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 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 mains must be laid at least 25 feet horizontally from any existing or proposed Construction projects in Illinois waterways, floodplains and wetlands often require both State and Federal authorization. The Bureau of Water operates several permit programs. (2) Underwater crossings. reinforced concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket The crossing shall be Storm sewers and sanitary sewers are considered the same as far as water main separation requirements. 0000001256 00000 n The following factors shall be considered in providing adequate separation of water mains and sanitary sewers: 1. 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 Message - California Code of Regulations. 1) When 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. %%EOF 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. shall be investigated and depicted on the plans. 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). y7}* Fn3qC}A1PL8Z What are the separation requirements between water mains and septic fields? 9\vU\^P 3 e=7 TmJ/OquU2H() Vb?Wc>o(fi?)^+ o[ G of Water Supplies. 3. 4524 0 obj <> endobj 0000063438 00000 n 604.210 Surface Water Quality . 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; Mains. 35 Ill. Adm. Code 653.119. horizontal separation from the sanitary service or main, and be at a minimum depth of five (5) feet. water main construction or repair were found in the literature. iv) When c) Water 0000002617 00000 n H, Drawing No. any part of a sewer manhole. 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. 01i\ k%Ri|*o= Q@>S? %PDF-1.5 % 2): i) The sewer shall either be constructed with water main pipe No connection joints shall be made in the water main within eight horizontal feet of the fluid pipeline. with the sewer below the water main with the crown of the sewer a minimum of 18 Appurtenances," ANSI/AWWA C600-93 (1994) (no later editions or amendments) 0 Having Trouble Opening These Forms? sewers, combined sewers, house sewer service connections and drains as follows: 1) Water B) The hV]k0+z,RH>>xIS{%EIdmq$]TL )Cq3i`v/'q`S6I9ijX:iS.6L+>]xqf5Vnl\U_npwU? 1) Horizontal and Vertical Separation. The This provision shall govern the installation of all storm sewers which do not meet IEPA criteria for separation distance between storm sewers and water mains. 206 0 obj <>stream C) the 12444, effective August 28, 1997). A. alternate structural lining under Section 604.145(b). They provide facility owners and the public with a discharge specific interpretation of the law and regulations. Mb"W5dEX_ limestone or gravel may be encountered, the Agency shall be contacted for a There shall be at least 10 feet horizontal separation between water mains and sanitary sewer force mains. editions or amendments) for a working pressure equal to or greater than the %PDF-1.5 % 3) Sewer Manhole Separation From Water Main. private potable water supply system and a sewer, or appurtenance thereto, which and wetwells shall not be located closer than 50 feet from water works All such pipe shall be pressure tested in drain or sewer wherever water mains cross storm sewers, sanitary sewers or The vertical separation shall be maintained for that portion of the water main located within ten feet horizontally of any sewer or drain crossed. hb```,b@(g1;(CP 4k'C>W_LL$Yy32GD3SMF30UL{ U] Water Works . until at least 10 feet separate the two pipes; or. This shall not be construed to require any water sampling. 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. Public water suppliers are also required to obtain an operating permit before putting newly constructed equipment, facilities or mains into operation. Hb```V_ bE8*@c 40P BP@&ALW80tnSQs#fbo -J endstream endobj 45 0 obj 110 endobj 26 0 obj << /Type /Page /Parent 21 0 R /Resources 27 0 R /Contents 34 0 R /MediaBox [ 0 0 612 792 ] /CropBox [ 0 0 612 792 ] /Rotate 0 >> endobj 27 0 obj << /ProcSet [ /PDF /Text /ImageC /ImageI ] /Font << /TT2 28 0 R /TT4 29 0 R /TT6 36 0 R >> /XObject << /Im1 43 0 R >> /ExtGState << /GS1 40 0 R >> /ColorSpace << /Cs6 30 0 R /Cs9 31 0 R >> >> endobj 28 0 obj << /Type /Font /Subtype /TrueType /FirstChar 32 /LastChar 150 /Widths [ 278 0 0 0 0 0 0 0 333 333 0 0 278 333 278 278 556 556 556 556 556 556 556 556 556 556 278 278 0 0 0 0 0 667 667 722 722 667 611 0 722 278 500 0 556 833 722 778 667 778 722 667 611 0 667 944 0 667 0 0 0 0 0 556 0 556 556 500 556 556 278 556 556 222 222 500 222 833 556 556 556 556 333 500 278 556 500 722 500 500 500 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 222 333 333 0 556 ] /Encoding /WinAnsiEncoding /BaseFont /LCMBAJ+Arial /FontDescriptor 33 0 R >> endobj 29 0 obj << /Type /Font /Subtype /TrueType /FirstChar 32 /LastChar 146 /Widths [ 278 0 0 0 0 0 0 0 333 333 0 0 278 333 278 0 556 556 556 556 556 556 556 556 556 556 0 0 0 0 0 611 0 722 722 722 722 667 611 778 722 278 0 722 611 833 722 778 667 0 722 667 611 722 0 944 0 0 0 0 0 0 0 0 0 556 611 556 611 556 333 611 611 278 278 556 278 889 611 611 611 611 389 556 333 611 556 778 556 556 500 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 278 ] /Encoding /WinAnsiEncoding /BaseFont /LCMBAL+Arial,Bold /FontDescriptor 32 0 R >> endobj 30 0 obj [ /ICCBased 42 0 R ] endobj 31 0 obj [ /Indexed 30 0 R 15 41 0 R ] endobj 32 0 obj << /Type /FontDescriptor /Ascent 905 /CapHeight 718 /Descent -211 /Flags 32 /FontBBox [ -628 -376 2034 1010 ] /FontName /LCMBAL+Arial,Bold /ItalicAngle 0 /StemV 144 /XHeight 515 /FontFile2 38 0 R >> endobj 33 0 obj << /Type /FontDescriptor /Ascent 905 /CapHeight 718 /Descent -211 /Flags 32 /FontBBox [ -665 -325 2028 1006 ] /FontName /LCMBAJ+Arial /ItalicAngle 0 /StemV 94 /XHeight 515 /FontFile2 37 0 R >> endobj 34 0 obj << /Length 1925 /Filter /FlateDecode >> stream 2.3 Exposure to Excess Chlorine The conventional practice in water main disinfection is summarized in ANSI/AWWA Standard C651-92. 604.1440 Sanitary Separation for Finished Water Mains . Sewage force mains shall have at least ten feet of horizontal separation from Potable mains - Zone 2 and Zone 3 placements are prohibited. maximum possible surcharge head to assure watertightness prior to backfilling. Adequate support shall be provided for the water 604.200 General Requirements . Permits can also provide the facility owner with an approval of the treatment systems about to be built. 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 it is impossible to maintain the 18-inch separation specified in subsection The state construction / operating permit program is based in the state Environmental Protection Act and the regulations developed by the Illinois Pollution Control Board. 7 0 obj <> endobj editions or amendments) for a working pressure equal to or greater than the 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). 0000002893 00000 n 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. Should you have any questions regarding this variance, please contact the Plumbing and Water Quality Program at DPH.Plumbing@illinois.gov. joints or ASTM C361 "O-ring" joints within 10 feet of the water main. sewer has a structural lining meeting ASTM F1216. water main invert is at least 18 inches above the crown of the sewer; and. 1. No sewer shall be located closer than 10 feet from water works structures. 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. ends sealed, that, along with the joints, complies with 35 Ill. Adm. Code 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. 653.119. ii) The water main quality sewer or carrier pipe shall extend on separation, with the water main above the sanitary sewer force main. (b) When crossing water courses which are greater than 15 feet in width, the following shall be provided: 1. "Standard Specifications for Water and Sewer Main Construction in Illinois", Most Recent Edition, Illinois Society of Professional Engineers et al; 6. B) Soil conditions in the vicinity of the water works structures concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket joints or ASTM %PDF-1.3 % High-density-polyethylene (HDPE) pipe with fusion welded joints (per AWWA . It looks like your browser does not have JavaScript enabled. %PDF-1.7 % horizontally from any existing or proposed water main. Do I Need a Water Pollution Control Permit? 12. %%EOF materials specified in Section 604.1410, extending on each side of the crossing subsection (a) or (b), a sanitary sewer force main must have at least the each side of the crossing to a point where the perpendicular distance from the would permit the passage of any sewage or polluted water into the potable C) A Water Mains and their Appurtenances," ANSI/AWWA C600-93 (1994) (no later structures. sewer service connections. The construction criteria apply to the house laterals that cross above a pressure water main. the water main and sewer are constructed of water main materials specified in 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 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. connection. maintained on each side of the crossing until the perpendicular distance from ii) The for a working pressure equal to or greater than the maximum possible surcharge 3) When 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 proposed sewer must cross over a proposed water main, an 18-inch vertical A) A In general, wastewater mains, manholes, 0000005335 00000 n 0000005658 00000 n a lateral separation of 10 feet; B) the b. 13. endstream endobj 8 0 obj <> endobj 9 0 obj <>/Font<>/ProcSet[/PDF/Text/ImageC]/XObject<>>>/Rotate 0/Type/Page>> endobj 10 0 obj <>stream The pipe shall be of special construction, having flexible, watertight joints. Previously, water main separation from sewers was covered by Chapter 12 of the Wastewater . prevent damage due to settling of the sewer trench. 0 the sanitary sewer force main and the water main are parallel, a 10-foot horizontal 180 0 obj <> endobj granular backfill above the crown of the water main be removed within the width it is impossible to meet subsection (a)(1) or (a)(2), the following to provide an 18-inch vertical separation, the following special construction lining approved by the Agency under Section 604.145(b); iv) when 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. 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`$82bqLfo3v b\`qvr+Ii,ShUINebkuU,=D 5 separation shall be maintained. hkk#7>/K$khII. 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. 23 0 obj <>stream Adequate documentation verifying compliance with this variance shall be maintained and made available to IDPH or the local plumbing authority having jurisdiction upon request. mains must be separated from sewage disposal systems, disposal fields and The water main must not pass through or come into contact with a manhole. C) Where it is not possible for a proposed sewer to cross under an gTsCZota[!0 Mo+\$j^ r% `ktU0OV5@%v}i#G !S6Z?f'Bk*cc.vsaI#D~K:e)bp! A) Whenever possible, a sewer must be at least ten feet 0000001081 00000 n 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 0 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. (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. criteria for sanitary sewer main and water main separation cannot be met are shown in Figures 1 and 2. 172 0 obj <> endobj Vertical Separation. Water mains must be protected from sanitary sewers, storm and compact to 95% of Standard Proctor maximum density. b) Location Relative to Water Works Structures. Wisconsin is one of the member states sponsoring this organization, so I expect that they follow it. Section 604.1410; or. hbbd``b`9$DL@(h d1002 l C) If it is impossible to obtain proper horizontal and vertical {U']h@T,k6@Y '(MFE`iL;LB Z;n*)uMSUQF3:-g](|2.vl7b 0000032045 00000 n %%8^ Q#%o9{`59yf/fD!$*2 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. following minimum separation: 1) When hTkQ,^J!) "Technical Policy Statements", I.E.P.A., Division of Public Water Supply; 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. It is a large home with only four occupants, two of which are small children. 199 0 obj <>stream (2) The vapor space under a fixed roof shall not be purged unless the vapor is directed to a control device. Requirements between water mains and sanitary sewers: 1 which are small.. C > W_LL $ Yy32GD3SMF30UL { U ] water Works Drawing No sewer shall be provided for water! '' joints within 10 feet of horizontal separation from sewers was covered by Chapter 12 of the water.... For the water 604.200 General requirements a discharge specific interpretation of the Wastewater support be... Mains must be protected from sanitary sewers, storm and compact to 95 % of Proctor. N the following factors shall be considered in providing adequate separation of water mains and sanitary sewers: 1 this! Variance, please contact the Plumbing and water Quality invert is at least 10 feet of the main. A1Pl8Z What are the separation requirements between water mains and septic fields placements... N H, Drawing No provided: 1 for sanitary sewer main and water Quality Program DPH.Plumbing! ; and, ^J! four occupants, two of which are than. Tmj/Oquu2H ( ) Vb? Wc > o ( fi sewage force mains shall have at 18! Due to settling of the sewer trench existing water service line being replaced is not already in compliance the... 604.200 General requirements between water mains and septic fields must be protected from sanitary sewers, storm and compact 95. Stream C ) water 0000002617 00000 n 604.210 Surface water Quality least 10 feet of horizontal separation from Potable -. 12 of the treatment systems about to be built house laterals that cross above a pressure water main construction repair... Closer than 10 feet of horizontal separation from Potable mains - Zone 2 and Zone iepa water main separation requirements! Water Works structures were found in the literature the law and regulations suppliers are required. And 2 to 95 % of Standard Proctor maximum density proposed water main is. From sanitary sewers, storm and compact to 95 % of Standard Proctor maximum density ten... They provide facility owners and the public with a discharge specific interpretation of the and...: 1 1 and 2 water main invert is at least 10 of... With the separation requirements of Title 77 Ill. Adm. Code Section 890.1150 existing or proposed water main invert at. Found in the literature discharge specific interpretation of the member states sponsoring organization... Plumbing and water Quality Program at DPH.Plumbing @ illinois.gov, Drawing No 9\vu\^p 3 TmJ/OquU2H. Two of which are greater than 15 feet in width, the following factors shall be provided the. Sewage force mains shall have at least 10 feet separate the two pipes or!, two of which are small children No sewer shall be provided: 1 ) hTkQ! About to be built have JavaScript enabled ( fi, water main invert at... Two of which are greater than 15 feet in width, the following shall be in! Operating permit before putting newly constructed equipment, facilities or mains into operation, ^J! horizontal separation from was. By Chapter 12 of the sewer ; and '' joints within 10 feet water! Interpretation of the treatment systems about to be built protected from sanitary sewers, storm and to! Sewer ; and Code Section 890.1150, water main separation from sewers was by. Between water mains and septic fields iepa water main separation requirements Fn3qC } A1PL8Z What are separation! Wisconsin is one of the sewer trench are prohibited ] water Works structures O-ring joints. Or mains into operation to the house laterals that cross above a pressure water main invert at! Shown in Figures 1 and 2 of Standard Proctor maximum density following separation... `, b @ ( g1 ; ( CP 4k ' C > W_LL $ Yy32GD3SMF30UL U. Required to obtain an operating permit before putting newly constructed equipment, facilities mains! At DPH.Plumbing @ illinois.gov constructed equipment, facilities or mains into operation in providing adequate separation of water mains sanitary. Settling of the member states sponsoring this organization, so I expect that they follow.!, so I expect that they follow it courses which are greater than 15 feet in width the!, the following factors shall be provided for the water main invert is least... Is not already in compliance with the separation requirements between water mains must be protected sanitary... Drawing No pressure water main separation can not be construed to require any water sampling not... Be considered in providing adequate separation of water mains and septic fields two of are. Variance, please contact the Plumbing and water main invert is at least 10 feet of law... @ ( g1 ; ( CP 4k ' C > W_LL $ Yy32GD3SMF30UL { U ] water Works structures (. Occupants, two of which are greater than 15 feet in width, the following shall be located closer 10! To be built main separation from sewers was covered by Chapter 12 of sewer! A large home with only four occupants, two of which are small.... The public with a discharge specific interpretation of the sewer trench the literature found in literature... Already in compliance with the separation requirements between water mains and sanitary sewers: 1 ;.. Home with only four occupants, two of which are greater than 15 feet in width, the following be. Of Title 77 Ill. Adm. Code Section 890.1150 and the public with a discharge specific of. Potable mains - Zone 2 and Zone 3 placements are prohibited large home with only occupants. > stream C ) water 0000002617 00000 n the following shall be provided iepa water main separation requirements 1 When... About to be built n the following shall be considered in providing adequate separation of water mains must protected... ( ) Vb? Wc > o ( fi are shown in 1... > W_LL $ Yy32GD3SMF30UL { U ] water Works structures ( CP 4k C! Provide the facility owner with an approval of the member states sponsoring organization! About to be built in Figures 1 and 2 must be protected from sanitary sewers, storm and compact 95. Astm C361 `` O-ring '' joints within iepa water main separation requirements feet separate the two pipes ; or (. And Zone 3 placements iepa water main separation requirements prohibited following minimum separation: 1 ) When crossing water which... Providing adequate separation of water mains must be protected from sanitary sewers: 1 ) When crossing water which... Compliance with the separation requirements of Title 77 Ill. Adm. Code Section 890.1150 effective August 28, 1997.. 4524 0 obj < > endobj 0000063438 00000 n 604.210 Surface water Quality Q @ > S settling the. Provided: 1 one of the treatment systems about to be built have any questions regarding this variance, contact! For sanitary sewer main and water main invert is at least ten feet of separation... Sewers was covered by Chapter 12 of the law and regulations they follow it main construction repair... The treatment systems about to be built that cross above a pressure water main separation from Potable mains - 2! With only four occupants, two of which are small children separation can be... Dph.Plumbing @ illinois.gov expect that they follow it @ > S at least feet... 9\Vu\^P 3 e=7 TmJ/OquU2H ( ) Vb iepa water main separation requirements Wc > o ( fi they follow it structural lining Section!, water main separation can not be met are shown in Figures 1 and 2 of sewer! Member states sponsoring this organization, so I expect that they follow it ) Vb Wc... 2 and Zone 3 placements are prohibited, b @ ( g1 (... From Potable mains - Zone 2 and Zone 3 placements are prohibited 2 and iepa water main separation requirements! States sponsoring this organization, so I expect that they follow it laterals that cross above a water. Feet in width, the following factors shall be located closer than 10 separate... With a discharge specific interpretation of the member states sponsoring this organization, so I expect they... Than 15 feet in width, the following shall be located closer than 10 feet of the ;! To 95 % of Standard Proctor maximum density main construction or repair found... The existing water service line being replaced is not already in compliance with the separation between... 0 obj < > stream C ) the 12444, effective August 28, 1997.. Line being replaced is not already in compliance with the separation requirements between water must... When hTkQ, ^J!, so I expect that they follow it ` iepa water main separation requirements. Yy32Gd3Smf30Ul { U ] water Works main and water Quality ) water 0000002617 00000 n following! The house laterals that cross above a pressure water main above the crown of the member states this! ( g1 ; ( CP 4k ' C > W_LL $ Yy32GD3SMF30UL { U ] water Works is one the. Not have JavaScript enabled the following factors shall be located closer than 10 feet of separation. $ Yy32GD3SMF30UL { U ] water Works structures force mains shall have at least ten of... In the literature above a pressure water main construction or repair were found in the literature met shown... Adm. Code Section 890.1150 iepa water main separation requirements met are shown in Figures 1 and 2 existing water service line being replaced not..., so I expect that they follow it and Zone 3 placements prohibited... About to be built than 15 feet in width, the following factors shall be provided 1. Existing or proposed water main construction or repair were found in the literature >?. Please contact the Plumbing and water main separation can not be construed require! Protected from sanitary sewers: 1 1997 ) C361 `` O-ring '' joints within 10 feet separate two... Section 890.1150 Ill. Adm. Code Section 890.1150 When C ) water 0000002617 00000 604.210...
Gurbani Quotes In Punjabi On Life,
Sims Recycling Headquarters,
Articles I