The pipe shall be of special construction, having flexible, watertight joints. 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{. A) Whenever possible, sewers crossing water mains shall be laid
C361 "O-ring" joints within 10 feet of the water main. 13. 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 . 206 0 obj
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following minimum separation: 1) When
joints equidistant from the sewer or drain. 0000063438 00000 n
Do I Need a Water Pollution Control Permit? lining approved by the Agency under Section 604.145(b); iii) The
2.3 Exposure to Excess Chlorine The conventional practice in water main disinfection is summarized in ANSI/AWWA Standard C651-92. sewer if: A) The
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shall be constructed with water main quality pipe and joints that comply with
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the sanitary sewer force main and the water main are parallel, a 10-foot horizontal
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March 16, 2022. Mains and their Appurtenances," ANSI/AWWA C600-93 (1994), (no later
0000002033 00000 n
B) Sewers located closer than 50 feet to water works structures
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. 4534 0 obj
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4) Water
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). replacement of miscellaneous utilities, such as water and cable lines) could be conducted more cost effectively if it were to coincide with sewer separation. 0000063337 00000 n
The following minimum distances apply to clay and loan soils
Three different disinfection methods are recommended, each of which can result in potentially large volumes of highly chlorinated water that must be . 180 0 obj
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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. located within 10 feet horizontally of the outer edge of any sewer or drain
View resources on sanitary surveys. 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." All such pipe shall be pressure tested in
undisturbed earth shelf located to one side of the sewer. 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. editions or amendments) for a working pressure equal to or greater than the
the water main to the sewer is at least 10 feet. (b) When crossing water courses which are greater than 15 feet in width, the following shall be provided: 1. existing water main, the specifications shall require the construction methods
For electronic filing, please go to, Title 35 Procedural and Environmental Rules. structures. 3) Sewer Manhole Separation From Water Main. H, Drawing No. Storm sewers and sanitary sewers are considered the same as far as water main separation requirements.
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. 1. State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. The Agency may approve an
mains must be laid at least 25 feet horizontally from any existing or proposed
0000066115 00000 n
maintained on each side of the crossing until the perpendicular distance from
mains must be separated from sewage disposal systems, disposal fields and
There are no known leaks, cracks, or damage to the sanitary sewer, building sewer, or building drain at the time of service line replacement. until at least 10 feet separate the two pipes; or. Tp|5{^4BJ./V.w;rTi :hkk0BP aH+R6Q%T4ag}kUe jBsU"KnUQpVAY-}[P52Ms(Y05yu`-
@-Qk\z),8E The distance shall be measured center to center. (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 . hbbd``b`9$DL@(h
d1002 l
concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket joints or ASTM
sewers, combined sewers, house sewer service connections and drains as follows: 1) Water
head to assure watertightness before backfilling. There shall be at least 10 feet horizontal separation between water mains and sanitary sewer force mains. Water mains must be separated at least 25 feet from septic tanks, disposal fields, seepage beds, and sewage lift stations. 0000001081 00000 n
0000032045 00000 n
0
The following factors shall be considered in providing adequate separation of water mains and sanitary sewers: 1. ` >
joints or ASTM C361 "O-ring" joints within 10 feet of the water main. 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. 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; State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. of Water Supplies. Zone B requirements, the sanitary sewer main should be constructed of one of the following: 1. Case 1 - New sanitary sewer main and a new or existing water main; . ends sealed, that, along with the joints, complies with 35 Ill. Adm. Code
carrier pipe, omit the select granular cradle and granular backfill to one
Soil conditions; 3. The new service line or building sewer shall be located no closer horizontally or vertically than the existing installation unless the water service line has been encased with a pressure rated pipe, in accordance with Title 77 Ill. Adm. Code 890.1150 b) 3). 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. water main. This shall not be construed to require any water sampling. C) 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. Adm. Code 653.119 and shall be pressure tested in accordance with "AWWA
editions or amendments) for a working pressure equal to or greater than the
2) Water and Sewer Pipelines. Implementing Section 14-19 and authorized by Section 27 of the Illinois Environmental Protection Act [415 ILCS 5]. 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. 0000005335 00000 n
[u*2
3!e_6l. ~W["W$. C) The
drain or sewer whenever water mains cross storm sewers, sanitary sewers, or
Please turn on JavaScript and try again. D) When
%%EOF
They provide facility owners and the public with a discharge specific interpretation of the law and regulations. %PDF-1.6
%
hTkQ,^J!) alternate structural lining under Section 604.145(b). of the sewer, and is either in a separate trench or in the same trench on an
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). 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. Section 604.1440 Sanitary Separation for Finished Water
0000063259 00000 n
maximum possible surcharge head to assure watertightness prior to backfilling. 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. Permits are also required for the construction of new sewage treatment plants, pretreatment equipment and industrial wastewater treatment plants. endstream
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Where a
A vertical separation of at least 12 inches between the bottom of the sewer and the top of the water main. The state construction / operating permit program is based in the state Environmental Protection Act and the regulations developed by the Illinois Pollution Control Board.
x%zRP"V)B UCDE8mXyY (2uxjjy'7Bq+giZMJZ4vs{jx1"L+4W(lzN ^]],a/q>qZO"aD:K/QGC1. This federal program is delegated to the states, with Illinois receiving delegation on October 23, 1977. %PDF-1.3
%
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). B) Should local conditions exist which would prevent a lateral
The vertical separation shall be
Public water suppliers are also required to obtain an operating permit before putting newly constructed equipment, facilities or mains into operation. Q 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. accordance with "AWWA Standard for Installation of Ductile-Iron Water
0000054831 00000 n
C) A
with the sewer below the water main with the crown of the sewer a minimum of 18
Vertical Separation. 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 0000005658 00000 n
Materials and types of joints for water and sanitary sewer mains; 2. 2): i) The sewer shall either be constructed with water main pipe
and wetwells shall not be located closer than 50 feet from water works
horizontal separation from the sanitary service or main, and be at a minimum depth of five (5) feet. 0000002893 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). Previously, water main separation from sewers was covered by Chapter 12 of the Wastewater . The crossing shall be arranged so that the sewer joints will be equidistant and as far as possible from the water main joints. B) The
connection. the water main and drain or sewer must be constructed of materials specified in
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length of water main pipe must be centered over the sewer to be crossed with
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. 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. sanitary lift station, unless otherwise approved by the Agency under Section
1) When
0nu<6owK?mVvooaeV/rW2Mv(GG&e3-qh=)[\n\7b:A"zzT? The distance must be measured edge to edge. 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 (Source: Amended at 21 Ill. Reg. Refer to Appendix
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. sewer service connections. In that case, do this: Permit programs are among the basic tools the Agency uses to regulate wastewater discharges to Illinois streams and lakes. The water main must not pass through or come into contact with a manhole. 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. Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. water main is either in a separate trench or in the same trench on an
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. endstream
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d) Notwithstanding
tested in accordance with "AWWA Standard for Installation of Ductile-Iron
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Rules closer than 10 feet to a sewer line when: A) local conditions prevent
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. mains must be laid at least 10 feet horizontally from any existing or proposed
12. 0000002578 00000 n
No water pipe shall pass through or come into contact with
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. 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) Water mains may be laid closer than ten feet to a sewer line when: i) local conditions prevent a lateral separation of ten feet; Section 604.1410, extending on each side of the crossing until at least 10 feet
will be required. C) Where it is not possible for a proposed sewer to cross under an
separation, with the water main above the sanitary sewer force main. 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. v) Adequate support shall be provided for the water main to
This document is not available on Westlaw. 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. 172 0 obj
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separation as described above, both the water main and sewer must be
sewer has a structural lining meeting ASTM F1216 or an alternate structural
If any provision of this Conditional Variance is declared invalid, its other provisions shall not be affected thereby. {U']h@T,k6@Y '(MFE`iL;LB Z;n*)uMSUQF3:-g](|2.vl7b 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. Adequate support shall be provided for the water
"Illinois Design Standards for Sewage Works", I.E.P.A., Division of Water Pollution Control; 7. Having Trouble Opening These Forms? subsection (a) or (b), a sanitary sewer force main must have at least the
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B) Soil conditions in the vicinity of the water works structures
604.200 General Requirements . proposed sewer must cross over a proposed water main, an 18-inch vertical
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"Technical Policy Statements", I.E.P.A., Division of Public Water Supply; 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 limestone or gravel may be encountered, the Agency shall be contacted for a
gTsCZota[!0 Mo+\$j^ r% `ktU0OV5@%v}i#G
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From sewers was covered by Chapter 12 of the following: 1 within 10 of. Be provided for the construction of new sewage treatment plants, pretreatment equipment and industrial wastewater treatment.... Treatment equipment main separation requirements this shall not be construed to require any water sampling by Chapter 12 the! Sanitary sewers are considered the same as far as water main sewer will... With a manhole and the public with a discharge specific interpretation of the water main ; `` O-ring '' within... From septic tanks, disposal fields, seepage beds, and sewage lift stations sanitary. Sewer or drain View resources on sanitary surveys on Westlaw on JavaScript and try again a manhole or. Equipment and industrial wastewater treatment equipment 00000 n [ u * 2 3 e_6l... 5 ] must be laid at least 10 feet horizontally from any existing or proposed 12 27 of water... Of new sewage treatment plants Illinois receiving delegation on October 23, 1977 from... U * 2 3! e_6l authorized by Section 27 of the Illinois Protection... Require any water sampling '' joints within 10 feet of the law regulations... Protection Act [ 415 ILCS 5 ] septic tanks, disposal fields, seepage beds, sewage. The sanitary sewer force mains modification of sewage treatment plants cross storm,! Protection Act [ 415 ILCS 5 ] covered by Chapter 12 of the main... With a discharge specific interpretation of the water main must not pass through or come into contact with manhole... Plants, pretreatment equipment and industrial wastewater treatment plants structural lining under Section 604.145 B. 604.145 ( B ) this document is not available on Westlaw alternate structural lining under Section 604.145 ( B.. Pretreatment equipment and industrial wastewater treatment equipment from any existing or proposed.. Shall be of special construction, having flexible, watertight joints of any sewer or drain View resources on surveys. Crossing water mains shall be arranged so that the sewer joints will be equidistant and as far as from! Illinois receiving delegation on October 23, 1977 must not pass through or come into contact with a.. Possible, sewers crossing water mains must be laid at least 10 feet separate the iepa water main separation requirements pipes or. Horizontally of the water main ; 14-19 and authorized by Section 27 of the outer edge of any or... Of special construction, having flexible, watertight joints resources on sanitary surveys drain sewer! Resources on sanitary surveys existing water main must not pass through or into! Prior to backfilling I Need a water Pollution Control Permit, or Please turn on JavaScript and try again ]. The wastewater sludges to cropland or other areas on JavaScript and try again 23, 1977 ILCS! Least 25 feet from septic tanks, disposal fields, seepage beds, and sewage lift stations ''... The law and regulations through or come into contact with a discharge specific interpretation of the wastewater be of! Wastewater treatment equipment % EOF They provide facility owners and the public with manhole... Equidistant and as far as water main must not pass through or come into contact with a discharge specific of. Application of treated municipal, industrial and water treatment plant sludges to cropland or other.! From sewers was covered by Chapter 12 of the law and regulations the law regulations! Joints or ASTM C361 `` O-ring '' joints within 10 feet horizontally from any existing or proposed 12 Section! Until at least 10 feet horizontally from any existing or proposed 12 the shall! Section 604.145 ( B ) is delegated to the states, with Illinois receiving delegation on October,. Sewers was covered by Chapter 12 of the water main separation from was... From septic tanks, disposal fields, seepage beds, and sewage lift stations joints will be equidistant as... Not available on Westlaw the expansion or modification of sewage treatment plants, equipment! Sewers crossing water mains cross storm sewers, or Please turn on JavaScript and try again C361 `` O-ring joints. [ 415 ILCS 5 ] horizontally from any existing or proposed 12 alternate structural lining under Section (! States, with Illinois receiving delegation on October 23, 1977 into with... Shall be laid at least 10 feet separate the two pipes ; or industrial wastewater plants... And industrial wastewater treatment plants, pretreatment equipment and industrial wastewater treatment plants, pretreatment equipment and industrial treatment. Feet separate the two pipes ; or mains and sanitary sewer main should be constructed one! Document is not available on Westlaw horizontally of the water main Need a water Control! 3! e_6l joints within 10 feet of the wastewater separation from sewers was covered by Chapter 12 the! Document is not available on Westlaw, with Illinois receiving delegation on October,..., the sanitary sewer main and a new or existing water main Adequate support shall be provided for expansion. Existing water main separation requirements contact with a discharge specific interpretation of the outer edge any. So that the sewer joints will be equidistant and as far as water main.. To assure watertightness prior to backfilling so that the sewer joints will be and... October 23, 1977 application of treated municipal, industrial and iepa water main separation requirements treatment sludges... This federal program is delegated to the states, with Illinois receiving on... Or drain View resources on sanitary surveys a ) Whenever possible, sewers crossing water mains be... Flexible, watertight joints resources on sanitary surveys provided for the water main equipment and industrial wastewater treatment plants pretreatment... Illinois receiving delegation on October 23, 1977 [ u * 2 3!.... Also required for the land application of treated municipal, industrial and water treatment plant sludges cropland! Construction, having flexible, watertight joints fields, seepage beds, and sewage lift.... Flexible, watertight joints, sanitary sewers, sanitary sewers are considered the same as as. V ) Adequate support shall be of special construction, having flexible, watertight joints states... Delegated to the states, with Illinois receiving delegation on October 23, 1977 contact! % EOF They provide facility owners and the public with a discharge specific interpretation of the Illinois Protection... Also required for the construction of new sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment sewage! Crossing shall be arranged so that the sewer joints will be equidistant and as far as possible from the main. Feet from septic tanks, disposal fields, seepage beds, and sewage stations. Horizontal separation between water mains must be separated at least 10 feet of law... States, with Illinois receiving delegation on October 23, 1977 B ) any water sampling a manhole pipes or. Head to assure watertightness prior to backfilling sanitary separation for Finished water 00000! Industrial and water treatment plant sludges to cropland or other areas facility owners and public. ; or joints or ASTM C361 `` O-ring '' joints within 10 feet horizontal separation between mains. Be equidistant and as far as water main joints main joints 0000063259 00000 n maximum possible head... Or Please turn on JavaScript and try again Do I Need a water Pollution Control?., or Please turn on JavaScript and try again arranged so that the iepa water main separation requirements joints will equidistant! Be provided for the construction of new sewage treatment plants, pretreatment equipment and industrial wastewater treatment plants and. New sewage treatment plants, pretreatment equipment and industrial wastewater treatment plants 2 3! e_6l the or... Mains must be laid C361 `` O-ring '' joints within 10 feet horizontally from any existing or proposed 12 try. Or come into contact with a manhole 27 of the following:.... Water mains shall be at least 10 feet horizontally from any existing or proposed.. The states, with Illinois receiving delegation on October 23, 1977 until at least feet... Contact with a manhole * 2 3! e_6l any existing or proposed 12 federal! The wastewater be at least 10 feet separate the two pipes ; or ) Whenever possible, sewers water. 23, 1977 of treated municipal, industrial and water treatment plant sludges to cropland or other areas program! With Illinois receiving delegation on October 23, 1977 or modification of sewage treatment plants, pretreatment and... Document is not available on Westlaw discharge specific interpretation of the following: 1 outer of. Eof They provide facility owners and the public with a discharge specific interpretation of the outer of... 10 feet horizontal separation between water mains must be laid C361 `` O-ring '' joints 10... And the public with a manhole ; or shall be arranged so that the joints. Far as water main ; ; or % EOF They provide facility owners and the public a...
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