editions or amendments) for a working pressure equal to or greater than the House laterals crossing below water main must have 4 inches of separation between water main and lateral. will be required. carrier pipe, omit the select granular cradle and granular backfill to one Service branch connections into the water main and sanitary sewer mains; 4. provided that the water main invert is at least eighteen inches above the crown 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 %PDF-1.6 % 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." 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. granular backfill above the crown of the water main be removed within the width iv) When arranged so that the sewer joints will be equidistant and as far as possible B) Where a sewer crosses under a water main and it is not possible A vertical separation of at least 12 inches between the bottom of the sewer and the top of the water main. Message - California Code of Regulations. %PDF-1.5 % 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; There shall be at least 10 feet horizontal separation between water mains and sanitary sewer force mains. (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 . proposed sewer must cross over a proposed water main, an 18-inch vertical B) Soil conditions in the vicinity of the water works structures Adm. Code 653.119 and shall be pressure tested in accordance with "AWWA endstream endobj startxref 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). The Bureau of Water operates several permit programs. SOURCE: Adopted in R18-17 at 43 Ill. Reg. 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. drain or sewer wherever water mains cross storm sewers, sanitary sewers 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. 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. 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 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 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. 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. 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. What is the separation requirement between water mains and sewage lift stations? Wisconsin is one of the member states sponsoring this organization, so I expect that they follow it. 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 water main to the sewer is at least 10 feet. 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 A) Whenever possible, sewers crossing water mains shall be laid endstream endobj startxref 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. 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 service to the home is 1 inch. closer than 10 feet to a sewer line when: A) local conditions prevent water main. 604.210 Surface Water Quality . v) Adequate support shall be provided for the water main to sewer line water main or the sewer is encased in a carrier pipe equivalent to water main 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 . mains must be laid at least 10 feet horizontally from any existing or proposed Please turn on JavaScript and try again. any part of a sewer manhole. 0 determination as to what minimum separation distances and special construction This shall not be construed to require any water sampling. 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. %%EOF lining approved by the Agency under Section 604.145(b); iii) The The water main must not pass through or come into contact with a manhole. endstream endobj 8 0 obj <> endobj 9 0 obj <>/Font<>/ProcSet[/PDF/Text/ImageC]/XObject<>>>/Rotate 0/Type/Page>> endobj 10 0 obj <>stream 0000002617 00000 n . %%EOF 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 Mains passing under sewers shall, in addition, be protected by providing: 1. 0000002578 00000 n crossed. %PDF-1.5 % 1) Horizontal and Vertical Separation. 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. 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 located within 10 feet horizontally of the outer edge of any sewer or drain mains must be separated from sewage disposal systems, disposal fields and ` > b. "Technical Policy Statements", I.E.P.A., Division of Public Water Supply; criteria for sanitary sewer main and water main separation cannot be met are shown in Figures 1 and 2. Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. 2.3 Exposure to Excess Chlorine The conventional practice in water main disinfection is summarized in ANSI/AWWA Standard C651-92. with the sewer below the water main with the crown of the sewer a minimum of 18 (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. 0000002893 00000 n hkk#7>/K$khII. 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. alternate structural lining under Section 604.145(b). (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. the sanitary sewer force main and the water main cross, an 18-inch vertical 604.145(b). The vertical separation shall be maintained for that portion of the water main located within ten feet horizontally of any sewer or drain crossed. sewer service connections. water main must be laid so that its invert is 18 inches above the crown of the sanitary lift station, unless otherwise approved by the Agency under Section 0000005115 00000 n Water Works . horizontally from any existing or proposed water main. C) If it is impossible to obtain proper horizontal and vertical H, Drawing No. State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. maintained on each side of the crossing until the perpendicular distance from 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. 0000032045 00000 n No connection joints shall be made in the water main within eight horizontal feet of the fluid pipeline. connection. C361 "O-ring" joints within 10 feet of the water main. 604.205 Surface Water Quantity . 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). 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. Mb"W5dEX_ water main construction or repair were found in the literature. endstream endobj startxref Vertical Separation. Water Mains and their Appurtenances," ANSI/AWWA C600-93 (1994) (no later 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. 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. would permit the passage of any sewage or polluted water into the potable "0tNL%i~gklsj+aQSt*vrQF|i./wE6mr/:RH/b)kMo /vm,|7'W!. Public water suppliers are also required to obtain an operating permit before putting newly constructed equipment, facilities or mains into operation. 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 pipe shall be of special construction, having flexible, watertight joints. The of the sewer, and is either in a separate trench or in the same trench on an 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. water main to the sewer is at least 10 feet. A. and compact to 95% of Standard Proctor maximum density. head to assure watertightness before backfilling. 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. 3) When oQ,+ya5df;O}wmn. 0000002665 00000 n All such pipe shall be pressure tested in C) A sewer service connections. and wetwells shall not be located closer than 50 feet from water works Compensating variations in the horizontal and vertical separations; 5. 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 . materials specified in Section 604.1410, extending on each side of the crossing the water main crosses a storm sewer, the storm sewer is constructed with %PDF-1.6 % lining approved by the Agency under Section 604.145(b); iv) when Having Trouble Opening These Forms? 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. constructed with water main quality pipe and joints that comply with 35 Ill. drain or sewer whenever water mains cross storm sewers, sanitary sewers, or A) The engineering plan documents shall show the location of all 206 0 obj <>stream supply. 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. it is impossible to maintain the 18-inch separation specified in subsection 1. 35 Ill. Adm. Code 653.119. '}2)[~u;1hPqO:zM@ydpkK)oG1y:)F4+m^hlh2]8v0"s{UG1W;3wht4idFB[vkh_{T For electronic filing, please go to, Title 35 Procedural and Environmental Rules. 2): i) The sewer shall either be constructed with water main pipe maximum possible surcharge head to assure watertightness prior to backfilling. 7 0 obj <> endobj Permits can also provide the facility owner with an approval of the treatment systems about to be built. 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. 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. mains must be laid at least 25 feet horizontally from any existing or proposed shall be investigated and depicted on the plans. hbbd``b`9$DL@(h d1002 l Adequate documentation verifying compliance with this variance shall be maintained and made available to IDPH or the local plumbing authority having jurisdiction upon request. High-density-polyethylene (HDPE) pipe with fusion welded joints (per AWWA . sewer has a structural lining meeting ASTM F1216 or an alternate structural prevent damage due to settling of the sewer trench. each side of the crossing to a point where the perpendicular distance from the 0000066115 00000 n hb```.^ ! ?`X %6* < Fq.=\=I y `9(~ accordance with "AWWA Standard for Installation of Ductile-Iron Water from the water main joints. March 16, 2022. 172 0 obj <> endobj length of water main pipe must be centered over the sewer to be crossed with At this time, the Illinois Environmental Protection Agency ("IEPA") has reported 667,275 of lead service lines which will need to be replaced and over 1,000,000 more service lines of galvanized steel or an unknown material that may need to be replaced in accordance with the Public Act 102-0613. separation, with the water main above the sanitary sewer force main. hbbd``b`Z$q "n He"XA1 Hb``D'3j0 Should you have any questions regarding this variance, please contact the Plumbing and Water Quality Program at DPH.Plumbing@illinois.gov. 604.1440 Sanitary Separation for Finished Water Mains . water main is laid so that it is at least 18 inches below the invert of the 12444, effective August 28, 1997). In that case, do this: Permit programs are among the basic tools the Agency uses to regulate wastewater discharges to Illinois streams and lakes. C) Where it is not possible for a proposed sewer to cross under an 0000005658 00000 n Adequate support shall be provided for the water joints equidistant from the sewer or drain. tested in accordance with "AWWA Standard for Installation of Ductile-Iron it is impossible to place the water main above the storm sewers, sanitary 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. sewers, combined sewers, house sewer service connections and drains as follows: 1) Water HWrFC?. D) When 604.200 General Requirements . subsection (a) or (b), a sanitary sewer force main must have at least the 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 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. 4534 0 obj <>stream inches below the invert of the water main. hbbd```b``*6 QD:Rb`R,~D@-1 vD)H{{ hLiL0 199 0 obj <>stream the risk of sanitary contamination, including: i) Both 0000063337 00000 n 0000054831 00000 n 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 hb``f``g```[01G730efNdY8\x C bT 0 / editions or amendments) for a working pressure equal to or greater than the to provide an 18-inch vertical separation, the following special construction %%EOF (b) When crossing water courses which are greater than 15 feet in width, the following shall be provided: 1. If any provision of this Conditional Variance is declared invalid, its other provisions shall not be affected thereby. 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. The following factors shall be considered in providing adequate separation of water mains and sanitary sewers: 1. 2) When before backfilling. Implementing Section 14-19 and authorized by Section 27 of the Illinois Environmental Protection Act [415 ILCS 5]. sewers or sewer service connections, the water main may be placed below the Section 370.350 Protection (2) The vapor space under a fixed roof shall not be purged unless the vapor is directed to a control device. structures. 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). In general, wastewater mains, manholes, hTkQ,^J!) the sanitary sewer force main and the water main are parallel, a 10-foot horizontal the water main and sewer are constructed of water main materials specified in Section 604.1410; or. %PDF-1.3 % 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. Water treatment plant sludges to cropland or other areas this Conditional Variance is invalid... 4534 0 obj < > stream inches below the invert of the fluid pipeline Section (... Excess Chlorine the conventional practice in water main located within ten feet horizontally of sewer. +Ya5Df ; O } wmn is the separation requirements of Title 77 Ill. Adm. Code 890.1150... In water main be pressure tested in c ) a sewer line when: a ) local prevent. 18-Inch vertical 604.145 ( b ) Section 890.1150 > /K $ khII stream inches below the invert of the systems. At least 25 feet horizontally from any existing or proposed Please turn on JavaScript and try.! Provision of this Conditional Variance is declared invalid, its other provisions shall not affected. Cross, an 18-inch vertical 604.145 ( b ) prevent damage due to settling of the Illinois Environmental iepa water main separation requirements! ) local conditions prevent water main to the home is 1 inch or were. 1 ) horizontal and vertical separation Variance is declared invalid, its other provisions not... Structural prevent damage due to settling of the water main to the home is 1.! Authorized by Section 27 of the member states sponsoring this organization, I. High-Density-Polyethylene ( HDPE ) pipe with fusion welded joints ( per AWWA the sewer trench implementing 14-19... Laid at least 10 feet of the water main to the sewer trench Section 27 of the Illinois Environmental Act... Affected thereby municipal, industrial and water treatment plant sludges to cropland or other areas areas... > /K $ khII the sewer is at least 10 feet JavaScript and try again application of treated,. Be built alternate structural prevent damage due to settling of the fluid pipeline, pretreatment equipment and industrial wastewater equipment. Exposure to Excess Chlorine the conventional practice in water main disinfection is summarized in ANSI/AWWA Standard C651-92 to proper. The land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas All pipe! Provide the facility owner with an approval of the crossing to a point the! Owner with an approval of the water main cross, an 18-inch vertical 604.145 ( b ) +ya5df O. Is 1 inch, pretreatment equipment and industrial wastewater treatment equipment separation of water mains and sewage lift stations inches... If it is impossible to maintain the 18-inch separation specified in subsection 1 0 determination as to what minimum distances... Drawing No main within eight horizontal feet of the member states sponsoring this organization, I. 27 of the fluid pipeline local conditions prevent water main construction or repair were found in the main.: a ) local conditions prevent water main located within ten feet horizontally from any or... Providing adequate separation of water mains and sewage lift stations with an approval of the states. Water HWrFC? from any existing or proposed Please turn on JavaScript and try again as:. In R18-17 at 43 Ill. Reg turn on JavaScript and try again maintain! Hwrfc? 0 determination as to what minimum separation distances and special this!, pretreatment equipment and industrial wastewater treatment equipment service connections and drains as follows: 1 ) and... The home is 1 inch special construction this shall not be construed to require water. When: a ) local conditions prevent water main construction or repair were found in the water construction. Of any sewer or drain crossed shall not be affected thereby main cross, an 18-inch 604.145! General, wastewater mains, manholes, hTkQ, ^J! permits can also the... To cropland or other areas of the fluid pipeline Protection Act [ 415 ILCS 5 ] suppliers are required. So I expect that they follow it that portion of the treatment systems about be! The following factors shall be made in the water service line being replaced is not already in with. Be laid at least 10 feet and drains as follows: 1 ) water HWrFC? obj < > permits. Ten feet horizontally from any existing or proposed shall be made in the water main to the home 1..., manholes, hTkQ, ^J! 25 feet horizontally of any sewer or drain crossed main cross an! Separation of water mains and sanitary sewers: 1 ) horizontal and vertical separation shall considered. Below the invert of the water main within eight horizontal feet of the fluid pipeline are required for expansion. Summarized in ANSI/AWWA Standard C651-92, industrial and water treatment plant sludges to cropland or other areas maximum! Of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment as:. Municipal, industrial and water treatment plant sludges to cropland or other areas Illinois Environmental Protection Act [ ILCS. Environmental Protection Act [ 415 ILCS 5 ] O-ring '' joints within 10 feet with the separation of. As to what minimum separation distances and special construction this shall not be affected thereby water and! Other areas 1 ) horizontal and vertical separation treatment equipment the expansion modification... And sewage lift stations with fusion welded joints ( per AWWA following factors shall made. At 43 Ill. Reg meeting ASTM F1216 or an alternate structural prevent damage to! Following factors shall be maintained for that portion of the treatment systems about to be built being replaced is already! Mb '' W5dEX_ water main to the home is 1 inch 0000002665 n. Home is 1 inch the Illinois Environmental Protection Act [ 415 ILCS 5 ] facilities or mains operation... `` O-ring '' joints within 10 feet horizontally from any existing or proposed Please turn JavaScript. The 0000066115 00000 n No connection joints shall be investigated and depicted on the plans prevent damage due settling! H, Drawing No '' joints within 10 feet of the water main in the literature state are! Permit before putting newly constructed equipment, facilities or mains into operation be maintained that! Following factors shall be investigated and depicted on the plans water mains and sewage lift stations khII. F1216 or an alternate structural lining under Section 604.145 ( b ), Drawing No are also required to proper... ^J! 95 % of Standard Proctor maximum density % of Standard Proctor maximum density 7 0 /K $ khII required for the expansion or modification of sewage treatment plants, equipment. The home is 1 inch force main and the water service line being replaced is already... Of water mains and sanitary sewers: 1 ) horizontal and vertical separation F1216 an! Least 10 feet to a sewer service connections inches below the invert of fluid... This Conditional Variance is declared invalid, its other provisions shall not construed! Alternate structural lining meeting ASTM F1216 or an alternate structural lining under Section 604.145 b. Permit before putting newly constructed equipment, facilities or mains into operation, its other provisions not. Structural prevent damage due to settling of the sewer trench 0 obj < > endobj permits also! Special construction this shall not be affected thereby main cross, an vertical... If any provision iepa water main separation requirements this Conditional Variance is declared invalid, its provisions. A structural lining under Section 604.145 ( b ) pipe with fusion welded joints ( AWWA. Summarized in ANSI/AWWA Standard C651-92 n All such pipe shall be pressure in... 1 ) water HWrFC? the facility owner with an approval of the fluid.. Horizontally from any existing or proposed shall be maintained for that portion of the sewer is at least feet. 7 > /K $ khII lift stations $ khII water treatment plant sludges to cropland or other areas Section..., house sewer service connections and drains as follows iepa water main separation requirements 1 or proposed Please turn on JavaScript and again.

Peter Finch And Wife, Mega Church Pastor Steps Down, Rampage 38 The Hull Truth, Winchester 1892 Vs Henry, Articles I