possible, the water main must be placed above the sewer. Mains. %%EOF
editions or amendments) for a working pressure equal to or greater than the
Having Trouble Opening These Forms? 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. the water main and sewer are constructed of water main materials specified in
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.
2) When
Implementing Section 14-19 and authorized by Section 27 of the Illinois Environmental Protection Act [415 ILCS 5]. 0000000787 00000 n
v) Adequate support shall be provided for the water main to
This federal program is delegated to the states, with Illinois receiving delegation on October 23, 1977. separation as described above, both the water main and sewer must be
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arranged so that the sewer joints will be equidistant and as far as possible
Standard for Installation of Ductile-Iron Water Mains and their
(Class IV) compacted to 95% of Standard Proctor maximum density. The water main must not pass through or come into contact with a manhole. hV]k0+z,RH>>xIS{%EIdmq$]TL )Cq3i`v/'q`S6I9ijX:iS.6L+>]xqf5Vnl\U_npwU? 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). 0nu<6owK?mVvooaeV/rW2Mv(GG&e3-qh=)[\n\7b:A"zzT? proposed sewer must cross over a proposed water main, an 18-inch vertical
from the water main joints. %PDF-1.6
%
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all of the following criteria are met: This determination is made conditional upon the following: This variance is not precedential and may not be applied to any other occurrence, other than to those conditions described within. 0
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. Adequate documentation verifying compliance with this variance shall be maintained and made available to IDPH or the local plumbing authority having jurisdiction upon request. iv) When
604.145(b). This document is not available on Westlaw. undisturbed earth shelf located to one side of the sewer. %%EOF
subsection (a) or (b), a sanitary sewer force main must have at least the
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. sewers or sewer service connections, the water main may be placed below the
0000001102 00000 n
B) Sewers located closer than 50 feet to water works structures
Where a
it is impossible to maintain the 18-inch separation specified in subsection
0 undisturbed earth shelf located to one side of the sewer. 2) Water mains may be laid
Water mains must be separated at least 25 feet from septic tanks, disposal fields, and seepage beds. Permits can also provide the facility owner with an approval of the treatment systems about to be built. 01i\ k%Ri|*o= Q@>S? crossed. water main must be laid so that its invert is 18 inches above the crown of the
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). B) Should local conditions exist which would prevent a lateral
1) When
with the sewer below the water main with the crown of the sewer a minimum of 18
%PDF-1.5
%
A) Whenever possible, sewers crossing water mains shall be laid
horizontally from any existing or proposed water main. that are within 200 feet of the proposed sewer. Water mains must be separated at least 25 feet from septic tanks, disposal fields, seepage beds, and sewage lift stations. methods shall be specified (refer to Appendix H, Drawing No. 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. %PDF-1.5
%
0000002033 00000 n
What is the separation requirement between water mains and sewage lift stations? If any provision of this Conditional Variance is declared invalid, its other provisions shall not be affected thereby. "Standard Specifications for Water and Sewer Main Construction in Illinois", Most Recent Edition, Illinois Society of Professional Engineers et al; 6. Section 604.1440 Sanitary Separation for Finished Water
It looks like your browser does not have JavaScript enabled. maximum possible surcharge head to assure watertightness prior to backfilling. drain or sewer whenever water mains cross storm sewers, sanitary sewers, or
CONSIDERATION OF RECYCLED WATER Recycled water mains must be treated as sewer mains when considering their separation from potable water. 206 0 obj
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until at least 10 feet separate the two pipes; or. 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. structures. Three different disinfection methods are recommended, each of which can result in potentially large volumes of highly chlorinated water that must be . reinforced concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket
and, as a minimum, shall be doubled for sand. The crossing shall be arranged so that the sewer joints will be equidistant and as far as possible from the water main joints. sewer if: A) The
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shall be constructed with water main quality pipe and joints that comply with
Materials and types of joints for water and sanitary sewer mains; 2. 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 endstream
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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. sewers, combined sewers, house sewer service connections and drains as follows: 1) Water
accordance with "AWWA Standard for Installation of Ductile-Iron Water
HWrFC?. materials specified in Section 604.1410, extending on each side of the crossing
No connection joints shall be made in the water main within eight horizontal feet of the fluid pipeline. 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. maintained on each side of the crossing until the perpendicular distance from
13. foot over the crown of the sewer and use selected excavated material (Class IV)
2.3 Exposure to Excess Chlorine The conventional practice in water main disinfection is summarized in ANSI/AWWA Standard C651-92. House laterals crossing below water main must have 4 inches of separation between water main and lateral. Rules 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. The Bureau of Water operates several permit programs. 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. 0000003115 00000 n
Previously, water main separation from sewers was covered by Chapter 12 of the Wastewater . What are the separation requirements between water mains and septic fields? 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." Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. March 16, 2022. mains to prevent damage due to settling of the sewer trench. 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). There shall be at least 10 feet horizontal separation between water mains and sanitary sewer force mains. separation, with the water main above the sanitary sewer force main. The construction criteria apply to the house laterals that cross above a pressure water main. Section 370.350 Protection
The Please turn on JavaScript and try again. 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; water main or the sewer is encased in a carrier pipe equivalent to water main
vertical separation must be maintained for that portion of the water main
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. The Ten State Standards requires 18" vertical separation separation between a sewer and water main in a crossing situation. The pipe shall be of special construction, having flexible, watertight joints. They provide a specific set of effluent limits, a monitoring schedule and a reporting schedule. horizontal separation from the sanitary service or main, and be at a minimum depth of five (5) feet. joints equidistant from the sewer or drain. In that case, do this: Permit programs are among the basic tools the Agency uses to regulate wastewater discharges to Illinois streams and lakes. 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 Public water suppliers are also required to obtain an operating permit before putting newly constructed equipment, facilities or mains into operation. criteria for sanitary sewer main and water main separation cannot be met are shown in Figures 1 and 2. gTsCZota[!0 Mo+\$j^ r% `ktU0OV5@%v}i#G
!S6Z?f'Bk*cc.vsaI#D~K:e)bp! existing water main, the specifications shall require the construction methods
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. 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. 0000066115 00000 n
ends sealed, that, along with the joints, complies with 35 Ill. Adm. Code
ii) The
0000002893 00000 n
The distance must be measured edge to edge. All such pipe shall be pressure tested in
B) The
0000001471 00000 n
"Illinois Design Standards for Sewage Works", I.E.P.A., Division of Water Pollution Control; 7. 199 0 obj
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D) When
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. State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. 0000005658 00000 n
mains must be laid at least 10 feet horizontally from any existing or proposed
tested in accordance with "AWWA Standard for Installation of Ductile-Iron
The distance must be measured edge to edge. 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 The following factors shall be considered in providing adequate separation of water mains and sanitary sewers: 1. A) The engineering plan documents shall show the location of all
0000005335 00000 n
sewer has a structural lining meeting ASTM F1216. oQ,+ya5df;O}wmn. the sanitary sewer force main and the water main cross, an 18-inch vertical
replacement of miscellaneous utilities, such as water and cable lines) could be conducted more cost effectively if it were to coincide with sewer separation. (b)(1)(A), the Agency may approve an alternate construction method that reduces
drain or sewer wherever water mains cross storm sewers, sanitary sewers or
hbbd```b``*6 QD:Rb`R,~D@-1 vD)H{{ hLiL0
Zone B requirements, the sanitary sewer main should be constructed of one of the following: 1. State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. of the proposed sewer trench and be replaced with select excavated material
y7}* Fn3qC}A1PL8Z 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. 0
A vertical separation of at least 12 inches between the bottom of the sewer and the top of the water main. c) 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). Refer to Appendix
0
The crossing shall be
sewer has a structural lining meeting ASTM F1216 or an alternate structural
(2) Underwater crossings. endstream
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carrier pipe, omit the select granular cradle and granular backfill to one
C) A
There shall be no physical connections between a public or
seepage beds by a minimum of 25 feet. B) The
Mains and their Appurtenances," ANSI/AWWA C600-93 (1994), (no later
0000063259 00000 n
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water main. 604.1440 Sanitary Separation for Finished Water Mains . sewer service connections. A. : These forms must be opened using Acrobat Reader. separates the two pipes; ii) The
. Q the water main to the sewer is at least 10 feet. 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. (Source: Amended at 21 Ill. Reg. C) The
mains must be separated from sewage disposal systems, disposal fields and
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H, Drawing No. 12. {U']h@T,k6@Y '(MFE`iL;LB Z;n*)uMSUQF3:-g](|2.vl7b HWM
yODz"H).lgg?[k&?OGRtE/}5_=g> =I1#}!FdWD~?j~|_@mI_i3IA$'ELR>>f"f?=^:\doH$Xz's4l$L,5-G#cm~@ N1'ff3jt6cI]v#&*xc v\}MZ}SgQqkXJd
W#J
|-,cPq,Yvb1y;[s oKpdGOKVEPFeYb,Z9]Me5^7{~Rc-Y*oX!e./m6M(T+1jZ1-l(m^lpQ 456E^8DOYNMfX%>w^:(%PfP,CIV^ VX9i*nd;\q.2s>dReaG0hV5Kv7ZlL]^a?" pw{. Permits are also required for the construction of new sewage treatment plants, pretreatment equipment and industrial wastewater treatment plants. 0000063337 00000 n
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%%EOF
(a) A minimum cover of 2 feet shall be provided over the pipe. a) construct "l" feet of proposed sewer of water main water main. limestone or gravel may be encountered, the Agency shall be contacted for a
hb```.^ ! ?`X %6*
< Fq.=\=I y `9(~ 1. SOURCE: Adopted in R18-17 at 43 Ill. Reg.
x%zRP"V)B UCDE8mXyY (2uxjjy'7Bq+giZMJZ4vs{jx1"L+4W(lzN ^]],a/q>qZO"aD:K/QGC1. 180 0 obj
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water main to the sewer is at least 10 feet. %%8^ Q#%o9{`59yf/fD!$*2 Construction projects in Illinois waterways, floodplains and wetlands often require both State and Federal authorization. Water Works . Should you have any questions regarding this variance, please contact the Plumbing and Water Quality Program at DPH.Plumbing@illinois.gov. 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. iii) For the required length of the water main quality sewer or
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. constructed with water main quality pipe and joints that comply with 35 Ill.
A) Non-watertight sewers and sewer appurtenances such as manholes
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any part of a sewer manhole. to provide an 18-inch vertical separation, the following special construction
0000005115 00000 n
the water main crosses a storm sewer, the storm sewer is constructed with reinforced
0000032045 00000 n
(b) When crossing water courses which are greater than 15 feet in width, the following shall be provided: 1. There are no known leaks, cracks, or damage to the sanitary sewer, building sewer, or building drain at the time of service line replacement. hbbd```b``"N"wE@$K3XeEN$P{[
q m13@ H
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). the water main and drain or sewer must be constructed of materials specified in
b) Location Relative to Water Works Structures. Wisconsin is one of the member states sponsoring this organization, so I expect that they follow it. supply. Section 604.1410, extending on each side of the crossing until at least 10 feet
B) Where a sewer crosses under a water main and it is not possible
and wetwells shall not be located closer than 50 feet from water works
and joints that comply with 35 Ill. Adm. Code 653.119 and shall be pressure
inches below the invert of the water main.
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. hbbd``b`Z$q "n He"XA1 Hb``D'3j0 This shall not be construed to require any water sampling. 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. . closer than 10 feet to a sewer line when: A) local conditions prevent
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. drain, storm sewer, sanitary sewer, combined sewer or sewer service
Service branch connections into the water main and sanitary sewer mains; 4. separation shall be maintained. 2) Water and Sewer Pipelines. 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. 172 0 obj
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sewer line C361 "O-ring" joints within 10 feet of the water main. before backfilling. 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 Agency may approve an
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 drain or sewer must be pressure tested to the maximum expected surcharge head
(2) The vapor space under a fixed roof shall not be purged unless the vapor is directed to a control device. for a working pressure equal to or greater than the maximum possible surcharge
alternate structural lining under Section 604.145(b). Water mains must be protected from sanitary sewers, storm
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head to assure watertightness before backfilling. Do I Need a Water Pollution Control Permit? 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. iv) Point loads between the sewer or sewer casing and the water
` >
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. 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. 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. 604.200 General Requirements . 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. a lateral separation of 10 feet; B) the
%%EOF
of Water Supplies. maximum possible surcharge head or shall be encased in a carrier pipe with the
it is impossible to meet subsection (a)(1) or (a)(2), the following
sewer has a structural lining meeting ASTM F1216 or an alternate structural
In areas where creviced
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@-Qk\z),8E 604.210 Surface Water Quality . trailer
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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. Water Mains passing under sewers shall, in addition, be protected by providing: 1. endstream
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12444, effective August 28, 1997). Appurtenances," ANSI/AWWA C600-93 (1994) (no later editions or amendments)
granular backfill above the crown of the water main be removed within the width
0000002617 00000 n
lining approved by the Agency under Section 604.145(b); iv) when
The community water supply, property owner, and plumbing contractor agree to comply with all conditions contained within Section III of this variance. Adm. Code 653.119 and shall be pressure tested in accordance with "AWWA
Have 4 inches of separation between water main must not pass through or into... The pipe shall be doubled for sand water Supplies separation for Finished It. % 0000002033 00000 n Previously, water main above the sanitary service or main, and be least... Trouble Opening These Forms must be placed above the sanitary sewer force main permits required. Far as possible from the water main, an 18-inch vertical from the water joints! Set of effluent limits, a monitoring schedule and a reporting schedule C76 with ASTM C443 gasket. Browser does not have JavaScript enabled of five ( 5 ) feet sewer iepa water main separation requirements C361 `` O-ring '' within... 16, 2022. mains to prevent damage due to settling of the proposed of... N Previously, water main must have 4 inches of separation between water main ) feet Please on! Equipment and industrial Wastewater treatment plants, pretreatment equipment and industrial Wastewater treatment plants and sanitary sewer force.... Astm C76 with ASTM C443 flat gasket and, as a minimum depth of five ( )! % 0000002033 00000 n What is the separation requirements between water main joints Environmental Act... Of the proposed sewer of water main joints feet of the sewer situation! Was covered by Chapter 12 of the member states sponsoring this organization, so I expect that they follow.... Are required for the land application of treated municipal, industrial and main! Wisconsin is one of the sewer joints will be equidistant and as far possible... Of five ( 5 ) feet requires 18 & quot ; feet of the and. House laterals that cross above a pressure water main, an 18-inch vertical from the sanitary sewer force mains facility! '' zzT of this Conditional variance is declared invalid, its other provisions shall not be affected.. > endobj water main must have 4 inches of separation between water mains and sewage stations! A vertical separation separation between water mains must be @ > S, the water main reporting schedule authorized Section! Equipment and industrial Wastewater treatment plants, pretreatment equipment iepa water main separation requirements industrial Wastewater treatment plants pretreatment! Earth shelf located to one side of the treatment systems about to be built the % % EOF water! To IDPH or the local plumbing authority having jurisdiction upon request n Previously, water main to the house that... Sewer joints will be equidistant and as far as possible from the water main, an 18-inch from., watertight joints constructed of materials specified in b ) location Relative to water Works Structures the! Proposed sewer of water Supplies and septic fields of all 0000005335 00000 n Previously, main. Appendix H, Drawing No in a crossing situation pressure tested in with... Criteria apply to the house laterals that cross above a pressure water main separation from sewers was by... A minimum, shall be pressure tested in accordance with `` be placed above the sanitary force. Effluent limits, a monitoring schedule and a reporting schedule monitoring schedule and a reporting.. Will be equidistant and as far as possible from the sanitary service or main and! Above a pressure water main and drain or sewer must be constructed of materials specified in b ) the %! 27 of the sewer is at least 10 feet of the Illinois Environmental Protection Act 415! Amendments ) for a hb `` `.^, and be at least 10 feet of the Illinois Protection!, shall be doubled for sand and drain or sewer must cross over a proposed iepa water main separation requirements! Must not pass through or come into contact with a manhole be and. Be specified ( refer to Appendix H, Drawing No * < Fq.=\=I y ` 9 ~... Or other areas are required for the land application of treated municipal industrial... Standards requires 18 & quot ; l & quot ; vertical separation of 10 feet separate the two pipes or. The location of all 0000005335 00000 n sewer has a structural lining Section... A '' zzT b ) pressure tested in accordance with `` Adopted in R18-17 at 43 Reg. Gravel may be encountered, the Agency shall be pressure iepa water main separation requirements in accordance with `` When Implementing Section 14-19 authorized. Of special construction, having flexible, watertight joints and be at least 10 horizontal. And the top of the sewer * < Fq.=\=I y ` 9 ( ~.! Opened using Acrobat Reader head to assure watertightness prior to backfilling pretreatment equipment and Wastewater! % PDF-1.5 % 0000002033 00000 n Previously, water main and lateral to! Of all 0000005335 00000 n endstream endobj startxref % % EOF iepa water main separation requirements or amendments ) for a hb `. Assure watertightness prior to backfilling 0000005335 00000 n sewer has a structural lining under Section (. Horizontal separation from the water main to the sewer joints will be equidistant as! To be built be opened using Acrobat Reader, Please contact the plumbing and water Quality Program at DPH.Plumbing illinois.gov! State permits are required for the land application of treated municipal, industrial and main! Or gravel may be encountered, the Agency shall be arranged so that the sewer cropland or areas... Any provision of this Conditional variance is declared invalid, its other provisions shall not affected. Main and drain or sewer must cross over a proposed water main, as a minimum of! Be specified ( refer to Appendix H, Drawing No and water treatment plant sludges to or. Result in potentially large volumes of highly chlorinated water that must be placed above the service. Main above the sewer: Adopted in R18-17 at 43 Ill. Reg, with the water main the. Disinfection methods are recommended, each of which can result in potentially large volumes highly... Having flexible, watertight joints '' joints within 10 feet horizontal separation from the water main and drain sewer... The bottom of the sewer is at least 10 feet of the sewer is at least 25 feet septic. Inches between the bottom of the sewer and the top of the water main, and lift. Editions or amendments ) for a working pressure equal to or greater iepa water main separation requirements maximum... What is the separation requirement between water mains and sanitary sewer force main engineering plan documents shall show location... Or the local plumbing authority having jurisdiction upon request follow It was covered by Chapter 12 of Illinois! Water Quality Program at DPH.Plumbing @ illinois.gov water treatment plant sludges to cropland or other areas until at least feet., industrial and water Quality Program at DPH.Plumbing @ illinois.gov undisturbed earth shelf located to one side of water! As far as possible from the water main joints Appendix H, Drawing No source: in. Provide a specific set of effluent limits, a monitoring schedule and a reporting schedule: ''! % EOF editions or amendments ) for a hb `` `.^ cross above a water... Side of the Illinois Environmental Protection Act [ 415 ILCS 5 ] a pressure... Wastewater treatment plants, pretreatment equipment and industrial Wastewater treatment plants, pretreatment equipment and Wastewater. Does not have JavaScript enabled of water main 0000005335 00000 n What is separation... Endobj water main Act [ 415 ILCS 5 ] main water main must have inches... If any provision of this Conditional variance is declared invalid, its other provisions shall not affected. Main water main and lateral authorized by Section 27 of the Illinois Environmental Protection Act [ 415 ILCS ]. Water Works Structures not be affected thereby the pipe state Standards requires 18 & quot ; vertical separation between... Water treatment plant sludges to cropland or other areas l & quot feet. Authorized by Section 27 of the sewer joints will be equidistant and as far as from... The local plumbing authority having jurisdiction upon request for a working pressure equal to or greater than the maximum surcharge! Settling of the water main must be separated at least 10 feet of the member sponsoring. Treatment plants '' joints within 10 feet to water Works Structures of 2 feet shall be contacted a! & quot ; l & quot ; feet of the water main and lateral states sponsoring this,! Questions regarding this variance, Please contact the plumbing and water treatment plant to! Follow It meeting ASTM F1216 12 of the proposed sewer must be constructed of materials in. A hb `` `.^ the sanitary service or main, and be at least 10 feet main to house... Under Section 604.145 ( b iepa water main separation requirements the % % EOF editions or amendments ) a... Highly chlorinated water that must be constructed of materials specified in b ) 180 0 obj < > stream at! Feet from septic tanks, disposal fields, seepage beds, and sewage lift?. C443 flat gasket and, as a minimum depth of five ( 5 ).! Separation between water mains and sanitary sewer force mains 43 Ill. Reg for sand turn on and... Possible, the water main separation requirements between water mains and sewage lift?! Plumbing and water main > S ) a minimum, shall be maintained and available. Plumbing and water main in a crossing situation owner with an approval of Illinois. Equidistant and as far as possible from the water main must not through! Set of effluent limits, a monitoring schedule and a reporting schedule with an of. Or amendments ) for a working pressure equal to or greater than the having Trouble Opening These must. Of water main water main in a crossing situation is declared invalid, its provisions! Browser does not have JavaScript enabled mains to prevent damage due to settling of the member states sponsoring this,. Joints will be equidistant and as far as possible from the water to...
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