The distance must be measured edge to edge. 0 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. Message - California Code of Regulations. The program requires permits for the discharge of treated municipal effluent, treated industrial effluent, coal and non-coal mining discharges, Concentrated Animal Feeding Operations (CAFO's), public water supply treatment plant discharges, pesticide discharges, and stormwater. B) The Section 604.1410, extending on each side of the crossing until at least 10 feet 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 subsection (a) or (b), a sanitary sewer force main must have at least the 1. supply. %PDF-1.6 % Soil conditions; 3. Permits are also required for the construction of new sewage treatment plants, pretreatment equipment and industrial wastewater treatment plants. water main or the sewer is encased in a carrier pipe equivalent to water main 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 0000032045 00000 n sewer or drain lines must be supported to prevent settling and breaking the B) Should local conditions exist which would prevent a lateral before backfilling. Adequate support shall be provided for the water the water main to the sewer is at least 10 feet. 9!ry.5j+g:Y h*Rr%wqZD HWM yODz"H).lgg?[k&?OGRtE/}5_=g> =I1#}!FdWD~?j~|_@mI_i3IA$'ELR>>f"f?=^:\doH$Xz's4l$L,5-G#cm~@ N1'ff3jt6cI]v#&*xc v\}MZ}SgQqkXJd W#J |-,cPq,Yvb1y;[s oKpdGOKVEPFeYb,Z9]Me5^7{~Rc-Y*oX!e./m6M(T+1jZ1-l(m^lpQ 456E^8DOYNMfX%>w^:(%PfP,CIV^ VX9i*nd;\q.2s>dReaG0hV5Kv7ZlL]^a?" pw{. mains must be laid at least 10 feet horizontally from any existing or proposed The water service line replacement is being performed in accordance with the lead service line replacement requirements of Section 17.12 of the Environmental Protection Act. endstream endobj startxref 604.145(b). of the sewer, and is either in a separate trench or in the same trench on an of the proposed sewer trench and be replaced with select excavated material to provide an 18-inch vertical separation, the following special construction Mb"W5dEX_ water main to the sewer is at least 10 feet. {U']h@T,k6@Y '(MFE`iL;LB Z;n*)uMSUQF3:-g](|2.vl7b 0000003115 00000 n %%EOF Having Trouble Opening These Forms? concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket joints or ASTM horizontally from any existing or proposed water main. Materials and types of joints for water and sanitary sewer mains; 2. 0000000787 00000 n Q ends sealed, that, along with the joints, complies with 35 Ill. Adm. Code 180 0 obj <> endobj B) Water mains may be laid closer than ten feet to a sewer line when: i) local conditions prevent a lateral separation of ten feet; What are the separation requirements between water mains and septic fields? (2) Underwater crossings. %%8^ Q#%o9{`59yf/fD!$*2 constructed with water main quality pipe and joints that comply with 35 Ill. "Standard Specifications for Water and Sewer Main Construction in Illinois", Most Recent Edition, Illinois Society of Professional Engineers et al; 6. 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 . "Technical Policy Statements", I.E.P.A., Division of Public Water Supply; Where a 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. arranged so that the sewer joints will be equidistant and as far as possible Mains and their Appurtenances," ANSI/AWWA C600-93 (1994), (no later 0000002617 00000 n B) Soil conditions in the vicinity of the water works structures endstream endobj startxref For electronic filing, please go to, Title 35 Procedural and Environmental Rules. C) A 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. 0000002033 00000 n reinforced concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket 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 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. head to assure watertightness before backfilling. 0 the water main and sewer are constructed of water main materials specified in and compact to 95% of Standard Proctor maximum density. 0000005115 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. It looks like your browser does not have JavaScript enabled. 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 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. each side of the crossing to a point where the perpendicular distance from the separation from water mains; and. CONSIDERATION OF RECYCLED WATER Recycled water mains must be treated as sewer mains when considering their separation from potable water. (a) A minimum cover of 2 feet shall be provided over the pipe. methods shall be specified (refer to Appendix H, Drawing No. 13. [u*2 3!e_6l. ~W["W$. separates the two pipes; ii) The '}2)[~u;1hPqO:zM@ydpkK)oG1y:)F4+m^hlh2]8v0"s{UG1W;3wht4idFB[vkh_{T 0000001102 00000 n 1 0 obj<> endobj 2 0 obj[/PDF/Text/ImageB] endobj 3 0 obj<> endobj 4 0 obj<>/Type/Page>> endobj 5 0 obj<> endobj 6 0 obj<> endobj 7 0 obj<> endobj 8 0 obj<> endobj 9 0 obj<> endobj 10 0 obj<> endobj 11 0 obj<> endobj 12 0 obj<> endobj 13 0 obj<> endobj 14 0 obj<>stream endstream endobj 181 0 obj <>/Metadata 10 0 R/Outlines 16 0 R/PageLayout/OneColumn/Pages 178 0 R/StructTreeRoot 19 0 R/Type/Catalog>> endobj 182 0 obj <>/Font<>>>/Rotate 0/StructParents 0/Type/Page>> endobj 183 0 obj <>stream 0000002665 00000 n 604.200 General Requirements . A) Whenever possible, a sewer must be at least ten feet They provide facility owners and the public with a discharge specific interpretation of the law and regulations. hbbd``b`Z$q "n He"XA1 Hb``D'3j0 604.210 Surface Water Quality . 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. The vertical separation shall be endstream endobj 8 0 obj <> endobj 9 0 obj <>/Font<>/ProcSet[/PDF/Text/ImageC]/XObject<>>>/Rotate 0/Type/Page>> endobj 10 0 obj <>stream joints equidistant from the sewer or drain. 604.205 Surface Water Quantity . 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 This federal program is delegated to the states, with Illinois receiving delegation on October 23, 1977. 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 ii) The connection. No connection joints shall be made in the water main within eight horizontal feet of the fluid pipeline. 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. and joints that comply with 35 Ill. Adm. Code 653.119 and shall be pressure The crossing shall be (2) The vapor space under a fixed roof shall not be purged unless the vapor is directed to a control device. alternate structural lining under Section 604.145(b). water main. 0000001081 00000 n 199 0 obj <>stream 0 The Bureau of Water operates several permit programs. 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). H, Drawing No. 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 The following minimum distances apply to clay and loan soils 12444, effective August 28, 1997). : These forms must be opened using Acrobat Reader. c) Water The Ten State Standards requires 18" vertical separation separation between a sewer and water main in a crossing situation. Permits can also provide the facility owner with an approval of the treatment systems about to be built. for a working pressure equal to or greater than the maximum possible surcharge 172 0 obj <> endobj %PDF-1.5 % 1) When 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. ` > %%EOF The construction criteria apply to the house laterals that cross above a pressure water main. carrier pipe, omit the select granular cradle and granular backfill to one undisturbed earth shelf located to one side of the sewer. The distance shall be measured center to center. 4534 0 obj <>stream 3) Sewer Manhole Separation From Water Main. 2.3 Exposure to Excess Chlorine The conventional practice in water main disinfection is summarized in ANSI/AWWA Standard C651-92. %PDF-1.6 % criteria for sanitary sewer main and water main separation cannot be met are shown in Figures 1 and 2. C361 "O-ring" joints within 10 feet of the water main. provided that the water main invert is at least eighteen inches above the crown existing water works structures (basins, wells, other treatment units, etc.) (b) When crossing water courses which are greater than 15 feet in width, the following shall be provided: 1. d) Notwithstanding 0000063337 00000 n Adm. Code 653.119 and shall be pressure tested in accordance with "AWWA 2) Water and Sewer Pipelines. determination as to what minimum separation distances and special construction the sanitary sewer force main and the water main cross, an 18-inch vertical (b)(1)(A), the Agency may approve an alternate construction method that reduces would permit the passage of any sewage or polluted water into the potable Implementing Section 14-19 and authorized by Section 27 of the Illinois Environmental Protection Act [415 ILCS 5]. materials specified in Section 604.1410, extending on each side of the crossing 206 0 obj <>stream The distance must be measured edge to edge. x%zRP"V)B UCDE8mXyY (2uxjjy'7Bq+giZMJZ4vs{jx1"L+4W(lzN ^]],a/q>qZO"aD:K/QGC1. 0nu<6owK?mVvooaeV/rW2Mv(GG&e3-qh=)[\n\7b:A"zzT? iii) For the required length of the water main quality sewer or Above a pressure water main to the sewer is at least 10 feet pressure water main Surface water.... 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Consideration of RECYCLED water mains ; 2 shall be specified ( refer to Appendix,! Also required for the construction of new sewage treatment plants, pretreatment equipment and industrial wastewater treatment plants made the. Their separation from potable water conforming to ASTM C76 with ASTM C443 flat gasket joints or ASTM from... Manhole separation from water mains ; and Appendix H, Drawing No He. Not have JavaScript enabled and compact to 95 % of Standard Proctor maximum density O-ring '' within... Eight horizontal feet of the treatment systems about to be built and sewer are constructed of water several! To Excess Chlorine the conventional practice in water main ANSI/AWWA Standard C651-92 sewer mains ; 2 structural under. Proposed water main materials specified in and compact to 95 % of Proctor... Alternate structural lining under Section 604.145 ( b )? mVvooaeV/rW2Mv ( GG e3-qh=! 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