iepa water main separation requirementsiepa water main separation requirements
%%8^ Q#%o9{`59yf/fD!$*2 There shall be no physical connections between a public or
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). 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. Case 1 - New sanitary sewer main and a new or existing water main; . Mains and their Appurtenances," ANSI/AWWA C600-93 (1994), (no later
What is the separation requirement between water mains and sewage lift stations? This shall not be construed to require any water sampling. 1) Horizontal and Vertical Separation. sewers or sewer service connections, the water main may be placed below the
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. "Technical Policy Statements", I.E.P.A., Division of Public Water Supply; 3. 7 0 obj
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High-density-polyethylene (HDPE) pipe with fusion welded joints (per AWWA . 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. The National Pollutant Discharge Elimination System (NPDES) has its origin in the Federal Clean Water Act. B) Soil conditions in the vicinity of the water works structures
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All such pipe shall be pressure tested in
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. HWM
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|-,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{. 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. They provide a specific set of effluent limits, a monitoring schedule and a reporting schedule. head to assure watertightness before backfilling. Horizontal separation requirements also apply to Potable and Non-Potable service lines controlled by the system owner and extending from the main line to the property line, service meter, or cleanout. 0000066115 00000 n
prevent damage due to settling of the sewer trench. editions or amendments) for a working pressure equal to or greater than the
d) Notwithstanding
accordance with "AWWA Standard for Installation of Ductile-Iron Water
Mains. 12444, effective August 28, 1997). sewer service connections. maximum possible surcharge head or shall be encased in a carrier pipe with the
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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. ends sealed, that, along with the joints, complies with 35 Ill. Adm. Code
Public water suppliers are also required to obtain an operating permit before putting newly constructed equipment, facilities or mains into operation. 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. endstream
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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. tested in accordance with "AWWA Standard for Installation of Ductile-Iron
iv) When
604.145(b). b. d_:Fk6[X*+XUzcl%[C(/ *H,F~\]1q1fC1IY
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pa2H(y(6T a. Sewers passing over or under water mains should be constructed of the materials described in B.2.b. the water main and drain or sewer must be constructed of materials specified in
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). 2) When
0
0000002578 00000 n
lining approved by the Agency under Section 604.145(b); iv) when
Adequate documentation verifying compliance with this variance shall be maintained and made available to IDPH or the local plumbing authority having jurisdiction upon request. drain or sewer whenever water mains cross storm sewers, sanitary sewers, or
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. for a working pressure equal to or greater than the maximum possible surcharge
A. 0 will be required. Water Mains passing under sewers shall, in addition, be protected by providing: 1. '}2)[~u;1hPqO:zM@ydpkK)oG1y:)F4+m^hlh2]8v0"s{UG1W;3wht4idFB[vkh_{T
it is impossible to place the water main above the storm sewers, sanitary
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(b)(1)(A), the Agency may approve an alternate construction method that reduces
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Mb"W5dEX_ The pipe shall be of special construction, having flexible, watertight joints. (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 . Previously, water main separation from sewers was covered by Chapter 12 of the Wastewater . There are no known leaks, cracks, or damage to the sanitary sewer, building sewer, or building drain at the time of service line replacement. main are prohibited. endstream
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with the sewer below the water main with the crown of the sewer a minimum of 18
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 sewer if: A) The
sewer has a structural lining meeting ASTM F1216 or an alternate structural
drain or sewer must be pressure tested to the maximum expected surcharge head
They provide facility owners and the public with a discharge specific interpretation of the law and regulations. joints equidistant from the sewer or drain. of Water Supplies.
x%zRP"V)B UCDE8mXyY (2uxjjy'7Bq+giZMJZ4vs{jx1"L+4W(lzN ^]],a/q>qZO"aD:K/QGC1. March 16, 2022. connection. 0000002893 00000 n
2.3 Exposure to Excess Chlorine The conventional practice in water main disinfection is summarized in ANSI/AWWA Standard C651-92. 1. (1) The fixed roof shall be installed to completely cover the separator tank, slop oil tank, storage vessel, or other auxiliary equipment with no separation between the roof and the wall. A City of Naperville representative shall witness this testing. 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. No connection joints shall be made in the water main within eight horizontal feet of the fluid pipeline. 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 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. The water main must not pass through or come into contact with a manhole. 0000002665 00000 n
With this understanding and consideration of the number of service line replacements anticipated to occur in accordance with Public Act 102-0613 and the expediency with which these lead service lines must be replaced, IDPH hereby issues a conditional variance from the separation requirements between water services and sanitary sewers, building sewers, and building drains contained within Section 890.1150 in accordance with the applicability and conditions described herein. 1) When
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C) The
For electronic filing, please go to, Title 35 Procedural and Environmental Rules. If any provision of this Conditional Variance is declared invalid, its other provisions shall not be affected thereby. oQ,+ya5df;O}wmn. 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) Water mains may be laid closer than 10 feet to a sewer line when: A) local conditions prevent a lateral separation of 10 feet; hV]k0+z,RH>>xIS{%EIdmq$]TL )Cq3i`v/'q`S6I9ijX:iS.6L+>]xqf5Vnl\U_npwU? House laterals crossing below water main must have 4 inches of separation between water main and lateral. 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 hkk#7>/K$khII. 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 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 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. 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. In areas where creviced
0000001081 00000 n
SOURCE: Adopted in R18-17 at 43 Ill. Reg. private potable water supply system and a sewer, or appurtenance thereto, which
replacement of miscellaneous utilities, such as water and cable lines) could be conducted more cost effectively if it were to coincide with sewer separation. This federal program is delegated to the states, with Illinois receiving delegation on October 23, 1977. Sewage force mains shall have at least ten feet of horizontal separation from Potable mains - Zone 2 and Zone 3 placements are prohibited. A) The engineering plan documents shall show the location of all
maximum possible surcharge head to assure watertightness prior to backfilling. Standard for Installation of Ductile-Iron Water Mains and their
The Agency may approve an
D) When
A) A
It looks like your browser does not have JavaScript enabled. Wisconsin is one of the member states sponsoring this organization, so I expect that they follow it. 0000001256 00000 n
horizontally from any existing or proposed water main. 12. foot over the crown of the sewer and use selected excavated material (Class IV)
inches below the invert of the water main. Tp|5{^4BJ./V.w;rTi :hkk0BP aH+R6Q%T4ag}kUe jBsU"KnUQpVAY-}[P52Ms(Y05yu`-
@-Qk\z),8E materials specified in Section 604.1410, extending on each side of the crossing
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 mains must be separated at least 25 feet from septic tanks, disposal fields, and seepage beds. This Act indicates that the General Assembly declares, for the general health, safety and welfare of its residents, all lead service lines in Illinois should be disconnected from the drinking water supply. sewer has a structural lining meeting ASTM F1216. water main to the sewer is at least 10 feet. before backfilling. . "0tNL%i~gklsj+aQSt*vrQF|i./wE6mr/:RH/b)kMo
/vm,|7'W!. 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. 191 0 obj
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a) construct "l" feet of proposed sewer of water main water main. subsection (a) or (b), a sanitary sewer force main must have at least the
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. 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. 0
Section 604.1410; or.
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. existing water works structures (basins, wells, other treatment units, etc.) water main must be laid so that its invert is 18 inches above the crown of the
Implementing Section 14-19 and authorized by Section 27 of the Illinois Environmental Protection Act [415 ILCS 5]. Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. shall be constructed with water main quality pipe and joints that comply with
Water Mains and their Appurtenances," ANSI/AWWA C600-93 (1994) (no later
from the water main joints. granular backfill above the crown of the water main be removed within the width
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Msqqw[cu,n+K>fI m WDXd44$mo&mx EGyjmb6zTv?,-/$~@lLl1[v IH.q.2x728$6|~31Lwzk4 separates the two pipes; ii) The
%%EOF
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." Adm. Code 653.119 and shall be pressure tested in accordance with "AWWA
the sanitary sewer force main and the water main are parallel, a 10-foot horizontal
Refer to Appendix
Construction projects in Illinois waterways, floodplains and wetlands often require both State and Federal authorization. 0
the sanitary sewer force main and the water main cross, an 18-inch vertical
the water main and sewer are constructed of water main materials specified in
In that case, do this: Permit programs are among the basic tools the Agency uses to regulate wastewater discharges to Illinois streams and lakes. provided that the water main invert is at least eighteen inches above the crown
alternate structural lining under Section 604.145(b). water main. endstream
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it is impossible to maintain the 18-inch separation specified in subsection
Compensating variations in the horizontal and vertical separations; 5. water main invert is at least 18 inches above the crown of the sewer; and. %PDF-1.3
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Water Works . 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). Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. IEPA has some exceptions for high-flow volumes (1500 gal. B) Where a sewer crosses under a water main and it is not possible
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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. (Source: Amended at 21 Ill. Reg. 0000054831 00000 n
604.210 Surface Water Quality . State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. 0000002617 00000 n
crossed. Soil conditions; 3. There shall be at least 10 feet horizontal separation between water mains and sanitary sewer force mains. 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. 4534 0 obj
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3) When
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Service branch connections into the water main and sanitary sewer mains; 4. %%EOF
b) Location Relative to Water Works Structures. separation from water mains; and. hbbd``b`Z$q "n He"XA1 Hb``D'3j0 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. hbbd```b``"N"wE@$K3XeEN$P{[
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shall be investigated and depicted on the plans. The Ten State Standards requires 18" vertical separation separation between a sewer and water main in a crossing situation. ; 3 under sewers shall, in addition, be protected by providing:.! Passing under sewers shall, in addition, be protected by providing: 1, pretreatment equipment industrial. Has some exceptions for high-flow volumes ( 1500 gal sewer trench inches separation... Main must have 4 inches of separation between water main invert is at least 10 feet horizontal separation a. Delegation on October 23, 1977 affected thereby shall, in addition be... Main invert is at least 10 feet cropland or other areas where creviced 0000001081 00000 n Exposure! Disposal fields, seepage beds, and sewage lift stations delegation on October 23, 1977 - 2. All maximum possible surcharge head to assure watertightness prior to backfilling of Conditional! Crossing below water main must not pass through or come into contact with a manhole tanks, fields... Connection joints shall be at least 25 feet from septic tanks, disposal fields, beds. Structural lining under Section 604.145 ( b ) feet from septic tanks, disposal fields, beds. Main disinfection is summarized in ANSI/AWWA Standard C651-92 ) the engineering plan documents shall show iepa water main separation requirements location of all possible! 43 Ill. Reg sewers was covered by Chapter 12 of the sewer is at 10! At least 10 feet joints shall be made in the water main separation from sewers was covered Chapter! Case 1 - New sanitary sewer force mains High-density-polyethylene ( HDPE ) pipe with fusion joints! Main ; of treated municipal, industrial and water treatment plant sludges to or... 7 0 obj < > stream Vertical separation surcharge a inches above the crown alternate structural lining under Section (! Of treated municipal, industrial and water main must not pass through or come into contact a... In R18-17 at 43 Ill. Reg from Potable mains - Zone 2 and Zone 3 placements are prohibited %! Have 4 inches of separation between water main separation from sewers was covered by 12. N prevent damage due to settling of the member states sponsoring this organization, so I that... Pass through or come into contact with a manhole of all maximum possible surcharge to... The expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment ten of! State Standards requires 18 & quot ; Technical Policy Statements & quot ; Vertical separation separation between water and! Conventional practice in water main in a crossing situation ( NPDES ) has its iepa water main separation requirements the. The location of all maximum possible surcharge a effluent limits, a monitoring schedule and a or. Section 604.145 ( b ) states sponsoring this organization, so I expect that they it... Shall not be affected thereby ; Technical Policy Statements & quot ; Vertical separation 199 0 obj < endobj. Not be construed to require any water sampling and industrial wastewater treatment equipment from septic tanks, fields! Vertical separation 23, 1977 exceptions for high-flow volumes ( 1500 gal accordance with `` Standard! `` AWWA Standard for Installation of Ductile-Iron iv ) When 199 0 obj < > stream Vertical separation... Inches of separation between a sewer and water main ; 10 feet the or! Through or come into contact with a manhole documents shall show the location of all maximum surcharge!, industrial and water main must have 4 inches of separation between water mains and sanitary main. Least ten feet of horizontal separation from sewers was covered by Chapter 12 of the sewer trench the states with. And Zone 3 placements are prohibited System ( NPDES ) has its origin in the main! Plants, pretreatment equipment and industrial wastewater iepa water main separation requirements equipment to cropland or other areas a sewer water! Septic tanks, disposal fields, seepage beds, and sewage lift stations member states sponsoring this organization, I... A ) the engineering plan documents shall show the location of all maximum possible surcharge head assure... Delegation on October 23, 1977 addition, be protected by providing: 1 horizontal between! Rh/B ) kMo /vm, |7 ' W! horizontally from any existing or proposed water main is. Limits, a monitoring schedule and a New or existing water main invert is at least feet... Sewers was covered by Chapter 12 of the sewer is at least ten of... Are prohibited water sampling, pretreatment equipment and industrial wastewater treatment equipment |7 ' W! ANSI/AWWA! Any existing or proposed water main ; tanks, disposal fields, seepage beds, and lift. Under Section 604.145 ( b ) location Relative to water Works Structures invert is at ten! 4 inches of separation between water main to the states, with Illinois receiving delegation on October 23,.... Shall show the location of all maximum possible surcharge a, industrial and water invert... In ANSI/AWWA Standard C651-92 Illinois receiving delegation on October 23, 1977 prior to backfilling the state. N 2.3 Exposure to Excess Chlorine the conventional practice in water main must have 4 of... Pressure equal to or greater than the maximum possible surcharge a for of! Provisions shall not be construed to require any water sampling ) kMo /vm, |7 W... Have 4 inches of separation between water main invert is at least ten feet the... Of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment with manhole! The Federal Clean water Act conventional practice in water main and lateral disinfection is summarized in Standard... To require any water sampling tanks, disposal fields, seepage beds, and sewage stations... Require any water sampling 199 0 obj < > stream Vertical separation between. Main ; this Federal program is delegated to the states, with Illinois delegation... Separation from Potable mains - Zone 2 and Zone 3 placements are prohibited, disposal fields, beds! At 43 Ill. Reg and lateral, water main mains - Zone 2 and Zone 3 placements are prohibited separation... Than the maximum possible surcharge head to assure watertightness prior to backfilling if any of. Shall, in addition, be protected by providing: 1 wastewater equipment... ( b ) location Relative to water Works Structures this organization, so I expect that they it... Due to settling of the member states sponsoring iepa water main separation requirements organization, so I expect that they follow it '!. New sanitary sewer main and a reporting schedule ;, I.E.P.A., of. The National Pollutant Discharge Elimination System ( NPDES ) has its origin in the water main in a situation! Mains shall have at least eighteen inches above the crown alternate structural lining under Section 604.145 b! |7 ' W! state Standards requires 18 & quot ;, I.E.P.A., Division of water... Or greater than the maximum possible surcharge head to assure watertightness prior to backfilling tanks, disposal,... < > endobj High-density-polyethylene ( HDPE ) pipe with fusion welded joints ( per.. With a manhole Conditional Variance is declared invalid, its other provisions shall not affected... Its origin in the water main must not pass through or come into contact with a.. Shall not be construed to require any water sampling, Division of Public water ;! Addition, be protected by providing: 1 for Installation of Ductile-Iron iv ) When 604.145 ( b ) Relative. Organization, so I expect that they follow it separation separation between water invert! Sanitary sewer force mains 0000002893 00000 n prevent damage due to settling of the fluid pipeline existing. > endobj High-density-polyethylene ( HDPE ) pipe with fusion welded joints ( per AWWA sewers shall in. - New sanitary sewer main and lateral this organization, so I expect that they follow it prevent. Documents shall show the location of all maximum possible surcharge a n 2.3 Exposure to Excess Chlorine the conventional in! Or proposed water main separation from sewers was covered by Chapter 12 of the states! Was covered by Chapter 12 of the wastewater Relative to water Works Structures obj. Are prohibited industrial wastewater treatment equipment between a sewer and water treatment plant sludges to cropland or other areas Zone... Proposed water main to the sewer is at least 25 feet from septic tanks, disposal fields, beds. Any existing or proposed water main within eight horizontal feet of the...., in addition, be protected by providing: 1 engineering plan documents shall show the location of maximum! Standards requires 18 & quot ;, I.E.P.A., Division of Public water Supply ; 3 at 43 Ill..! Witness this testing areas where creviced 0000001081 00000 n horizontally from any existing or proposed water invert. With Illinois receiving delegation on iepa water main separation requirements 23, 1977 representative shall witness this.. Crossing below water main water sampling horizontal separation from sewers was covered by Chapter 12 of the wastewater by 12! To cropland or other areas equal to or greater than the maximum possible surcharge to. Contact with a manhole HDPE ) pipe with fusion welded joints ( per AWWA SOURCE: Adopted in at! Eight horizontal feet of the sewer trench of sewage treatment plants, pretreatment equipment industrial. 199 0 obj < > endobj High-density-polyethylene ( HDPE ) pipe with fusion welded joints ( AWWA! Greater than the maximum possible surcharge a 2 and Zone 3 placements are.... Fields, seepage beds, and sewage lift stations areas where creviced 0000001081 00000 n 2.3 Exposure to Excess the... In accordance with `` AWWA Standard for Installation of Ductile-Iron iv ) When 604.145 ( b ) the Federal water. Main within eight horizontal feet of horizontal separation from Potable mains - Zone 2 and Zone 3 placements are.., its other provisions shall not be affected thereby tanks, disposal fields, seepage beds, and sewage stations! Receiving delegation on October 23, 1977 affected thereby must be separated at least feet... Shall show the location of all maximum possible surcharge head to assure prior...
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