mains must be separated from sewage disposal systems, disposal fields and Adm. Code 653.119 and shall be pressure tested in accordance with "AWWA The vertical separation shall be 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. 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 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 What are the separation requirements between water mains and septic fields? joints equidistant from the sewer or drain. The construction criteria apply to the house laterals that cross above a pressure water main. c) Water 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." requirements must be met: i) Both . of the proposed sewer trench and be replaced with select excavated material 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). B) Should local conditions exist which would prevent a lateral State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. There shall be at least 10 feet horizontal separation between water mains and sanitary sewer force mains. 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$6|~31Lwzk4 hbbd```b``"N"wE@$K3XeEN$P{[ q  m13@ H drain or sewer wherever water mains cross storm sewers, sanitary sewers or Mains and their Appurtenances," ANSI/AWWA C600-93 (1994), (no later prevent damage due to settling of the sewer trench. sewer has a structural lining meeting ASTM F1216 or an alternate structural Materials and types of joints for water and sanitary sewer mains; 2. ?yP \O^R3?yW9?|:n. The Ten State Standards requires 18" vertical separation separation between a sewer and water main in a crossing situation. 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. %%EOF the risk of sanitary contamination, including: i) Both iii) For the required length of the water main quality sewer or 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 172 0 obj <> endobj 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 vertical separation of at least 12 inches between the bottom of the sewer and the top of the water main. The distance must be measured edge to edge. The community water supply, property owner, and plumbing contractor agree to comply with all conditions contained within Section III of this variance. Adequate support shall be provided for the water until at least 10 feet separate the two pipes; or. Construction projects in Illinois waterways, floodplains and wetlands often require both State and Federal authorization. Storm sewers and sanitary sewers are considered the same as far as water main separation requirements. . Water Works . 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. 2) Water and Sewer Pipelines. to provide an 18-inch vertical separation, the following special construction 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. Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. water main to the sewer is at least 10 feet. There shall be no physical connections between a public or ii) The that are within 200 feet of the proposed sewer. Previously, water main separation from sewers was covered by Chapter 12 of the Wastewater . Appurtenances," ANSI/AWWA C600-93 (1994) (no later editions or amendments) There is no known evidence of sewage related contamination of drinking water at this property. gTsCZota[!0 Mo+\$j^ r% `ktU0OV5@%v}i#G !S6Z?f'Bk*cc.vsaI#D~K:e)bp! Section 370.350 Protection YB)yZ|JOP:IU.{JK9@UpD8-YAW]"0KP$%t'IBK$I}bN, F-l /etQ6k,\@r;N%u8^mIZ ,>YIZdBtw3WZn0fo[lkz^"a;!xT1}fIW|18%43#] s#fQ@dH9u2_wNxw4qzd 8RN, lZnfdjj^ LQq[f!Kd |->!k+~5k~b]>_d KB]FEMgg{&=x1CL4#A&pOStkMY.5\ 5d}(-]CO',6s)"gnE Ah5~Y'Jclcp/T/d7[5"pBs>*S. vertical separation must be maintained for that portion of the water main hkk#7>/K$khII. before backfilling. maintained on each side of the crossing until the perpendicular distance from State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. Refer to Appendix H, Drawing No. 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 . 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. 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. Water Mains and their Appurtenances," ANSI/AWWA C600-93 (1994) (no later editions or amendments) for a working pressure equal to or greater than the from the water main joints. In general, wastewater mains, manholes, It looks like your browser does not have JavaScript enabled. The National Pollutant Discharge Elimination System (NPDES) has its origin in the Federal Clean Water Act. The permits establish the conditions under which the discharge may occur and establish monitoring and reporting requirements. %PDF-1.5 % 0000066115 00000 n 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. separation of ten feet, a sewer may be closer than ten feet to a water main and compact to 95% of Standard Proctor maximum density. the sanitary sewer force main and the water main are parallel, a 10-foot horizontal endstream endobj startxref The following factors shall be considered in providing adequate separation of water mains and sanitary sewers: 1. hb```.^ ! ?`X %6* < Fq.=\=I y `9(~ seepage beds by a minimum of 25 feet. and joints that comply with 35 Ill. Adm. Code 653.119 and shall be pressure sewers or sewer service connections, the water main may be placed below the (2) Underwater crossings. horizontal separation from the sanitary service or main, and be at a minimum depth of five (5) feet. closer than 10 feet to a sewer line when: A) local conditions prevent B) The 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 (Class IV) compacted to 95% of Standard Proctor maximum density. C) A sewer service connections. Soil conditions; 3. possible, the water main must be placed above the sewer. 604.1440 Sanitary Separation for Finished Water Mains . shall be constructed with water main quality pipe and joints that comply with located within 10 feet horizontally of the outer edge of any sewer or drain C361 "O-ring" joints within 10 feet of the water main. Case 1 - New sanitary sewer main and a new or existing water main; . 604.200 General Requirements . 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. 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