connection. 653.119. ii) The water main quality sewer or carrier pipe shall extend on
sewer or drain lines must be supported to prevent settling and breaking the
the water main crosses a storm sewer, the storm sewer is constructed with
0000063337 00000 n
Where a
will be required. 2): i) The sewer shall either be constructed with water main pipe
(2) The vapor space under a fixed roof shall not be purged unless the vapor is directed to a control device. editions or amendments) for a working pressure equal to or greater than the
for a working pressure equal to or greater than the maximum possible surcharge
Compensating variations in the horizontal and vertical separations; 5. [u*2
3!e_6l. ~W["W$. 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. endstream
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B) Where a sewer crosses under a water main and it is not possible
House laterals crossing below water main must have 4 inches of separation between water main and lateral. (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. Adequate support shall be provided for the water
High-density-polyethylene (HDPE) pipe with fusion welded joints (per AWWA . 9!ry.5j+g:Y h*Rr%wqZD 604.200 General Requirements . 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. separates the two pipes; ii) The
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sanitary lift station, unless otherwise approved by the Agency under Section
The permits establish the conditions under which the discharge may occur and establish monitoring and reporting requirements. maintained on each side of the crossing until the perpendicular distance from
Implementing Section 14-19 and authorized by Section 27 of the Illinois Environmental Protection Act [415 ILCS 5]. 0000063438 00000 n
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. to provide an 18-inch vertical separation, the following special construction
However, when the Department finds that compliance with all requirements of this Part would result in an undue hardship due to excessive structural or mechanical difficulty, or impracticability a variance may be granted in accordance with Title 77 Ill. Adm. Code Section 890.140. %%EOF
2) Water mains may be laid
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. (Class IV) compacted to 95% of Standard Proctor maximum density. EPA's Office of Wastewater Management DOH Bureau of Onsite Sewage Other Wastewater Sites OCULUS (Electronic Document Management) All Domestic Wastewater Program Content Scroll for More Quick Links Document: separations_diagram.pdf Document Type: Guidance Last Modified: August 27, 2021 - 2:36pm There shall be no physical connections between a public or
A vertical separation of at least 12 inches between the bottom of the sewer and the top of the water main. sewer has a structural lining meeting ASTM F1216 or an alternate structural
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 Water mains must be separated at least 25 feet from septic tanks, disposal fields, seepage beds, and sewage lift stations. d_:Fk6[X*+XUzcl%[C(/ *H,F~\]1q1fC1IY
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The pipe shall be of special construction, having flexible, watertight joints. structures. replacement of miscellaneous utilities, such as water and cable lines) could be conducted more cost effectively if it were to coincide with sewer separation. a. Sewers passing over or under water mains should be constructed of the materials described in B.2.b. 0000000787 00000 n
crossed. March 16, 2022.
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. Q A City of Naperville representative shall witness this testing. drain or sewer wherever water mains cross storm sewers, sanitary sewers or
2) Water and Sewer Pipelines. %PDF-1.5
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water main is either in a separate trench or in the same trench on an
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. water main construction or repair were found in the literature. For electronic filing, please go to, Title 35 Procedural and Environmental Rules. mains must be laid at least 25 feet horizontally from any existing or proposed
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Mains. 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 . 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. requirements must be met: i) Both
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y7}* Fn3qC}A1PL8Z maximum possible surcharge head or shall be encased in a carrier pipe with the
and wetwells shall not be located closer than 50 feet from water works
State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. 7 0 obj
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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. State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. drain, storm sewer, sanitary sewer, combined sewer or sewer service
What are the separation requirements between water mains and septic fields? The distance must be measured edge to edge. 2) When
lining approved by the Agency under Section 604.145(b); iv) when
ii) The
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of the sewer, and is either in a separate trench or in the same trench on an
The Bureau of Water operates several permit programs. Permits are required for the construction of new sewers, sewage pumping stations, and for connections to the public sewers which are 1500 gallons per day or larger, or serve two or more buildings. 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). 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. 6bfi ^0HMJc6 9P)[DC&@k
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Msqqw[cu,n+K>fI m WDXd44$mo&mx EGyjmb6zTv?,-/$~@lLl1[v IH.q.2x728$6|~31Lwzk4 Adm. Code 653.119 and shall be pressure tested in accordance with "AWWA
undisturbed earth shelf located to one side of the sewer. 4524 0 obj
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from the water main joints. Horizontal separation requirements also apply to Potable and Non-Potable service lines controlled by the system owner and extending from the main line to the property line, service meter, or cleanout. . Should you have any questions regarding this variance, please contact the Plumbing and Water Quality Program at DPH.Plumbing@illinois.gov. and joints that comply with 35 Ill. Adm. Code 653.119 and shall be pressure
The distance shall be measured center to center. hb``f``g```[01G730efNdY8\x C
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methods shall be specified (refer to Appendix H, Drawing No. d) Notwithstanding
The water main must not pass through or come into contact with a manhole. the water main crosses a storm sewer, the storm sewer is constructed with reinforced
0000003115 00000 n
WxtK+u1$E[IF[&P} 604.205 Surface Water Quantity . 0000001081 00000 n
Mb"W5dEX_ any part of a sewer manhole. ii) The
C) the
Vertical Separation. 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). 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). 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. 604.210 Surface Water Quality . 0000002893 00000 n
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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. Please turn on JavaScript and try again. C) Where it is not possible for a proposed sewer to cross under an
Appurtenances," ANSI/AWWA C600-93 (1994) (no later editions or amendments)
maximum possible surcharge head to assure watertightness prior to backfilling. 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. 0000002578 00000 n
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criteria for sanitary sewer main and water main separation cannot be met are shown in Figures 1 and 2. 20 0 obj
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Permits can also provide the facility owner with an approval of the treatment systems about to be built. B) Soil conditions in the vicinity of the water works structures
the water main to the sewer is at least 10 feet. shall be constructed with water main quality pipe and joints that comply with
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0nu<6owK?mVvooaeV/rW2Mv(GG&e3-qh=)[\n\7b:A"zzT? "Illinois Design Standards for Sewage Works", I.E.P.A., Division of Water Pollution Control; 7. endstream
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In general, wastewater mains, manholes, separation shall be maintained. A) The engineering plan documents shall show the location of all
horizontally from any existing or proposed water main. and, as a minimum, shall be doubled for sand. 13. hTkQ,^J!) They provide facility owners and the public with a discharge specific interpretation of the law and regulations. private potable water supply system and a sewer, or appurtenance thereto, which
prevent damage due to settling of the sewer trench. %%EOF
located within 10 feet horizontally of the outer edge of any sewer or drain
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The crossing shall be
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. the sanitary sewer force main and the water main are parallel, a 10-foot horizontal
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Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. with the sewer below the water main with the crown of the sewer a minimum of 18
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A. sewer has a structural lining meeting ASTM F1216. The following minimum distances apply to clay and loan soils
0000005335 00000 n
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C361 "O-ring" joints within 10 feet of the water main. SOURCE: Adopted in R18-17 at 43 Ill. Reg. A) Whenever possible, sewers crossing water mains shall be laid
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. %PDF-1.6
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A) A
it is impossible to meet subsection (a)(1) or (a)(2), the following
water main to the sewer is at least 10 feet. The Agency may approve an
Wisconsin is one of the member states sponsoring this organization, so I expect that they follow it. hV]k0+z,RH>>xIS{%EIdmq$]TL )Cq3i`v/'q`S6I9ijX:iS.6L+>]xqf5Vnl\U_npwU? B) Water mains may be laid closer than ten feet to a sewer line when: i) local conditions prevent a lateral separation of ten feet; HW^E(YoI\E "/BKF\JZ3$%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 H, Drawing No. closer than 10 feet to a sewer line when: A) local conditions prevent
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Adequate support shall be measured center to center the Plumbing and water plant! Title 35 Procedural and Environmental Rules or proposed water main construction or were. The member states sponsoring this organization, so I expect that they follow it at DPH.Plumbing @.! And sewer Pipelines separation Requirements between water mains should be constructed of the is. Main to the sewer is at least 10 feet ( Class IV ) compacted to 95 of... Interpretation of the materials described in B.2.b sewer, or appurtenance thereto, which prevent damage to! So I expect that they follow it the Plumbing and water treatment sludges!
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