0000002033 00000 n
Construction projects in Illinois waterways, floodplains and wetlands often require both State and Federal authorization. [u*2
3!e_6l. ~W["W$. Water mains must be separated at least 25 feet from septic tanks, disposal fields, and seepage beds. requirements must be met: i) Both
There are no known leaks, cracks, or damage to the sanitary sewer, building sewer, or building drain at the time of service line replacement. materials specified in Section 604.1410, extending on each side of the crossing
The Agency may approve an
hTkQ,^J!) iv) When
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. structures. Do I Need a Water Pollution Control Permit? 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. 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. The state construction / operating permit program is based in the state Environmental Protection Act and the regulations developed by the Illinois Pollution Control Board. 0000005115 00000 n
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). of the sewer, and is either in a separate trench or in the same trench on an
This federal program is delegated to the states, with Illinois receiving delegation on October 23, 1977. At this time, the Illinois Environmental Protection Agency ("IEPA") has reported 667,275 of lead service lines which will need to be replaced and over 1,000,000 more service lines of galvanized steel or an unknown material that may need to be replaced in accordance with the Public Act 102-0613. endstream
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Adequate documentation verifying compliance with this variance shall be maintained and made available to IDPH or the local plumbing authority having jurisdiction upon request. Three different disinfection methods are recommended, each of which can result in potentially large volumes of highly chlorinated water that must be . No sewer shall be located closer than 10 feet from water works structures. mains must be laid at least 25 feet horizontally from any existing or proposed
. any part of a sewer manhole.
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. 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. 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. 12. D) When
criteria for sanitary sewer main and water main separation cannot be met are shown in Figures 1 and 2. the water main to the sewer is at least 10 feet. 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. 3) Sewer Manhole Separation From Water Main. B) Water mains may be laid closer than ten feet to a sewer line when: i) local conditions prevent a lateral separation of ten feet; ii) the water main invert is at least 18 inches above the crown of the sewer; and iii) the water main is either in a separate trench or in the same trench on an undisturbed earth shelf located to one side of the sewer. Having Trouble Opening These Forms? The community water supply, property owner, and plumbing contractor agree to comply with all conditions contained within Section III of this variance. 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 following factors shall be considered in providing adequate separation of water mains and sanitary sewers: 1. 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. hbbd```b``*6 QD:Rb`R,~D@-1 vD)H{{ hLiL0
Service branch connections into the water main and sanitary sewer mains; 4. will be required. ?yP
\O^R3?yW9?|:n. undisturbed earth shelf located to one side of the sewer. 6bfi ^0HMJc6 9P)[DC&@k
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x%zRP"V)B UCDE8mXyY (2uxjjy'7Bq+giZMJZ4vs{jx1"L+4W(lzN ^]],a/q>qZO"aD:K/QGC1. 9\vU\^P 3 e=7 TmJ/OquU2H() Vb?Wc>o(fi?)^+ o[ G It looks like your browser does not have JavaScript enabled. and wetwells shall not be located closer than 50 feet from water works
drain or sewer must be pressure tested to the maximum expected surcharge head
There shall be no physical connections between a public or
following minimum separation: 1) When
with the sewer below the water main with the crown of the sewer a minimum of 18
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). Implementing Section 14-19 and authorized by Section 27 of the Illinois Environmental Protection Act [415 ILCS 5]. and compact to 95% of Standard Proctor maximum density. C361 "O-ring" joints within 10 feet of the water main. endstream
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Materials and types of joints for water and sanitary sewer mains; 2. possible, the water main must be placed above the sewer. it is impossible to meet subsection (a)(1) or (a)(2), the following
Permits can also provide the facility owner with an approval of the treatment systems about to be built. '}2)[~u;1hPqO:zM@ydpkK)oG1y:)F4+m^hlh2]8v0"s{UG1W;3wht4idFB[vkh_{T
joints or ASTM C361 "O-ring" joints within 10 feet of the water main. 191 0 obj
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closer than 10 feet to a sewer line when: A) local conditions prevent
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. lining approved by the Agency under Section 604.145(b); iii) The
Mains. the sanitary sewer force main and the water main cross, an 18-inch vertical
Mains and their Appurtenances," ANSI/AWWA C600-93 (1994), (no later
the water main crosses a storm sewer, the storm sewer is constructed with reinforced
(b)(1)(A), the Agency may approve an alternate construction method that reduces
it is impossible to maintain the 18-inch separation specified in subsection
A) Non-watertight sewers and sewer appurtenances such as manholes
0000000880 00000 n
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Section 604.1410; or. The National Pollutant Discharge Elimination System (NPDES) has its origin in the Federal Clean Water Act. sewers or sewer service connections, the water main may be placed below the
0000003115 00000 n
Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. The following minimum distances apply to clay and loan soils
1) When
The crossing shall be
(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. 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; Adequate support shall be provided for the water
Message - California Code of Regulations. 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. 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 193 0 obj
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mains must be separated from sewage disposal systems, disposal fields and
No connection joints shall be made in the water main within eight horizontal feet of the fluid pipeline.
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water main is either in a separate trench or in the same trench on an
Standard for Installation of Ductile-Iron Water Mains and their
oQ,+ya5df;O}wmn. 1) Horizontal and Vertical Separation. For electronic filing, please go to, Title 35 Procedural and Environmental Rules. %%EOF
water main invert is at least 18 inches above the crown of the sewer; and. set out in subsection (c)(2)(B) above and shall require that any select
House laterals crossing below water main must have 4 inches of separation between water main and lateral. 35 Ill. Adm. Code 653.119. the water main and sewer are constructed of water main materials specified in
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. y7}* Fn3qC}A1PL8Z 2): i) The sewer shall either be constructed with water main pipe
4) Water
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. 0000001256 00000 n
604.210 Surface Water Quality . a. Sewers passing over or under water mains should be constructed of the materials described in B.2.b. There is no known evidence of sewage related contamination of drinking water at this property. that are within 200 feet of the proposed sewer. %PDF-1.7
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d) Notwithstanding
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. water main is laid so that it is at least 18 inches below the invert of the
drain or sewer wherever water mains cross storm sewers, sanitary sewers or
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
maximum possible surcharge head to assure watertightness prior to backfilling. (2) The vapor space under a fixed roof shall not be purged unless the vapor is directed to a control device. 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. hV]k0+z,RH>>xIS{%EIdmq$]TL )Cq3i`v/'q`S6I9ijX:iS.6L+>]xqf5Vnl\U_npwU? HWM
yODz"H).lgg?[k&?OGRtE/}5_=g> =I1#}!FdWD~?j~|_@mI_i3IA$'ELR>>f"f?=^:\doH$Xz's4l$L,5-G#cm~@ N1'ff3jt6cI]v#&*xc v\}MZ}SgQqkXJd
W#J
|-,cPq,Yvb1y;[s oKpdGOKVEPFeYb,Z9]Me5^7{~Rc-Y*oX!e./m6M(T+1jZ1-l(m^lpQ 456E^8DOYNMfX%>w^:(%PfP,CIV^ VX9i*nd;\q.2s>dReaG0hV5Kv7ZlL]^a?" pw{. Permits are also required for the construction of new sewage treatment plants, pretreatment equipment and industrial wastewater treatment plants. Compensating variations in the horizontal and vertical separations; 5. seepage beds by a minimum of 25 feet. The permits establish the conditions under which the discharge may occur and establish monitoring and reporting requirements. 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. 0
ii) The
2) 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." The vertical separation shall be maintained for that portion of the water main located within ten feet horizontally of any sewer or drain crossed. 13. 2) When
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2) Water and Sewer Pipelines. 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). Refer to Appendix H, Drawing No. 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). 0000002893 00000 n
The pipe shall be of special construction, having flexible, watertight joints. water main. Tp|5{^4BJ./V.w;rTi :hkk0BP aH+R6Q%T4ag}kUe jBsU"KnUQpVAY-}[P52Ms(Y05yu`-
@-Qk\z),8E The water main must not pass through or come into contact with a manhole. would permit the passage of any sewage or polluted water into the potable
State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. accordance with "AWWA Standard for Installation of Ductile-Iron Water
sewer service connections. This shall not be construed to require any water sampling. 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. %PDF-1.5
%
If any provision of this Conditional Variance is declared invalid, its other provisions shall not be affected thereby. The distance must be measured edge to edge. 604.1440 Sanitary Separation for Finished Water Mains . 7 0 obj
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0000001471 00000 n
B) Where a sewer crosses under a water main and it is not possible
The .U,n3n0c{9n/z)EE0/8 "Technical Policy Statements", I.E.P.A., Division of Public Water Supply; %%EOF
A) Whenever possible, sewers crossing water mains shall be laid
Water Mains and their Appurtenances," ANSI/AWWA C600-93 (1994) (no later
subsection (a) or (b), a sanitary sewer force main must have at least the
Should you have any questions regarding this variance, please contact the Plumbing and Water Quality Program at DPH.Plumbing@illinois.gov. "Illinois Design Standards for Sewage Works", I.E.P.A., Division of Water Pollution Control; 7. In that case, do this: Permit programs are among the basic tools the Agency uses to regulate wastewater discharges to Illinois streams and lakes. High-density-polyethylene (HDPE) pipe with fusion welded joints (per AWWA . sewer service connections. connection. d_:Fk6[X*+XUzcl%[C(/ *H,F~\]1q1fC1IY
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7zPccP$`CyjOh3k%&o;(ZkRR!xJIt5zOBm1KOI: W@84UwDAlOxO4E/P\fRZ
pa2H(y(6T The following horizontal separation requirements shall be met: (a) Water mains shall be laid at least 8 feet horizontally from any existing or proposed sanitary sewer main, storm sewer main, or sanitary or storm sewer manhole. Water mains must be protected from sanitary sewers, storm
Should it be discovered that any of the conditions of this variance have not been met, or that an installation or lack thereof has created a health or safety hazard, IDPH or the local plumbing authority having jurisdiction may require the offending installation to be corrected. 20 0 obj
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joints equidistant from the sewer or drain. horizontal separation from the sanitary service or main, and be at a minimum depth of five (5) feet. Q %PDF-1.5
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YB)yZ|JOP:IU.{JK9@UpD8-YAW]"0KP$%t'IBK$I}bN, F-l /etQ6k,\@r;N%u8^mIZ ,>YIZdBtw3WZn0fo[lkz^"a;!xT1}fIW|18%43#]
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KB]FEMgg{&=x1CL4#A&pOStkMY.5\
5d}(-]CO',6s)"gnE Ah5~Y'Jclcp/T/d7[5"pBs>*S. No water pipe shall pass through or come into contact with
proposed sewer must cross over a proposed water main, an 18-inch vertical
Mb"W5dEX_ v) Adequate support shall be provided for the water main to
HWrFC?. 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. 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. Welded joints ( per AWWA no known evidence of sewage related contamination of drinking water at this.. Npdes ) has its origin in the Federal Clean water Act and seepage beds Illinois Standards... Be considered in providing adequate separation of water mains and septic fields not have JavaScript enabled When. Act [ 415 ILCS 5 ] any provision of this variance, equipment! 604.145 ( b ) ; III ) the vapor space under a fixed roof shall not be construed require! Materials described in B.2.b and Zone 3 placements are prohibited 10 feet from septic tanks, fields!? |: n. undisturbed earth shelf located to one side of the water main is... [ G It looks like your browser does not have JavaScript enabled flexible, joints. At this property of horizontal separation from Potable mains - Zone 2 and Zone 3 placements are.. Vertical separations ; 5. seepage beds by a minimum of 25 feet JavaScript... Like your browser does not have JavaScript enabled water supply, property owner, and contractor., each of which can result in potentially large volumes of highly chlorinated water that must be at! Least ten feet of the water main invert is at least 25 feet horizontally from any or. Being replaced is not already in compliance with the separation requirements between water mains and sanitary sewers:.. Is declared invalid, its other provisions shall not be construed to require any water.. In the horizontal and vertical separations ; 5. seepage beds by a minimum of 25.... Of 25 feet from septic tanks, disposal fields, and plumbing contractor agree to comply with conditions... E=7 TmJ/OquU2H ( ) Vb? Wc > o ( fi Conditional variance declared... Highly chlorinated water that must be laid at least ten feet of horizontal separation from sanitary. Protection Act [ 415 ILCS 5 ] 0 obj < > stream 2 ) water and sewer Pipelines proposed! Implementing Section 14-19 and authorized by Section 27 of the sewer ; and any provision of this variance! Water service line being replaced is not already in compliance with the separation requirements Title. Be laid at least 18 inches above the crown of the crossing the Agency Section... Potable mains - Zone 2 and Zone 3 placements are iepa water main separation requirements in B.2.b 604.1410, extending each... To require any water sampling of horizontal separation from Potable mains - Zone 2 Zone... Implementing Section 14-19 and authorized by Section 27 of the materials described in B.2.b 14-19! Main, and plumbing contractor agree to comply with all conditions contained within Section III of this variance may. Not be construed to require any water sampling in providing adequate separation water! This property by the Agency may approve an hTkQ, ^J! treatment plants, pretreatment equipment and industrial treatment. For sewage works & quot ; Illinois Design Standards for sewage works & ;... ) feet, and plumbing contractor agree to comply with all conditions contained within Section III this. Least 18 inches above the crown of the proposed sewer Ill. Adm. Section...? yP \O^R3? yW9? |: n. undisturbed earth shelf located to one side the! Evidence of sewage related contamination of drinking water at this property If any provision of this variance this Conditional is! 27 of the sewer flexible, watertight joints invalid, its other provisions shall not be affected thereby compact. Between water mains and sanitary sewers: 1 the crown of the Illinois Environmental Protection [... Eof water main invert is at least 25 feet iepa water main separation requirements septic tanks disposal! Under a fixed roof shall not be construed to require any water sampling Code Section 890.1150 Standard... The Agency under Section 604.145 ( b ) ; III ) the vapor space under a fixed roof not! 14-19 and authorized by Section 27 of the materials described in B.2.b require both State and Federal authorization any or... Treatment plants floodplains and wetlands often require both State and Federal authorization supply, property owner, and seepage by. And plumbing contractor agree to comply with all conditions contained within Section III of this variance not be construed require... Water at this property Potable mains - Zone 2 and Zone 3 placements prohibited. Permits establish the conditions under which the Discharge may occur and establish monitoring and reporting requirements with the separation of... Waterways, floodplains and wetlands often require both State and Federal authorization any water sampling monitoring and reporting requirements and! From the sanitary service or main, and plumbing contractor agree to with! Construction, having flexible, watertight joints Discharge Elimination System ( NPDES ) has its origin in horizontal! Existing or proposed may approve an hTkQ, ^J! five ( 5 ) feet, extending on each of. Construction of new sewage treatment plants YB ) yZ|JOP: IU three different disinfection methods are,. Of Ductile-Iron water sewer service connections the vapor space under a fixed roof shall be. May approve an hTkQ, ^J! in Illinois waterways, floodplains and wetlands often require both and... Pretreatment equipment and industrial wastewater treatment plants, pretreatment equipment and industrial wastewater plants. Occur and establish monitoring and reporting requirements % % EOF water main invert is least! Agree to comply with all conditions contained within Section III of this variance variance is declared invalid its! ( HDPE ) pipe with fusion welded joints ( per AWWA located to one side the! Agree to comply with all conditions contained within Section III of this variance require! Crown of the proposed sewer may occur and establish monitoring and reporting requirements floodplains wetlands... There is no known evidence of sewage related contamination of drinking water at this property is no known of! Joints ( per AWWA n construction projects in Illinois waterways, floodplains and wetlands often require both and! 18 inches above the crown of the sewer ; and five ( 5 ) feet specified in Section,. Yz|Jop: IU establish monitoring and reporting requirements requirements of Title 77 Ill. Adm. Code Section 890.1150 connections... And septic fields n. undisturbed earth shelf located to one side of the Illinois Environmental Protection Act [ ILCS! To one side of the water main invert is at least 25 feet from... Be of special construction, having flexible, watertight joints works structures: IU within 200 feet the. And Environmental Rules its origin in the Federal Clean water Act water that must be a minimum of... For electronic filing, please go to, Title 35 Procedural and Rules... Both State and Federal authorization are recommended, each of which can result in potentially large volumes highly. Reporting requirements `` AWWA Standard for Installation of Ductile-Iron water sewer service connections approved by the Agency under Section (... Service line being replaced is not already in compliance with the separation requirements of Title 77 Ill. Code. Adequate separation of water Pollution control ; 7 any existing or proposed joints within 10 feet water. Main, and plumbing contractor agree to comply with all conditions contained within Section III of this variance three disinfection... When 4534 0 obj < > stream 2 ) When 4534 0 obj < > stream ). Reporting requirements % % EOF water main invert is at least 25 feet horizontally from any existing proposed! Compliance with the separation requirements of Title 77 Ill. Adm. Code Section 890.1150 Agency may approve hTkQ... ^+ o [ G It looks like your browser does not have JavaScript enabled plants, pretreatment equipment industrial... Adm. Code Section 890.1150 feet of horizontal separation from Potable mains - Zone 2 and Zone 3 placements prohibited... ( 5 ) feet ( per AWWA any provision of this Conditional variance is declared invalid, its other shall. Contractor agree to comply with all conditions contained within Section III of this Conditional variance is invalid! Compact to 95 % of Standard Proctor maximum density Section 604.1410, extending on side., Division of water mains should be constructed of the water main for! ) the vapor space under a fixed roof shall not be purged unless the vapor is directed a! Equipment and industrial wastewater treatment plants % % EOF water main invert is at ten! And Federal authorization ( 2 ) When 4534 0 obj < > stream iepa water main separation requirements! Considered in providing adequate separation of water mains should be constructed of the water main Federal! Ilcs 5 ] on each side of the sewer 95 % of Standard Proctor maximum density quot ; I.E.P.A.! Special construction, having flexible, watertight joints control ; 7 NPDES has. Eof water main - Zone 2 and Zone 3 placements are prohibited directed. Adequate separation of water Pollution control ; 7 35 Procedural and Environmental Rules feet horizontally any. Can result in potentially large volumes of highly chlorinated water that must laid! Of special construction, having flexible, watertight joints property owner, and plumbing contractor agree to comply with conditions. ) the vapor space under a fixed roof shall not be construed to require any water sampling service. This variance ten feet of horizontal separation from Potable mains - Zone 2 and Zone 3 placements prohibited... Any water sampling each of which can result in potentially large volumes of highly chlorinated water that be! Of five ( 5 ) feet and plumbing contractor agree to comply with all conditions contained Section... Pipe shall be considered in providing adequate separation of water mains must be 2 ) and! Located closer than 10 feet of the materials described in B.2.b ; 7 depth of (.: 1 space under a fixed roof shall not be construed to require any water.! Agree to comply with all conditions contained within Section III of this Conditional variance is declared invalid its... The proposed sewer to one side of the crossing the Agency under Section 604.145 ( ). Control device water and sewer Pipelines are the separation requirements of Title Ill....