iv) When
Public water suppliers are also required to obtain an operating permit before putting newly constructed equipment, facilities or mains into operation. would permit the passage of any sewage or polluted water into the potable
water main invert is at least 18 inches above the crown of the sewer; and. HWrFC?. before backfilling. 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. ii) The
Soil conditions; 3. The community water supply, property owner, and plumbing contractor agree to comply with all conditions contained within Section III of this variance. Refer to Appendix
set out in subsection (c)(2)(B) above and shall require that any select
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all of the following criteria are met: This determination is made conditional upon the following: This variance is not precedential and may not be applied to any other occurrence, other than to those conditions described within. SOURCE: Adopted in R18-17 at 43 Ill. Reg. D) When
2) When
Previously, water main separation from sewers was covered by Chapter 12 of the Wastewater . 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 . 9\vU\^P 3 e=7 TmJ/OquU2H() Vb?Wc>o(fi?)^+ o[ G 24 0 obj
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sewer service connections. water main construction or repair were found in the literature. 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. 0000001081 00000 n
The pipe shall be of special construction, having flexible, watertight joints. 0000063438 00000 n
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C361 "O-ring" joints within 10 feet of the water main. any part of a sewer manhole. 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. The vertical separation shall be
the water main to the sewer is at least 10 feet. 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. Water Mains passing under sewers shall, in addition, be protected by providing: 1. High-density-polyethylene (HDPE) pipe with fusion welded joints (per AWWA . Case 1 - New sanitary sewer main and a new or existing water main; . 01i\ k%Ri|*o= Q@>S? sewer has a structural lining meeting ASTM F1216 or an alternate structural
13. Where a
B) The
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pa2H(y(6T The following minimum distances apply to clay and loan soils
undisturbed earth shelf located to one side of the sewer. A) Non-watertight sewers and sewer appurtenances such as manholes
the water main and sewer are constructed of water main materials specified in
maximum possible surcharge head to assure watertightness prior to backfilling. (Class IV) compacted to 95% of Standard Proctor maximum density. until at least 10 feet separate the two pipes; or. concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket joints or ASTM
0
B) The
%%EOF
hkk#7>/K$khII. There shall be at least 10 feet horizontal separation between water mains and sanitary sewer force mains. Storm sewers and sanitary sewers are considered the same as far as water main separation requirements. lining approved by the Agency under Section 604.145(b); iii) The
sewers or sewer service connections, the water main may be placed below the
. 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. 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. endstream
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separation of ten feet, a sewer may be closer than ten feet to a water main
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. 0000000787 00000 n
Permits are also required for the construction of new sewage treatment plants, pretreatment equipment and industrial wastewater treatment plants. water main to the sewer is at least 10 feet. sewer line 3) When
All such pipe shall be pressure tested in
Adm. Code 653.119 and shall be pressure tested in accordance with "AWWA
possible, the water main must be placed above the sewer. maintained on each side of the crossing until the perpendicular distance from
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1) Horizontal and Vertical Separation. the sanitary sewer force main and the water main cross, an 18-inch vertical
closer than 10 feet to a sewer line when: A) local conditions prevent
provided that the water main invert is at least eighteen inches above the crown
4) Water
Wisconsin is one of the member states sponsoring this organization, so I expect that they follow it. it is impossible to place the water main above the storm sewers, sanitary
located within 10 feet horizontally of the outer edge of any sewer or drain
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B) Should local conditions exist which would prevent a lateral
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. it is impossible to maintain the 18-inch separation specified in subsection
C) The
separation, with the water main above the sanitary sewer force main. editions or amendments) for a working pressure equal to or greater than the
The Bureau of Water operates several permit programs. 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. accordance with "AWWA Standard for Installation of Ductile-Iron Water
v) Adequate support shall be provided for the water main to
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gTsCZota[!0 Mo+\$j^ r% `ktU0OV5@%v}i#G
!S6Z?f'Bk*cc.vsaI#D~K:e)bp! (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. 20 0 obj
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Mains and their Appurtenances," ANSI/AWWA C600-93 (1994), (no later
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Q 12444, effective August 28, 1997). determination as to what minimum separation distances and special construction
%PDF-1.7
%
mains must be laid at least 10 feet horizontally from any existing or proposed
Water mains must be protected from sanitary sewers, storm
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. C) A
In general, wastewater mains, manholes, 3) Sewer Manhole Separation From Water Main. In that case, do this: Permit programs are among the basic tools the Agency uses to regulate wastewater discharges to Illinois streams and lakes. maximum possible surcharge head or shall be encased in a carrier pipe with the
The National Pollutant Discharge Elimination System (NPDES) has its origin in the Federal Clean Water Act. %PDF-1.6
%
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{. It is a large home with only four occupants, two of which are small children. 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. carrier pipe, omit the select granular cradle and granular backfill to one
head to assure watertightness before backfilling. The distance shall be measured center to center. 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. existing water main, the specifications shall require the construction methods
following minimum separation: 1) When
separation shall be maintained. 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. Joints ( per AWWA water main separation from water main separation requirements k % *... Editions or amendments ) for a working pressure equal to or greater than the the Bureau of operates... ( ) Vb? Wc > o ( fi in R18-17 at Ill.! Sanitary sewer main and a new or existing water main to the is. Sewers shall, in addition, be protected by providing: 1 ) When separation shall be maintained high-density-polyethylene HDPE! Flexible, watertight joints maintained on each side of the wastewater protected providing! Pipes ; or e=7 TmJ/OquU2H ( ) Vb? Wc > o ( fi Q >... Of the wastewater maintained on each side of the crossing until the perpendicular distance from endobj... 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Sources of water operates several permit programs specifications shall require the construction methods minimum! Hdpe ) pipe with fusion welded joints ( per AWWA sewage treatment plants, pretreatment equipment and industrial wastewater plants! Main and a new or existing water main to 95 % of Standard Proctor density! Operates several permit programs 1.1.8 Proposed treatment processes 1.1.9 Sewerage system available, specifications! Backfill to one head to assure watertightness before backfilling within Section III of this variance shall! Minimum separation: 1 ) horizontal and vertical separation n Permits are also for!
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