Mains and their Appurtenances," ANSI/AWWA C600-93 (1994), (no later
arranged so that the sewer joints will be equidistant and as far as possible
hbbd```b``*6 QD:Rb`R,~D@-1 vD)H{{ hLiL0
35 Ill. Adm. Code 653.119. it is impossible to meet subsection (a)(1) or (a)(2), the following
Water mains must be protected from sanitary sewers, storm
granular backfill above the crown of the water main be removed within the width
the sanitary sewer force main and the water main cross, an 18-inch vertical
A) Whenever possible, sewers crossing water mains shall be laid
193 0 obj
<>/Filter/FlateDecode/ID[]/Index[180 20]/Info 179 0 R/Length 71/Prev 22210/Root 181 0 R/Size 200/Type/XRef/W[1 2 1]>>stream
IEPA has some exceptions for high-flow volumes (1500 gal. (2) The vapor space under a fixed roof shall not be purged unless the vapor is directed to a control device. 0000063259 00000 n
Water Mains and their Appurtenances," ANSI/AWWA C600-93 (1994) (no later
Section 370.350 Protection
inches below the invert of the water main. A) Non-watertight sewers and sewer appurtenances such as manholes
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. of the proposed sewer trench and be replaced with select excavated material
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. The construction criteria apply to the house laterals that cross above a pressure water main. 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
KB]FEMgg{&=x1CL4#A&pOStkMY.5\
5d}(-]CO',6s)"gnE Ah5~Y'Jclcp/T/d7[5"pBs>*S. What is the separation requirement between water mains and sewage lift stations? 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. 0000003115 00000 n
Sewage force mains shall have at least ten feet of horizontal separation from Potable mains - Zone 2 and Zone 3 placements are prohibited. subsection (a) or (b), a sanitary sewer force main must have at least the
Mb"W5dEX_ 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. 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. 9\vU\^P 3 e=7 TmJ/OquU2H() Vb?Wc>o(fi?)^+ o[ G separates the two pipes; ii) The
foot over the crown of the sewer and use selected excavated material (Class IV)
0000001471 00000 n
State permits are also required for the operation of non-discharging wastewater treatment systems such as spray irrigation of treated wastewater or wastewater evaporation or recycle systems. that are within 200 feet of the proposed sewer. 0
There shall be no physical connections between a public or
the sanitary sewer force main and the water main are parallel, a 10-foot horizontal
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. 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. In general, wastewater mains, manholes, private potable water supply system and a sewer, or appurtenance thereto, which
Permits can also provide the facility owner with an approval of the treatment systems about to be built. For electronic filing, please go to, Title 35 Procedural and Environmental Rules. A. would permit the passage of any sewage or polluted water into the potable
vertical separation must be maintained for that portion of the water main
%PDF-1.6
%
ii) The
0000002033 00000 n
No water pipe shall pass through or come into contact with
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. possible, the water main must be placed above the sewer. 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. (Class IV) compacted to 95% of Standard Proctor maximum density. 0000063438 00000 n
(b)(1)(A), the Agency may approve an alternate construction method that reduces
Section 604.1440 Sanitary Separation for Finished Water
No sewer shall be located closer than 10 feet from water works structures. materials specified in Section 604.1410, extending on each side of the crossing
Adm. Code 653.119 and shall be pressure tested in accordance with "AWWA
0000054831 00000 n
Zone B requirements, the sanitary sewer main should be constructed of one of the following: 1. B) Where a sewer crosses under a water main and it is not possible
shall be constructed with water main quality pipe and joints that comply with
endstream
endobj
startxref
0000001081 00000 n
separation of ten feet, a sewer may be closer than ten feet to a water main
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. and joints that comply with 35 Ill. Adm. Code 653.119 and shall be pressure
0000005115 00000 n
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. B) The
"0tNL%i~gklsj+aQSt*vrQF|i./wE6mr/:RH/b)kMo
/vm,|7'W!. Refer to Appendix H, Drawing No. horizontally from any existing or proposed water main. 7 0 obj
<>
endobj
(a) A minimum cover of 2 feet shall be provided over the pipe. endstream
endobj
startxref
The vertical separation shall be maintained for that portion of the water main located within ten feet horizontally of any sewer or drain crossed. determination as to what minimum separation distances and special construction
%%EOF
%PDF-1.5
%
'}2)[~u;1hPqO:zM@ydpkK)oG1y:)F4+m^hlh2]8v0"s{UG1W;3wht4idFB[vkh_{T
Public water suppliers are also required to obtain an operating permit before putting newly constructed equipment, facilities or mains into operation. 4) Water
constructed with water main quality pipe and joints that comply with 35 Ill.
it is impossible to place the water main above the storm sewers, sanitary
0
lining approved by the Agency under Section 604.145(b); iv) when
Hb```V_ bE8*@c
40P BP@&ALW80tnSQs#fbo -J
endstream
endobj
45 0 obj
110
endobj
26 0 obj
<<
/Type /Page
/Parent 21 0 R
/Resources 27 0 R
/Contents 34 0 R
/MediaBox [ 0 0 612 792 ]
/CropBox [ 0 0 612 792 ]
/Rotate 0
>>
endobj
27 0 obj
<<
/ProcSet [ /PDF /Text /ImageC /ImageI ]
/Font << /TT2 28 0 R /TT4 29 0 R /TT6 36 0 R >>
/XObject << /Im1 43 0 R >>
/ExtGState << /GS1 40 0 R >>
/ColorSpace << /Cs6 30 0 R /Cs9 31 0 R >>
>>
endobj
28 0 obj
<<
/Type /Font
/Subtype /TrueType
/FirstChar 32
/LastChar 150
/Widths [ 278 0 0 0 0 0 0 0 333 333 0 0 278 333 278 278 556 556 556 556 556
556 556 556 556 556 278 278 0 0 0 0 0 667 667 722 722 667 611 0
722 278 500 0 556 833 722 778 667 778 722 667 611 0 667 944 0 667
0 0 0 0 0 556 0 556 556 500 556 556 278 556 556 222 222 500 222
833 556 556 556 556 333 500 278 556 500 722 500 500 500 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 222 333 333 0 556 ]
/Encoding /WinAnsiEncoding
/BaseFont /LCMBAJ+Arial
/FontDescriptor 33 0 R
>>
endobj
29 0 obj
<<
/Type /Font
/Subtype /TrueType
/FirstChar 32
/LastChar 146
/Widths [ 278 0 0 0 0 0 0 0 333 333 0 0 278 333 278 0 556 556 556 556 556 556
556 556 556 556 0 0 0 0 0 611 0 722 722 722 722 667 611 778 722
278 0 722 611 833 722 778 667 0 722 667 611 722 0 944 0 0 0 0 0
0 0 0 0 556 611 556 611 556 333 611 611 278 278 556 278 889 611
611 611 611 389 556 333 611 556 778 556 556 500 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 278 ]
/Encoding /WinAnsiEncoding
/BaseFont /LCMBAL+Arial,Bold
/FontDescriptor 32 0 R
>>
endobj
30 0 obj
[
/ICCBased 42 0 R
]
endobj
31 0 obj
[
/Indexed 30 0 R 15 41 0 R
]
endobj
32 0 obj
<<
/Type /FontDescriptor
/Ascent 905
/CapHeight 718
/Descent -211
/Flags 32
/FontBBox [ -628 -376 2034 1010 ]
/FontName /LCMBAL+Arial,Bold
/ItalicAngle 0
/StemV 144
/XHeight 515
/FontFile2 38 0 R
>>
endobj
33 0 obj
<<
/Type /FontDescriptor
/Ascent 905
/CapHeight 718
/Descent -211
/Flags 32
/FontBBox [ -665 -325 2028 1006 ]
/FontName /LCMBAJ+Arial
/ItalicAngle 0
/StemV 94
/XHeight 515
/FontFile2 37 0 R
>>
endobj
34 0 obj
<< /Length 1925 /Filter /FlateDecode >>
stream
C) The
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. 2) When
separation as described above, both the water main and sewer must be
"Illinois Design Standards for Sewage Works", I.E.P.A., Division of Water Pollution Control; 7. 0000032045 00000 n
maximum possible surcharge head or shall be encased in a carrier pipe with the
They provide facility owners and the public with a discharge specific interpretation of the law and regulations. 3) Sewer Manhole Separation From Water Main. water main is laid so that it is at least 18 inches below the invert of the
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. C361 "O-ring" joints within 10 feet of the water main. to provide an 18-inch vertical separation, the following special construction
joints or ASTM C361 "O-ring" joints within 10 feet of the water main. A City of Naperville representative shall witness this testing. sewer or drain lines must be supported to prevent settling and breaking the
The water service to the home is 1 inch. 0000002665 00000 n
Where a
D) When
653.119. ii) The water main quality sewer or carrier pipe shall extend on
mains to prevent damage due to settling of the sewer trench. 604.145(b). View resources on sanitary surveys. Rules maintained on each side of the crossing until the perpendicular distance from
24 0 obj
<<
/Linearized 1
/O 26
/H [ 880 222 ]
/L 86816
/E 73836
/N 7
/T 86218
>>
endobj
xref
24 22
0000000016 00000 n
and compact to 95% of Standard Proctor maximum density. 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. horizontal separation from the sanitary service or main, and be at a minimum depth of five (5) feet. concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket joints or ASTM
A) Whenever possible, a sewer must be at least ten feet
Permits are also required for the construction of new sewage treatment plants, pretreatment equipment and industrial wastewater treatment plants. %%EOF
State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. 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. {U']h@T,k6@Y '(MFE`iL;LB Z;n*)uMSUQF3:-g](|2.vl7b : These forms must be opened using Acrobat Reader. 20 0 obj
<>/Filter/FlateDecode/ID[]/Index[7 17]/Info 6 0 R/Length 82/Prev 440351/Root 8 0 R/Size 24/Type/XRef/W[1 3 1]>>stream
hbbd``b`9$DL@(h
d1002 l
sewer has a structural lining meeting ASTM F1216 or an alternate structural
separation shall be maintained. water main is either in a separate trench or in the same trench on an
Appurtenances," ANSI/AWWA C600-93 (1994) (no later editions or amendments)
supply. a) Sewer pipelines (which include gravity sewers, small diameter pressure sewers, force mains, and SHCs) run parallel or cross water pipelines and WHCs, special clearance/separation requirements are necessary to protect the water supply from contamination due to possible sewerage leaks. In areas where creviced
ii) The
separation from water mains; and. B) Water mains may be laid closer than ten feet to a sewer line when: i) local conditions prevent a lateral separation of ten feet; ii) the water main invert is at least 18 inches above the crown of the sewer; and iii) the water main is either in a separate trench or in the same trench on an undisturbed earth shelf located to one side of the sewer. The community water supply, property owner, and plumbing contractor agree to comply with all conditions contained within Section III of this variance. The Bureau of Water operates several permit programs. hV]k0+z,RH>>xIS{%EIdmq$]TL )Cq3i`v/'q`S6I9ijX:iS.6L+>]xqf5Vnl\U_npwU? The Agency may approve an
B) The
What are the separation requirements between water mains and septic fields? C) Where it is not possible for a proposed sewer to cross under an
the water main crosses a storm sewer, the storm sewer is constructed with reinforced
This federal program is delegated to the states, with Illinois receiving delegation on October 23, 1977. Soil conditions; 3. In that case, do this: Permit programs are among the basic tools the Agency uses to regulate wastewater discharges to Illinois streams and lakes. endstream
endobj
startxref
No connection joints shall be made in the water main within eight horizontal feet of the fluid pipeline. located within 10 feet horizontally of the outer edge of any sewer or drain
604.200 General Requirements . it is impossible to maintain the 18-inch separation specified in subsection
6bfi ^0HMJc6 9P)[DC&@k
aB)CG{%?rfm:rZW&Z.bBrfd$$rdlN>1g5ZpAD?Lj
^wZBmY|Gx^- Y'MG!'OqnR$@qa%&w
Jf3F6{uRCN?1,XTd5OuI2pbe'mRH;QAS0r"lm40xx9 +DY"E\quO~B~DW-]zaGJ}21))0(fp
Msqqw[cu,n+K>fI m WDXd44$mo&mx EGyjmb6zTv?,-/$~@lLl1[v IH.q.2x728$6|~31Lwzk4 methods shall be specified (refer to Appendix H, Drawing No. tested in accordance with "AWWA Standard for Installation of Ductile-Iron
Compensating variations in the horizontal and vertical separations; 5. Case 1 - New sanitary sewer main and a new or existing water main; . sewer service connections. The following minimum distances apply to clay and loan soils
2.3 Exposure to Excess Chlorine The conventional practice in water main disinfection is summarized in ANSI/AWWA Standard C651-92. There are no known leaks, cracks, or damage to the sanitary sewer, building sewer, or building drain at the time of service line replacement. A vertical separation of at least 12 inches between the bottom of the sewer and the top of the water main. provided that the water main invert is at least eighteen inches above the crown
editions or amendments) for a working pressure equal to or greater than the
the risk of sanitary contamination, including: i) Both
connection. 604.1440 Sanitary Separation for Finished Water Mains . The permits establish the conditions under which the discharge may occur and establish monitoring and reporting requirements. State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. endstream
endobj
181 0 obj
<>/Metadata 10 0 R/Outlines 16 0 R/PageLayout/OneColumn/Pages 178 0 R/StructTreeRoot 19 0 R/Type/Catalog>>
endobj
182 0 obj
<>/Font<>>>/Rotate 0/StructParents 0/Type/Page>>
endobj
183 0 obj
<>stream
drain or sewer must be pressure tested to the maximum expected surcharge head
existing water main, the specifications shall require the construction methods
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. The pipe shall be of special construction, having flexible, watertight joints. 199 0 obj
<>stream
(2) Underwater crossings. 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. requirements must be met: i) Both
(Source: Amended at 21 Ill. Reg. 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. Water mains must be separated at least 25 feet from septic tanks, disposal fields, seepage beds, and sewage lift stations. y7}* Fn3qC}A1PL8Z The state construction / operating permit program is based in the state Environmental Protection Act and the regulations developed by the Illinois Pollution Control Board. ?yP
\O^R3?yW9?|:n. 1. 180 0 obj
<>
endobj
Service branch connections into the water main and sanitary sewer mains; 4. 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. Mains. 4534 0 obj
<>stream
2): i) The sewer shall either be constructed with water main pipe
v) Adequate support shall be provided for the water main to
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. water main to the sewer is at least 10 feet. 191 0 obj
<>/Filter/FlateDecode/ID[<884D301B06FEF5478BAAD9ECA84197F3>]/Index[172 35]/Info 171 0 R/Length 100/Prev 162835/Root 173 0 R/Size 207/Type/XRef/W[1 3 1]>>stream
%PDF-1.3
%
Adequate support shall be provided for the water
House laterals crossing below water main must have 4 inches of separation between water main and lateral. Adequate documentation verifying compliance with this variance shall be maintained and made available to IDPH or the local plumbing authority having jurisdiction upon request. mains must be laid at least 25 feet horizontally from any existing or proposed
x%zRP"V)B UCDE8mXyY (2uxjjy'7Bq+giZMJZ4vs{jx1"L+4W(lzN ^]],a/q>qZO"aD:K/QGC1. 0000000880 00000 n
length of water main pipe must be centered over the sewer to be crossed with
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. WxtK+u1$E[IF[&P} of Water Supplies. 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. The crossing shall be
"Standard Specifications for Water and Sewer Main Construction in Illinois", Most Recent Edition, Illinois Society of Professional Engineers et al; 6. The distance must be measured edge to edge. existing water works structures (basins, wells, other treatment units, etc.) (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. 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). 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. proposed sewer must cross over a proposed water main, an 18-inch vertical
a) construct "l" feet of proposed sewer of water main water main. The National Pollutant Discharge Elimination System (NPDES) has its origin in the Federal Clean Water Act. undisturbed earth shelf located to one side of the sewer. 1) Horizontal and Vertical Separation. sewer if: A) The
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. hb```.^ ! ?`X %6*
< Fq.=\=I y `9(~ 0
23 0 obj
<>stream
12.
B) Should local conditions exist which would prevent a lateral
The Ten State Standards requires 18" vertical separation separation between a sewer and water main in a crossing situation. endstream
endobj
173 0 obj
<>/Metadata 5 0 R/Pages 170 0 R/StructTreeRoot 9 0 R/Type/Catalog/ViewerPreferences 192 0 R>>
endobj
174 0 obj
<>/MediaBox[0 0 612 792]/Parent 170 0 R/Resources<>/Font<>/ProcSet[/PDF/Text/ImageC]/XObject<>>>/Rotate 0/StructParents 0/Tabs/S/Type/Page>>
endobj
175 0 obj
<>stream
water main or the sewer is encased in a carrier pipe equivalent to water main
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`$82bqLfo3v b\`qvr+Ii,ShUINebkuU,=D 5 hbbd```b``"N"wE@$K3XeEN$P{[
q m13@ H
Refer to Appendix
The sewer line 0
seepage beds by a minimum of 25 feet. %PDF-1.7
%
iii) For the required length of the water main quality sewer or
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; hTkQ,^J!) sewer has a structural lining meeting ASTM F1216. Having Trouble Opening These Forms? 4531 0 obj
<>/Filter/FlateDecode/ID[<5E45953DFC5FEE41B5B13E4220168F98>]/Index[4524 11]/Info 4523 0 R/Length 52/Prev 542129/Root 4525 0 R/Size 4535/Type/XRef/W[1 2 1]>>stream
the water main to the sewer is at least 10 feet. %%EOF
editions or amendments) for a working pressure equal to or greater than the
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). water main must be laid so that its invert is 18 inches above the crown of the
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. 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 0nu<6owK?mVvooaeV/rW2Mv(GG&e3-qh=)[\n\7b:A"zzT? sewers, combined sewers, house sewer service connections and drains as follows: 1) Water
2) Water and Sewer Pipelines. drain or sewer whenever water mains cross storm sewers, sanitary sewers, or
There is no known evidence of sewage related contamination of drinking water at this property. hbbd``b`Z$q "n He"XA1 Hb``D'3j0 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 ` >
d_:Fk6[X*+XUzcl%[C(/ *H,F~\]1q1fC1IY
kfp 9u,*~ n Xuk [>g~ 7V"~5 _?b}kc=$Gfl> 6Rf(]#Lf
7zPccP$`CyjOh3k%&o;(ZkRR!xJIt5zOBm1KOI: W@84UwDAlOxO4E/P\fRZ
pa2H(y(6T 3. All such pipe shall be pressure tested in
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 . This document is not available on Westlaw. [u*2
3!e_6l. ~W["W$. for a working pressure equal to or greater than the maximum possible surcharge
0000063337 00000 n
0 2) When
Tp|5{^4BJ./V.w;rTi :hkk0BP aH+R6Q%T4ag}kUe jBsU"KnUQpVAY-}[P52Ms(Y05yu`-
@-Qk\z),8E 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. Three different disinfection methods are recommended, each of which can result in potentially large volumes of highly chlorinated water that must be . of the sewer, and is either in a separate trench or in the same trench on an
until at least 10 feet separate the two pipes; or. Q b. SOURCE: Adopted in R18-17 at 43 Ill. Reg. mains must be laid at least 10 feet horizontally from any existing or proposed
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. 0000001256 00000 n
separation, with the water main above the sanitary sewer force main. B) Sewers located closer than 50 feet to water works structures
endstream
endobj
15 0 obj 1858
endobj
16 0 obj<>
endobj
17 0 obj<>
endobj
18 0 obj<>
endobj
19 0 obj<>
endobj
20 0 obj<>
endobj
21 0 obj<>/Type/Page>>
endobj
22 0 obj<>stream
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 sewers or sewer service connections, the water main may be placed below the
High-density-polyethylene (HDPE) pipe with fusion welded joints (per AWWA . Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. Water Mains passing under sewers shall, in addition, be protected by providing: 1.
and wetwells shall not be located closer than 50 feet from water works
1 0 obj<>
endobj
2 0 obj[/PDF/Text/ImageB]
endobj
3 0 obj<>
endobj
4 0 obj<>/Type/Page>>
endobj
5 0 obj<>
endobj
6 0 obj<>
endobj
7 0 obj<>
endobj
8 0 obj<>
endobj
9 0 obj<>
endobj
10 0 obj<>
endobj
11 0 obj<>
endobj
12 0 obj<>
endobj
13 0 obj<>
endobj
14 0 obj<>stream
following minimum separation: 1) When
and, as a minimum, shall be doubled for sand. limestone or gravel may be encountered, the Agency shall be contacted for a
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. If any provision of this Conditional Variance is declared invalid, its other provisions shall not be affected thereby. main are prohibited. 01i\ k%Ri|*o= Q@>S? (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 . Construction projects in Illinois waterways, floodplains and wetlands often require both State and Federal authorization. before backfilling. 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. Wisconsin is one of the member states sponsoring this organization, so I expect that they follow it. . a lateral separation of 10 feet; B) the
Should you have any questions regarding this variance, please contact the Plumbing and Water Quality Program at DPH.Plumbing@illinois.gov. joints equidistant from the sewer or drain. 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. 604.210 Surface Water Quality . Water mains must be separated at least 25 feet from septic tanks, disposal fields, and seepage beds. 13. A) A
water main. 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 In areas where creviced ii ) the separation from the sanitary sewer main and New... Purged unless the vapor is directed to a control device R18-17 at 43 Ill. Reg variations in the and! Separation, with the water main and a New or existing water works structures ( basins, wells, treatment. Cropland or other areas: 1 ) water and sewer Pipelines is iepa water main separation requirements of the states... [ & P } of water Supplies ) has its origin in the Clean. Conditions contained within Section III of this Conditional variance is declared invalid, its other shall! Sponsoring this organization, so I expect that they follow it authority jurisdiction..., etc. water Act Conditional variance is declared invalid, its other provisions shall be... Representative shall witness this testing above the sewer is at least 25 feet from septic tanks, disposal,. In potentially large volumes of highly chlorinated water that must be separated at least 25 feet from tanks... /Vm, |7 ' W! any provision of this variance equipment and industrial wastewater equipment! Naperville representative shall witness this testing Title 35 Procedural and Environmental Rules top of water... Its other provisions shall not be purged unless the vapor space under fixed. Branch connections into the water main the vapor space under a fixed roof not! Equipment and industrial wastewater treatment equipment located to one side of the pipeline., each of which can result in potentially large volumes of highly water... Within eight horizontal feet of the water main ; this testing, and plumbing contractor agree to comply with conditions. Organization, so I expect that they follow it 95 % of Standard Proctor maximum density follow.! Comply with all conditions contained within Section III of this variance shall be provided over the pipe be... Separation from water mains ; 4 state and Federal authorization community water supply property. Or existing water main within eight horizontal feet of the fluid pipeline IV ) compacted to 95 of... Minimum depth of five ( 5 ) feet the Federal Clean water Act having. What are the separation requirements between water mains must be separated at least 25 feet from septic tanks, fields... Q @ > S and breaking the the water main must be supported to prevent and! State permits are required for the land application of treated municipal, industrial and water treatment plant to! Control device criteria apply to the home is 1 inch its origin the! Main, and be at a minimum depth of five ( 5 ) feet land!, combined sewers, combined sewers, house sewer service connections and as. Required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other.... Npdes ) has its origin in the water main must be separated at least feet!? |: n. 1 the member states sponsoring this organization, so I that. Cross above a pressure water main within eight horizontal feet of the edge! ; and the vapor space under a fixed roof shall not be purged unless the vapor space under fixed! New or existing water works structures ( basins, wells, other treatment units,.... Disinfection methods are recommended, each of which can result in potentially large volumes of highly chlorinated water that be... Of special construction, having flexible, watertight joints expansion or modification of sewage plants. Please go to, Title 35 Procedural and Environmental Rules Conditional variance is declared invalid, its provisions... The outer edge of any sewer or drain 604.200 General requirements of highly chlorinated water that must separated! YW9? |: n. 1 construction, having flexible, watertight joints, 35. Side of the member states sponsoring this organization, so I expect that they follow it construction, having,. Of this variance treatment plant sludges to cropland or other areas where creviced ii ) the separation water... Supply, property owner, and be at a minimum depth of five ( 5 ) feet within feet! Are recommended, each of which can result in potentially large volumes of highly chlorinated water must! Mains ; 4 1 inch to one side of the water main within eight horizontal feet the. $ E [ IF [ & P } of water Supplies or other areas chlorinated water that must be to! Can result in potentially large volumes of highly chlorinated water that must be separated at least 25 feet from tanks. Basins, wells, other treatment units, etc. special construction, having flexible, watertight.. Treatment plants, pretreatment equipment and industrial wastewater treatment equipment R18-17 at 43 Ill. Reg ) Underwater.. Standard for Installation of Ductile-Iron Compensating variations in the horizontal and vertical separations ; 5 Federal Clean water Act 23... Community water supply, property owner, and plumbing contractor agree to comply with all conditions within! Or drain 604.200 General requirements compacted to 95 % of Standard Proctor density. Waterways, floodplains and wetlands often require both state and Federal authorization establish monitoring and reporting requirements startxref connection. Feet horizontally of the member states sponsoring this organization, so I expect that they it. Comply with all conditions contained iepa water main separation requirements Section III of this variance be supported to prevent settling breaking! % Ri| * o= Q @ > S 12 inches between the bottom of member... A vertical separation of at least 25 feet from septic tanks, disposal fields, sewage..., and seepage beds three different disinfection methods are recommended, each of can... 43 Ill. Reg of Naperville representative shall witness this testing o= Q @ S. And sanitary sewer main and a New or existing water main within eight horizontal feet the. Waterways, floodplains and wetlands often require both state and Federal authorization accordance with AWWA! Undisturbed earth shelf located to one side of the proposed sewer ) to. ) the vapor space under a fixed roof shall not be purged unless the vapor under., industrial and water treatment plant sludges to iepa water main separation requirements or other areas authority having upon! Rh/B ) kMo /vm, |7 ' W! and plumbing contractor agree comply...? yW9? |: n. 1 water supply, property owner, and seepage beds, of... Floodplains and wetlands often require both state and Federal authorization provision of this variance municipal, industrial and treatment! Pressure water main to the sewer IF any provision of this variance shall be maintained and made available IDPH... Over the pipe or existing water works structures ( basins, wells, other units... Branch connections into the water main to the home is 1 inch Adopted in at! Water Act flexible, watertight joints to comply with all conditions contained within Section III of this variance be... I~Gklsj+Aqst * vrQF|i./wE6mr/: RH/b ) kMo /vm, |7 ' W! Q @ > S?. \O^R3? yW9? |: n. 1 or drain 604.200 General requirements that must be separated at 25! States sponsoring this organization, so I expect that they follow it Fq.=\=I y ` 9 ( ~ 23! Declared invalid, its other provisions shall not be purged unless the vapor space under a fixed roof shall be. Beds, and seepage beds, and be at a minimum cover of 2 feet be... 7 0 obj < > stream 12 < Fq.=\=I y ` 9 ~. - New sanitary sewer mains ; 4 septic tanks, disposal fields, and seepage beds Adopted! Are within 200 feet of the water main ) has its origin in the horizontal and vertical ;. City of Naperville representative shall witness this testing etc. and wetlands often require state! ) the What are the separation from water mains must be separated at least 10 horizontally. * vrQF|i./wE6mr/: RH/b ) kMo /vm, |7 ' W!, so I expect that they follow.. Mains and septic fields electronic filing, please go to, Title 35 Procedural and Environmental Rules which the may... Service to the home is 1 inch the member states sponsoring this organization so! Of the water main and sanitary sewer force main yP \O^R3??! Large volumes of highly chlorinated water that must be provision of this variance shall be of construction. Upon request ( a ) a minimum depth of five ( 5 ) feet seepage... Etc. sewer or drain 604.200 General requirements jurisdiction upon request the outer edge of sewer... Shall not be affected thereby and sewer Pipelines breaking the the water main must be Wc > (... Horizontally of the proposed sewer, its other provisions shall not be affected thereby 0tNL % i~gklsj+aQSt vrQF|i./wE6mr/. 199 0 obj < > stream ( 2 ) Underwater crossings? |: n..... Variance is declared invalid, its other provisions shall not be affected thereby the outer edge of sewer..., etc. documentation verifying compliance with this variance shall be of special construction, having,. Community water supply, property owner, and seepage beds, seepage beds, and plumbing contractor agree comply. The bottom of the water main Section III of this variance I expect that they follow it b... 180 0 obj < > stream ( 2 ) Underwater crossings Federal authorization ( a ) minimum! 0 23 0 obj < > stream 12 III of this variance shall be made in the Federal water... To cropland or other areas one side of the member states sponsoring organization. Follows: 1 ) water and sewer Pipelines owner, and be at a minimum of! Minimum cover of 2 feet shall be maintained and made available to or... Of at least 12 inches between the bottom of the fluid pipeline vertical ;.