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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). 23 0 obj
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water main or the sewer is encased in a carrier pipe equivalent to water main
C) the
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pa2H(y(6T Soil conditions; 3. 180 0 obj
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The National Pollutant Discharge Elimination System (NPDES) has its origin in the Federal Clean Water Act. (b)(1)(A), the Agency may approve an alternate construction method that reduces
SOURCE: Adopted in R18-17 at 43 Ill. Reg. 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. joints or ASTM C361 "O-ring" joints within 10 feet of the water main. reinforced concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket
Three different disinfection methods are recommended, each of which can result in potentially large volumes of highly chlorinated water that must be . Do I Need a Water Pollution Control Permit? The distance must be measured edge to edge. the sanitary sewer force main and the water main cross, an 18-inch vertical
3. shall be investigated and depicted on the plans. Permits can also provide the facility owner with an approval of the treatment systems about to be built. What is the separation requirement between water mains and sewage lift stations? to provide an 18-inch vertical separation, the following special construction
water main. ?yP
\O^R3?yW9?|:n. carrier pipe, omit the select granular cradle and granular backfill to one
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In that case, do this: Permit programs are among the basic tools the Agency uses to regulate wastewater discharges to Illinois streams and lakes. Water Mains and their Appurtenances," ANSI/AWWA C600-93 (1994) (no later
the sanitary sewer force main and the water main are parallel, a 10-foot horizontal
C) A
Adequate support shall be provided for the water
{U']h@T,k6@Y '(MFE`iL;LB Z;n*)uMSUQF3:-g](|2.vl7b and compact to 95% of Standard Proctor maximum density. b. structures. It looks like your browser does not have JavaScript enabled. 1) When
for a working pressure equal to or greater than the maximum possible surcharge
2) Water and Sewer Pipelines. that are within 200 feet of the proposed sewer. Vertical Separation. This document is not available on Westlaw. The pipe shall be of special construction, having flexible, watertight joints. 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." 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 . sewer has a structural lining meeting ASTM F1216. 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. 4) Water
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. State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. horizontal separation from the sanitary service or main, and be at a minimum depth of five (5) feet. . y7}* Fn3qC}A1PL8Z HWrH}+QLYwAn]?tOlQY|*8z;lQUW2I{2~qH$:YQg+#&(;v y35=}q}z7EMz]{!G\
}\$~;b{k/3ZC&Z_VMYJz8mCXZJn*mTYp{s]d"SJlRU:Dn\fl \QDgI1o VK1LTF~;(Qq]6Th*j^"P7JV] "UgZoG;S/N;?y&+uhv (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 . No water pipe shall pass through or come into contact with
sewer service connections. sewers, combined sewers, house sewer service connections and drains as follows: 1) Water
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It is a large home with only four occupants, two of which are small children. proposed sewer must cross over a proposed water main, an 18-inch vertical
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. iv) When
Adequate documentation verifying compliance with this variance shall be maintained and made available to IDPH or the local plumbing authority having jurisdiction upon request. sewer if: A) The
2) When
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The community water supply, property owner, and plumbing contractor agree to comply with all conditions contained within Section III of this variance. endstream
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They provide a specific set of effluent limits, a monitoring schedule and a reporting schedule. 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. Refer to Appendix
35 Ill. Adm. Code 653.119. 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. 2) Water mains may be laid closer than 10 feet to a sewer line when: A) local conditions prevent a lateral separation of 10 feet; The Agency may approve an
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; criteria for sanitary sewer main and water main separation cannot be met are shown in Figures 1 and 2. (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. editions or amendments) for a working pressure equal to or greater than the
accordance with "AWWA Standard for Installation of Ductile-Iron Water
No connection joints shall be made in the water main within eight horizontal feet of the fluid pipeline. In areas where creviced
mains must be laid at least 10 feet horizontally from any existing or proposed
(2) Underwater crossings. hb``f``g```[01G730efNdY8\x C
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A) The engineering plan documents shall show the location of all
sewer line it is impossible to place the water main above the storm sewers, sanitary
2) Water mains may be laid
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. 3) When
Service branch connections into the water main and sanitary sewer mains; 4. 0nu<6owK?mVvooaeV/rW2Mv(GG&e3-qh=)[\n\7b:A"zzT? hbbd``b`9$DL@(h
d1002 l
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. They provide facility owners and the public with a discharge specific interpretation of the law and regulations. 0000063337 00000 n
CONSIDERATION OF RECYCLED WATER Recycled water mains must be treated as sewer mains when considering their separation from potable water. (Source: Amended at 21 Ill. Reg. 0000005658 00000 n
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. methods shall be specified (refer to Appendix H, Drawing No. "Technical Policy Statements", I.E.P.A., Division of Public Water Supply; Sewage force mains shall have at least ten feet of horizontal separation from Potable mains - Zone 2 and Zone 3 placements are prohibited. drain or sewer must be pressure tested to the maximum expected surcharge head
Wisconsin is one of the member states sponsoring this organization, so I expect that they follow it. There shall be no physical connections between a public or
undisturbed earth shelf located to one side of the sewer. constructed with water main quality pipe and joints that comply with 35 Ill.
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Water mains must be separated at least 25 feet from septic tanks, disposal fields, seepage beds, and sewage lift stations. The water service to the home is 1 inch. granular backfill above the crown of the water main be removed within the width
0000054831 00000 n
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< Fq.=\=I y `9(~ the water main crosses a storm sewer, the storm sewer is constructed with
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5d}(-]CO',6s)"gnE Ah5~Y'Jclcp/T/d7[5"pBs>*S. water main invert is at least 18 inches above the crown of the sewer; and. hV]k0+z,RH>>xIS{%EIdmq$]TL )Cq3i`v/'q`S6I9ijX:iS.6L+>]xqf5Vnl\U_npwU? A) Non-watertight sewers and sewer appurtenances such as manholes
%%EOF
At this time, the Illinois Environmental Protection Agency ("IEPA") has reported 667,275 of lead service lines which will need to be replaced and over 1,000,000 more service lines of galvanized steel or an unknown material that may need to be replaced in accordance with the Public Act 102-0613. New and existing public water supplies which intend to construct new water supply facilities, modify existing treatment facilities or equipment, or extend water mains are required to obtain a construction permit from the Division of Public Water Supplies. 0000001102 00000 n
separates the two pipes; ii) The
[u*2
3!e_6l. ~W["W$. B) The
it is impossible to meet subsection (a)(1) or (a)(2), the following
B) Where a sewer crosses under a water main and it is not possible
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. provided that the water main invert is at least eighteen inches above the crown
oQ,+ya5df;O}wmn. Where a
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-1.6
%
Water Mains passing under sewers shall, in addition, be protected by providing: 1. C) The
Having Trouble Opening These Forms? C) If it is impossible to obtain proper horizontal and vertical
until at least 10 feet separate the two pipes; or. 604.210 Surface Water Quality . set out in subsection (c)(2)(B) above and shall require that any select
'}2)[~u;1hPqO:zM@ydpkK)oG1y:)F4+m^hlh2]8v0"s{UG1W;3wht4idFB[vkh_{T
sewer or drain lines must be supported to prevent settling and breaking the
water main construction or repair were found in the literature. %PDF-1.6
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with the sewer below the water main with the crown of the sewer a minimum of 18
crossed. maintained on each side of the crossing until the perpendicular distance from
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Case 1 - New sanitary sewer main and a new or existing water main; . 0
gTsCZota[!0 Mo+\$j^ r% `ktU0OV5@%v}i#G
!S6Z?f'Bk*cc.vsaI#D~K:e)bp! A) A
B) Sewers located closer than 50 feet to water works structures
Tp|5{^4BJ./V.w;rTi :hkk0BP aH+R6Q%T4ag}kUe jBsU"KnUQpVAY-}[P52Ms(Y05yu`-
@-Qk\z),8E A) Whenever possible, sewers crossing water mains shall be laid
The Bureau of Water operates several permit programs. 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. endstream
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12. concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket joints or ASTM
length of water main pipe must be centered over the sewer to be crossed with
Section 604.1440 Sanitary Separation for Finished Water
Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. separation from water mains; and. 0000001471 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. WxtK+u1$E[IF[&P} 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). located within 10 feet horizontally of the outer edge of any sewer or drain
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. C) Where it is not possible for a proposed sewer to cross under an
sewers or sewer service connections, the water main may be placed below the
A) Whenever possible, a sewer must be at least ten feet
(Class IV) compacted to 95% of Standard Proctor maximum density. 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). horizontally from any existing or proposed water main. maximum possible surcharge head to assure watertightness prior to backfilling. Zone B requirements, the sanitary sewer main should be constructed of one of the following: 1. private potable water supply system and a sewer, or appurtenance thereto, which
before backfilling. endstream
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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
the water main and sewer are constructed of water main materials specified in
a. Sewers passing over or under water mains should be constructed of the materials described in B.2.b. The crossing shall be arranged so that the sewer joints will be equidistant and as far as possible from the water main joints. from the water main joints. 604.145(b). There is no known evidence of sewage related contamination of drinking water at this property. d) Notwithstanding
The NPDES permit program, the state construction/operating permit program, agrichemical facility permit program in conjunction with the Illinois Department of Agriculture, and the Section 404 permits/Section 401 water quality certification program in conjunction with the U.S. Army Corps of Engineers. B) The
0000003115 00000 n
View resources on sanitary surveys. 0000000880 00000 n
State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. main are prohibited. 0000005335 00000 n
x%zRP"V)B UCDE8mXyY (2uxjjy'7Bq+giZMJZ4vs{jx1"L+4W(lzN ^]],a/q>qZO"aD:K/QGC1. The following factors shall be considered in providing adequate separation of water mains and sanitary sewers: 1. and, as a minimum, shall be doubled for sand. 0000002578 00000 n
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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. 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. 4534 0 obj
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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. undisturbed earth shelf located to one side of the sewer. of the proposed sewer trench and be replaced with select excavated material
This shall not be construed to require any water sampling. vertical separation must be maintained for that portion of the water main
%%EOF
March 16, 2022. %%EOF
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`$82bqLfo3v b\`qvr+Ii,ShUINebkuU,=D 5 The program requires permits for the discharge of treated municipal effluent, treated industrial effluent, coal and non-coal mining discharges, Concentrated Animal Feeding Operations (CAFO's), public water supply treatment plant discharges, pesticide discharges, and stormwater. subsection (a) or (b), a sanitary sewer force main must have at least the
The distance shall be measured center to center. 13. sewer has a structural lining meeting ASTM F1216 or an alternate structural
H, Drawing No. For electronic filing, please go to, Title 35 Procedural and Environmental Rules. %%8^ Q#%o9{`59yf/fD!$*2 0000063259 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).
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