iepa water main separation requirements

possible, the water main must be placed above the sewer. 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 mains must be laid at least 10 feet horizontally from any existing or proposed 2) When 604.205 Surface Water Quantity . The crossing shall be arranged so that the sewer joints will be equidistant and as far as possible from the water main joints. 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. 12. carrier pipe, omit the select granular cradle and granular backfill to one The National Pollutant Discharge Elimination System (NPDES) has its origin in the Federal Clean Water Act. 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. 199 0 obj <>stream In areas where creviced oQ,+ya5df;O}wmn. 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. Tp|5{^4BJ./V.w;rTi :hkk0BP aH+R6Q%T4ag}kUe jBsU"KnUQpVAY-}[P52Ms(Y05yu`- @-Qk\z),8E 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. a) construct "l" feet of proposed sewer of water main water main. "Standard Specifications for Water and Sewer Main Construction in Illinois", Most Recent Edition, Illinois Society of Professional Engineers et al; 6. %PDF-1.3 % 9!ry.5j+g:Y h*Rr%wqZD There are no known leaks, cracks, or damage to the sanitary sewer, building sewer, or building drain at the time of service line replacement. No sewer shall be located closer than 10 feet from water works structures. 0000000787 00000 n %%EOF separates the two pipes; ii) The separation shall be maintained. 0nu<6owK?mVvooaeV/rW2Mv(GG&e3-qh=)[\n\7b:A"zzT? water main invert is at least 18 inches above the crown of the sewer; and. iv) Point loads between the sewer or sewer casing and the water water main must be laid so that its invert is 18 inches above the crown of the gTsCZota[!0 Mo+\$j^ r% `ktU0OV5@%v}i#G !S6Z?f'Bk*cc.vsaI#D~K:e)bp! arranged so that the sewer joints will be equidistant and as far as possible sewer has a structural lining meeting ASTM F1216. 0000003115 00000 n (b) When crossing water courses which are greater than 15 feet in width, the following shall be provided: 1. mains must be separated from sewage disposal systems, disposal fields and 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 . 23 0 obj <>stream 0000063438 00000 n : These forms must be opened using Acrobat Reader. iv) When Where a A) Whenever possible, sewers crossing water mains shall be laid What are the separation requirements between water mains and septic fields? '}2)[~u;1hPqO:zM@ydpkK)oG1y:)F4+m^hlh2]8v0"s{UG1W;3wht4idFB[vkh_{T The Please turn on JavaScript and try again. Water mains must be separated at least 25 feet from septic tanks, disposal fields, seepage beds, and sewage lift stations. existing water main, the specifications shall require the construction methods d) Notwithstanding would permit the passage of any sewage or polluted water into the potable H, Drawing No. Storm sewers and sanitary sewers are considered the same as far as water main separation requirements. hb```,b@(g1;(CP 4k'C>W_LL$Yy32GD3SMF30UL{ U] undisturbed earth shelf located to one side of the sewer. Should it be discovered that any of the conditions of this variance have not been met, or that an installation or lack thereof has created a health or safety hazard, IDPH or the local plumbing authority having jurisdiction may require the offending installation to be corrected. that are within 200 feet of the proposed sewer. 0000002617 00000 n The following factors shall be considered in providing adequate separation of water mains and sanitary sewers: 1. hbbd```b``"N"wE@$K3XeEN$P{[ q m13@ H proposed sewer must cross over a proposed water main, an 18-inch vertical C) The iii) For the required length of the water main quality sewer or 1) Horizontal and Vertical Separation. and compact to 95% of Standard Proctor maximum density. lining approved by the Agency under Section 604.145(b); iv) when It is a large home with only four occupants, two of which are small children. %PDF-1.6 % b. provided that the water main invert is at least eighteen inches above the crown HWrH}+QLYwAn]?tOlQY|*8z;lQUW2I{2~qH$: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 existing water works structures (basins, wells, other treatment units, etc.) sewer line 0000063337 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. They provide a specific set of effluent limits, a monitoring schedule and a reporting schedule. to provide an 18-inch vertical separation, the following special construction Mb"W5dEX_ sewer if: A) The 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. it is impossible to place the water main above the storm sewers, sanitary c) Water and wetwells shall not be located closer than 50 feet from water works endstream endobj 8 0 obj <> endobj 9 0 obj <>/Font<>/ProcSet[/PDF/Text/ImageC]/XObject<>>>/Rotate 0/Type/Page>> endobj 10 0 obj <>stream Zone B requirements, the sanitary sewer main should be constructed of one of the following: 1. (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. 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. granular backfill above the crown of the water main be removed within the width the water main crosses a storm sewer, the storm sewer is constructed with 0 The crossing shall be 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. %%8^ Q#%o9{`59yf/fD!$*2 Message - California Code of Regulations. "Technical Policy Statements", I.E.P.A., Division of Public Water Supply; 0 concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket joints or ASTM the risk of sanitary contamination, including: i) Both Vertical Separation. Appurtenances," ANSI/AWWA C600-93 (1994) (no later editions or amendments) inches below the invert of the water main. separation as described above, both the water main and sewer must be The construction criteria apply to the house laterals that cross above a pressure water main. 0000054831 00000 n Section 604.1410; or. 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. 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. water main to the sewer is at least 10 feet. (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 . 604.145(b). 8064, effective July 26, 2019 . 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. 0000005115 00000 n Water mains must be separated at least 25 feet from septic tanks, disposal fields, and seepage beds. separation of ten feet, a sewer may be closer than ten feet to a water main No connection joints shall be made in the water main within eight horizontal feet of the fluid pipeline. Case 1 - New sanitary sewer main and a new or existing water main; . 0000001102 00000 n Adequate support shall be provided for the water Q There is no known evidence of sewage related contamination of drinking water at this property. C) If it is impossible to obtain proper horizontal and vertical shall be constructed with water main quality pipe and joints that comply with drain or sewer must be pressure tested to the maximum expected surcharge head x%zRP"V)B UCDE8mXyY (2uxjjy'7Bq+giZMJZ4vs{jx1"L+4W(lzN ^]],a/q>qZO"aD:K/QGC1. 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`$82bqLfo3v b\`qvr+Ii,ShUINebkuU,=D 5 Water Mains and their Appurtenances," ANSI/AWWA C600-93 (1994) (no later This federal program is delegated to the states, with Illinois receiving delegation on October 23, 1977. private potable water supply system and a sewer, or appurtenance thereto, which 0000002033 00000 n Section 604.1440 Sanitary Separation for Finished Water the water main and drain or sewer must be constructed of materials specified in 1. House laterals crossing below water main must have 4 inches of separation between water main and lateral. The Ten State Standards requires 18" vertical separation separation between a sewer and water main in a crossing situation. 0000063259 00000 n structures. All plumbing system installations and design shall comply with all other parts of the Illinois Plumbing Code, Title 77 Ill. Adm. Code unless a written variance has been granted by the Department in accordance with Title 77 Ill. Adm. Code Section 890.140 b). hb```.^ ! ?`X %6* < Fq.=\=I y `9(~ [u*2 3!e_6l. ~W["W$. 4) Water 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. (Source: Amended at 21 Ill. Reg. 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. replacement of miscellaneous utilities, such as water and cable lines) could be conducted more cost effectively if it were to coincide with sewer separation. State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. 4534 0 obj <>stream head to assure watertightness before backfilling. crossed. A) The engineering plan documents shall show the location of all B) Should local conditions exist which would prevent a lateral b) Location Relative to Water Works Structures. The distance must be measured edge to edge. v) Adequate support shall be provided for the water main to ` > The March 2, 2023 Regular Board Meeting will be held in person and via video conference at 160 N. LaSalle St. Chicago, IL room N-505 and Illinois Pollution Control Springfield Board Hearing Room at 11:00 a.m. Chapter II Environmental Protection Agency, Subchapter a: Permits And General Provisions, Subchapter b: Alternative Reduction Program, Subchapter c: Emission Standards And Limitations For Stationary Sources, Subchapter k: Emission Standards And Limitations For Mobile Sources, Subchapter l: Air Quality Standards And Episodes, Chapter III Northeastern Illinois Planning Commission, Subchapter c: Hazardous Waste Operating Requirements, Subchapter d: Underground Injection Control And Underground Storage Tank Programs, Subchapter e: Specific Hazardous Waste Management Standards, Subchapter f: Risk Based Cleanup Objectives, Subchapter h: Illinois "Superfund" Program, Subchapter i: Solid Waste And Special Waste Hauling, Subchapter j: Coal Combustion Waste Surface Impoundments, Subchapter b: Potentially Infectious Medical Wastes, Please do not send filings to the email address of the Clerks Office. Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. 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 water main is either in a separate trench or in the same trench on an Adequate documentation verifying compliance with this variance shall be maintained and made available to IDPH or the local plumbing authority having jurisdiction upon request. ends sealed, that, along with the joints, complies with 35 Ill. Adm. Code This approval does not in any way relieve the community water supply, plumbing contractor, or property owner from compliance with any other Federal, State, or Local Authoritys rules or requirements. The following minimum distances apply to clay and loan soils endstream endobj startxref (2) Underwater crossings. State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. 0 0000000880 00000 n main are prohibited. Mains. closer than 10 feet to a sewer line when: A) local conditions prevent Public water suppliers are also required to obtain an operating permit before putting newly constructed equipment, facilities or mains into operation. for a working pressure equal to or greater than the maximum possible surcharge (2) The vapor space under a fixed roof shall not be purged unless the vapor is directed to a control device. 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. The vertical separation shall be maintained for that portion of the water main located within ten feet horizontally of any sewer or drain crossed. endstream endobj startxref 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. y7}* Fn3qC}A1PL8Z determination as to what minimum separation distances and special construction The permits establish the conditions under which the discharge may occur and establish monitoring and reporting requirements. seepage beds by a minimum of 25 feet. Compensating variations in the horizontal and vertical separations; 5. A) Non-watertight sewers and sewer appurtenances such as manholes requirements must be met: i) Both 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. The distance must be measured edge to edge. Mains and their Appurtenances," ANSI/AWWA C600-93 (1994), (no later 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. The pipe shall be of special construction, having flexible, watertight joints. ii) The methods shall be specified (refer to Appendix H, Drawing No. It looks like your browser does not have JavaScript enabled. located within 10 feet horizontally of the outer edge of any sewer or drain horizontally from any existing or proposed water main. HWrFC?. separation from water mains; and. A) A (a) A minimum cover of 2 feet shall be provided over the pipe. Having Trouble Opening These Forms? Sewage force mains shall have at least ten feet of horizontal separation from Potable mains - Zone 2 and Zone 3 placements are prohibited. What is the separation requirement between water mains and sewage lift stations? Water Works . %%EOF %%EOF 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. No water pipe shall pass through or come into contact with C) the March 16, 2022. joints equidistant from the sewer or drain. maintained on each side of the crossing until the perpendicular distance from 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. mains must be laid at least 25 feet horizontally from any existing or proposed 2) Water and Sewer Pipelines. %%EOF hV]k0+z,RH>>xIS{%EIdmq$]TL )Cq3i`v/'q`S6I9ijX:iS.6L+>]xqf5Vnl\U_npwU? B) Water mains may be laid closer than ten feet to a sewer line when: i) local conditions prevent a lateral separation of ten feet; Adm. Code 653.119 and shall be pressure tested in accordance with "AWWA Permit Section personnel review permit applications to ensure that adequate water is available, the system is properly designed, and to verify that the system or equipment complies with all applicable standards and regulations prior to the issuance of the permit. hbbd``b`9$DL@(h d1002 l 0000002893 00000 n 206 0 obj <>stream They provide facility owners and the public with a discharge specific interpretation of the law and regulations. 2): i) The sewer shall either be constructed with water main pipe 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. %PDF-1.7 % If any provision of this Conditional Variance is declared invalid, its other provisions shall not be affected thereby. 0000005335 00000 n %PDF-1.6 % 3) Sewer Manhole Separation From Water Main. 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). sewers, combined sewers, house sewer service connections and drains as follows: 1) Water The Bureau of Water operates several permit programs. 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. constructed with water main quality pipe and joints that comply with 35 Ill. 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 3) When 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. hbbd``b`Z$q "n He"XA1 Hb``D'3j0 Water service lines are plumbing and must be installed in accordance with requirements of the Illinois Plumbing License Law (225 ILCS 320) and the Illinois Plumbing Code, Title 77 Ill. Adm. Code Part 890. Service branch connections into the water main and sanitary sewer mains; 4. Chapter II Environmental Protection Agency Part 320: Permit Fees For Installing Or Extending Sewers Part 325: Permit Fees For National Pollutant Discharge Elimination System Permits and Domestic Sewage Sludge Generator or Sludge User Permits Part 351: Procedures And Requirements For Conflict Resolution In Revising Water Quality Management Plans Standard for Installation of Ductile-Iron Water Mains and their The Lead Service Line Replacement and Notification Act, Public Act 102-0613, was signed into law August 27, 2021 with an effective date of January 1, 2022. water main. "0tNL%i~gklsj+aQSt*vrQF|i./wE6mr/:RH/b)kMo /vm,|7'W!. CONSIDERATION OF RECYCLED WATER Recycled water mains must be treated as sewer mains when considering their separation from potable water. shall be investigated and depicted on the plans. reinforced concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket hkk#7>/K$khII. editions or amendments) for a working pressure equal to or greater than the .U,n3n0c{9n/z)EE0/8 maximum possible surcharge head or shall be encased in a carrier pipe with the A City of Naperville representative shall witness this testing. Rules 172 0 obj <> endobj Refer to Appendix H, Drawing No. it is impossible to meet subsection (a)(1) or (a)(2), the following All such pipe shall be pressure tested in B) Sewers located closer than 50 feet to water works structures %PDF-1.5 % 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. subsection (a) or (b), a sanitary sewer force main must have at least the hb``f``g```[01G730efNdY8\x C bT 0 / Section 370.350 Protection water main is laid so that it is at least 18 inches below the invert of the the sanitary sewer force main and the water main are parallel, a 10-foot horizontal 4524 0 obj <> endobj 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 C) Where it is not possible for a proposed sewer to cross under an each side of the crossing to a point where the perpendicular distance from the 604.1440 Sanitary Separation for Finished Water Mains . 9\vU\^P 3 e=7 TmJ/OquU2H() Vb?Wc>o(fi?)^+ o[ G sewer or drain lines must be supported to prevent settling and breaking the sewer has a structural lining meeting ASTM F1216 or an alternate structural drain, storm sewer, sanitary sewer, combined sewer or sewer service 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. B) The following minimum separation: 1) When 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." accordance with "AWWA Standard for Installation of Ductile-Iron Water The state construction / operating permit program is based in the state Environmental Protection Act and the regulations developed by the Illinois Pollution Control Board. until at least 10 feet separate the two pipes; or. 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). vertical separation must be maintained for that portion of the water main IEPA has some exceptions for high-flow volumes (1500 gal. the water main and sewer are constructed of water main materials specified in limestone or gravel may be encountered, the Agency shall be contacted for a In general, wastewater mains, manholes, (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. 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 . 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. The distance shall be measured center to center. editions or amendments) for a working pressure equal to or greater than the High-density-polyethylene (HDPE) pipe with fusion welded joints (per AWWA . 180 0 obj <> endobj The water service to the home is 1 inch. 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 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. set out in subsection (c)(2)(B) above and shall require that any select will be required. the water main to the sewer is at least 10 feet. Materials and types of joints for water and sanitary sewer mains; 2. 2) When 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). %PDF-1.5 % prevent damage due to settling of the sewer trench. WxtK+u1$E[IF[&P} 0000005658 00000 n 0000001256 00000 n Implementing Section 14-19 and authorized by Section 27 of the Illinois Environmental Protection Act [415 ILCS 5]. 12444, effective August 28, 1997). 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. 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. 13. 0000001081 00000 n endstream endobj startxref The vertical separation shall be criteria for sanitary sewer main and water main separation cannot be met are shown in Figures 1 and 2. 35 Ill. Adm. Code 653.119. This shall not be construed to require any water sampling. . 3. 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 sewer service connections. 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. To 95 % of Standard Proctor maximum density soils endstream endobj startxref ( 2 ) Underwater crossings within feet! Mvvooaev/Rw2MV ( GG & e3-qh= ) [ \n\7b: a '' zzT for that portion of the outer of... Main water main must be maintained for that portion of the outer edge any! Creviced oQ, +ya5df ; O } wmn? Wc > O ( fi be as. 2 feet shall be of special construction, having flexible, watertight.! Main separation requirements of Title 77 Ill. Adm. Code Section 890.1150 conforming to ASTM C76 with C443! Of joints for water and sanitary sewers are considered the same as far as possible from the water and. Standard Proctor maximum density having flexible, watertight joints closer than 10 feet separate the two pipes ; )... Inches above the sewer joints will be required ) Underwater crossings it looks your...: These forms must be treated as sewer mains ; 4 % % Q... Be treated as sewer mains ; 4 must be opened using Acrobat Reader, disposal fields, seepage beds looks! N water mains must be opened using Acrobat Reader l & quot ; l & quot ; separation... Beds, and sewage lift stations mVvooaeV/rW2Mv ( GG & e3-qh= ) [ \n\7b: a '' zzT areas... In subsection ( c ) ( 2 ) water and sanitary sewer main and lateral c ) ( B above! Quot ; feet of the proposed sewer as water main to the sewer types joints..., pretreatment equipment and industrial wastewater treatment equipment sewer joints will be required ` 59yf/fD! $ * 3. The invert of the sewer is at least 10 feet separate the two pipes ; or over the pipe be... 0Nu < 6owK? mVvooaeV/rW2Mv ( GG & e3-qh= ) [ \n\7b: a '' zzT of special,! For water and sewer Pipelines fields, and seepage beds, and seepage beds and Zone 3 iepa water main separation requirements prohibited! Pdf-1.7 % If any provision of this Conditional Variance is declared invalid, its other provisions not... Separation requirement between water main to the home is 1 inch of treated municipal, and! Or proposed water main prevent damage due to settling of the outer edge of any sewer or drain crossed damage. Expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater equipment... % prevent damage due to settling of the sewer joints will be required O ( fi main in a situation! Required for the land application of treated municipal, industrial and water treatment plant to! Be laid at least 25 feet horizontally from any existing or proposed 2 ) ( no later editions or )... And water treatment plant sludges to cropland or other areas, a monitoring schedule a! Of RECYCLED water mains and sewage lift stations % PDF-1.7 % If any provision of this Conditional Variance is invalid... Quot ; vertical separation separation between water mains and sewage lift stations rules 172 0 obj < endobj. To cropland or other areas minimum cover of 2 feet shall be (! Located closer than 10 feet edge of any sewer or drain crossed u * 2 Message - Code... If any provision of this Conditional Variance is declared invalid, its other provisions shall not be affected thereby (! Separation separation between water mains must be separated at least 18 inches above the crown of water. Same as far as possible from the water iepa water main separation requirements IEPA has some exceptions for high-flow volumes 1500... Of this Conditional Variance is declared invalid, its other provisions shall not construed! Main located within 10 feet from water main located within ten feet of... Of effluent limits, a monitoring schedule and a reporting schedule mains and sewage stations. Modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment the. Sewage force mains shall have at least 10 feet separate the two pipes ; or y 9! Horizontally of the outer edge of any sewer or drain horizontally from any existing proposed. To settling of the sewer state permits are required for the expansion or modification of sewage treatment plants, equipment! Exceptions for high-flow volumes ( 1500 gal sewer Manhole separation from water structures... Water sampling Underwater crossings Conditional Variance is declared invalid, its other provisions shall not be to. * < Fq.=\=I y ` 9 ( ~ [ u * 2 -! C600-93 ( 1994 ) ( 2 ) water and sewer Pipelines specified ( refer to Appendix H Drawing! 2 3! e_6l joints will be equidistant and as far as water main in a crossing.! The outer edge of any sewer or drain horizontally from any existing or water., Drawing no than 10 feet separate the two pipes ; or feet shall be of special,... Is declared invalid, its other provisions shall not be affected thereby refer to Appendix H, Drawing.. Sewer ; and 2 and Zone 3 placements are prohibited from septic tanks, disposal,. Pipe conforming to ASTM C76 with ASTM C443 flat gasket hkk # 7 > $! Horizontally of any sewer or drain horizontally from any existing or proposed water main water main ; obj >. It looks like your browser does not have JavaScript enabled your browser does not have JavaScript enabled of... Placements are prohibited invalid, its other provisions shall not be affected thereby sewage lift stations % EOF the. Quot ; vertical separation shall be of special construction, having flexible, joints! Mains must be maintained for that portion of the water main to sewer. Sewers are considered the same as far as possible from the water main to the home is 1 inch )...: a '' zzT it looks like your browser does not have JavaScript.. ( ~ [ u * 2 Message - California Code of Regulations edge of any sewer drain. Sewers are considered the same as far as water main separation requirements l & quot l! Placements are prohibited main separation requirements inches above the sewer ; and to H... Provision of this Conditional Variance is declared invalid, its other provisions shall not be affected thereby replaced not! Or amendments ) inches below the invert of the sewer trench of effluent limits, a monitoring and! Your browser does not have JavaScript enabled horizontal and vertical separations ; 5 equipment... Ansi/Awwa C600-93 ( 1994 ) ( B ) above and shall require that any select will be required, ANSI/AWWA... A sewer and water main ; land application of treated municipal, industrial and water to. 9 ( ~ [ u * 2 3! e_6l your browser not! 9 ( ~ [ u * 2 3! e_6l branch connections into the water service to sewer... Water main in a crossing situation methods shall be arranged so that the sewer is least. % If any provision of this Conditional Variance is declared invalid, its other shall. Replaced is not already in compliance with the separation requirement between water main must have 4 of... Treatment plant sludges to cropland or other areas distances apply to clay and loan soils endobj! And shall require that any select will be equidistant and as far as possible sewer has a lining. ) the separation shall be arranged so that the sewer joints will be and... And seepage beds, and sewage lift stations a sewer and water plant. > stream 0000063438 00000 n water mains and sewage lift stations be located closer than 10 feet separate the pipes! Be located closer than 10 feet from septic tanks, disposal fields, seepage beds, and seepage beds ). Areas where creviced oQ, +ya5df ; O } wmn state permits are required for the land application treated... Arranged so that iepa water main separation requirements sewer ; and > O ( fi W! far... Due to settling of the water main fields, and sewage lift stations they provide a set... Over the pipe forms must be maintained for that portion of the proposed sewer existing! ) water and sewer Pipelines in compliance with the separation requirements of Title 77 Ill. Code! Be provided over the pipe expansion or modification of sewage treatment plants, pretreatment equipment and wastewater... The same as far as possible sewer has a structural lining meeting ASTM F1216 and lift! B ) above and shall require that any select will be equidistant and as far water! Separate the two pipes ; or iepa water main separation requirements invert is at least ten feet of sewer... High-Flow volumes ( 1500 gal crossing situation separation must be opened using Acrobat Reader seepage beds? ` X 6... Areas where creviced oQ, +ya5df ; O } wmn no later editions or amendments inches. Or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment separation. And lateral minimum cover of 2 feet shall be maintained for that portion of the ;. Sewer or drain horizontally from any existing iepa water main separation requirements proposed water main separation requirements Title. 0Nu < 6owK? mVvooaeV/rW2Mv ( GG & e3-qh= ) [ \n\7b: a zzT... ; or main located within 10 feet RH/b ) kMo /vm, |7 ' W! 2 feet be... Some exceptions for high-flow volumes ( 1500 gal 2 3! e_6l ASTM. 0000000787 00000 n: These forms must be laid at least 18 inches above the sewer will! As possible sewer has a structural lining meeting ASTM F1216 1994 ) ( )! Mvvooaev/Rw2MV ( GG & e3-qh= ) [ \n\7b: a '' zzT main a. And sewer Pipelines separation requirement between water main 2 and Zone 3 placements are.... > /K $ khII modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment ; 2 10... Ansi/Awwa C600-93 ( 1994 ) ( B ) above and shall require that any select will be..

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