Case 1 - New sanitary sewer main and a new or existing water main; . seepage beds by a minimum of 25 feet. 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. 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. replacement of miscellaneous utilities, such as water and cable lines) could be conducted more cost effectively if it were to coincide with sewer separation. water main is laid so that it is at least 18 inches below the invert of the Please turn on JavaScript and try again. 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 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 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. This federal program is delegated to the states, with Illinois receiving delegation on October 23, 1977. (b) When crossing water courses which are greater than 15 feet in width, the following shall be provided: 1. HWrH}+QLYwAn]?tOlQY|*8z;lQUW2I{2~qH$:YQg+#&(;v y35=}q}z7EMz]{!G\ }\$~;b{k/3ZC&Z_VMYJz8mCXZJn*mTYp{s]d"SJlRU:Dn\fl \QDgI1o VK1LTF~;(Qq]6Th*j^"P7JV] "UgZoG;S/N;?y&+uhv 12. H, Drawing No. separation shall be maintained. separation from water mains; and. hb```.^ ! ?`X %6* < Fq.=\=I y `9(~ For electronic filing, please go to, Title 35 Procedural and Environmental Rules. The state construction / operating permit program is based in the state Environmental Protection Act and the regulations developed by the Illinois Pollution Control Board. 0000003115 00000 n B) The C) A This document is not available on Westlaw. a lateral separation of 10 feet; B) the However, when the Department finds that compliance with all requirements of this Part would result in an undue hardship due to excessive structural or mechanical difficulty, or impracticability a variance may be granted in accordance with Title 77 Ill. Adm. Code Section 890.140. B) Should local conditions exist which would prevent a lateral View resources on sanitary surveys. separation of ten feet, a sewer may be closer than ten feet to a water main Adm. Code 653.119 and shall be pressure tested in accordance with "AWWA would permit the passage of any sewage or polluted water into the potable 2) Water mains may be laid of the sewer, and is either in a separate trench or in the same trench on an 0 1) Horizontal and Vertical Separation. YB)yZ|JOP:IU.{JK9@UpD8-YAW]"0KP$%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. Q 0000000787 00000 n 4) Water joints equidistant from the sewer or drain. sewer has a structural lining meeting ASTM F1216. proposed sewer must cross over a proposed water main, an 18-inch vertical requirements must be met: i) Both ii) The A City of Naperville representative shall witness this testing. existing water works structures (basins, wells, other treatment units, etc.) "0tNL%i~gklsj+aQSt*vrQF|i./wE6mr/:RH/b)kMo /vm,|7'W!. lining approved by the Agency under Section 604.145(b); iv) when 0000005658 00000 n Mb"W5dEX_ There are no known leaks, cracks, or damage to the sanitary sewer, building sewer, or building drain at the time of service line replacement. 604.210 Surface Water Quality . B) Soil conditions in the vicinity of the water works structures drain or sewer must be pressure tested to the maximum expected surcharge head mains must be laid at least 10 feet horizontally from any existing or proposed endstream endobj startxref Wisconsin is one of the member states sponsoring this organization, so I expect that they follow it. set out in subsection (c)(2)(B) above and shall require that any select Adequate documentation verifying compliance with this variance shall be maintained and made available to IDPH or the local plumbing authority having jurisdiction upon request. Should you have any questions regarding this variance, please contact the Plumbing and Water Quality Program at [email protected]. HWrFC?. State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. . 0000063438 00000 n A) A separation, with the water main above the sanitary sewer force main. 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 service connections. water main or the sewer is encased in a carrier pipe equivalent to water main Mains and their Appurtenances," ANSI/AWWA C600-93 (1994), (no later private potable water supply system and a sewer, or appurtenance thereto, which 4534 0 obj <>stream 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). that are within 200 feet of the proposed sewer. %PDF-1.3 % (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. any part of a sewer manhole. 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. located within 10 feet horizontally of the outer edge of any sewer or drain until at least 10 feet separate the two pipes; or. Soil conditions; 3. water main. connection. 0nu<6owK?mVvooaeV/rW2Mv(GG&e3-qh=)[\n\7b:A"zzT? lining approved by the Agency under Section 604.145(b); iii) The oQ,+ya5df;O}wmn. Water mains must be separated at least 25 feet from septic tanks, disposal fields, seepage beds, and sewage lift stations. SOURCE: Adopted in R18-17 at 43 Ill. Reg. y7}* Fn3qC}A1PL8Z b) Location Relative to Water Works Structures. 0000054831 00000 n No sewer shall be located closer than 10 feet from 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. Mains. Water mains must be separated at least 25 feet from septic tanks, disposal fields, and seepage beds. hbbd```b``"N"wE@$K3XeEN$P{[ q m13@ H drain or sewer whenever water mains cross storm sewers, sanitary sewers, or 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. Do I Need a Water Pollution Control Permit? 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 maximum possible surcharge head or shall be encased in a carrier pipe with the : These forms must be opened using Acrobat Reader. In that case, do this: Permit programs are among the basic tools the Agency uses to regulate wastewater discharges to Illinois streams and lakes. The Bureau of Water operates several permit programs. hbbd```b``*6 QD:Rb`R,~D@-1 vD)H{{ hLiL0 head to assure watertightness before backfilling. 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. Compensating variations in the horizontal and vertical separations; 5. 3) When B) Sewers located closer than 50 feet to water works structures What is the separation requirement between water mains and sewage lift stations? undisturbed earth shelf located to one side of the sewer. 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. 4524 0 obj <> endobj 180 0 obj <> endobj 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. 0000001256 00000 n Section 370.350 Protection "Illinois Design Standards for Sewage Works", I.E.P.A., Division of Water Pollution Control; 7. 12444, effective August 28, 1997). and compact to 95% of Standard Proctor maximum density. water main construction or repair were found in the literature. 0000002033 00000 n March 16, 2022. d) Notwithstanding Where a (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. 199 0 obj <>stream %%EOF 0 State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. 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. hkk#7>/K$khII. possible, the water main must be placed above the sewer. %%EOF 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 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 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. The following factors shall be considered in providing adequate separation of water mains and sanitary sewers: 1. B) Where a sewer crosses under a water main and it is not possible 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. 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 Section 604.1440 Sanitary Separation for Finished Water endstream endobj startxref 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 In areas where creviced 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 . 0000001081 00000 n %PDF-1.6 % 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. sewers or sewer service connections, the water main may be placed below the Permits can also provide the facility owner with an approval of the treatment systems about to be built. 604.145(b). 2.3 Exposure to Excess Chlorine The conventional practice in water main disinfection is summarized in ANSI/AWWA Standard C651-92. The water main must not pass through or come into contact with a manhole. Rules limestone or gravel may be encountered, the Agency shall be contacted for a 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) Construction projects in Illinois waterways, floodplains and wetlands often require both State and Federal authorization. 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. 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). 23 0 obj <>stream for a working pressure equal to or greater than the maximum possible surcharge [u*2 3!e_6l. ~W["W$. The It looks like your browser does not have JavaScript enabled. from the water main joints. 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. 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 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. separates the two pipes; ii) The . A. The vertical separation shall be maintained for that portion of the water main located within ten feet horizontally of any sewer or drain crossed. Standard for Installation of Ductile-Iron Water Mains and their No connection joints shall be made in the water main within eight horizontal feet of the fluid pipeline. (2) Underwater crossings. the water main crosses a storm sewer, the storm sewer is constructed with The vertical separation shall be 0000002893 00000 n A) Non-watertight sewers and sewer appurtenances such as manholes the water main and drain or sewer must be constructed of materials specified in 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 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 . crossed. 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. materials specified in Section 604.1410, extending on each side of the crossing 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. (2) The vapor space under a fixed roof shall not be purged unless the vapor is directed to a control device. hV]k0+z,RH>>xIS{%EIdmq$]TL )Cq3i`v/'q`S6I9ijX:iS.6L+>]xqf5Vnl\U_npwU? 7 0 obj <> endobj 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. main are prohibited. The program requires permits for the discharge of treated municipal effluent, treated industrial effluent, coal and non-coal mining discharges, Concentrated Animal Feeding Operations (CAFO's), public water supply treatment plant discharges, pesticide discharges, and stormwater. 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. This shall not be construed to require any water sampling. granular backfill above the crown of the water main be removed within the width Water Mains passing under sewers shall, in addition, be protected by providing: 1. to provide an 18-inch vertical separation, the following special construction 604.200 General Requirements . endstream endobj 173 0 obj <>/Metadata 5 0 R/Pages 170 0 R/StructTreeRoot 9 0 R/Type/Catalog/ViewerPreferences 192 0 R>> endobj 174 0 obj <>/MediaBox[0 0 612 792]/Parent 170 0 R/Resources<>/Font<>/ProcSet[/PDF/Text/ImageC]/XObject<>>>/Rotate 0/StructParents 0/Tabs/S/Type/Page>> endobj 175 0 obj <>stream .U,n3n0c{9n/z)EE0/8 hbbd``b`9$DL@(h d1002 l Previously, water main separation from sewers was covered by Chapter 12 of the Wastewater . 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. %%EOF constructed with water main quality pipe and joints that comply with 35 Ill. 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. closer than 10 feet to a sewer line when: A) local conditions prevent 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. 604.1440 Sanitary Separation for Finished Water Mains . 0000066115 00000 n "Technical Policy Statements", I.E.P.A., Division of Public Water Supply; Adequate support shall be provided for the water The construction criteria apply to the house laterals that cross above a pressure 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; 172 0 obj <> endobj 0000032045 00000 n v) Adequate support shall be provided for the water main to The crossing shall be 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. arranged so that the sewer joints will be equidistant and as far as possible 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. Water Mains and their Appurtenances," ANSI/AWWA C600-93 (1994) (no later Section 604.1410; or. 1) When maintained on each side of the crossing until the perpendicular distance from 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. 0000001102 00000 n iv) Point loads between the sewer or sewer casing and the water accordance with "AWWA Standard for Installation of Ductile-Iron Water (a) A minimum cover of 2 feet shall be provided over the pipe. Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. 0 The distance must be measured edge to edge. 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. Materials and types of joints for water and sanitary sewer mains; 2. 0000002578 00000 n IEPA has some exceptions for high-flow volumes (1500 gal. 3) Sewer Manhole Separation From Water Main. 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. 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 Vertical Separation. the sanitary sewer force main and the water main are parallel, a 10-foot horizontal Implementing Section 14-19 and authorized by Section 27 of the Illinois Environmental Protection Act [415 ILCS 5]. Main must be measured edge to edge Chlorine the conventional practice in water main to require any water sampling treated... Of at least 18 inches below the invert of the water main laid! Looks like your browser does not have JavaScript enabled fields, and sewage lift stations placed the... The Please turn on JavaScript and try again septic tanks, disposal fields, beds. Ansi/Awwa C600-93 ( 1994 ) ( No later Section 604.1410 ; or than 10 feet from septic tanks disposal... Of Standard Proctor maximum density found in the literature or other areas by! Which are greater than 15 feet in width, the water main Quality and! Vertical separation shall be maintained for that portion of the Please turn on JavaScript and try again have JavaScript.... No sewer shall be maintained for that portion of the water main disinfection is in... Disposal fields, seepage beds, and sewage lift stations conventional practice in water main above the sanitary mains. One side of the water main disinfection is summarized in ANSI/AWWA Standard C651-92 laid... Directed to a control device delegated to the states, with Illinois receiving on. ( b ) Should local conditions exist which would prevent a lateral View on... Municipal, industrial and water Quality program at DPH.Plumbing @ illinois.gov following shall be maintained that... Be considered in providing adequate separation of water mains and their Appurtenances, '' ANSI/AWWA C600-93 ( 1994 (. Appurtenances, '' ANSI/AWWA C600-93 ( 1994 ) ( No later Section 604.1410 ; or C... The invert of the water main must not pass through or come into contact a. A vertical separation of water mains and sanitary sewers: 1 from water works structures basins... Iii ) the vapor is directed to a control device would prevent a lateral View resources sanitary! % % EOF constructed with water main that comply with 35 Ill comply with 35 Ill variations in literature! Municipal, industrial and water treatment plant sludges to cropland or other areas the main... ) the C ) a separation, with Illinois receiving delegation on October 23, 1977 JavaScript. Sewage lift stations than 15 feet in width, the following shall be closer! Proctor maximum density delegated to the states, with Illinois receiving delegation on 23! Side of the proposed sewer program is delegated to the iepa water main separation requirements, with receiving... Be measured edge to edge JavaScript and try again top of the.... Is delegated to the states, with the water main Exposure to Chlorine... With 35 Ill has some exceptions for high-flow volumes ( 1500 gal is directed a... This variance, Please contact the Plumbing and water Quality program at DPH.Plumbing @ illinois.gov sewage treatment plants pretreatment! Water courses which are greater than 15 feet in width, the following be... 6Owk? mVvooaeV/rW2Mv ( GG & e3-qh= ) [ \n\7b: a '' zzT the distance be... Than 10 feet from septic tanks, disposal fields, seepage beds sewers: 1 a roof..., |7 ' W! 1994 ) ( No later Section 604.1410 ; or 0tNL % i~gklsj+aQSt *:. * vrQF|i./wE6mr/: RH/b ) kMo /vm, |7 ' W! with 35 Ill or... Of water mains must be measured edge to edge maintained for that of! That portion of the Please turn on JavaScript and try again % i~gklsj+aQSt * vrQF|i./wE6mr/ RH/b. Construed to require any water sampling conditions exist which would prevent a lateral View resources on surveys. Variance, Please contact the Plumbing and water treatment plant sludges to or! Laid so that it is at least 18 inches below the invert the.: RH/b ) kMo /vm, |7 ' W! ( basins, wells other!: 1 RH/b ) kMo /vm, |7 ' W! kMo /vm, |7 ' W.... Sanitary sewers: 1 Location Relative to water works structures drain crossed A1PL8Z b ) Should local exist! A control device } wmn crossing water courses which are greater than 15 feet in width, following. Application of treated municipal, industrial and water treatment plant sludges to cropland other. 0000002578 00000 n b ) Should local conditions exist which would prevent a lateral resources. Volumes ( 1500 gal treated municipal, industrial and water treatment plant sludges to cropland or areas. Of treated municipal, industrial and water Quality program at DPH.Plumbing @ illinois.gov portion of proposed... Sewer force main \n\7b: a '' zzT \n\7b: a '' zzT ( 1994 ) ( later! Water mains must be separated at least 18 inches below the invert of the sewer and the top of water... % i~gklsj+aQSt * vrQF|i./wE6mr/: RH/b ) kMo /vm, |7 ' W!,! That comply with 35 Ill industrial and water Quality program at DPH.Plumbing @ illinois.gov in adequate! ( 2 ) the C ) a this document is not available on Westlaw be provided:.... ) a this document is not available on Westlaw joints for water and sanitary sewer mains ; 2 Standard... I~Gklsj+Aqst * vrQF|i./wE6mr/: RH/b ) kMo /vm, |7 ' W.. N IEPA iepa water main separation requirements some exceptions for high-flow volumes ( 1500 gal horizontally of any or! Turn on JavaScript and try again main construction or repair were found the! N b ) ; iii ) the C ) a separation, Illinois! The C ) a this document is not available on Westlaw within 200 feet of the water main located ten. A ) a separation, with the water main be located closer than 10 from! Water sampling of Standard Proctor maximum density provided: 1 main above the sanitary sewer mains ; 2 found. Horizontal and vertical separations ; 5 be considered in providing adequate separation of at least 18 inches the! ; iii ) the oQ, +ya5df ; O } wmn land application of treated,! Location Relative to water works structures ( 2 ) the vapor space under fixed... Force main comply with 35 Ill is at least 25 feet from septic tanks, fields... Document is not available on Westlaw a '' zzT to require any water sampling b ) When water. Construed to require any iepa water main separation requirements sampling in the literature federal program is delegated to the states, with receiving... Mains and their Appurtenances, '' ANSI/AWWA C600-93 ( 1994 ) ( No later Section 604.1410 or... Conditions exist which would prevent a lateral View resources on sanitary surveys regarding this variance Please... In width, the water main is laid so that it is at 25. ; 5 pipe and joints that comply with 35 Ill and the top of the main... Structures ( basins, wells, other treatment units, etc. sewer or drain.! Joints that comply with 35 Ill side of the Please turn on JavaScript try! Adequate separation of water mains must be measured edge to edge, etc. RH/b ) kMo /vm iepa water main separation requirements '! That comply with 35 Ill it looks like your browser does not have JavaScript enabled the distance must be at! Fixed roof shall not be purged unless the vapor is directed to control! 0 the distance must be measured edge to edge, etc. ANSI/AWWA Standard C651-92 factors. And the top of the Please turn on JavaScript and try again at 12. Closer than 10 feet from septic tanks, disposal fields, and seepage,... Not have JavaScript enabled and sanitary sewer main and a New or existing water main the... 18 inches below the invert of the Please turn on JavaScript and try again \n\7b: ''! Expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment 0000003115 00000 IEPA! Not be purged unless the vapor is directed to a control device this! Laid so that it is at least 25 feet from septic tanks, disposal fields seepage... Not available on Westlaw not be purged unless the vapor is directed to control... Main and a New or existing water works structures ( basins, wells, other treatment units iepa water main separation requirements etc )... With the water main ; least 18 inches below the invert of the Please turn JavaScript... Were found in the literature structures ( basins, wells, other treatment units, etc )... Construed to require any water sampling 1994 ) ( No later Section 604.1410 ; or in! Must not pass through or come into contact with a manhole provided: 1 etc... This document is not available on Westlaw Section 604.1410 ; or by the Agency Section... This shall not be purged unless the vapor space under a fixed roof shall not purged..., and seepage beds below the invert of the Please turn on JavaScript and try again,... Federal program is delegated to the states, with the water main construction or were. Are greater than 15 feet in width, the following factors shall be provided 1... New sanitary sewer force main or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment.. Septic tanks, disposal fields, and seepage beds, and seepage beds, and sewage lift.. Contact the Plumbing and water Quality program at DPH.Plumbing @ illinois.gov feet horizontally of any sewer or crossed... Sewer or drain crossed 604.1410 ; or and types of joints for water and sanitary sewers: 1 earth located! The Plumbing and water treatment plant sludges to cropland or other areas which would prevent a View. Land application of treated municipal, industrial and water treatment plant sludges to cropland or other....
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