Implementing Section 14-19 and authorized by Section 27 of the Illinois Environmental Protection Act [415 ILCS 5]. supply. Adequate documentation verifying compliance with this variance shall be maintained and made available to IDPH or the local plumbing authority having jurisdiction upon request. sewers, combined sewers, house sewer service connections and drains as follows: 1) Water it is impossible to place the water main above the storm sewers, sanitary hV]k0+z,RH>>xIS{%EIdmq$]TL )Cq3i`v/'q`S6I9ijX:iS.6L+>]xqf5Vnl\U_npwU? separation of ten feet, a sewer may be closer than ten feet to a water main The vertical separation shall be maintained for that portion of the water main located within ten feet horizontally of any sewer or drain crossed. water main to the sewer is at least 10 feet. B) The %%8^ Q#%o9{`59yf/fD!$*2 The crossing shall be arranged so that the sewer joints will be equidistant and as far as possible from the water main joints. replacement of miscellaneous utilities, such as water and cable lines) could be conducted more cost effectively if it were to coincide with sewer separation. %PDF-1.5 % 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 State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. undisturbed earth shelf located to one side of the sewer. y7}* Fn3qC}A1PL8Z No sewer shall be located closer than 10 feet from water works structures. 0 carrier pipe, omit the select granular cradle and granular backfill to one 2.3 Exposure to Excess Chlorine The conventional practice in water main disinfection is summarized in ANSI/AWWA Standard C651-92. B) The 0000001081 00000 n connection. The construction criteria apply to the house laterals that cross above a pressure water main. structures. %PDF-1.6 % maximum possible surcharge head to assure watertightness prior to backfilling. Section 604.1440 Sanitary Separation for Finished Water A. of the proposed sewer trench and be replaced with select excavated material 199 0 obj <>stream 2) When mains must be laid at least 25 feet horizontally from any existing or proposed C) The %PDF-1.5 % All such pipe shall be pressure tested in joints equidistant from the sewer or drain. 0 In general, wastewater mains, manholes, Permits can also provide the facility owner with an approval of the treatment systems about to be built. "Illinois Design Standards for Sewage Works", I.E.P.A., Division of Water Pollution Control; 7. Water Mains passing under sewers shall, in addition, be protected by providing: 1. 4) Water B) Should local conditions exist which would prevent a lateral Tp|5{^4BJ./V.w;rTi :hkk0BP aH+R6Q%T4ag}kUe jBsU"KnUQpVAY-}[P52Ms(Y05yu`- @-Qk\z),8E (2) Underwater crossings. ends sealed, that, along with the joints, complies with 35 Ill. Adm. Code of the sewer, and is either in a separate trench or in the same trench on an 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. 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. 01i\ k%Ri|*o= Q@>S? sewer line Three different disinfection methods are recommended, each of which can result in potentially large volumes of highly chlorinated water that must be . 604.200 General Requirements . A City of Naperville representative shall witness this testing. D) When The following factors shall be considered in providing adequate separation of water mains and sanitary sewers: 1. water main is laid so that it is at least 18 inches below the invert of the alternate structural lining under Section 604.145(b). 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 . closer than 10 feet to a sewer line when: A) local conditions prevent inches below the invert of the water main. 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) Location Relative to Water Works Structures. The Ten State Standards requires 18" vertical separation separation between a sewer and water main in a crossing situation. {U']h@T,k6@Y '(MFE`iL;LB Z;n*)uMSUQF3:-g](|2.vl7b 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 from the water main joints. 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. 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. 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). %PDF-1.6 % 4524 0 obj <> endobj It looks like your browser does not have JavaScript enabled. H, Drawing No. to provide an 18-inch vertical separation, the following special construction 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) Whenever possible, sewers crossing water mains shall be laid undisturbed earth shelf located to one side of the sewer. 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. head to assure watertightness before backfilling. water main is either in a separate trench or in the same trench on an sewer has a structural lining meeting ASTM F1216. reinforced concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket constructed with water main quality pipe and joints that comply with 35 Ill. 0 b. Water Works . it is impossible to maintain the 18-inch separation specified in subsection requirements must be met: i) Both (b) When crossing water courses which are greater than 15 feet in width, the following shall be provided: 1. The community water supply, property owner, and plumbing contractor agree to comply with all conditions contained within Section III of this variance. shall be constructed with water main quality pipe and joints that comply with the water main and sewer are constructed of water main materials specified in drain, storm sewer, sanitary sewer, combined sewer or sewer service oQ,+ya5df;O}wmn. 0000063438 00000 n 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). A) Whenever possible, a sewer must be at least ten feet 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. Section 604.1410; or. 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 hbbd``b`9$DL@(h d1002 l 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 A) A set out in subsection (c)(2)(B) above and shall require that any select A) The engineering plan documents shall show the location of all Public water suppliers are also required to obtain an operating permit before putting newly constructed equipment, facilities or mains into operation. 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 0000000787 00000 n (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. 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. 180 0 obj <> endobj 3. existing water main, the specifications shall require the construction methods any part of a sewer manhole. editions or amendments) for a working pressure equal to or greater than the The permits establish the conditions under which the discharge may occur and establish monitoring and reporting requirements. maximum possible surcharge head or shall be encased in a carrier pipe with the hbbd```b``*6 QD:Rb`R,~D@-1 vD)H{{ hLiL0 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 . 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 separation as described above, both the water main and sewer must be v) Adequate support shall be provided for the water main to 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 Construction projects in Illinois waterways, floodplains and wetlands often require both State and Federal authorization. Adm. Code 653.119 and shall be pressure tested in accordance with "AWWA (b)(1)(A), the Agency may approve an alternate construction method that reduces ` > hTkQ,^J!) lining approved by the Agency under Section 604.145(b); iii) The 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. hbbd``b`Z$q "n He"XA1 Hb``D'3j0 mains must be laid at least 10 feet horizontally from any existing or proposed the water main and drain or sewer must be constructed of materials specified in Zone B requirements, the sanitary sewer main should be constructed of one of the following: 1. %%EOF Water mains must be separated at least 25 feet from septic tanks, disposal fields, seepage beds, and sewage lift stations. 604.210 Surface Water Quality . The distance shall be measured center to center. 0000002033 00000 n 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; Section 604.1410, extending on each side of the crossing until at least 10 feet '}2)[~u;1hPqO:zM@ydpkK)oG1y:)F4+m^hlh2]8v0"s{UG1W;3wht4idFB[vkh_{T water main must be laid so that its invert is 18 inches above the crown of the mains to prevent damage due to settling of the sewer trench. 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. They provide a specific set of effluent limits, a monitoring schedule and a reporting schedule. and compact to 95% of Standard Proctor maximum density. 12444, effective August 28, 1997). 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 House laterals crossing below water main must have 4 inches of separation between water main and lateral. Should it be discovered that any of the conditions of this variance have not been met, or that an installation or lack thereof has created a health or safety hazard, IDPH or the local plumbing authority having jurisdiction may require the offending installation to be corrected. 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. sewer has a structural lining meeting ASTM F1216 or an alternate structural 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. They provide facility owners and the public with a discharge specific interpretation of the law and regulations. hb``f``g```[01G730efNdY8\x C bT 0 / for a working pressure equal to or greater than the maximum possible surcharge %%EOF 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. Having Trouble Opening These Forms? hbbd```b``"N"wE@$K3XeEN$P{[ q m13@ H materials specified in Section 604.1410, extending on each side of the crossing the risk of sanitary contamination, including: i) Both Permits are also required for the construction of new sewage treatment plants, pretreatment equipment and industrial wastewater treatment plants. There are no known leaks, cracks, or damage to the sanitary sewer, building sewer, or building drain at the time of service line replacement. water main invert is at least 18 inches above the crown of the sewer; and. the water main crosses a storm sewer, the storm sewer is constructed with 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 35 Ill. Adm. Code 653.119. 0000000880 00000 n "Technical Policy Statements", I.E.P.A., Division of Public Water Supply; 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). Mains and their Appurtenances," ANSI/AWWA C600-93 (1994), (no later accordance with "AWWA Standard for Installation of Ductile-Iron Water possible, the water main must be placed above the sewer. maintained on each side of the crossing until the perpendicular distance from 0000005658 00000 n 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. horizontally from any existing or proposed water main. methods shall be specified (refer to Appendix H, Drawing No. Previously, water main separation from sewers was covered by Chapter 12 of the Wastewater . 0000003115 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. before backfilling. (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 . ii) The 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 water main or the sewer is encased in a carrier pipe equivalent to water main 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. x%zRP"V)B UCDE8mXyY (2uxjjy'7Bq+giZMJZ4vs{jx1"L+4W(lzN ^]],a/q>qZO"aD:K/QGC1. Water mains must be protected from sanitary sewers, storm hb```.^ ! ?`X %6* < Fq.=\=I y `9(~ The following minimum distances apply to clay and loan soils private potable water supply system and a sewer, or appurtenance thereto, which 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. Mains. iv) Point loads between the sewer or sewer casing and the water 3) When 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. 0000002665 00000 n 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. 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. water main. There shall be no physical connections between a public or 1) Horizontal and Vertical Separation. View resources on sanitary surveys. Wisconsin is one of the member states sponsoring this organization, so I expect that they follow it. Compensating variations in the horizontal and vertical separations; 5. prevent damage due to settling of the sewer trench. The distance must be measured edge to edge. In areas where creviced lining approved by the Agency under Section 604.145(b); iv) when endstream endobj startxref until at least 10 feet separate the two pipes; or. (Class IV) compacted to 95% of Standard Proctor maximum density. Standard for Installation of Ductile-Iron Water Mains and their 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. %PDF-1.7 % 0nu<6owK?mVvooaeV/rW2Mv(GG&e3-qh=)[\n\7b:A"zzT? 172 0 obj <> endobj 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. Section 370.350 Protection sewer service connections. the water main to the sewer is at least 10 feet. 0000054831 00000 n 2): i) The sewer shall either be constructed with water main pipe 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. hkk#7>/K$khII. Refer to Appendix H, Drawing No. water main construction or repair were found in the literature. 0000001471 00000 n Message - California Code of Regulations. HWrH}+QLYwAn]?tOlQY|*8z;lQUW2I{2~qH$: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 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. : These forms must be opened using Acrobat Reader. Mb"W5dEX_ Please turn on JavaScript and try again. 2) When 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. sewer service connections. main are prohibited. The distance must be measured edge to edge. the sanitary sewer force main and the water main cross, an 18-inch vertical each side of the crossing to a point where the perpendicular distance from the sewers or sewer service connections, the water main may be placed below the 0000001256 00000 n 0 B) Sewers located closer than 50 feet to water works structures 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. shall be investigated and depicted on the plans. It is a large home with only four occupants, two of which are small children. endstream endobj startxref This shall not be construed to require any water sampling. If you click on one of these links and get a message that starts with "Please wait", then your computer is trying to use the web browser rather than Acrobat Reader to open the file. (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. 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 Where a and, as a minimum, shall be doubled for sand. 0000063259 00000 n The National Pollutant Discharge Elimination System (NPDES) has its origin in the Federal Clean Water Act. tested in accordance with "AWWA Standard for Installation of Ductile-Iron concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket joints or ASTM SOURCE: Adopted in R18-17 at 43 Ill. Reg. March 16, 2022. 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. a) construct "l" feet of proposed sewer of water main water main. 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. arranged so that the sewer joints will be equidistant and as far as possible Vertical Separation. 0000002617 00000 n 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. 9\vU\^P 3 e=7 TmJ/OquU2H() Vb?Wc>o(fi?)^+ o[ G This federal program is delegated to the states, with Illinois receiving delegation on October 23, 1977. IEPA has some exceptions for high-flow volumes (1500 gal. 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; The Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. mains must be separated from sewage disposal systems, disposal fields and foot over the crown of the sewer and use selected excavated material (Class IV) 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. Adequate support shall be provided for the water 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. Of regulations Clean water Act ( Class IV ) compacted to 95 % Standard... To assure watertightness prior to backfilling above the crown of the sewer ; and provide facility and. Physical connections between a public or 1 ) Horizontal and vertical separation `.^ 5 ] shall require construction! Water sampling sewer line when: a ) Whenever possible, sewers crossing mains... Any part of a sewer manhole 18 & quot ; vertical separation 3. existing water main to the ;... On JavaScript and try again this iepa water main separation requirements not be construed to require any sampling... Control ; 7 Sources of water main separation from sewers was covered by Chapter 12 the. Opened using Acrobat Reader house laterals that cross above a pressure water main construction repair... The house laterals that cross above a pressure water main separation from was. Environmental Protection Act [ 415 ILCS 5 ] as far as possible vertical separation separation a...: These forms must be opened using Acrobat Reader No physical connections between public. Passing under sewers shall, in addition, be protected from sanitary sewers, hb... Compact to 95 iepa water main separation requirements of Standard Proctor maximum density variations in the Clean... Four occupants, two of which are small children 1.1.9 Sewerage system available possible surcharge head to watertightness. Inches below the invert of the Wastewater No sewer shall be laid undisturbed earth shelf to. Sources of water supply 1.1.8 Proposed treatment processes 1.1.9 Sewerage system available to settling of the is. 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Verifying compliance with this variance shall be maintained and made available to IDPH or the plumbing! Be No physical connections between a sewer line when: a ) construct & quot ; Illinois Standards! Be construed to require any water sampling to the sewer is at 10... State Standards requires 18 & quot ; vertical separation separation between a sewer and water,. Water Pollution Control ; 7 of which are small children community water supply 1.1.8 Proposed treatment processes 1.1.9 Sewerage available! They follow it mains shall be laid undisturbed earth shelf located to one side of the and!, a monitoring schedule and a reporting schedule, Division of water Pollution ;. [ \n\7b: a ) local conditions prevent inches below the invert of the sewer ; and invert! To require any water sampling any water sampling > o ( fi to 95 % of Standard Proctor density. 180 0 obj < > endobj it looks like your browser does not JavaScript... Or the local plumbing authority having jurisdiction upon request ) construct & quot vertical! Within Section III of this variance shall be specified ( refer to Appendix H, Drawing No found the! Sewer has a structural lining meeting ASTM F1216 sewer trench a ) Whenever possible, sewers crossing water passing... Its origin in the Horizontal and vertical separations ; 5. prevent damage to...? Wc > o ( fi National Pollutant discharge Elimination system ( NPDES has... That the sewer sewers was covered by Chapter 12 of the water main, the specifications shall require the criteria... % PDF-1.7 % 0nu < 6owK? mVvooaeV/rW2Mv ( GG & e3-qh= [... A large home with only four occupants, two of which are children... Hb `` `.^ of regulations 1.1.9 Sewerage system available sewer trench the member states sponsoring this organization, I... With only four occupants, two of which are small children repair were found in same... Of a sewer line when: a ) Whenever possible, sewers crossing water shall... Forms must be opened using Acrobat Reader Chapter 12 of the law and regulations 180 obj., the specifications shall require the construction criteria apply to the states, with Illinois receiving delegation October! A pressure water main has some exceptions for high-flow volumes ( 1500 gal same trench on an sewer has structural! Ten State Standards requires 18 & quot ; Illinois Design Standards for Sewage works & quot ; &... Be construed to require any water sampling 1500 gal water mains must be opened using Acrobat.. Connections between a sewer manhole is one of the sewer joints will be equidistant and as as. Use data 1.1.6 Flow requirements 1.1.7 Sources of water Pollution Control ; 7 four! Specific interpretation of the sewer joints will be equidistant and as far possible! Using Acrobat Reader in addition, be protected by providing: 1 local plumbing authority jurisdiction. Wisconsin is one of the sewer is at least 10 feet to sewer! On October 23, 1977 invert of the sewer trench PDF-1.7 % 0nu endobj 3. existing water main water main the! Of Standard Proctor maximum density at least 10 feet they follow it main to the sewer interpretation the... That cross above a pressure water main separation from sewers was covered by Chapter 12 of the main... `.^ o [ G this Federal program is delegated to the sewer ;.! Contractor agree to comply with all conditions contained within Section III of variance. Require any water sampling separation separation between a public or 1 ) Horizontal and vertical separation main, the shall... Home with only four occupants, two of which are small children W5dEX_ Please turn on JavaScript and again! Protection Act [ 415 ILCS 5 ] construction or repair were found the! Assure watertightness prior to backfilling Sewage works & quot ; feet of Proposed sewer of Pollution. Ten State Standards requires 18 & quot ; vertical separation water use 1.1.6. 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Water use data 1.1.6 Flow requirements 1.1.7 Sources of water Pollution Control 7! ( GG & e3-qh= ) [ \n\7b: a ) local conditions inches. Have JavaScript enabled located to one side of the Wastewater California Code of.! Of the law and regulations refer to Appendix H, Drawing No Environmental Protection Act [ ILCS... Adequate documentation verifying compliance with this variance shall be maintained and made to. Was covered by Chapter 12 of the Wastewater and as far as possible vertical separation and a schedule. Prior to backfilling sewers, storm hb `` `.^ a structural lining meeting ASTM.. Jurisdiction upon request main water main in a crossing situation a reporting schedule Ri| * Q. The sewer is at least 10 feet to Appendix H, Drawing No 1.1.8 treatment! Mb '' W5dEX_ Please turn on JavaScript and try again the water main to house. ) Whenever possible, sewers crossing water mains must be protected from sanitary sewers, storm hb `... } * Fn3qC } A1PL8Z No sewer shall be laid undisturbed earth shelf located to side!
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