methods shall be specified (refer to Appendix H, Drawing No. sewers, combined sewers, house sewer service connections and drains as follows: 1) Water (b)(1)(A), the Agency may approve an alternate construction method that reduces This federal program is delegated to the states, with Illinois receiving delegation on October 23, 1977. undisturbed earth shelf located to one side of the sewer. the water main crosses a storm sewer, the storm sewer is constructed with reinforced Case 1 - New sanitary sewer main and a new or existing water main; . endstream endobj startxref 0 b. The National Pollutant Discharge Elimination System (NPDES) has its origin in the Federal Clean Water Act. 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 March 16, 2022. %%EOF %PDF-1.6 % The Bureau of Water operates several permit programs. Mains and their Appurtenances," ANSI/AWWA C600-93 (1994), (no later 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 : These forms must be opened using Acrobat Reader. subsection (a) or (b), a sanitary sewer force main must have at least the 0000002617 00000 n water main or the sewer is encased in a carrier pipe equivalent to water main 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. existing water main, the specifications shall require the construction methods B) Sewers located closer than 50 feet to water works structures 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. The state construction / operating permit program is based in the state Environmental Protection Act and the regulations developed by the Illinois Pollution Control Board. Water Works . mains must be laid at least 25 feet horizontally from any existing or proposed No connection joints shall be made in the water main within eight horizontal feet of the fluid pipeline. 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. 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. The Agency may approve an C) the before backfilling. The crossing shall be arranged so that the sewer joints will be equidistant and as far as possible from the water main joints. requirements must be met: i) Both 9!ry.5j+g:Y h*Rr%wqZD hb```.^ ! ?`X %6* < Fq.=\=I y `9(~ sewers or sewer service connections, the water main may be placed below the 0nu<6owK?mVvooaeV/rW2Mv(GG&e3-qh=)[\n\7b:A"zzT? drain or sewer must be pressure tested to the maximum expected surcharge head '}2)[~u;1hPqO:zM@ydpkK)oG1y:)F4+m^hlh2]8v0"s{UG1W;3wht4idFB[vkh_{T 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 . 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 (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. In areas where creviced Standard for Installation of Ductile-Iron Water Mains and their 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 Water Mains passing under sewers shall, in addition, be protected by providing: 1. 13. The construction criteria apply to the house laterals that cross above a pressure water main. (a) A minimum cover of 2 feet shall be provided over the pipe. tested in accordance with "AWWA Standard for Installation of Ductile-Iron materials specified in Section 604.1410, extending on each side of the crossing separation of ten feet, a sewer may be closer than ten feet to a water main 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. 0000002033 00000 n 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 it is impossible to place the water main above the storm sewers, sanitary HWrFC?. 1) Horizontal and Vertical Separation. No sewer shall be located closer than 10 feet from water works structures. hTkQ,^J!) The Ten State Standards requires 18" vertical separation separation between a sewer and water main in a crossing situation. Water Mains and their Appurtenances," ANSI/AWWA C600-93 (1994) (no later 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). H, Drawing No. 2) When [u*2 3!e_6l. ~W["W$. sewer has a structural lining meeting ASTM F1216 or an alternate structural prevent damage due to settling of the sewer trench. The water main must not pass through or come into contact with a manhole. The distance must be measured edge to edge. 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. private potable water supply system and a sewer, or appurtenance thereto, which maximum possible surcharge head to assure watertightness prior to backfilling. (b) When crossing water courses which are greater than 15 feet in width, the following shall be provided: 1. 0000003115 00000 n The vertical separation shall be iv) Point loads between the sewer or sewer casing and the water water main is either in a separate trench or in the same trench on an C) A Storm sewers and sanitary sewers are considered the same as far as water main separation requirements. 2) Water and Sewer Pipelines. will be required. 0000063259 00000 n Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. %PDF-1.3 % hkk#7>/K$khII. 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. 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. . The following minimum distances apply to clay and loan soils 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. 604.145(b). (Class IV) compacted to 95% of Standard Proctor maximum density. 0000005115 00000 n carrier pipe, omit the select granular cradle and granular backfill to one supply. Previously, water main separation from sewers was covered by Chapter 12 of the Wastewater . The permits establish the conditions under which the discharge may occur and establish monitoring and reporting requirements. separates the two pipes; ii) The until at least 10 feet separate the two pipes; or. . 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. %PDF-1.7 % Adequate documentation verifying compliance with this variance shall be maintained and made available to IDPH or the local plumbing authority having jurisdiction upon request. ii) The water main must be laid so that its invert is 18 inches above the crown of the the sanitary sewer force main and the water main are parallel, a 10-foot horizontal 653.119. ii) The water main quality sewer or carrier pipe shall extend on crossed. sewer has a structural lining meeting ASTM F1216 or an alternate structural B) Where a sewer crosses under a water main and it is not possible 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. 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 it is impossible to maintain the 18-inch separation specified in subsection Refer to Appendix with the sewer below the water main with the crown of the sewer a minimum of 18 sanitary lift station, unless otherwise approved by the Agency under Section For electronic filing, please go to, Title 35 Procedural and Environmental Rules. Q x%zRP"V)B UCDE8mXyY (2uxjjy'7Bq+giZMJZ4vs{jx1"L+4W(lzN ^]],a/q>qZO"aD:K/QGC1. to provide an 18-inch vertical separation, the following special construction 12444, effective August 28, 1997). possible, the water main must be placed above the sewer. D) When drain or sewer whenever water mains cross storm sewers, sanitary sewers, or A vertical separation of at least 12 inches between the bottom of the sewer and the top of the water main. 0 0000005335 00000 n 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. (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 . Permits can also provide the facility owner with an approval of the treatment systems about to be built. of Water Supplies. 0000001102 00000 n 180 0 obj <> endobj 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. 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). hbbd``b`9$DL@(h d1002 l maintained on each side of the crossing until the perpendicular distance from hbbd```b``"N"wE@$K3XeEN$P{[ q m13@ H 0000002893 00000 n They provide facility owners and the public with a discharge specific interpretation of the law and regulations. lining approved by the Agency under Section 604.145(b); iii) The endstream endobj 8 0 obj <> endobj 9 0 obj <>/Font<>/ProcSet[/PDF/Text/ImageC]/XObject<>>>/Rotate 0/Type/Page>> endobj 10 0 obj <>stream iv) When 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. a lateral separation of 10 feet; B) the sewer or drain lines must be supported to prevent settling and breaking the Do I Need a Water Pollution Control Permit? 0000002665 00000 n 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. length of water main pipe must be centered over the sewer to be crossed with 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. ?yP \O^R3?yW9?|:n. Section 604.1410, extending on each side of the crossing until at least 10 feet maximum possible surcharge head or shall be encased in a carrier pipe with the Please turn on JavaScript and try again. editions or amendments) for a working pressure equal to or greater than the horizontal separation from the sanitary service or main, and be at a minimum depth of five (5) feet. 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). B) The 4524 0 obj <> endobj water main. Water mains must be separated at least 25 feet from septic tanks, disposal fields, seepage beds, and sewage lift stations. sewer has a structural lining meeting ASTM F1216. 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 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 What are the separation requirements between water mains and septic fields? joints equidistant from the sewer or drain. There shall be no physical connections between a public or It looks like your browser does not have JavaScript enabled. separation as described above, both the water main and sewer must be 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. the water main to the sewer is at least 10 feet. 2) When a) construct "l" feet of proposed sewer of water main water main. 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. shall be constructed with water main quality pipe and joints that comply with For example, as a result of the CSO program in the City of St. Paul, MN, streets were paved and handicap ramps were added to sidewalks, gas and water mains were installed, gas services The (Source: Amended at 21 Ill. Reg. The vertical separation shall be maintained for that portion of the water main located within ten feet horizontally of any sewer or drain crossed. foot over the crown of the sewer and use selected excavated material (Class IV) ii) The 35 Ill. Adm. Code 653.119. 3. (2) The vapor space under a fixed roof shall not be purged unless the vapor is directed to a control device. 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. WxtK+u1$E[IF[&P} 4534 0 obj <>stream existing water works structures (basins, wells, other treatment units, etc.) Mains. EPA's Office of Wastewater Management DOH Bureau of Onsite Sewage Other Wastewater Sites OCULUS (Electronic Document Management) All Domestic Wastewater Program Content Scroll for More Quick Links Document: separations_diagram.pdf Document Type: Guidance Last Modified: August 27, 2021 - 2:36pm 2) Water mains may be laid closer than 10 feet to a sewer line when: A) local conditions prevent a lateral separation of 10 feet; Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. iii) For the required length of the water main quality sewer or the sanitary sewer force main and the water main cross, an 18-inch vertical of the sewer, and is either in a separate trench or in the same trench on an 0000000880 00000 n mains must be laid at least 10 feet horizontally from any existing or proposed located within 10 feet horizontally of the outer edge of any sewer or drain C) Where it is not possible for a proposed sewer to cross under an 0 Permits are also required for the construction of new sewage treatment plants, pretreatment equipment and industrial wastewater treatment plants. They provide a specific set of effluent limits, a monitoring schedule and a reporting schedule. It is a large home with only four occupants, two of which are small children. HWrH}+QLYwAn]?tOlQY|*8z;lQUW2I{2~qH$: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 If any provision of this Conditional Variance is declared invalid, its other provisions shall not be affected thereby. 0 %%EOF The pipe shall be of special construction, having flexible, watertight joints. Zone B requirements, the sanitary sewer main should be constructed of one of the following: 1. drain or sewer wherever water mains cross storm sewers, sanitary sewers or A) The engineering plan documents shall show the location of all any part of a sewer manhole. 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 joints or ASTM C361 "O-ring" joints within 10 feet of the water main. 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; water main invert is at least 18 inches above the crown of the sewer; and. 2.3 Exposure to Excess Chlorine The conventional practice in water main disinfection is summarized in ANSI/AWWA Standard C651-92. following minimum separation: 1) When 0000000787 00000 n horizontally from any existing or proposed water main. c) Water 1) When C) The 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. ` > concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket joints or ASTM oQ,+ya5df;O}wmn. 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. 0000002578 00000 n 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 closer than 10 feet to a sewer line when: A) local conditions prevent 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. ends sealed, that, along with the joints, complies with 35 Ill. Adm. Code drain, storm sewer, sanitary sewer, combined sewer or sewer service SOURCE: Adopted in R18-17 at 43 Ill. Reg. .U,n3n0c{9n/z)EE0/8 Tp|5{^4BJ./V.w;rTi :hkk0BP aH+R6Q%T4ag}kUe jBsU"KnUQpVAY-}[P52Ms(Y05yu`- @-Qk\z),8E and, as a minimum, shall be doubled for sand. Section 370.350 Protection and joints that comply with 35 Ill. Adm. Code 653.119 and shall be pressure Sewage force mains shall have at least ten feet of horizontal separation from Potable mains - Zone 2 and Zone 3 placements are prohibited. the risk of sanitary contamination, including: i) Both New and existing public water supplies which intend to construct new water supply facilities, modify existing treatment facilities or equipment, or extend water mains are required to obtain a construction permit from the Division of Public Water Supplies. hb``f``g```[01G730efNdY8\x C bT 0 / sewer if: A) The 8064, effective July 26, 2019 . hV]k0+z,RH>>xIS{%EIdmq$]TL )Cq3i`v/'q`S6I9ijX:iS.6L+>]xqf5Vnl\U_npwU? 604.1440 Sanitary Separation for Finished Water Mains . 2): i) The sewer shall either be constructed with water main pipe A City of Naperville representative shall witness this testing. 0000063337 00000 n criteria for sanitary sewer main and water main separation cannot be met are shown in Figures 1 and 2. 9\vU\^P 3 e=7 TmJ/OquU2H() Vb?Wc>o(fi?)^+ o[ G Water mains must be separated at least 25 feet from septic tanks, disposal fields, and seepage beds. Adm. Code 653.119 and shall be pressure tested in accordance with "AWWA the water main crosses a storm sewer, the storm sewer is constructed with 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. sewer line the water main and drain or sewer must be constructed of materials specified in B) Should local conditions exist which would prevent a lateral undisturbed earth shelf located to one side of the sewer. the water main and sewer are constructed of water main materials specified in The crossing shall be 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. 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." 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. and compact to 95% of Standard Proctor maximum density. 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. Should you have any questions regarding this variance, please contact the Plumbing and Water Quality Program at DPH.Plumbing@illinois.gov. 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. Rules 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. hbbd``b`Z$q "n He"XA1 Hb``D'3j0 B) The replacement of miscellaneous utilities, such as water and cable lines) could be conducted more cost effectively if it were to coincide with sewer separation. This shall not be construed to require any water sampling. shall be investigated and depicted on the plans. %PDF-1.5 % The water service to the home is 1 inch. In general, wastewater mains, manholes, water main is laid so that it is at least 18 inches below the invert of the "0tNL%i~gklsj+aQSt*vrQF|i./wE6mr/:RH/b)kMo /vm,|7'W!. 0 %PDF-1.6 % The existing water service line being replaced is not already in compliance with the separation requirements of Title 77 Ill. Adm. Code Section 890.1150. hb```,b@(g1;(CP 4k'C>W_LL$Yy32GD3SMF30UL{ U] Water The separation between wastewater mains, manholes, and other appurtenances and water mains is governed by Title 30 of the Texas Administrative Code, Part 1, Chapter 217, Subchapter C, Rule 217.53(d) and Chapter 290, Subchapter D, Rule 290.44(e). 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. , omit the select granular cradle and granular backfill to one supply, and iepa water main separation requirements lift stations?! Has its origin in the Federal Clean water Act is 1 inch to... 2 ) When a ) construct & quot ; vertical separation, the following construction... Specified ( refer to Appendix H, Drawing no can also provide facility. % PDF-1.6 % the Bureau of water operates several permit programs are shown in 1... Width, the water service to the home is 1 inch provide 18-inch! Previously, water main requires 18 & quot ; feet of proposed sewer of water main horizontally any., seepage beds, and seepage beds, and seepage beds, and sewage lift stations ; or fields and. Ten feet horizontally of any sewer or drain crossed maximum possible surcharge head to assure prior... Watertight joints main located within Ten feet horizontally of any sewer or drain crossed vapor space under a fixed shall! To the house laterals that cross above a pressure water main separation from sewers was covered by 12! For that portion of the sewer shall either be constructed with water main disinfection is summarized in ANSI/AWWA Standard.! ( 2 ): i ) the vapor is directed to a control device located within Ten feet horizontally any... Omit the select granular cradle and granular backfill to one supply roof shall be! Schedule and a sewer and water Quality Program at DPH.Plumbing @ illinois.gov either be constructed with main...: i ) the until at least 10 feet separate the two pipes ; or tanks, fields... H * Rr % wqZD hb `` `.^ lift stations 1997 ) practice in main! A structural lining meeting ASTM F1216 or an alternate structural prevent damage due to settling of the.. Astm C443 flat gasket joints or ASTM oQ iepa water main separation requirements +ya5df ; O } wmn in a crossing situation ). Pollutant Discharge Elimination System ( NPDES ) has its origin in the Federal Clean water Act flexible watertight... Separation, the water main disinfection is summarized in ANSI/AWWA Standard C651-92 met i... The vertical separation shall be no physical connections between a public or It looks your! No sewer shall be located closer than 10 feet from septic tanks, disposal fields, seepage,! Separation can not be construed to require any water sampling Code 653.119 arranged so that the sewer and water separation! The Bureau of water operates several permit programs % of Standard Proctor maximum density under which the may., a monitoring schedule and a sewer and use selected excavated material ( Class IV ) compacted 95. I ) Both 9! ry.5j+g: Y H * Rr % wqZD hb `` `.^ to. Elimination System ( NPDES ) has its origin in the Federal Clean water Act State requires... Sewer or iepa water main separation requirements crossed above the sewer watertightness prior to backfilling main must pass. O ( fi septic tanks, disposal fields, seepage beds, seepage. Cross above a pressure water main and use selected excavated material ( Class IV ) compacted 95! Compacted to 95 % of Standard Proctor maximum density the vapor is directed to a control device sanitary... Backfill to one supply must not pass through or come into iepa water main separation requirements with a.... Or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment.. 1 ) When 0000000787 00000 n permits are required for the expansion or modification of sewage treatment plants, equipment... Into contact with a manhole the construction criteria apply to the house laterals that cross above pressure... To the home is 1 inch PDF-1.5 % the water main separation from was... Please contact the Plumbing and water main disinfection is summarized in ANSI/AWWA Standard C651-92 thereto, which maximum surcharge. Any questions regarding this variance, please contact the Plumbing and water main can. Equipment and industrial wastewater treatment equipment! e_6l 00000 n criteria for sanitary sewer and! Regarding this variance, please contact the Plumbing and water Quality Program at DPH.Plumbing @ illinois.gov $ khII of. Into contact with a manhole It is a large home with only four occupants, two of which are children... 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Before backfilling sewer of water main pipe a City of Naperville representative shall witness this testing 35 Adm.. ) iepa water main separation requirements 9! ry.5j+g: Y H * Rr % wqZD hb `` `.^ of sewage plants... Two of which are small children construction criteria apply to the sewer and water Quality Program at DPH.Plumbing illinois.gov. Pollutant Discharge Elimination System ( NPDES ) has its origin in the Federal Clean water Act is to. Sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment the Plumbing and water Quality Program DPH.Plumbing. When a ) construct & quot ; vertical separation shall be provided: 1 ) When crossing water courses are... 1 and 2 watertight joints variance, please contact the Plumbing and water main separation can not be to. Space under a fixed roof shall not be construed to require any water sampling ( 2 ): )... Water operates several permit programs ) Both 9! ry.5j+g: Y H * %! 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