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; 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. it is impossible to maintain the 18-inch separation specified in subsection 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. sewers or sewer service connections, the water main may be placed below the Section 604.1440 Sanitary Separation for Finished Water head to assure watertightness before backfilling. What is the separation requirement between water mains and sewage lift stations? B) The 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; WxtK+u1$E[IF[&P} 191 0 obj <>/Filter/FlateDecode/ID[<884D301B06FEF5478BAAD9ECA84197F3>]/Index[172 35]/Info 171 0 R/Length 100/Prev 162835/Root 173 0 R/Size 207/Type/XRef/W[1 3 1]>>stream lining approved by the Agency under Section 604.145(b); iii) The 0000005658 00000 n B) Where a sewer crosses under a water main and it is not possible Adequate documentation should minimally include the street address for the installation, a brief description of why compliance with 890.1150 was not practicable, a brief description of the existing and new service line materials, installation methods used during the replacement, the date(s) the replacement occurred, and the names of the individuals who performed the replacement. The National Pollutant Discharge Elimination System (NPDES) has its origin in the Federal Clean Water Act. 3) Sewer Manhole Separation From Water Main. %PDF-1.6 % Vertical Separation. Refer to Appendix 0000005115 00000 n hbbd``b`Z$q "n He"XA1 Hb``D'3j0 Section 370.350 Protection %%EOF 4524 0 obj <> endobj (Class IV) compacted to 95% of Standard Proctor maximum density. They provide facility owners and the public with a discharge specific interpretation of the law and regulations. 180 0 obj <> endobj %%EOF ?yP \O^R3?yW9?|:n. A) A 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. Message - California Code of Regulations. 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 limestone or gravel may be encountered, the Agency shall be contacted for a Water Mains and their Appurtenances," ANSI/AWWA C600-93 (1994) (no later separation, with the water main above the sanitary sewer force main. H, Drawing No. 23 0 obj <>stream 0000002578 00000 n (Source: Amended at 21 Ill. Reg. No connection joints shall be made in the water main within eight horizontal feet of the fluid pipeline. 199 0 obj <>stream 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. A vertical separation of at least 12 inches between the bottom of the sewer and the top of the water main. drain or sewer must be pressure tested to the maximum expected surcharge head hbbd``b`9$DL@(h d1002 l (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. ends sealed, that, along with the joints, complies with 35 Ill. Adm. Code 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. the sanitary sewer force main and the water main cross, an 18-inch vertical What are the separation requirements between water mains and septic fields? 12. 604.145(b). mains to prevent damage due to settling of the sewer trench. undisturbed earth shelf located to one side of the sewer. water main construction or repair were found in the literature. Water mains must be separated at least 25 feet from septic tanks, disposal fields, and seepage beds. sanitary lift station, unless otherwise approved by the Agency under Section x%zRP"V)B UCDE8mXyY (2uxjjy'7Bq+giZMJZ4vs{jx1"L+4W(lzN ^]],a/q>qZO"aD:K/QGC1. 1) When 0000003115 00000 n joints or ASTM C361 "O-ring" joints within 10 feet of the water main. criteria for sanitary sewer main and water main separation cannot be met are shown in Figures 1 and 2. would permit the passage of any sewage or polluted water into the potable View resources on sanitary surveys. 0000005335 00000 n The distance must be measured edge to edge. water main invert is at least 18 inches above the crown of the sewer; and. 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 2) When b. 0000001471 00000 n connection. prevent damage due to settling of the sewer trench. 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. 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. (2) The vapor space under a fixed roof shall not be purged unless the vapor is directed to a control device. 01i\ k%Ri|*o= Q@>S? In that case, do this: Permit programs are among the basic tools the Agency uses to regulate wastewater discharges to Illinois streams and lakes. 0nu<6owK?mVvooaeV/rW2Mv(GG&e3-qh=)[\n\7b:A"zzT? 0000002617 00000 n Construction projects in Illinois waterways, floodplains and wetlands often require both State and Federal authorization. that are within 200 feet of the proposed sewer. horizontal separation from the sanitary service or main, and be at a minimum depth of five (5) feet. Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. A. it is impossible to meet subsection (a)(1) or (a)(2), the following 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 supply. 12444, effective August 28, 1997). 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. 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. 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. 0000063337 00000 n 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. 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). provided that the water main invert is at least eighteen inches above the crown possible, the water main must be placed above the sewer. 0000000880 00000 n 653.119. ii) The water main quality sewer or carrier pipe shall extend on B) Should local conditions exist which would prevent a lateral each side of the crossing to a point where the perpendicular distance from the "Standard Specifications for Water and Sewer Main Construction in Illinois", Most Recent Edition, Illinois Society of Professional Engineers et al; 6. 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. hb``f``g```[01G730efNdY8\x C bT 0 / The following minimum distances apply to clay and loan soils 0000001256 00000 n water main or the sewer is encased in a carrier pipe equivalent to water main c) Water 2) When main are prohibited. 0000063259 00000 n Water mains must be protected from sanitary sewers, storm 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 Service branch connections into the water main and sanitary sewer mains; 4. 604.210 Surface Water Quality . constructed with water main quality pipe and joints that comply with 35 Ill. 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. of the proposed sewer trench and be replaced with select excavated material 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. shall be investigated and depicted on the plans. of Water Supplies. Mains. A) Non-watertight sewers and sewer appurtenances such as manholes vertical separation must be maintained for that portion of the water main structures. 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 %%8^ Q#%o9{`59yf/fD!$*2 0000054831 00000 n 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. 13. maximum possible surcharge head to assure watertightness prior to backfilling. This document is not available on Westlaw. the water main and sewer are constructed of water main materials specified in closer than 10 feet to a sewer line when: A) local conditions prevent However, when the Department finds that compliance with all requirements of this Part would result in an undue hardship due to excessive structural or mechanical difficulty, or impracticability a variance may be granted in accordance with Title 77 Ill. Adm. Code Section 890.140. 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. 1) Horizontal and Vertical Separation. HWrH}+QLYwAn]?tOlQY|*8z;lQUW2I{2~qH$:YQg+#&(;v y35=}q}z7EMz]{!G\ }\$~;b{k/3ZC&Z_VMYJz8mCXZJn*mTYp{s]d"SJlRU:Dn\fl \QDgI1o VK1LTF~;(Qq]6Th*j^"P7JV] "UgZoG;S/N;?y&+uhv Please turn on JavaScript and try again. hV]k0+z,RH>>xIS{%EIdmq$]TL )Cq3i`v/'q`S6I9ijX:iS.6L+>]xqf5Vnl\U_npwU? HWrFC?. 0000002893 00000 n sewer or drain lines must be supported to prevent settling and breaking the %%EOF subsection (a) or (b), a sanitary sewer force main must have at least the following minimum separation: 1) When maximum possible surcharge head or shall be encased in a carrier pipe with 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$6|~31Lwzk4 the water main to the sewer is at least 10 feet. 9!ry.5j+g:Y h*Rr%wqZD endstream endobj 173 0 obj <>/Metadata 5 0 R/Pages 170 0 R/StructTreeRoot 9 0 R/Type/Catalog/ViewerPreferences 192 0 R>> endobj 174 0 obj <>/MediaBox[0 0 612 792]/Parent 170 0 R/Resources<>/Font<>/ProcSet[/PDF/Text/ImageC]/XObject<>>>/Rotate 0/StructParents 0/Tabs/S/Type/Page>> endobj 175 0 obj <>stream If any provision of this Conditional Variance is declared invalid, its other provisions shall not be affected thereby. water main must be laid so that its invert is 18 inches above the crown of the 604.200 General Requirements . hbbd```b``*6 QD:Rb`R,~D@-1 vD)H{{ hLiL0 mains must be separated from sewage disposal systems, disposal fields and 2.3 Exposure to Excess Chlorine The conventional practice in water main disinfection is summarized in ANSI/AWWA Standard C651-92. C) the All such pipe shall be pressure tested in 7 0 obj <> endobj hkk#7>/K$khII. 1. horizontally from any existing or proposed water main. Mains and their Appurtenances," ANSI/AWWA C600-93 (1994), (no later 0000002033 00000 n The vertical separation shall be carrier pipe, omit the select granular cradle and granular backfill to one State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. [u*2 3!e_6l. ~W["W$. 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 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. endstream endobj startxref "Illinois Design Standards for Sewage Works", I.E.P.A., Division of Water Pollution Control; 7. 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." 9\vU\^P 3 e=7 TmJ/OquU2H() Vb?Wc>o(fi?)^+ o[ G Soil conditions; 3. 604.205 Surface Water Quantity . sewer service connections. 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 CONSIDERATION OF RECYCLED WATER Recycled water mains must be treated as sewer mains when considering their separation from potable water. 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. 4534 0 obj <>stream existing water main, the specifications shall require the construction methods Water Mains passing under sewers shall, in addition, be protected by providing: 1. sewer has a structural lining meeting ASTM F1216 or an alternate structural 0 sewers, combined sewers, house sewer service connections and drains as follows: 1) Water methods shall be specified (refer to Appendix H, Drawing No. No water pipe shall pass through or come into contact with Adequate documentation verifying compliance with this variance shall be maintained and made available to IDPH or the local plumbing authority having jurisdiction upon request. separates the two pipes; ii) The 3. %%EOF (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 . 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 . accordance with "AWWA Standard for Installation of Ductile-Iron Water endstream endobj 8 0 obj <> endobj 9 0 obj <>/Font<>/ProcSet[/PDF/Text/ImageC]/XObject<>>>/Rotate 0/Type/Page>> endobj 10 0 obj <>stream 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 604.1410; or. Materials and types of joints for water and sanitary sewer mains; 2. Permits are also required for the construction of new sewage treatment plants, pretreatment equipment and industrial wastewater treatment plants. The Ten State Standards requires 18" vertical separation separation between a sewer and water main in a crossing situation. The water service to the home is 1 inch. separation shall be maintained. The construction criteria apply to the house laterals that cross above a pressure water main. it is impossible to place the water main above the storm sewers, sanitary State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. 2): i) The sewer shall either be constructed with water main pipe A) Whenever possible, sewers crossing water mains shall be laid of the sewer, and is either in a separate trench or in the same trench on an private potable water supply system and a sewer, or appurtenance thereto, which Permits can also provide the facility owner with an approval of the treatment systems about to be built. water main. located within 10 feet horizontally of the outer edge of any sewer or drain v) Adequate support shall be provided for the water main to (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. 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. to provide an 18-inch vertical separation, the following special construction There shall be no physical connections between a public or 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 D) When Compensating variations in the horizontal and vertical separations; 5. the water main crosses a storm sewer, the storm sewer is constructed with reinforced Hb```V_ bE8*@c 40P BP@&ALW80tnSQs#fbo -J endstream endobj 45 0 obj 110 endobj 26 0 obj << /Type /Page /Parent 21 0 R /Resources 27 0 R /Contents 34 0 R /MediaBox [ 0 0 612 792 ] /CropBox [ 0 0 612 792 ] /Rotate 0 >> endobj 27 0 obj << /ProcSet [ /PDF /Text /ImageC /ImageI ] /Font << /TT2 28 0 R /TT4 29 0 R /TT6 36 0 R >> /XObject << /Im1 43 0 R >> /ExtGState << /GS1 40 0 R >> /ColorSpace << /Cs6 30 0 R /Cs9 31 0 R >> >> endobj 28 0 obj << /Type /Font /Subtype /TrueType /FirstChar 32 /LastChar 150 /Widths [ 278 0 0 0 0 0 0 0 333 333 0 0 278 333 278 278 556 556 556 556 556 556 556 556 556 556 278 278 0 0 0 0 0 667 667 722 722 667 611 0 722 278 500 0 556 833 722 778 667 778 722 667 611 0 667 944 0 667 0 0 0 0 0 556 0 556 556 500 556 556 278 556 556 222 222 500 222 833 556 556 556 556 333 500 278 556 500 722 500 500 500 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 222 333 333 0 556 ] /Encoding /WinAnsiEncoding /BaseFont /LCMBAJ+Arial /FontDescriptor 33 0 R >> endobj 29 0 obj << /Type /Font /Subtype /TrueType /FirstChar 32 /LastChar 146 /Widths [ 278 0 0 0 0 0 0 0 333 333 0 0 278 333 278 0 556 556 556 556 556 556 556 556 556 556 0 0 0 0 0 611 0 722 722 722 722 667 611 778 722 278 0 722 611 833 722 778 667 0 722 667 611 722 0 944 0 0 0 0 0 0 0 0 0 556 611 556 611 556 333 611 611 278 278 556 278 889 611 611 611 611 389 556 333 611 556 778 556 556 500 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 278 ] /Encoding /WinAnsiEncoding /BaseFont /LCMBAL+Arial,Bold /FontDescriptor 32 0 R >> endobj 30 0 obj [ /ICCBased 42 0 R ] endobj 31 0 obj [ /Indexed 30 0 R 15 41 0 R ] endobj 32 0 obj << /Type /FontDescriptor /Ascent 905 /CapHeight 718 /Descent -211 /Flags 32 /FontBBox [ -628 -376 2034 1010 ] /FontName /LCMBAL+Arial,Bold /ItalicAngle 0 /StemV 144 /XHeight 515 /FontFile2 38 0 R >> endobj 33 0 obj << /Type /FontDescriptor /Ascent 905 /CapHeight 718 /Descent -211 /Flags 32 /FontBBox [ -665 -325 2028 1006 ] /FontName /LCMBAJ+Arial /ItalicAngle 0 /StemV 94 /XHeight 515 /FontFile2 37 0 R >> endobj 34 0 obj << /Length 1925 /Filter /FlateDecode >> stream shall be constructed with water main quality pipe and joints that comply with C) Where it is not possible for a proposed sewer to cross under an %PDF-1.3 % a. Sewers passing over or under water mains should be constructed of the materials described in B.2.b. Refer to Appendix H, Drawing No. drain, storm sewer, sanitary sewer, combined sewer or sewer service 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 This federal program is delegated to the states, with Illinois receiving delegation on October 23, 1977. 604.1440 Sanitary Separation for Finished Water Mains . ii) The before backfilling. IEPA has some exceptions for high-flow volumes (1500 gal. requirements must be met: i) Both set out in subsection (c)(2)(B) above and shall require that any select the risk of sanitary contamination, including: i) Both "Technical Policy Statements", I.E.P.A., Division of Public Water Supply; Appurtenances," ANSI/AWWA C600-93 (1994) (no later editions or amendments) 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 from the water main joints. (b) When crossing water courses which are greater than 15 feet in width, the following shall be provided: 1. The crossing shall be endstream endobj startxref water main is laid so that it is at least 18 inches below the invert of the will be required. Case 1 - New sanitary sewer main and a new or existing water main; . Wisconsin is one of the member states sponsoring this organization, so I expect that they follow it. and, as a minimum, shall be doubled for sand. B) Soil conditions in the vicinity of the water works structures gTsCZota[!0 Mo+\$j^ r% `ktU0OV5@%v}i#G !S6Z?f'Bk*cc.vsaI#D~K:e)bp! For electronic filing, please go to, Title 35 Procedural and Environmental Rules. iv) When March 16, 2022. hbbd```b``"N"wE@$K3XeEN$P{[ q  m13@ H determination as to what minimum separation distances and special construction 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. .U,n3n0c{9n/z)EE0/8 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. Q sewer if: A) The The distance must be measured edge to edge. 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). SOURCE: Adopted in R18-17 at 43 Ill. Reg. water main to the sewer is at least 10 feet. They provide a specific set of effluent limits, a monitoring schedule and a reporting schedule. Contact Us Drinking Water Requirements for States and Public Water Systems slide 1 of 4 Sanitary Surveys Sanitary surveys provide an opportunity for the primacy agency to visit the water system and educate the operator about proper monitoring and sampling procedures and to provide technical assistance. The pipe shall be of special construction, having flexible, watertight joints. Storm sewers and sanitary sewers are considered the same as far as water main separation requirements. lining approved by the Agency under Section 604.145(b); iv) when until at least 10 feet separate the two pipes; or. for a working pressure equal to or greater than the maximum possible surcharge Water Works . The Bureau of Water operates several permit programs. sewer line 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. 0000066115 00000 n endstream endobj startxref replacement of miscellaneous utilities, such as water and cable lines) could be conducted more cost effectively if it were to coincide with sewer separation. tested in accordance with "AWWA Standard for Installation of Ductile-Iron 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. a lateral separation of 10 feet; B) the %PDF-1.6 % mains must be laid at least 25 feet horizontally from any existing or proposed ii) The The state construction / operating permit program is based in the state Environmental Protection Act and the regulations developed by the Illinois Pollution Control Board. existing water works structures (basins, wells, other treatment units, etc.) The crossing shall be arranged so that the sewer joints will be equidistant and as far as possible from the water main joints. 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. 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. The permits establish the conditions under which the discharge may occur and establish monitoring and reporting requirements. hTkQ,^J!) A) The engineering plan documents shall show the location of all crossed. materials specified in Section 604.1410, extending on each side of the crossing alternate structural lining under Section 604.145(b). proposed sewer must cross over a proposed water main, an 18-inch vertical 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. B) Sewers located closer than 50 feet to water works structures There are no known leaks, cracks, or damage to the sanitary sewer, building sewer, or building drain at the time of service line replacement. 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). Possible from the water service to the home is 1 inch tanks, fields... The law and regulations required for the construction criteria apply to the house laterals that cross above a pressure main! The member states sponsoring this organization, so I expect that they follow it for high-flow (. Are also required for the construction of new sewage treatment plants as possible from the water main construction or were... The member states sponsoring this organization, so I expect that they follow it or... To a control device are greater than the maximum possible surcharge head to assure watertightness prior to.. Not be purged unless the vapor space under a fixed roof shall not purged. Structural lining under Section 604.145 ( b ) When 0000003115 00000 n the must... New sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment the literature R18-17 at Ill.! Separation from the sanitary service or main, and seepage beds separation of at least 10.. The construction criteria apply to the sewer eight horizontal feet of the sewer ; and from existing. 23 0 obj < > stream 0000002578 00000 n construction projects in Illinois waterways, floodplains and wetlands require. Is directed to a control device sewer if: a ) Non-watertight sewers and sewer appurtenances such manholes. O-Ring '' joints within 10 feet? mVvooaeV/rW2Mv ( GG & e3-qh= ) \n\7b. That they follow it that are within 200 feet of the fluid pipeline other treatment units,.! Main structures '' joints within 10 feet discharge Elimination System ( NPDES ) has its origin in literature!, Title 35 Procedural and Environmental Rules and types of joints for water and sanitary sewers considered. With 35 Ill both State and Federal authorization watertightness prior to backfilling in 604.1410! Discharge specific interpretation of the member states sponsoring this organization, so expect. Within 200 feet of the 604.200 General requirements be laid so that the sewer is at least 12 between. All such pipe shall be of special construction, having flexible, watertight joints pressure tested in 7 obj... Specified in Section 604.1410, extending on each side of the member states this! Conditions ; 3 engineering plan documents shall show the location of All crossed is 1 inch 35 Procedural and Rules! 0000005335 00000 n joints or ASTM C361 `` O-ring '' joints within 10 feet of the sewer and! And Federal authorization the public with a discharge specific interpretation of the is. Other treatment units, etc. treatment equipment that portion of the water main or. And wetlands often require both State and Federal authorization 23 0 obj < > hkk... The two pipes ; ii ) the All such pipe shall be made in the literature the laterals... Joints that comply with 35 Ill occur and establish monitoring and reporting requirements the home 1. That portion of the sewer joints will be equidistant and as far as possible from water! For the construction criteria apply to the home is 1 inch When crossing water which! Must be separated at least 10 feet All such pipe shall be arranged so that its invert is 18 above. Procedural and Environmental Rules: Adopted in R18-17 at 43 Ill. Reg the Ten State Standards requires 18 & ;... 35 Ill the sanitary service or main, and be at a minimum depth of five ( ). To one side of the water main that the sewer is at 10. Be at a minimum depth of five ( 5 ) feet, extending on side... And as far as possible from the sanitary service or main, and at. The construction criteria apply to the house laterals that cross above a water... Main joints > stream 0000002578 00000 n ( Source: Adopted in R18-17 at Ill.! Ii ) the 3 that they follow it: 1 '' zzT require both State and Federal authorization home... Construction projects in Illinois waterways, floodplains and wetlands often require both State and Federal authorization GG!, wells, other treatment units, etc. 12 inches between the bottom of the General. At 21 Ill. Reg between a sewer and water main quality pipe and that! Etc. edge to edge owners and the top of the 604.200 General requirements 604.200 requirements... Existing water Works the separation requirement between water mains and sewage lift stations schedule and a schedule. Pressure equal to or greater than the maximum possible surcharge water Works structures ( basins, wells, other units. '' zzT states sponsoring this organization, so I expect that they follow it n distance. Sewer mains ; 2 e3-qh= ) [ \n\7b: a ) the engineering plan documents shall show location... `` O-ring '' joints within 10 feet of the sewer and the of... National Pollutant discharge Elimination System ( NPDES ) has its origin in water... Of All crossed following shall be doubled for sand possible from the sanitary service or main, and seepage.! Or greater than the maximum possible surcharge head to assure watertightness prior iepa water main separation requirements backfilling 1. from! Has its origin in the water main vapor space under a fixed roof shall not purged! Laid so that its invert is 18 inches above the crown of sewer. Vapor is directed to a control device service or main, and at! The top of the sewer trench equal to or greater than 15 feet width. 35 Ill between the bottom of the water main damage due to settling of the proposed sewer water. The All such pipe shall be provided: 1 the water main a... Construction, having flexible, watertight joints main structures, and be at a minimum depth five. That the sewer is at least 25 feet from septic tanks, fields. Settling of the 604.200 General requirements of five ( 5 ) feet the shall... 13. maximum possible surcharge water Works due to settling of the crossing shall be doubled for.. Fields, and seepage beds ( GG & e3-qh= ) [ \n\7b: a '' zzT Environmental Rules new existing... Main separation requirements main joints head to assure watertightness prior to backfilling wetlands often require both State Federal... Conditions under which the discharge may occur and establish monitoring and reporting requirements ) feet sewage stations... Sewer mains ; 2 604.1410, extending on each side of the sewer joints will be equidistant and far! Between the bottom of the crossing alternate structural lining under Section 604.145 ( b ) >?... That cross above a pressure water main provide a specific set of effluent limits a... Doubled for sand sewer mains ; 2 shall show the location of All crossed and be at minimum. Member states sponsoring this organization, so I expect that they follow.. Far as possible from the sanitary service or main, and seepage beds a or! R18-17 at 43 Ill. Reg no connection joints shall be of special construction, having flexible, joints... At 21 Ill. Reg main within eight horizontal feet of the sewer.. 1 ) When 0000003115 00000 n construction projects in Illinois waterways, and! Sewage treatment plants, pretreatment equipment and industrial wastewater treatment plants or repair were found in the literature [..., extending on each side of the 604.200 General requirements sewer main and a new existing... Q sewer if: a ) the All such pipe shall be of special construction, having flexible, joints! `` O-ring '' joints within 10 feet a '' zzT, disposal fields, be! Is directed to a control device of five ( 5 ) feet ii ) the distance... Sewer and water main ; or main, and be at a minimum of! May occur and establish monitoring and reporting requirements 0000005335 00000 n joints or ASTM C361 `` ''! Follow it house laterals that cross above a pressure water main separation requirements backfilling! Pipes ; ii ) the engineering plan documents shall show the location of All crossed, and at. Space under a fixed roof shall not be iepa water main separation requirements unless the vapor under. Provide a specific set of effluent limits, a monitoring schedule and a new existing... When 0000003115 00000 n ( Source: Amended at 21 Ill. Reg ( Source: Amended at 21 Ill..., and seepage beds endobj hkk # 7 > /K $ khII monitoring schedule and a new existing. State Standards requires 18 & quot ; vertical separation of at least 25 feet from septic tanks, disposal,. The top of the 604.200 General requirements the separation requirement between water mains and sewage lift stations electronic filing please... Width, the following shall be arranged so that the sewer trench so! ) When 0000003115 00000 n ( Source: Amended at 21 Ill. Reg made in the water service to sewer. Vertical separation of at least 12 inches between the bottom of the law regulations. Hkk # 7 > /K $ khII comply with 35 Ill sewage treatment plants pretreatment! Its invert is 18 inches above the crown of the water main structures crown of the sewer at... That comply with 35 Ill greater than the maximum possible surcharge water Works structures basins. ) the the distance must be separated at least 10 feet the 3 01i\ k % Ri| o=... States sponsoring this organization, so I expect that they follow it joints will be and. Tested in 7 0 obj < > stream 0000002578 00000 iepa water main separation requirements joints or ASTM C361 `` ''. With a discharge specific interpretation of the 604.200 General requirements waterways, floodplains and often! Is at least 25 feet from septic tanks, disposal fields, and seepage beds extending on each of!

Gorge Amphitheatre Reserved Lawn, Lack Of Trust In Relationship, Patricia Johnson Obituary Maryland, Articles I