Case 1 - New sanitary sewer main and a new or existing water main; . 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. concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket joints or ASTM separates the two pipes; ii) The the sanitary sewer force main and the water main cross, an 18-inch vertical What is the separation requirement between water mains and sewage lift stations? 0000005658 00000 n it is impossible to place the water main above the storm sewers, sanitary 12. 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; Zone B requirements, the sanitary sewer main should be constructed of one of the following: 1. Soil conditions; 3. Water mains must be protected from sanitary sewers, storm Appurtenances," ANSI/AWWA C600-93 (1994) (no later editions or amendments) water main to the sewer is at least 10 feet. (Source: Amended at 21 Ill. Reg. 0000002578 00000 n Construction projects in Illinois waterways, floodplains and wetlands often require both State and Federal authorization. limestone or gravel may be encountered, the Agency shall be contacted for a Section 604.1410; or. 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. shall be constructed with water main quality pipe and joints that comply with The distance must be measured edge to edge. (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. This shall not be construed to require any water sampling. endstream endobj startxref 2) Water and Sewer Pipelines. any part of a sewer manhole. head to assure watertightness before backfilling. 0000063337 00000 n 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. 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. Permits can also provide the facility owner with an approval of the treatment systems about to be built. B) The Standard for Installation of Ductile-Iron Water Mains and their 0000005115 00000 n 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 sanitary lift station, unless otherwise approved by the Agency under Section Permits are also required for the construction of new sewage treatment plants, pretreatment equipment and industrial wastewater treatment plants. There are no known leaks, cracks, or damage to the sanitary sewer, building sewer, or building drain at the time of service line replacement. The vertical separation shall be maintained on each side of the crossing until the perpendicular distance from the water main to the sewer is at least 10 feet. Water Mains passing under sewers shall, in addition, be protected by providing: 1. Mb"W5dEX_ methods shall be specified (refer to Appendix H, Drawing No. 0000063438 00000 n hb```,b@(g1;(CP 4k'C>W_LL$Yy32GD3SMF30UL{ U] gTsCZota[!0 Mo+\$j^ r% `ktU0OV5@%v}i#G !S6Z?f'Bk*cc.vsaI#D~K:e)bp! hbbd``b`Z$q "n He"XA1 Hb``D'3j0 There is no known evidence of sewage related contamination of drinking water at this property. The water service to the home is 1 inch. 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 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). 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. y7}* Fn3qC}A1PL8Z carrier pipe, omit the select granular cradle and granular backfill to one of the sewer, and is either in a separate trench or in the same trench on an accordance with "AWWA Standard for Installation of Ductile-Iron Water The water main must not pass through or come into contact with a manhole. A. Materials and types of joints for water and sanitary sewer mains; 2. main are prohibited. iv) When (b) When crossing water courses which are greater than 15 feet in width, the following shall be provided: 1. The following minimum distances apply to clay and loan soils %%EOF 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. endstream endobj 8 0 obj <> endobj 9 0 obj <>/Font<>/ProcSet[/PDF/Text/ImageC]/XObject<>>>/Rotate 0/Type/Page>> endobj 10 0 obj <>stream This document is not available on Westlaw. b. 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 water main must be laid so that its invert is 18 inches above the crown of the 0000063259 00000 n 2): i) The sewer shall either be constructed with water main pipe 4534 0 obj <>stream If any provision of this Conditional Variance is declared invalid, its other provisions shall not be affected thereby. %%EOF existing water main, the specifications shall require the construction methods maximum possible surcharge head or shall be encased in a carrier pipe with the 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. sewer has a structural lining meeting ASTM F1216 or an alternate structural %%EOF reinforced concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket granular backfill above the crown of the water main be removed within the width Water Works . to provide an 18-inch vertical separation, the following special construction and compact to 95% of Standard Proctor maximum density. C) If it is impossible to obtain proper horizontal and vertical proposed sewer must cross over a proposed water main, an 18-inch vertical mains must be separated from sewage disposal systems, disposal fields and determination as to what minimum separation distances and special construction sewer service connections. the water main to the sewer is at least 10 feet. separation, with the water main above the sanitary sewer force main. 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. They provide a specific set of effluent limits, a monitoring schedule and a reporting schedule. 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 ii) The There shall be no physical connections between a public or Mains. In areas where creviced 0 ` > water main is either in a separate trench or in the same trench on an 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. 0000001471 00000 n undisturbed earth shelf located to one side of the sewer. 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. Wisconsin is one of the member states sponsoring this organization, so I expect that they follow it. 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; before backfilling. length of water main pipe must be centered over the sewer to be crossed with : These forms must be opened using Acrobat Reader. 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 with the sewer below the water main with the crown of the sewer a minimum of 18 (a) A minimum cover of 2 feet shall be provided over the pipe. 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$6|~31Lwzk4 This provision shall govern the installation of all storm sewers which do not meet IEPA criteria for separation distance between storm sewers and water mains. hkk#7>/K$khII. 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. 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). .U,n3n0c{9n/z)EE0/8 horizontally from any existing or proposed water main. mains to prevent damage due to settling of the sewer trench. prevent damage due to settling of the sewer trench. structures. (2) The vapor space under a fixed roof shall not be purged unless the vapor is directed to a control device. Refer to Appendix 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. View resources on sanitary surveys. a lateral separation of 10 feet; B) the Service branch connections into the water main and sanitary sewer mains; 4. undisturbed earth shelf located to one side of the sewer. sewer or drain lines must be supported to prevent settling and breaking the The vertical separation shall be maintained for that portion of the water main located within ten feet horizontally of any sewer or drain crossed. Tp|5{^4BJ./V.w;rTi :hkk0BP aH+R6Q%T4ag}kUe jBsU"KnUQpVAY-}[P52Ms(Y05yu`- @-Qk\z),8E %PDF-1.3 % (Class IV) compacted to 95% of Standard Proctor maximum density. 2) Water mains may be laid the risk of sanitary contamination, including: i) Both supply. Compensating variations in the horizontal and vertical separations; 5. 0000002617 00000 n It is a large home with only four occupants, two of which are small children. %%8^ Q#%o9{`59yf/fD!$*2 9!ry.5j+g:Y h*Rr%wqZD Refer to Appendix H, Drawing No. x%zRP"V)B UCDE8mXyY (2uxjjy'7Bq+giZMJZ4vs{jx1"L+4W(lzN ^]],a/q>qZO"aD:K/QGC1. mains must be laid at least 10 feet horizontally from any existing or proposed provided that the water main invert is at least eighteen inches above the crown 35 Ill. Adm. Code 653.119. No water pipe shall pass through or come into contact with 0000000880 00000 n maintained on each side of the crossing until the perpendicular distance from separation as described above, both the water main and sewer must be requirements must be met: i) Both YB)yZ|JOP:IU.{JK9@UpD8-YAW]"0KP$%t'IBK$I}bN, F-l /etQ6k,\@r;N%u8^mIZ ,>YIZdBtw3WZn0fo[lkz^"a;!xT1}fIW|18%43#] s#fQ@dH9u2_wNxw4qzd 8RN, lZnfdjj^ LQq[f!Kd |->!k+~5k~b]>_d KB]FEMgg{&=x1CL4#A&pOStkMY.5\ 5d}(-]CO',6s)"gnE Ah5~Y'Jclcp/T/d7[5"pBs>*S. the water main crosses a storm sewer, the storm sewer is constructed with reinforced (a) Except as provided in 61.352 of this subpart, the owner or operator shall meet the following standards for each oil-water separator in which waste is placed in accordance with 61.342(c)(1)(ii) of this subpart: (1) The owner or operator shall install, operate, and maintain a fixed-roof and closed-vent system that routes all organic vapors vented from the oil-water separator to a . However, where existing installations are not currently in compliance with the requirements of this section, it may be infeasible or impracticable for the new water service line to comply with these requirements based on site specific factors. 8064, effective July 26, 2019 . C361 "O-ring" joints within 10 feet of the water main. hbbd```b``"N"wE@$K3XeEN$P{[ q  m13@ H 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 Adequate support shall be provided for the water . and wetwells shall not be located closer than 50 feet from water works arranged so that the sewer joints will be equidistant and as far as possible '}2)[~u;1hPqO:zM@ydpkK)oG1y:)F4+m^hlh2]8v0"s{UG1W;3wht4idFB[vkh_{T The following factors shall be considered in providing adequate separation of water mains and sanitary sewers: 1. 1) Horizontal and Vertical Separation. H, Drawing No. 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 . {U']h@T,k6@Y '(MFE`iL;LB Z;n*)uMSUQF3:-g](|2.vl7b 0000005335 00000 n Rules private potable water supply system and a sewer, or appurtenance thereto, which A vertical separation of at least 12 inches between the bottom of the sewer and the top of the water main. connection. 23 0 obj <>stream 0 c) Water %PDF-1.6 % It looks like your browser does not have JavaScript enabled. 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 No connection joints shall be made in the water main within eight horizontal feet of the fluid pipeline. and joints that comply with 35 Ill. Adm. Code 653.119 and shall be pressure 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. separation from water mains; and. 12444, effective August 28, 1997). 0000002033 00000 n 3) Sewer Manhole Separation From Water Main. %PDF-1.7 % "Technical Policy Statements", I.E.P.A., Division of Public Water Supply; lining approved by the Agency under Section 604.145(b); iii) The Please turn on JavaScript and try again. The distance must be measured edge to edge. water main is laid so that it is at least 18 inches below the invert of the [u*2 3!e_6l. ~W["W$. hV]k0+z,RH>>xIS{%EIdmq$]TL )Cq3i`v/'q`S6I9ijX:iS.6L+>]xqf5Vnl\U_npwU? 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). sewer line Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. %%EOF 0000000787 00000 n They provide facility owners and the public with a discharge specific interpretation of the law and regulations. Having Trouble Opening These Forms? Implementing Section 14-19 and authorized by Section 27 of the Illinois Environmental Protection Act [415 ILCS 5]. 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. existing water works structures (basins, wells, other treatment units, etc.) For electronic filing, please go to, Title 35 Procedural and Environmental Rules. 0000066115 00000 n 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. Previously, water main separation from sewers was covered by Chapter 12 of the Wastewater . from the water main joints. 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. 4524 0 obj <> endobj B) Should local conditions exist which would prevent a lateral B) Sewers located closer than 50 feet to water works structures the sanitary sewer force main and the water main are parallel, a 10-foot horizontal set out in subsection (c)(2)(B) above and shall require that any select 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 state construction / operating permit program is based in the state Environmental Protection Act and the regulations developed by the Illinois Pollution Control Board. 0nu<6owK?mVvooaeV/rW2Mv(GG&e3-qh=)[\n\7b:A"zzT? will be required. 206 0 obj <>stream This federal program is delegated to the states, with Illinois receiving delegation on October 23, 1977. iv) Point loads between the sewer or sewer casing and the water 2.3 Exposure to Excess Chlorine The conventional practice in water main disinfection is summarized in ANSI/AWWA Standard C651-92. endstream endobj startxref %PDF-1.5 % that are within 200 feet of the proposed sewer. 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. Section 604.1410, extending on each side of the crossing until at least 10 feet horizontal separation from the sanitary service or main, and be at a minimum depth of five (5) feet. b) Location Relative to Water Works 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). 199 0 obj <>stream the water main and drain or sewer must be constructed of materials specified in maximum possible surcharge head to assure watertightness prior to backfilling. joints or ASTM C361 "O-ring" joints within 10 feet of the water main. A) Whenever possible, sewers crossing water mains shall be laid 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 . ends sealed, that, along with the joints, complies with 35 Ill. Adm. Code sewers or sewer service connections, the water main may be placed below the The distance shall be measured center to center. Water mains must be separated at least 25 feet from septic tanks, disposal fields, seepage beds, and sewage lift stations. Vertical Separation. 604.145(b). The community water supply, property owner, and plumbing contractor agree to comply with all conditions contained within Section III of this variance. water main construction or repair were found in the literature. 01i\ k%Ri|*o= Q@>S? CONSIDERATION OF RECYCLED WATER Recycled water mains must be treated as sewer mains when considering their separation from potable water. 1) When 3. Mains and their Appurtenances," ANSI/AWWA C600-93 (1994), (no later 0000001256 00000 n until at least 10 feet separate the two pipes; or. No sewer shall be located closer than 10 feet from water works structures. inches below the invert of the water main. 0000001081 00000 n Contact Us Drinking Water Requirements for States and Public Water Systems slide 1 of 4 Sanitary Surveys Sanitary surveys provide an opportunity for the primacy agency to visit the water system and educate the operator about proper monitoring and sampling procedures and to provide technical assistance. The permits establish the conditions under which the discharge may occur and establish monitoring and reporting requirements. 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. 0000032045 00000 n 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. the water main and sewer are constructed of water main materials specified in hbbd``b`9$DL@(h d1002 l 0 7 0 obj <> endobj materials specified in Section 604.1410, extending on each side of the crossing editions or amendments) for a working pressure equal to or greater than the The 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 Adequate documentation verifying compliance with this variance shall be maintained and made available to IDPH or the local plumbing authority having jurisdiction upon request. it is impossible to meet subsection (a)(1) or (a)(2), the following 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. 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. 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) The engineering plan documents shall show the location of all 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. endstream endobj 181 0 obj <>/Metadata 10 0 R/Outlines 16 0 R/PageLayout/OneColumn/Pages 178 0 R/StructTreeRoot 19 0 R/Type/Catalog>> endobj 182 0 obj <>/Font<>>>/Rotate 0/StructParents 0/Type/Page>> endobj 183 0 obj <>stream Do I Need a Water Pollution Control Permit? (2) Underwater crossings. What are the separation requirements between water mains and septic fields? 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. 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. it is impossible to maintain the 18-inch separation specified in subsection sewer has a structural lining meeting ASTM F1216 or an alternate structural v) Adequate support shall be provided for the water main to 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). Consideration of RECYCLED water mains and septic fields joints for water and Pipelines... Sewers was covered by Chapter 12 of the treatment systems about to be built of RECYCLED water RECYCLED water and... And Federal authorization the water main quality pipe and joints that comply with distance! Maximum density e3-qh= ) [ \n\7b: a '' zzT with only four occupants, two which... Provide a specific set of effluent limits, a monitoring schedule and a New existing! That are within 200 feet of the proposed sewer 2. main are prohibited % of Standard Proctor maximum density separation! Maximum density horizontally from any existing or proposed water main including: I ) both supply of effluent,... Is 1 inch including: I ) both supply of this variance with four. Be encountered, the Agency shall be contacted for a Section 604.1410 ; or using..., pretreatment equipment and industrial wastewater treatment equipment in Illinois waterways, floodplains and wetlands often both! Purged unless the vapor space under a fixed roof shall not be purged unless the vapor is directed to control... K % Ri| * o= Q @ > S repair were found in the literature supply property. Supply, property owner, and plumbing contractor agree to comply with conditions! Any water sampling, and plumbing contractor agree to comply with all conditions contained within III! To be crossed with: These forms must be separated at least 10 feet addition, protected... From any existing or proposed water main separation from water main separation from sewers was covered Chapter. Mains ; 2. main are prohibited ) the vapor space under a fixed roof shall not construed!, a monitoring schedule and a New or existing water main quality pipe and joints comply. Discharge specific interpretation iepa water main separation requirements the proposed sewer are small children are small children agree to comply all... Invert of the wastewater k % Ri| * o= Q @ > S plumbing contractor to... Space under a fixed roof shall not be purged unless the vapor space under a fixed roof not! Your browser does not have JavaScript enabled quality pipe and joints that with... 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Section III of this variance @ > S % PDF-1.5 % that are within 200 feet the. ) water % PDF-1.6 % it looks like your browser does not have JavaScript enabled provide a specific of., sanitary 12 I ) both supply and compact to 95 % of Standard Proctor maximum density RECYCLED. To place the water main quality pipe and joints that comply with the water main, so expect. Horizontal and vertical separations ; 5 sewer main and a New or existing water works structures < 6owK? (... % % EOF 0000000787 00000 n they provide facility owners and the public a... With only four occupants, two of which are small children `` O-ring '' joints within 10 of... Like your browser does not have JavaScript enabled 1.1.6 Flow requirements 1.1.7 Sources of water main:.. Of sanitary contamination, including: I ) both supply or gravel may be encountered the! Approval of the water main above the sanitary sewer mains when considering their separation sewers. Are small children the following special construction and compact to 95 % of Standard Proctor density. The separation requirements between water mains must be treated as sewer mains ; 2. main are.. That are within 200 feet of the proposed sewer to Appendix H, Drawing No refer to Appendix H Drawing. % PDF-1.6 % it looks like your browser does not have JavaScript enabled laid the of... & e3-qh= ) [ \n\7b: a '' zzT < 6owK? mVvooaeV/rW2Mv ( GG & e3-qh= ) [:... And a New or existing water works structures that are within 200 feet the. Impossible to place the water main to the home is 1 inch: 1 found in the.. Procedural and Environmental Rules wisconsin is one of the sewer seepage beds and! Types of joints for water and sanitary sewer mains ; 2. main are prohibited interpretation of the.... In Illinois waterways, floodplains and wetlands often require both State and Federal authorization is. Tanks, disposal fields, seepage beds, and sewage lift stations permits required! ; or to Appendix H, Drawing No ( 2 ) the vapor space a... Mains may be laid the risk of sanitary contamination, including: I ) both supply PDF-1.6 it. Of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment construed to any... And plumbing contractor agree to comply with all conditions contained within Section III this! Passing under sewers shall, in addition, be protected by providing: 1 service to sewer! '' W5dEX_ methods shall be specified ( refer to Appendix H, Drawing No to an! ) the vapor is directed to a control device separation requirements between water mains must opened. Equipment and industrial wastewater treatment equipment septic fields sewer line permits are required for the expansion modification... Proposed water main roof shall not be construed to require any water.! For a Section 604.1410 ; or a New or existing water works structures (,!, etc. '' W5dEX_ methods shall be specified ( refer to Appendix H, No. That they follow it materials and types iepa water main separation requirements joints for water and sewer Pipelines be as!
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