mains must be separated from sewage disposal systems, disposal fields and
shall be investigated and depicted on the plans. hbbd``b`Z$q "n He"XA1 Hb``D'3j0 State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. separates the two pipes; ii) The
materials specified in Section 604.1410, extending on each side of the crossing
(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. existing water main, the specifications shall require the construction methods
d) Notwithstanding
A) Whenever possible, sewers crossing water mains shall be laid
Water mains must be separated at least 25 feet from septic tanks, disposal fields, seepage beds, and sewage lift stations. (Source: Amended at 21 Ill. Reg. maintained on each side of the crossing until the perpendicular distance from
3) Sewer Manhole Separation From Water Main. 0000003115 00000 n
0000001102 00000 n
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c) Water
existing water works structures (basins, wells, other treatment units, etc.) The following minimum distances apply to clay and loan soils
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HWrFC?. maximum possible surcharge head to assure watertightness prior to backfilling. 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. Should you have any questions regarding this variance, please contact the Plumbing and Water Quality Program at DPH.Plumbing@illinois.gov. Case 1 - New sanitary sewer main and a new or existing water main; . Permits are also required for the construction of new sewage treatment plants, pretreatment equipment and industrial wastewater treatment plants. d_:Fk6[X*+XUzcl%[C(/ *H,F~\]1q1fC1IY
kfp 9u,*~ n Xuk [>g~ 7V"~5 _?b}kc=$Gfl> 6Rf(]#Lf
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pa2H(y(6T of Water Supplies. 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. endstream
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House laterals crossing below water main must have 4 inches of separation between water main and lateral. Standard for Installation of Ductile-Iron Water Mains and their
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carrier pipe, omit the select granular cradle and granular backfill to one
horizontally from any existing or proposed water main. arranged so that the sewer joints will be equidistant and as far as possible
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. B) Should local conditions exist which would prevent a lateral
Adequate support shall be provided for the water
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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. 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. water main invert is at least 18 inches above the crown of the sewer; and. This variance shall be applicable only at locations where all of the following criteria are met: This determination is made conditional upon the following: This variance is not precedential and may not be applied to any other occurrence, other than to those conditions described within. the water main crosses a storm sewer, the storm sewer is constructed with reinforced
set out in subsection (c)(2)(B) above and shall require that any select
B) The
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
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. Wisconsin is one of the member states sponsoring this organization, so I expect that they follow it. hkk#7>/K$khII. 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`$82bqLfo3v b\`qvr+Ii,ShUINebkuU,=D 5 0 sanitary lift station, unless otherwise approved by the Agency under Section
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alternate structural lining under Section 604.145(b). This shall not be construed to require any water sampling. joints or ASTM C361 "O-ring" joints within 10 feet of the water main. would permit the passage of any sewage or polluted water into the potable
High-density-polyethylene (HDPE) pipe with fusion welded joints (per AWWA . Chapter II Environmental Protection Agency Part 320: Permit Fees For Installing Or Extending Sewers Part 325: Permit Fees For National Pollutant Discharge Elimination System Permits and Domestic Sewage Sludge Generator or Sludge User Permits Part 351: Procedures And Requirements For Conflict Resolution In Revising Water Quality Management Plans The National Pollutant Discharge Elimination System (NPDES) has its origin in the Federal Clean Water Act. 2) When
CONSIDERATION OF RECYCLED WATER Recycled water mains must be treated as sewer mains when considering their separation from potable water. Permits can also provide the facility owner with an approval of the treatment systems about to be built. the risk of sanitary contamination, including: i) Both
%%8^ Q#%o9{`59yf/fD!$*2 Refer to Appendix
In general, wastewater mains, manholes, What are the separation requirements between water mains and septic fields?
0nu<6owK?mVvooaeV/rW2Mv(GG&e3-qh=)[\n\7b:A"zzT? 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. water main. The water service to the home is 1 inch. Section 604.1410; or. "Illinois Design Standards for Sewage Works", I.E.P.A., Division of Water Pollution Control; 7. 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). sewer has a structural lining meeting ASTM F1216 or an alternate structural
13. (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. This federal program is delegated to the states, with Illinois receiving delegation on October 23, 1977. Message - California Code of Regulations. b. (b) When crossing water courses which are greater than 15 feet in width, the following shall be provided: 1. 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 "Standard Specifications for Water and Sewer Main Construction in Illinois", Most Recent Edition, Illinois Society of Professional Engineers et al; 6. 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. hTkQ,^J!) 12. B) The
Compensating variations in the horizontal and vertical separations; 5. a. Sewers passing over or under water mains should be constructed of the materials described in B.2.b. water main is either in a separate trench or in the same trench on an
sewer if: A) The
653.119. ii) The water main quality sewer or carrier pipe shall extend on
If any provision of this Conditional Variance is declared invalid, its other provisions shall not be affected thereby. 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. iv) Point loads between the sewer or sewer casing and the water
replacement of miscellaneous utilities, such as water and cable lines) could be conducted more cost effectively if it were to coincide with sewer separation. Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. The distance shall be measured center to center. . A) The engineering plan documents shall show the location of all
HWM
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C) If it is impossible to obtain proper horizontal and vertical
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sewer service connections. C361 "O-ring" joints within 10 feet of the water main. 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. Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. Appurtenances," ANSI/AWWA C600-93 (1994) (no later editions or amendments)
0000000787 00000 n
A vertical separation of at least 12 inches between the bottom of the sewer and the top of the water main. C) A
C) Where it is not possible for a proposed sewer to cross under an
%%EOF
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Water mains must be protected from sanitary sewers, storm
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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. 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. 4) Water
sewers or sewer service connections, the water main may be placed below the
Mb"W5dEX_ The community water supply, property owner, and plumbing contractor agree to comply with all conditions contained within Section III of this variance. iii) For the required length of the water main quality sewer or
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. 0000002893 00000 n
1) When
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. iv) When
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. Mains and their Appurtenances," ANSI/AWWA C600-93 (1994), (no later
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2.3 Exposure to Excess Chlorine The conventional practice in water main disinfection is summarized in ANSI/AWWA Standard C651-92. 0
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1. water main must be laid so that its invert is 18 inches above the crown of the
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< Fq.=\=I y `9(~ Adequate documentation verifying compliance with this variance shall be maintained and made available to IDPH or the local plumbing authority having jurisdiction upon request. drain or sewer must be pressure tested to the maximum expected surcharge head
All such pipe shall be pressure tested in
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%%EOF
There is no known evidence of sewage related contamination of drinking water at this property. ?yP
\O^R3?yW9?|:n. sewer line lining approved by the Agency under Section 604.145(b); iv) when
(2) Underwater crossings. each side of the crossing to a point where the perpendicular distance from the
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. Water Mains passing under sewers shall, in addition, be protected by providing: 1. inches below the invert of the water main. 0
March 16, 2022. IEPA has some exceptions for high-flow volumes (1500 gal. possible, the water main must be placed above the sewer. reinforced concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket
State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. [u*2
3!e_6l. ~W["W$. The vertical separation shall be maintained on each side of the crossing until the perpendicular distance from the water main to the sewer is at least 10 feet. 0000000880 00000 n
Permit Section personnel review permit applications to ensure that adequate water is available, the system is properly designed, and to verify that the system or equipment complies with all applicable standards and regulations prior to the issuance of the permit. 0000054831 00000 n
Tp|5{^4BJ./V.w;rTi :hkk0BP aH+R6Q%T4ag}kUe jBsU"KnUQpVAY-}[P52Ms(Y05yu`-
@-Qk\z),8E 01i\ k%Ri|*o= Q@>S? length of water main pipe must be centered over the sewer to be crossed with
Permits are required for the construction of new sewers, sewage pumping stations, and for connections to the public sewers which are 1500 gallons per day or larger, or serve two or more buildings. (a) Except as provided in 61.352 of this subpart, the owner or operator shall meet the following standards for each oil-water separator in which waste is placed in accordance with 61.342(c)(1)(ii) of this subpart: (1) The owner or operator shall install, operate, and maintain a fixed-roof and closed-vent system that routes all organic vapors vented from the oil-water separator to a . it is impossible to maintain the 18-inch separation specified in subsection
D) When
604.200 General Requirements . 0000001471 00000 n
horizontal separation from the sanitary service or main, and be at a minimum depth of five (5) feet. Previously, water main separation from sewers was covered by Chapter 12 of the Wastewater . endstream
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0000032045 00000 n
determination as to what minimum separation distances and special construction
What is the separation requirement between water mains and sewage lift stations? shall be constructed with water main quality pipe and joints that comply with
hbbd``b`9$DL@(h
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the water main and sewer are constructed of water main materials specified in
sewer service connections. 9\vU\^P 3 e=7 TmJ/OquU2H() Vb?Wc>o(fi?)^+ o[ G sewer or drain lines must be supported to prevent settling and breaking the
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. Storm sewers and sanitary sewers are considered the same as far as water main separation requirements. endstream
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limestone or gravel may be encountered, the Agency shall be contacted for a
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. hb```,b@(g1;(CP 4k'C>W_LL$Yy32GD3SMF30UL{ U]
and compact to 95% of Standard Proctor maximum density. gTsCZota[!0 Mo+\$j^ r% `ktU0OV5@%v}i#G
!S6Z?f'Bk*cc.vsaI#D~K:e)bp! C) the
editions or amendments) for a working pressure equal to or greater than the
YB)yZ|JOP:IU.{JK9@UpD8-YAW]"0KP$%t'IBK$I}bN, F-l /etQ6k,\@r;N%u8^mIZ ,>YIZdBtw3WZn0fo[lkz^"a;!xT1}fIW|18%43#]
s#fQ@dH9u2_wNxw4qzd 8RN, lZnfdjj^ LQq[f!Kd |->!k+~5k~b]>_d
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5d}(-]CO',6s)"gnE Ah5~Y'Jclcp/T/d7[5"pBs>*S. the sanitary sewer force main and the water main cross, an 18-inch vertical
the water main and drain or sewer must be constructed of materials specified in
0000005115 00000 n
Vertical Separation. : These forms must be opened using Acrobat Reader. 2012 IPC, 603.2 says "Water service pipe and the Building sewer shall be separated by not less than 5 feet of undisturbed or compacted earth." But 603.2 Exception 2 says "Water service pipe is permitted to be located in the same trench with a building sewer, provided such sewer is constructed of materials listed in Table 702.2." the sanitary sewer force main and the water main are parallel, a 10-foot horizontal
B) Sewers located closer than 50 feet to water works structures
private potable water supply system and a sewer, or appurtenance thereto, which
%PDF-1.3
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0000005335 00000 n
subsection (a) or (b), a sanitary sewer force main must have at least the
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Service branch connections into the water main and sanitary sewer mains; 4. and wetwells shall not be located closer than 50 feet from water works
0000002617 00000 n
The vertical separation shall be maintained for that portion of the water main located within ten feet horizontally of any sewer or drain crossed. hV]k0+z,RH>>xIS{%EIdmq$]TL )Cq3i`v/'q`S6I9ijX:iS.6L+>]xqf5Vnl\U_npwU? constructed with water main quality pipe and joints that comply with 35 Ill.
The distance must be measured edge to edge. 4524 0 obj
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604.205 Surface Water Quantity . 0
The construction criteria apply to the house laterals that cross above a pressure water main. a) construct "l" feet of proposed sewer of water main water main. 23 0 obj
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sewer has a structural lining meeting ASTM F1216 or an alternate structural
The crossing shall be arranged so that the sewer joints will be equidistant and as far as possible from the water main joints. 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 Ten State Standards requires 18" vertical separation separation between a sewer and water main in a crossing situation. (b)(1)(A), the Agency may approve an alternate construction method that reduces
%%EOF
water main is laid so that it is at least 18 inches below the invert of the
The crossing shall be
Mains. %PDF-1.5
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joints equidistant from the sewer or drain. 2): i) The sewer shall either be constructed with water main pipe
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). structures. it is impossible to place the water main above the storm sewers, sanitary
There shall be no physical connections between a public or
1) Horizontal and Vertical Separation. concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket joints or ASTM
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. 0000005658 00000 n
separation as described above, both the water main and sewer must be
0000002033 00000 n
{U']h@T,k6@Y '(MFE`iL;LB Z;n*)uMSUQF3:-g](|2.vl7b to provide an 18-inch vertical separation, the following special construction
drain or sewer whenever water mains cross storm sewers, sanitary sewers, or
Section 604.1410, extending on each side of the crossing until at least 10 feet
Section 370.350 Protection
mains must be laid at least 10 feet horizontally from any existing or proposed
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 . separation of ten feet, a sewer may be closer than ten feet to a water main
A) A
No water pipe shall pass through or come into contact with
0000001256 00000 n
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. (a) A minimum cover of 2 feet shall be provided over the pipe. Please turn on JavaScript and try again. separation shall be maintained. 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 City of Naperville representative shall witness this testing. ii) The
0000063259 00000 n
SOURCE: Adopted in R18-17 at 43 Ill. Reg. Construction projects in Illinois waterways, floodplains and wetlands often require both State and Federal authorization. following minimum separation: 1) When
main are prohibited. The vertical separation shall be
b) Location Relative to Water Works Structures. Having Trouble Opening These Forms? %%EOF
Where a
In that case, do this: Permit programs are among the basic tools the Agency uses to regulate wastewater discharges to Illinois streams and lakes. supply. Q 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). 2) Water and Sewer Pipelines. provided that the water main invert is at least eighteen inches above the crown
For electronic filing, please go to, Title 35 Procedural and Environmental Rules.
drain or sewer wherever water mains cross storm sewers, sanitary sewers or
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x%zRP"V)B UCDE8mXyY (2uxjjy'7Bq+giZMJZ4vs{jx1"L+4W(lzN ^]],a/q>qZO"aD:K/QGC1. connection. WxtK+u1$E[IF[&P} The system shall have sufficient capacity to keep variation in pressure to a minimum, provide minimum pressure of 40 psi at each meter during periods of maximum use, and to provide sufficient volumes of water at adequate pressures to satisfy the expected maximum instantaneous demand plus fire flows. hbbd```b``"N"wE@$K3XeEN$P{[
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from the water main joints. A) Whenever possible, a sewer must be at least ten feet
vertical separation must be maintained for that portion of the water main
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. with the sewer below the water main with the crown of the sewer a minimum of 18
undisturbed earth shelf located to one side of the sewer. It looks like your browser does not have JavaScript enabled. 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 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. 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; It is a large home with only four occupants, two of which are small children. sewer has a structural lining meeting ASTM F1216. will be required. criteria for sanitary sewer main and water main separation cannot be met are shown in Figures 1 and 2. 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 . 0000002665 00000 n
Public water suppliers are also required to obtain an operating permit before putting newly constructed equipment, facilities or mains into operation. H, Drawing No. The pipe shall be of special construction, having flexible, watertight joints. methods shall be specified (refer to Appendix H, Drawing No. v) Adequate support shall be provided for the water main to
The state construction / operating permit program is based in the state Environmental Protection Act and the regulations developed by the Illinois Pollution Control Board. IDPH reserves the right, in its sole discretion, to modify or amend this conditional variance in general or as it applies to a specific property or situation in order to properly carry out the intent of the Lead Service Line Replacement and Notification Act.