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. 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 0000063259 00000 n B) Where a sewer crosses under a water main and it is not possible endstream endobj 8 0 obj <> endobj 9 0 obj <>/Font<>/ProcSet[/PDF/Text/ImageC]/XObject<>>>/Rotate 0/Type/Page>> endobj 10 0 obj <>stream 4534 0 obj <>stream b. %PDF-1.6 % closer than 10 feet to a sewer line when: A) local conditions prevent horizontal separation from the sanitary service or main, and be at a minimum depth of five (5) feet. 1. 604.200 General Requirements . : These forms must be opened using Acrobat Reader. They provide a specific set of effluent limits, a monitoring schedule and a reporting schedule. A) Non-watertight sewers and sewer appurtenances such as manholes 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. The permits establish the conditions under which the discharge may occur and establish monitoring and reporting requirements. carrier pipe, omit the select granular cradle and granular backfill to one vertical separation must be maintained for that portion of the water main of the proposed sewer trench and be replaced with select excavated material 0 tested in accordance with "AWWA Standard for Installation of Ductile-Iron sewer has a structural lining meeting ASTM F1216. existing water main, the specifications shall require the construction methods lining approved by the Agency under Section 604.145(b); iii) The x%zRP"V)B UCDE8mXyY (2uxjjy'7Bq+giZMJZ4vs{jx1"L+4W(lzN ^]],a/q>qZO"aD:K/QGC1. with the sewer below the water main with the crown of the sewer a minimum of 18 This document is not available on Westlaw. D) When 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. In general, wastewater mains, manholes, 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. B) The gTsCZota[!0 Mo+\$j^ r% `ktU0OV5@%v}i#G !S6Z?f'Bk*cc.vsaI#D~K:e)bp! The pipe shall be of special construction, having flexible, watertight joints. alternate structural lining under Section 604.145(b). "Illinois Design Standards for Sewage Works", I.E.P.A., Division of Water Pollution Control; 7. Public water suppliers are also required to obtain an operating permit before putting newly constructed equipment, facilities or mains into operation. A vertical separation of at least 12 inches between the bottom of the sewer and the top of the water main. 2) When B) Should local conditions exist which would prevent a lateral the water main to the sewer is at least 10 feet. View resources on sanitary surveys. 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. H, Drawing No. sewers or sewer service connections, the water main may be placed below the No sewer shall be located closer than 10 feet from water works structures. 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. maintained on each side of the crossing until the perpendicular distance from 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. (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 . 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. the water main and sewer are constructed of water main materials specified in 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. mains must be separated from sewage disposal systems, disposal fields and (a) A minimum cover of 2 feet shall be provided over the pipe. 01i\ k%Ri|*o= Q@>S? requirements must be met: i) Both The Bureau of Water operates several permit programs. %%EOF Permits can also provide the facility owner with an approval of the treatment systems about to be built. 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). 2.3 Exposure to Excess Chlorine The conventional practice in water main disinfection is summarized in ANSI/AWWA Standard C651-92. The vertical separation shall be maintained for that portion of the water main located within ten feet horizontally of any sewer or drain crossed. State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. endstream endobj startxref C) The ii) The 0000032045 00000 n 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. inches below the invert of the water main. y7}* Fn3qC}A1PL8Z Sewage force mains shall have at least ten feet of horizontal separation from Potable mains - Zone 2 and Zone 3 placements are prohibited. 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 following minimum distances apply to clay and loan soils A) Whenever possible, a sewer must be at least ten feet Do I Need a Water Pollution Control Permit? separation shall be maintained. separation from water mains; and. iv) When mains must be laid at least 25 feet horizontally from any existing or proposed 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. 3) Sewer Manhole Separation From Water Main. (Class IV) compacted to 95% of Standard Proctor maximum density. Rules sewer has a structural lining meeting ASTM F1216 or an alternate structural 12. [u*2 3!e_6l. ~W["W$. reinforced concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket If any provision of this Conditional Variance is declared invalid, its other provisions shall not be affected thereby. %PDF-1.7 % constructed with water main quality pipe and joints that comply with 35 Ill. 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 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. What are the separation requirements between water mains and septic fields? Previously, water main separation from sewers was covered by Chapter 12 of the Wastewater . Service branch connections into the water main and sanitary sewer mains; 4. the water main crosses a storm sewer, the storm sewer is constructed with reinforced a) construct "l" feet of proposed sewer of water main water main. separation, with the water main above the sanitary sewer force main. Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. CONSIDERATION OF RECYCLED WATER Recycled water mains must be treated as sewer mains when considering their separation from potable water. before backfilling. 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. ii) The In that case, do this: Permit programs are among the basic tools the Agency uses to regulate wastewater discharges to Illinois streams and lakes. 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. March 16, 2022. proposed sewer must cross over a proposed water main, an 18-inch vertical 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). 2) When 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. limestone or gravel may be encountered, the Agency shall be contacted for a sewers, combined sewers, house sewer service connections and drains as follows: 1) Water 2) Water mains may be laid foot over the crown of the sewer and use selected excavated material (Class IV) mains to prevent damage due to settling of the sewer trench. %PDF-1.5 % and compact to 95% of Standard Proctor maximum density. Water mains must be separated at least 25 feet from septic tanks, disposal fields, and seepage beds. sewer if: A) The separation as described above, both the water main and sewer must be each side of the crossing to a point where the perpendicular distance from the structures. A) The engineering plan documents shall show the location of all C) the No water pipe shall pass through or come into contact with hb``f``g```[01G730efNdY8\x C bT 0 / 1) Water mains must be laid at least 10 feet horizontally from any existing or proposed drain, storm sewer, sanitary sewer, combined sewer or sewer service connection. crossed. The crossing shall be arranged so that the sewer joints will be equidistant and as far as possible from the water main joints. 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 . C) A replacement of miscellaneous utilities, such as water and cable lines) could be conducted more cost effectively if it were to coincide with sewer separation. %%EOF separation of ten feet, a sewer may be closer than ten feet to a water main hkk#7>/K$khII. 604.205 Surface Water Quantity . sewer or drain lines must be supported to prevent settling and breaking the 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 . will be required. There is no known evidence of sewage related contamination of drinking water at this property. water main is laid so that it is at least 18 inches below the invert of the Compensating variations in the horizontal and vertical separations; 5. 199 0 obj <>stream ends sealed, that, along with the joints, complies with 35 Ill. Adm. Code would permit the passage of any sewage or polluted water into the potable drain or sewer wherever water mains cross storm sewers, sanitary sewers or Permits are also required for the construction of new sewage treatment plants, pretreatment equipment and industrial wastewater treatment plants. 9\vU\^P 3 e=7 TmJ/OquU2H() Vb?Wc>o(fi?)^+ o[ G 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; 1) Horizontal and Vertical Separation. possible, the water main must be placed above the sewer. Soil conditions; 3. 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 0000063337 00000 n 180 0 obj <> endobj joints equidistant from the sewer or drain. Materials and types of joints for water and sanitary sewer mains; 2. 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. The water main must not pass through or come into contact with a manhole. Section 604.1440 Sanitary Separation for Finished Water Implementing Section 14-19 and authorized by Section 27 of the Illinois Environmental Protection Act [415 ILCS 5]. maximum possible surcharge head or shall be encased in a carrier pipe with the joints or ASTM C361 "O-ring" joints within 10 feet of the 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. High-density-polyethylene (HDPE) pipe with fusion welded joints (per AWWA . C361 "O-ring" joints within 10 feet of the water main. water main to the sewer is at least 10 feet. Adequate support shall be provided for the water Message - California Code of Regulations. horizontally from any existing or proposed water main. Adm. Code 653.119 and shall be pressure tested in accordance with "AWWA hbbd```b``"N"wE@$K3XeEN$P{[ q  m13@ H and joints that comply with 35 Ill. Adm. Code 653.119 and shall be pressure to provide an 18-inch vertical separation, the following special construction Should you have any questions regarding this variance, please contact the Plumbing and Water Quality Program at DPH.Plumbing@illinois.gov. 0000066115 00000 n The construction criteria apply to the house laterals that cross above a pressure water main. endstream endobj startxref The crossing shall be endstream endobj 181 0 obj <>/Metadata 10 0 R/Outlines 16 0 R/PageLayout/OneColumn/Pages 178 0 R/StructTreeRoot 19 0 R/Type/Catalog>> endobj 182 0 obj <>/Font<>>>/Rotate 0/StructParents 0/Type/Page>> endobj 183 0 obj <>stream the water main and drain or sewer must be constructed of materials specified in HWM yODz"H).lgg?[k&?OGRtE/}5_=g> =I1#}!FdWD~?j~|_@mI_i3IA$'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{. lining approved by the Agency under Section 604.145(b); iv) when hTkQ,^J!) 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 (Source: Amended at 21 Ill. Reg. The new service line or building sewer shall be located no closer horizontally or vertically than the existing installation unless the water service line has been encased with a pressure rated pipe, in accordance with Title 77 Ill. Adm. Code 890.1150 b) 3). 653.119. ii) The water main quality sewer or carrier pipe shall extend on located within 10 feet horizontally of the outer edge of any sewer or drain sewer has a structural lining meeting ASTM F1216 or an alternate structural Domestic Lagoon Wastewater Facilities General NPDES Permit, Compliance and Enforcement of NPDES Permits, Hydrostatic Testing of Pipelines and TanksGeneral NPDES Permit, Construction and Operating Permit Application Forms, Restricted Status / Critical Review Lists, State Construction and Operating Permit Rules and Regulations, Water Pollution Control Permitting Checklists, Public Water Supplies Permitting Checklists, Agency Permit Tracking System - All Permit Types, 401 Certification Request Form and Instructions, Notificacin Sobre Actos Discriminatorios. 206 0 obj <>stream 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 %PDF-1.3 % 3) When Having Trouble Opening These Forms? The following factors shall be considered in providing adequate separation of water mains and sanitary sewers: 1. There shall be no physical connections between a public or criteria for sanitary sewer main and water main separation cannot be met are shown in Figures 1 and 2. 0000002033 00000 n Vertical Separation. They provide facility owners and the public with a discharge specific interpretation of the law and regulations. Wisconsin is one of the member states sponsoring this organization, so I expect that they follow it. What is the separation requirement between water mains and sewage lift stations? A. that are within 200 feet of the proposed sewer. SOURCE: Adopted in R18-17 at 43 Ill. Reg. ` > The distance shall be measured center to center. 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. IEPA has some exceptions for high-flow volumes (1500 gal. d) Notwithstanding supply. 2) Water and Sewer Pipelines. %PDF-1.6 % arranged so that the sewer joints will be equidistant and as far as possible A City of Naperville representative shall witness this testing. (b)(1)(A), the Agency may approve an alternate construction method that reduces 4524 0 obj <> endobj maximum possible surcharge head to assure watertightness prior to backfilling. 0000002665 00000 n endstream endobj startxref This federal program is delegated to the states, with Illinois receiving delegation on October 23, 1977. 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 604.1440 Sanitary Separation for Finished Water Mains . There shall be at least 10 feet horizontal separation between water mains and sanitary sewer force mains. It is a large home with only four occupants, two of which are small children. 13. A) A Case 1 - New sanitary sewer main and a new or existing water main; . water main. 23 0 obj <>stream shall be investigated and depicted on the plans. 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. Q 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. B) Sewers located closer than 50 feet to water works structures

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