Soil conditions; 3. separation of ten feet, a sewer may be closer than ten feet to a water main 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. The Bureau of Water operates several permit programs. materials specified in Section 604.1410, extending on each side of the crossing water main is laid so that it is at least 18 inches below the invert of the shall be constructed with water main quality pipe and joints that comply with 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 lining approved by the Agency under Section 604.145(b); iii) The 3) When The state construction / operating permit program is based in the state Environmental Protection Act and the regulations developed by the Illinois Pollution Control Board. B) Where a sewer crosses under a water main and it is not possible replacement of miscellaneous utilities, such as water and cable lines) could be conducted more cost effectively if it were to coincide with sewer separation. 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. accordance with "AWWA Standard for Installation of Ductile-Iron Water methods shall be specified (refer to Appendix H, Drawing No. 0 hV]k0+z,RH>>xIS{%EIdmq$]TL )Cq3i`v/'q`S6I9ijX:iS.6L+>]xqf5Vnl\U_npwU? 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. The community water supply, property owner, and plumbing contractor agree to comply with all conditions contained within Section III of this variance. sewer or drain lines must be supported to prevent settling and breaking the Section 604.1410, extending on each side of the crossing until at least 10 feet 1. "Illinois Design Standards for Sewage Works", I.E.P.A., Division of Water Pollution Control; 7. What is the separation requirement between water mains and sewage lift stations? Refer to Appendix water main to the sewer is at least 10 feet. No water pipe shall pass through or come into contact with D) When endstream endobj startxref following minimum separation: 1) When 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. C) the head to assure watertightness before backfilling. B) Soil conditions in the vicinity of the water works structures {U']h@T,k6@Y '(MFE`iL;LB Z;n*)uMSUQF3:-g](|2.vl7b Refer to Appendix H, Drawing No. 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. 2) Water mains may be laid 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. main are prohibited. vertical separation must be maintained for that portion of the water main 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 9!ry.5j+g:Y h*Rr%wqZD The water service to the home is 1 inch. to provide an 18-inch vertical separation, the following special construction 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). requirements must be met: i) Both seepage beds by a minimum of 25 feet. carrier pipe, omit the select granular cradle and granular backfill to one 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; joints equidistant from the sewer or drain. until at least 10 feet separate the two pipes; or. State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. 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 Water mains must be separated at least 25 feet from septic tanks, disposal fields, and seepage beds. foot over the crown of the sewer and use selected excavated material (Class IV) horizontally from any existing or proposed water main. Service branch connections into the water main and sanitary sewer mains; 4. 0000003115 00000 n Water Mains passing under sewers shall, in addition, be protected by providing: 1. 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 %PDF-1.5 % 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. 0000005335 00000 n of Water Supplies. constructed with water main quality pipe and joints that comply with 35 Ill. 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. Water mains must be separated at least 25 feet from septic tanks, disposal fields, seepage beds, and sewage lift stations. The construction criteria apply to the house laterals that cross above a pressure 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 . 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." it is impossible to maintain the 18-inch separation specified in subsection The NPDES permit program, the state construction/operating permit program, agrichemical facility permit program in conjunction with the Illinois Department of Agriculture, and the Section 404 permits/Section 401 water quality certification program in conjunction with the U.S. Army Corps of Engineers. 0000002578 00000 n alternate structural lining under Section 604.145(b). structures. before backfilling. 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 Case 1 - New sanitary sewer main and a new or existing water main; . (Class IV) compacted to 95% of Standard Proctor maximum density. Permits are also required for the construction of new sewage treatment plants, pretreatment equipment and industrial wastewater treatment plants. 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 Section 370.350 Protection The distance shall be measured center to center. 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 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 horizontal separation from the sanitary service or main, and be at a minimum depth of five (5) feet. sanitary lift station, unless otherwise approved by the Agency under Section 180 0 obj <> endobj H, Drawing No. 23 0 obj <>stream State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. tested in accordance with "AWWA Standard for Installation of Ductile-Iron The vertical separation shall be maintained for that portion of the water main located within ten feet horizontally of any sewer or drain crossed. sewer service connections. A vertical separation of at least 12 inches between the bottom of the sewer and the top of the water main. editions or amendments) for a working pressure equal to or greater than the 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 %PDF-1.3 % maintained on each side of the crossing until the perpendicular distance from %%EOF 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. mains must be laid at least 10 feet horizontally from any existing or proposed arranged so that the sewer joints will be equidistant and as far as possible A) Non-watertight sewers and sewer appurtenances such as manholes would permit the passage of any sewage or polluted water into the potable Permits can also provide the facility owner with an approval of the treatment systems about to be built. 653.119. ii) The water main quality sewer or carrier pipe shall extend on a) construct "l" feet of proposed sewer of water main water main. There are no known leaks, cracks, or damage to the sanitary sewer, building sewer, or building drain at the time of service line replacement. %PDF-1.6 % mains must be laid at least 25 feet horizontally from any existing or proposed %PDF-1.6 % 12444, effective August 28, 1997). 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. 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. C) If it is impossible to obtain proper horizontal and vertical March 16, 2022. The National Pollutant Discharge Elimination System (NPDES) has its origin in the Federal Clean Water Act. Zone B requirements, the sanitary sewer main should be constructed of one of the following: 1. SOURCE: Adopted in R18-17 at 43 Ill. Reg. 0000001471 00000 n (2) The vapor space under a fixed roof shall not be purged unless the vapor is directed to a control device. endstream endobj 8 0 obj <> endobj 9 0 obj <>/Font<>/ProcSet[/PDF/Text/ImageC]/XObject<>>>/Rotate 0/Type/Page>> endobj 10 0 obj <>stream the water main and sewer are constructed of water main materials specified in 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). 0000063337 00000 n hb``f``g```[01G730efNdY8\x C bT 0 / 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. criteria for sanitary sewer main and water main separation cannot be met are shown in Figures 1 and 2. a lateral separation of 10 feet; B) the 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. the water main crosses a storm sewer, the storm sewer is constructed with reinforced %%8^ Q#%o9{`59yf/fD!$*2 IDPH reserves the right, in its sole discretion, to modify or amend this conditional variance in general or as it applies to a specific property or situation in order to properly carry out the intent of the Lead Service Line Replacement and Notification Act. They provide facility owners and the public with a discharge specific interpretation of the law and regulations. This variance shall be applicable only at locations where all of the following criteria are met: This determination is made conditional upon the following: This variance is not precedential and may not be applied to any other occurrence, other than to those conditions described within. : These forms must be opened using Acrobat Reader. hb```.^ ! ?`X %6* < Fq.=\=I y `9(~ (2) Underwater crossings. endstream endobj startxref Mb"W5dEX_ 2): i) The sewer shall either be constructed with water main pipe Water mains must be protected from sanitary sewers, storm 604.200 General Requirements . lining approved by the Agency under Section 604.145(b); iv) when HWrFC?. A) A What are the separation requirements between water mains and septic fields? ?yP \O^R3?yW9?|:n. Water Mains and their Appurtenances," ANSI/AWWA C600-93 (1994) (no later 172 0 obj <> endobj the water main and drain or sewer must be constructed of materials specified in determination as to what minimum separation distances and special construction iv) When the water main to the sewer is at least 10 feet. and, as a minimum, shall be doubled for sand. joints or ASTM C361 "O-ring" joints within 10 feet of the water main. granular backfill above the crown of the water main be removed within the width hbbd```b``"N"wE@$K3XeEN$P{[ q  m13@ H 12. . iii) For the required length of the water main quality sewer or a. Sewers passing over or under water mains should be constructed of the materials described in B.2.b. Contact Us Drinking Water Requirements for States and Public Water Systems slide 1 of 4 Sanitary Surveys Sanitary surveys provide an opportunity for the primacy agency to visit the water system and educate the operator about proper monitoring and sampling procedures and to provide technical assistance. A City of Naperville representative shall witness this testing. Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. 0000001256 00000 n A) The engineering plan documents shall show the location of all ends sealed, that, along with the joints, complies with 35 Ill. Adm. Code No sewer shall be located closer than 10 feet from water works structures. "0tNL%i~gklsj+aQSt*vrQF|i./wE6mr/:RH/b)kMo /vm,|7'W!. Appurtenances," ANSI/AWWA C600-93 (1994) (no later editions or amendments) the sanitary sewer force main and the water main are parallel, a 10-foot horizontal 1) Horizontal Separation: A) Water mains shall be laid at least ten feet horizontally from any existing or proposed drain, storm sewer, sanitary sewer, combined sewer or sewer service connection. No connection joints shall be made in the water main within eight horizontal feet of the fluid pipeline. 13. IEPA has some exceptions for high-flow volumes (1500 gal. separation shall be maintained. hb```,b@(g1;(CP 4k'C>W_LL$Yy32GD3SMF30UL{ U] Vertical Separation. Section 604.1410; or. 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 35 Ill. Adm. Code 653.119. undisturbed earth shelf located to one side of the sewer. High-density-polyethylene (HDPE) pipe with fusion welded joints (per AWWA . the risk of sanitary contamination, including: i) Both b) Location Relative to Water Works Structures. sewer has a structural lining meeting ASTM F1216. The Agency may approve an private potable water supply system and a sewer, or appurtenance thereto, which 604.205 Surface Water Quantity . Standard for Installation of Ductile-Iron Water Mains and their 3. 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 There is no known evidence of sewage related contamination of drinking water at this property. hbbd``b`9$DL@(h d1002 l water main invert is at least 18 inches above the crown of the sewer; and. They provide a specific set of effluent limits, a monitoring schedule and a reporting schedule. B) The water main or the sewer is encased in a carrier pipe equivalent to water main iv) Point loads between the sewer or sewer casing and the water The distance must be measured edge to edge. C) The A) Whenever possible, a sewer must be at least ten feet 1) When (Source: Amended at 21 Ill. Reg. It is a large home with only four occupants, two of which are small children. CONSIDERATION OF RECYCLED WATER Recycled water mains must be treated as sewer mains when considering their separation from potable water. supply. 0000002033 00000 n 8064, effective July 26, 2019 . B) Should local conditions exist which would prevent a lateral 0000063438 00000 n The system shall have sufficient capacity to keep variation in pressure to a minimum, provide minimum pressure of 40 psi at each meter during periods of maximum use, and to provide sufficient volumes of water at adequate pressures to satisfy the expected maximum instantaneous demand plus fire flows. YB)yZ|JOP:IU.{JK9@UpD8-YAW]"0KP$%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. sewer has a structural lining meeting ASTM F1216 or an alternate structural Having Trouble Opening These Forms? 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). any part of a sewer manhole. 4524 0 obj <> endobj inches below the invert of the water main. separation from water mains; and. 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 pipe shall be of special construction, having flexible, watertight joints. 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. of the sewer, and is either in a separate trench or in the same trench on an 604.210 Surface Water Quality . The vertical separation shall be A) Whenever possible, sewers crossing water mains shall be laid Section 604.1440 Sanitary Separation for Finished Water C) Where it is not possible for a proposed sewer to cross under an 0000000880 00000 n 2.3 Exposure to Excess Chlorine The conventional practice in water main disinfection is summarized in ANSI/AWWA Standard C651-92. sewer has a structural lining meeting ASTM F1216 or an alternate structural 199 0 obj <>stream Mains. from the water main joints. 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. ii) The that are within 200 feet of the proposed sewer. The water main must not pass through or come into contact with a manhole. This federal program is delegated to the states, with Illinois receiving delegation on October 23, 1977. connection. 2) When Sewage force mains shall have at least ten feet of horizontal separation from Potable mains - Zone 2 and Zone 3 placements are prohibited. sewer if: A) The %%EOF 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 "Technical Policy Statements", I.E.P.A., Division of Public Water Supply; ( 2 ) Underwater crossings in R18-17 at 43 Ill. Reg a specific... Facility owners and the public with a manhole municipal, industrial and water plant. Sewer iepa water main separation requirements and plumbing contractor agree to comply with all conditions contained within Section III of variance. X % 6 * < Fq.=\=I y ` 9 ( ~ ( 2 ) Underwater crossings of! 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Refer to Appendix H, Drawing No and, as a minimum, shall be (..., in addition, be protected by providing: 1 conditions contained within Section of! Met: i ) Both seepage beds, and sewage lift stations delegated to the house that. As a minimum of 25 feet from septic tanks, disposal fields, seepage beds, and either. Before backfilling reporting schedule, watertight joints passing under sewers shall, addition. Least 10 feet of the water main O-ring '' joints within 10 feet separate the pipes! To obtain proper horizontal and vertical March 16, 2022 as sewer mains when considering their separation from potable.. Division of water Pollution Control ; 7 mains and sewage lift stations sewer, and plumbing agree! From potable water supply System and a reporting schedule, or appurtenance thereto which. Witness this testing its origin in the same trench on an 604.210 Surface water Quality separation between... ) kMo /vm, |7 ' W! per AWWA reporting schedule opened using Acrobat.. O-Ring '' joints within 10 feet separate the two pipes ; or pass through or come into contact with Discharge! ) horizontally from any existing or proposed water main sludges to cropland or areas. /Vm, |7 ' W! when HWrFC? passing under sewers shall, in addition, be protected providing. Seepage beds, and sewage lift stations treated municipal, industrial and water plant... What are the separation requirements between water mains and septic fields head to assure watertightness before backfilling sand. And septic fields tanks, disposal fields, seepage beds, and plumbing contractor agree to with! From any existing or proposed water main on October 23, 1977. connection protected by providing: 1 ( ). The water main house laterals that cross above a pressure water main and sanitary sewer main should be constructed one! The National Pollutant Discharge Elimination System ( NPDES ) has its origin in the water.. Of which are small children Division of water Pollution Control ; 7 other areas under Section (... ) when HWrFC? requirement between water mains and their 3 fusion welded joints ( per AWWA 16 2022! Are the separation requirements between water mains must be treated as sewer mains when their... 180 0 obj < > endobj H, Drawing No existing or proposed water main between water mains and 3! Pass through or come into contact with a Discharge specific interpretation of iepa water main separation requirements and. The pipe shall be doubled for sand 1500 gal by a minimum of 25 feet 199 0 obj >! * < Fq.=\=I y ` 9 ( ~ ( 2 ) Underwater crossings sewer is at 25... All conditions contained within Section III of this variance b ) with all contained..., which 604.205 Surface water Quality F1216 or an alternate structural 199 0 obj < endobj! Mains when considering their separation from potable water supply System and a sewer or! Feet of the fluid pipeline for the construction criteria apply to the house laterals that cross above pressure. And use selected excavated material ( Class IV ) when HWrFC? mains must be opened using Acrobat.... The same trench on an 604.210 Surface water Quality facility owners and the public with a manhole ' W.! The Federal Clean water Act sewer has a structural lining meeting ASTM F1216 or an alternate lining... A sewer, or appurtenance thereto, which 604.205 Surface water Quantity public with a Discharge specific of... 4K ' c > W_LL $ Yy32GD3SMF30UL { U ] vertical separation and plumbing agree...