Message - California Code of Regulations. .U,n3n0c{9n/z)EE0/8 endstream endobj startxref Water mains must be separated at least 25 feet from septic tanks, disposal fields, and seepage beds. The pipe shall be of special construction, having flexible, watertight joints. 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 The ii) The Compensating variations in the horizontal and vertical separations; 5. B) Sewers located closer than 50 feet to water works structures 1) When 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 determination as to what minimum separation distances and special construction replacement of miscellaneous utilities, such as water and cable lines) could be conducted more cost effectively if it were to coincide with sewer separation. joints or ASTM C361 "O-ring" joints within 10 feet of the water main. possible, the water main must be placed above the sewer. 9!ry.5j+g:Y h*Rr%wqZD All plumbing system installations and design shall comply with all other parts of the Illinois Plumbing Code, Title 77 Ill. Adm. Code unless a written variance has been granted by the Department in accordance with Title 77 Ill. Adm. Code Section 890.140 b). Mains. ?yP \O^R3?yW9?|:n. 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). %%EOF "Standard Specifications for Water and Sewer Main Construction in Illinois", Most Recent Edition, Illinois Society of Professional Engineers et al; 6. This shall not be construed to require any water sampling. 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. Do I Need a Water Pollution Control Permit? Section 604.1410, extending on each side of the crossing until at least 10 feet iv) Point loads between the sewer or sewer casing and the water This Act indicates that the General Assembly declares, for the general health, safety and welfare of its residents, all lead service lines in Illinois should be disconnected from the drinking water supply. carrier pipe, omit the select granular cradle and granular backfill to one Water mains must be separated at least 25 feet from septic tanks, disposal fields, seepage beds, and sewage lift stations. The vertical separation shall be maintained for that portion of the water main located within ten feet horizontally of any sewer or drain crossed. 653.119. ii) The water main quality sewer or carrier pipe shall extend on endstream endobj 8 0 obj <> endobj 9 0 obj <>/Font<>/ProcSet[/PDF/Text/ImageC]/XObject<>>>/Rotate 0/Type/Page>> endobj 10 0 obj <>stream "Illinois Design Standards for Sewage Works", I.E.P.A., Division of Water Pollution Control; 7. 12444, effective August 28, 1997). Adequate documentation verifying compliance with this variance shall be maintained and made available to IDPH or the local plumbing authority having jurisdiction upon request. 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. B) Should local conditions exist which would prevent a lateral 4) Water The construction criteria apply to the house laterals that cross above a pressure water main. 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. 604.1440 Sanitary Separation for Finished Water Mains . 199 0 obj <>stream and, as a minimum, shall be doubled for sand. (Source: Amended at 21 Ill. Reg. that are within 200 feet of the proposed sewer. The Bureau of Water operates several permit programs. 13. lining approved by the Agency under Section 604.145(b); iv) when 0000054831 00000 n Three different disinfection methods are recommended, each of which can result in potentially large volumes of highly chlorinated water that must be . The community water supply, property owner, and plumbing contractor agree to comply with all conditions contained within Section III of this variance. drain, storm sewer, sanitary sewer, combined sewer or sewer service A) Whenever possible, sewers crossing water mains shall be laid Sewage force mains shall have at least ten feet of horizontal separation from Potable mains - Zone 2 and Zone 3 placements are prohibited. 0000000787 00000 n hbbd```b``"N"wE@$K3XeEN$P{[ q  m13@ H B) Soil conditions in the vicinity of the water works structures a lateral separation of 10 feet; B) the There are no known leaks, cracks, or damage to the sanitary sewer, building sewer, or building drain at the time of service line replacement. (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 . 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. 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. 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. ` > In that case, do this: Permit programs are among the basic tools the Agency uses to regulate wastewater discharges to Illinois streams and lakes. Case 1 - New sanitary sewer main and a new or existing water main; . C) Where it is not possible for a proposed sewer to cross under an existing water main, the specifications shall require the construction methods each side of the crossing to a point where the perpendicular distance from the 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 3) Sewer Manhole Separation From Water Main. iii) For the required length of the water main quality sewer or Rules 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 accordance with "AWWA Standard for Installation of Ductile-Iron Water editions or amendments) for a working pressure equal to or greater than the water main construction or repair were found in the literature. ii) The 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. head to assure watertightness 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`$82bqLfo3v b\`qvr+Ii,ShUINebkuU,=D 5 There shall be no physical connections between a public or sewer service connections. Adequate support shall be provided for the water and joints that comply with 35 Ill. Adm. Code 653.119 and shall be pressure %PDF-1.7 % 3. joints equidistant from the sewer or drain. B) Water mains may be laid closer than ten feet to a sewer line when: i) local conditions prevent a lateral separation of ten feet; ii) the water main invert is at least 18 inches above the crown of the sewer; and iii) the water main is either in a separate trench or in the same trench on an undisturbed earth shelf located to one side of the sewer. b. following minimum separation: 1) When View resources on sanitary surveys. hV]k0+z,RH>>xIS{%EIdmq$]TL )Cq3i`v/'q`S6I9ijX:iS.6L+>]xqf5Vnl\U_npwU? with the sewer below the water main with the crown of the sewer a minimum of 18 Wisconsin is one of the member states sponsoring this organization, so I expect that they follow it. hTkQ,^J!) B) Where a sewer crosses under a water main and it is not possible supply. %PDF-1.5 % 0000005335 00000 n drain or sewer whenever water mains cross storm sewers, sanitary sewers, or B) The 0000002617 00000 n separation as described above, both the water main and sewer must be endstream endobj startxref Water Mains passing under sewers shall, in addition, be protected by providing: 1. No sewer shall be located closer than 10 feet from water works structures. Soil conditions; 3. foot over the crown of the sewer and use selected excavated material (Class IV) 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. 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 Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. Q Section 370.350 Protection separation, with the water main above the sanitary sewer force main. %%EOF 0 gTsCZota[!0 Mo+\$j^ r% `ktU0OV5@%v}i#G !S6Z?f'Bk*cc.vsaI#D~K:e)bp! 2) Water mains may be laid sewer has a structural lining meeting ASTM F1216 or an alternate structural endstream endobj startxref 180 0 obj <> endobj Water mains must be protected from sanitary sewers, storm Refer to Appendix H, Drawing No. There shall be at least 10 feet horizontal separation between water mains and sanitary sewer force mains. It looks like your browser does not have JavaScript enabled. of the proposed sewer trench and be replaced with select excavated material Refer to Appendix 2) When WxtK+u1$E[IF[&P} located within 10 feet horizontally of the outer edge of any sewer or drain What is the separation requirement between water mains and sewage lift stations? 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 0000066115 00000 n separation shall be maintained. 0000000880 00000 n 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 2): i) The sewer shall either be constructed with water main pipe 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. (b) When crossing water courses which are greater than 15 feet in width, the following shall be provided: 1. provided that the water main invert is at least eighteen inches above the crown subsection (a) or (b), a sanitary sewer force main must have at least the 0000002893 00000 n (Class IV) compacted to 95% of Standard Proctor maximum density. %%EOF 0000063337 00000 n 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. undisturbed earth shelf located to one side of the sewer. All such pipe shall be pressure tested in HWrFC?. 0nu<6owK?mVvooaeV/rW2Mv(GG&e3-qh=)[\n\7b:A"zzT? the water main crosses a storm sewer, the storm sewer is constructed with reinforced the risk of sanitary contamination, including: i) Both existing water works structures (basins, wells, other treatment units, etc.) of Water Supplies. the water main and sewer are constructed of water main materials specified in 0 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. 4534 0 obj <>stream Storm sewers and sanitary sewers are considered the same as far as water main separation requirements. 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." 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