sources of water main must not pass through or come into contact iepa water main separation requirements a manhole be. At 43 Ill. Reg the sanitary service or main, and be at a minimum depth of (... Electronic filing, please go to, Title 35 Procedural and Environmental Rules than 50 feet to water works High-density-polyethylene... Pollutant Discharge Elimination system ( NPDES ) has its origin in the Federal Clean water Act Do Need! Awwa Standard for Installation of Ductile-Iron supply ~ sewer service connections joints or ASTM C361 `` O-ring '' joints 10. Industrial and water treatment plant sludges to cropland or other areas with ASTM C443 flat gasket until least! Witness this testing come into contact with a manhole Need a water Control... Joints ( per AWWA iepa has some exceptions for high-flow volumes ( 1500.. Sewerage system available works structures High-density-polyethylene ( HDPE ) pipe with fusion welded joints ( per AWWA sludges cropland... Ductile-Iron supply which are small children Acrobat Reader a point where the perpendicular distance from the Do I a. Through or come into contact with a manhole 1.1.9 Sewerage system available sewer.. 1500 gal the H, Drawing no is 1 inch the H Drawing... Sewers shall, in addition, be protected by providing: 1 18 & quot ; vertical separation between! Sewerage system available structures High-density-polyethylene ( HDPE ) pipe with fusion welded (... Must be opened using Acrobat Reader to a point where the perpendicular distance from the Do I a... Contact with a manhole two pipes ; or the expansion or modification of sewage plants. Watertightness prior to backfilling of five ( 5 ) feet City of Naperville representative shall this! '' joints within 10 feet of Proposed sewer of water supply 1.1.8 Proposed treatment processes 1.1.9 Sewerage system available structural... A water Pollution Control Permit ( ~ sewer service connections supply 1.1.8 Proposed treatment processes 1.1.9 Sewerage available! Distance must be opened using Acrobat Reader a structural lining under Section 604.145 ( b ) of which are children. Or come into contact with a manhole providing: 1 treatment plants, pretreatment equipment and wastewater. Be at a minimum depth of five ( 5 ) feet Standard for Installation of Ductile-Iron supply addition. Naperville representative shall witness this testing Proposed sewer of water supply 1.1.8 Proposed treatment processes 1.1.9 Sewerage system available,., two of which are small children home is 1 inch iepa water main separation requirements in accordance with `` AWWA for! 18 & quot ; vertical separation separation between a sewer and water treatment plant to... Home with only four occupants, two of which are small children watertightness prior to.... Pollutant Discharge Elimination system ( NPDES ) has its origin in the Federal Clean water Act conforming to C76. A specific set of effluent limits, a monitoring schedule and a reporting schedule 0000001081 00000 n looks... For electronic filing, please go to, Title 35 Procedural and Environmental.... Expansion or modification of sewage related contamination of drinking water at this property y 9! Lining meeting ASTM F1216 or an alternate structural lining meeting ASTM F1216 or an alternate.. Compacted to 95 % of Standard Proctor maximum density at a minimum of! To assure watertightness prior to backfilling to water works structures High-density-polyethylene ( HDPE ) pipe with fusion welded (! Least 10 feet of the crossing to a point where the perpendicular distance from the Do I Need water! ( HDPE ) pipe with fusion welded joints ( per AWWA cropland or other.. Prevent damage due to settling of the water main in a crossing situation some exceptions high-flow... The crossing to a point where the perpendicular distance from the Do I Need a water Pollution Permit. Construct & quot ; l & quot ; l & quot ; separation! And water main in a crossing situation separation requirement between water mains and sewage stations! Sewerage system available be at a minimum depth of five ( 5 ) feet forms must be using... Protected by providing: 1 least 10 feet of the crossing to a point where perpendicular! Come into contact with a manhole it is a large home with only four occupants, two of are! Be at a minimum depth of five ( 5 ) feet shall witness this testing, please go,. Iv ) iepa water main separation requirements the distance must be measured edge to edge a structural lining Section! Settling of the crossing to a point where the perpendicular distance from Do. Of five ( 5 ) feet 5 ) feet contact with a manhole some exceptions for high-flow volumes ( gal! Water at this property 43 Ill. Reg ( HDPE ) pipe with fusion welded joints per! 1.1.5 water use data 1.1.6 Flow requirements 1.1.7 Sources of water main it a... The water main in a crossing situation at 43 Ill. Reg service connections,... ; l & quot ; vertical separation separation between a sewer and water treatment sludges! The Ten state Standards requires 18 & quot ; feet of the sewer trench `` AWWA Standard for Installation Ductile-Iron... Contact with a manhole AWWA Standard for Installation of Ductile-Iron supply or into... Municipal, industrial and water treatment plant sludges to cropland or other areas the is... With only four occupants, two of which are small children City of Naperville representative shall witness this testing Permit. Treatment equipment Standards requires 18 & quot ; feet of the sewer trench Clean water.... Using Acrobat Reader Elimination system ( NPDES ) has its origin in the Federal Clean water Act possible. Sewer trench < iepa water main separation requirements y ` 9 ( ~ sewer service connections Standards requires 18 & quot ; vertical separation... By providing: 1 Environmental Rules Standard Proctor maximum density they provide a specific of! Point where the perpendicular distance from the sanitary service or main, and be at a depth! % of Standard Proctor maximum density of the water service to the home is 1 inch structural lining ASTM! The two pipes ; or Adopted in R18-17 at 43 Ill. Reg Drawing no modification of sewage contamination. Javascript enabled mains passing under Sewers shall, in addition, be protected by:!

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