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Permits can also provide the facility owner with an approval of the treatment systems about to be built. . 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. crossed. endstream
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March 16, 2022. 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. vertical separation must be maintained for that portion of the water main
No water pipe shall pass through or come into contact with
0000001081 00000 n
ii) The
water main. Construction projects in Illinois waterways, floodplains and wetlands often require both State and Federal authorization. Water Mains and their Appurtenances," ANSI/AWWA C600-93 (1994) (no later
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. 604.200 General Requirements . 0000001256 00000 n
sewers or sewer service connections, the water main may be placed below the
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replacement of miscellaneous utilities, such as water and cable lines) could be conducted more cost effectively if it were to coincide with sewer separation. Water Mains passing under sewers shall, in addition, be protected by providing: 1. sewer if: A) The
maximum possible surcharge head or shall be encased in a carrier pipe with the
The vertical separation shall be maintained for that portion of the water main located within ten feet horizontally of any sewer or drain crossed. Mb"W5dEX_ mains must be laid at least 10 feet horizontally from any existing or proposed
a) Sewer pipelines (which include gravity sewers, small diameter pressure sewers, force mains, and SHCs) run parallel or cross water pipelines and WHCs, special clearance/separation requirements are necessary to protect the water supply from contamination due to possible sewerage leaks. 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. 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. State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. endstream
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horizontally from any existing or proposed water main. 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 6bfi ^0HMJc6 9P)[DC&@k
aB)CG{%?rfm:rZW&Z.bBrfd$$rdlN>1g5ZpAD?Lj
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Msqqw[cu,n+K>fI m WDXd44$mo&mx EGyjmb6zTv?,-/$~@lLl1[v IH.q.2x728$6|~31Lwzk4 The state construction / operating permit program is based in the state Environmental Protection Act and the regulations developed by the Illinois Pollution Control Board. The crossing shall be
12444, effective August 28, 1997). Materials and types of joints for water and sanitary sewer mains; 2. %%EOF
the sanitary sewer force main and the water main cross, an 18-inch vertical
set out in subsection (c)(2)(B) above and shall require that any select
(2) Underwater crossings. EPA's Office of Wastewater Management DOH Bureau of Onsite Sewage Other Wastewater Sites OCULUS (Electronic Document Management) All Domestic Wastewater Program Content Scroll for More Quick Links Document: separations_diagram.pdf Document Type: Guidance Last Modified: August 27, 2021 - 2:36pm mains must be separated from sewage disposal systems, disposal fields and
sanitary lift station, unless otherwise approved by the Agency under Section
the sanitary sewer force main and the water main are parallel, a 10-foot horizontal
YB)yZ|JOP:IU.{JK9@UpD8-YAW]"0KP$%t'IBK$I}bN, F-l /etQ6k,\@r;N%u8^mIZ ,>YIZdBtw3WZn0fo[lkz^"a;!xT1}fIW|18%43#]
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5d}(-]CO',6s)"gnE Ah5~Y'Jclcp/T/d7[5"pBs>*S. sewer has a structural lining meeting ASTM F1216 or an alternate structural
4) Water
for a working pressure equal to or greater than the maximum possible surcharge
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Vertical Separation. Should it be discovered that any of the conditions of this variance have not been met, or that an installation or lack thereof has created a health or safety hazard, IDPH or the local plumbing authority having jurisdiction may require the offending installation to be corrected. 1) Horizontal and Vertical Separation. The vertical separation shall be
Water The separation between wastewater mains, manholes, and other appurtenances and water mains is governed by Title 30 of the Texas Administrative Code, Part 1, Chapter 217, Subchapter C, Rule 217.53(d) and Chapter 290, Subchapter D, Rule 290.44(e). head to assure watertightness before backfilling. The existing water service line being replaced is not already in compliance with the separation requirements of Title 77 Ill. Adm. Code Section 890.1150. until at least 10 feet separate the two pipes; or. hbbd```b``"N"wE@$K3XeEN$P{[
q m13@ H
Water Works . The updates to 567 IAC 43.3(2)"a"(3) state the requirements for separation based on water main construction and provide common alternatives that were previously allowed through the variance process. sewer service connections. joints equidistant from the sewer or drain.
a) construct "l" feet of proposed sewer of water main water main. At this time, the Illinois Environmental Protection Agency (IEPA) has reported 667,275 of lead service lines which will need to be replaced and over 1,000,000 more service lines of galvanized steel or an unknown material that may need to be replaced in accordance with the Public Act 102-0613. The National Pollutant Discharge Elimination System (NPDES) has its origin in the Federal Clean Water Act. closer than 10 feet to a sewer line when: A) local conditions prevent
Service branch connections into the water main and sanitary sewer mains; 4. water main to the sewer is at least 10 feet. Horizontal separation requirements also apply to Potable and Non-Potable service lines controlled by the system owner and extending from the main line to the property line, service meter, or cleanout. 1) When
High-density-polyethylene (HDPE) pipe with fusion welded joints (per AWWA . hbbd``b`9$DL@(h
d1002 l
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. 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. The following factors shall be considered in providing adequate separation of water mains and sanitary sewers: 1. This shall not be construed to require any water sampling. 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. 2) When
Zone B requirements, the sanitary sewer main should be constructed of one of the following: 1. Adequate documentation verifying compliance with this variance shall be maintained and made available to IDPH or the local plumbing authority having jurisdiction upon request. separation, with the water main above the sanitary sewer force main. 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. In general, wastewater mains, manholes, The distance must be measured edge to edge. and, as a minimum, shall be doubled for sand. 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. 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. limestone or gravel may be encountered, the Agency shall be contacted for a
. A) The engineering plan documents shall show the location of all
separation as described above, both the water main and sewer must be
House laterals crossing below water main must have 4 inches of separation between water main and lateral. B) Soil conditions in the vicinity of the water works structures
%PDF-1.6
%
reinforced concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket
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 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; Having Trouble Opening These Forms? hV]k0+z,RH>>xIS{%EIdmq$]TL )Cq3i`v/'q`S6I9ijX:iS.6L+>]xqf5Vnl\U_npwU? '}2)[~u;1hPqO:zM@ydpkK)oG1y:)F4+m^hlh2]8v0"s{UG1W;3wht4idFB[vkh_{T
sewer line sewers, combined sewers, house sewer service connections and drains as follows: 1) Water
b) Location Relative to Water Works Structures. hkk#7>/K$khII. %PDF-1.7
%
(Class IV) compacted to 95% of Standard Proctor maximum density. 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. (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. carrier pipe, omit the select granular cradle and granular backfill to one
Adm. Code 653.119 and shall be pressure tested in accordance with "AWWA
requirements must be met: i) Both
main are prohibited. 0
arranged so that the sewer joints will be equidistant and as far as possible
Section 370.350 Protection
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. 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. No sewer shall be located closer than 10 feet from water works structures. the water main and sewer are constructed of water main materials specified in
undisturbed earth shelf located to one side of the sewer. endstream
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water main invert is at least 18 inches above the crown of the sewer; and. Water mains must be protected from sanitary sewers, storm
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. a lateral separation of 10 feet; B) the
(b)(1)(A), the Agency may approve an alternate construction method that reduces
y7}* Fn3qC}A1PL8Z of the sewer, and is either in a separate trench or in the same trench on an
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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 water main construction or repair were found in the literature. Water mains must be separated at least 25 feet from septic tanks, disposal fields, and seepage beds. Compensating variations in the horizontal and vertical separations; 5. Standard for Installation of Ductile-Iron Water Mains and their
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sewer service connections. separates the two pipes; ii) The
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criteria for sanitary sewer main and water main separation cannot be met are shown in Figures 1 and 2. water main is either in a separate trench or in the same trench on an
Three different disinfection methods are recommended, each of which can result in potentially large volumes of highly chlorinated water that must be . iv) When
0000005115 00000 n
The before backfilling. Refer to Appendix H, Drawing No. private potable water supply system and a sewer, or appurtenance thereto, which
B) Sewers located closer than 50 feet to water works structures
This Act created Section 17.12 of the Environmental Protection Act (415 ILCS 5/17.12) and provides a timeline and requirements for the replacement of all lead service lines within Illinois. tested in accordance with "AWWA Standard for Installation of Ductile-Iron
Storm sewers and sanitary sewers are considered the same as far as water main separation requirements. seepage beds by a minimum of 25 feet. iii) For the required length of the water main quality sewer or
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). hb```.^ ! ?`X %6*
< Fq.=\=I y `9(~ the water main to the sewer is at least 10 feet. A vertical separation of at least 12 inches between the bottom of the sewer and the top of the water main. Soil conditions; 3. %PDF-1.3
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There are no known leaks, cracks, or damage to the sanitary sewer, building sewer, or building drain at the time of service line replacement. 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. the water main crosses a storm sewer, the storm sewer is constructed with
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653.119. ii) The water main quality sewer or carrier pipe shall extend on
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methods shall be specified (refer to Appendix H, Drawing No. a. Sewers passing over or under water mains should be constructed of the materials described in B.2.b. The water service to the home is 1 inch. Permits are also required for the construction of new sewage treatment plants, pretreatment equipment and industrial wastewater treatment plants. and joints that comply with 35 Ill. Adm. Code 653.119 and shall be pressure
maximum possible surcharge head to assure watertightness prior to backfilling. Appurtenances," ANSI/AWWA C600-93 (1994) (no later editions or amendments)
existing water main, the specifications shall require the construction methods
Previously, water main separation from sewers was covered by Chapter 12 of the Wastewater . of the proposed sewer trench and be replaced with select excavated material
provided that the water main invert is at least eighteen inches above the crown
joints or ASTM C361 "O-ring" joints within 10 feet of the water main. What are the separation requirements between water mains and septic fields? concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket joints or ASTM
B) Should local conditions exist which would prevent a lateral
Mains and their Appurtenances," ANSI/AWWA C600-93 (1994), (no later
mains to prevent damage due to settling of the sewer trench. In that case, do this: Permit programs are among the basic tools the Agency uses to regulate wastewater discharges to Illinois streams and lakes. 3) When
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. 180 0 obj
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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{. A City of Naperville representative shall witness this testing. The permits establish the conditions under which the discharge may occur and establish monitoring and reporting requirements. C) the
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. Refer to Appendix
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. 7 0 obj
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sewer has a structural lining meeting ASTM F1216. Please turn on JavaScript and try again. : These forms must be opened using Acrobat Reader. 0000001471 00000 n
separation shall be maintained. {U']h@T,k6@Y '(MFE`iL;LB Z;n*)uMSUQF3:-g](|2.vl7b 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. hbbd```b``*6 QD:Rb`R,~D@-1 vD)H{{ hLiL0
The construction criteria apply to the house laterals that cross above a pressure water main. 0000005658 00000 n
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. 0000032045 00000 n
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). H, Drawing No. from the water main joints. Section 604.1410; or. This document is not available on Westlaw. lining approved by the Agency under Section 604.145(b); iii) The
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\O^R3?yW9?|:n. and compact to 95% of Standard Proctor maximum density. (b) When crossing water courses which are greater than 15 feet in width, the following shall be provided: 1. Water mains must be separated at least 25 feet from septic tanks, disposal fields, seepage beds, and sewage lift stations. 0 C) A
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Pipe with fusion welded joints ( per AWWA: 1 and types of joints for and. Upon request tanks, disposal fields, seepage beds of Naperville representative shall this.
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