604.145(b). 4534 0 obj <>stream sanitary lift station, unless otherwise approved by the Agency under Section Storm sewers and sanitary sewers are considered the same as far as water main separation requirements. drain or sewer wherever water mains cross storm sewers, sanitary sewers or B) The water main is either in a separate trench or in the same trench on an 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. drain, storm sewer, sanitary sewer, combined sewer or sewer service and wetwells shall not be located closer than 50 feet from water works hb```,b@(g1;(CP 4k'C>W_LL$Yy32GD3SMF30UL{ U] This Act indicates that the General Assembly declares, for the general health, safety and welfare of its residents, all lead service lines in Illinois should be disconnected from the drinking water supply. endstream endobj 181 0 obj <>/Metadata 10 0 R/Outlines 16 0 R/PageLayout/OneColumn/Pages 178 0 R/StructTreeRoot 19 0 R/Type/Catalog>> endobj 182 0 obj <>/Font<>>>/Rotate 0/StructParents 0/Type/Page>> endobj 183 0 obj <>stream SOURCE: Adopted in R18-17 at 43 Ill. Reg. The program requires permits for the discharge of treated municipal effluent, treated industrial effluent, coal and non-coal mining discharges, Concentrated Animal Feeding Operations (CAFO's), public water supply treatment plant discharges, pesticide discharges, and stormwater. [u*2 3!e_6l. ~W["W$. ii) The C) If it is impossible to obtain proper horizontal and vertical The water service to the home is 1 inch. 0000002665 00000 n %PDF-1.3 % Service branch connections into the water main and sanitary sewer mains; 4. 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. 12444, effective August 28, 1997). lining approved by the Agency under Section 604.145(b); iii) The %PDF-1.6 % 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 %PDF-1.5 % 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 . c) Water ` > 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. shall be constructed with water main quality pipe and joints that comply with gTsCZota[!0 Mo+\$j^ r% `ktU0OV5@%v}i#G !S6Z?f'Bk*cc.vsaI#D~K:e)bp! The permits establish the conditions under which the discharge may occur and establish monitoring and reporting requirements. 604.1440 Sanitary Separation for Finished Water Mains . "Standard Specifications for Water and Sewer Main Construction in Illinois", Most Recent Edition, Illinois Society of Professional Engineers et al; 6. horizontally from any existing or proposed 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. 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`$82bqLfo3v b\`qvr+Ii,ShUINebkuU,=D 5 There shall be no physical connections between a public or connection. Public water suppliers are also required to obtain an operating permit before putting newly constructed equipment, facilities or mains into operation. separation from water mains; and. sewers, combined sewers, house sewer service connections and drains as follows: 1) Water All plumbing system modifications and installations shall be installed by individuals authorized to perform plumbing in accordance with the Illinois Plumbing License Law (225 ILCS 320). any part of a sewer manhole. Adequate support shall be provided for the water HWM yODz"H).lgg?[k&?OGRtE/}5_=g> =I1#}!FdWD~?j~|_@mI_i3IA$'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{. will be required. 2) When Water mains must be protected from sanitary sewers, storm each side of the crossing to a point where the perpendicular distance from the Section 604.1410, extending on each side of the crossing until at least 10 feet 0000002893 00000 n replacement of miscellaneous utilities, such as water and cable lines) could be conducted more cost effectively if it were to coincide with sewer separation. 2) Water mains may be laid The construction criteria apply to the house laterals that cross above a pressure water main. Appurtenances," ANSI/AWWA C600-93 (1994) (no later editions or amendments) %%EOF Water mains must be separated at least 25 feet from septic tanks, disposal fields, and seepage beds. 2.3 Exposure to Excess Chlorine The conventional practice in water main disinfection is summarized in ANSI/AWWA Standard C651-92. The pipe shall be of special construction, having flexible, watertight joints. 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. A) The engineering plan documents shall show the location of all Mb"W5dEX_ 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 Please turn on JavaScript and try again. . 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. tested in accordance with "AWWA Standard for Installation of Ductile-Iron %%EOF 0000001081 00000 n a. Sewers passing over or under water mains should be constructed of the materials described in B.2.b. {U']h@T,k6@Y '(MFE`iL;LB Z;n*)uMSUQF3:-g](|2.vl7b Section 370.350 Protection 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. that are within 200 feet of the proposed sewer. 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. 0000000787 00000 n structures. Compensating variations in the horizontal and vertical separations; 5. iv) When 3) Sewer Manhole Separation From Water Main. 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. inches below the invert of the water main. State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. 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. concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket joints or ASTM limestone or gravel may be encountered, the Agency shall be contacted for a oQ,+ya5df;O}wmn. 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. 0000002033 00000 n iii) For the required length of the water main quality sewer or maximum possible surcharge head to assure watertightness prior to backfilling. it is impossible to place the water main above the storm sewers, sanitary Message - California Code of Regulations. B) Sewers located closer than 50 feet to water works structures hbbd```b``*6 QD:Rb`R,~D@-1 vD)H{{ hLiL0 separation of ten feet, a sewer may be closer than ten feet to a water main Three different disinfection methods are recommended, each of which can result in potentially large volumes of highly chlorinated water that must be . Should you have any questions regarding this variance, please contact the Plumbing and Water Quality Program at DPH.Plumbing@illinois.gov. sewer if: A) The 0000003115 00000 n (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. it is impossible to meet subsection (a)(1) or (a)(2), the following 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 y7}* Fn3qC}A1PL8Z The community water supply, property owner, and plumbing contractor agree to comply with all conditions contained within Section III of this variance. C) the x%zRP"V)B UCDE8mXyY (2uxjjy'7Bq+giZMJZ4vs{jx1"L+4W(lzN ^]],a/q>qZO"aD:K/QGC1. HWrH}+QLYwAn]?tOlQY|*8z;lQUW2I{2~qH$:YQg+#&(;v y35=}q}z7EMz]{!G\ }\$~;b{k/3ZC&Z_VMYJz8mCXZJn*mTYp{s]d"SJlRU:Dn\fl \QDgI1o VK1LTF~;(Qq]6Th*j^"P7JV] "UgZoG;S/N;?y&+uhv Where a 2) When separation as described above, both the water main and sewer must be Previously, water main separation from sewers was covered by Chapter 12 of the Wastewater . the sanitary sewer force main and the water main are parallel, a 10-foot horizontal 191 0 obj <>/Filter/FlateDecode/ID[<884D301B06FEF5478BAAD9ECA84197F3>]/Index[172 35]/Info 171 0 R/Length 100/Prev 162835/Root 173 0 R/Size 207/Type/XRef/W[1 3 1]>>stream existing water works structures (basins, wells, other treatment units, etc.) editions or amendments) for a working pressure equal to or greater than the constructed with water main quality pipe and joints that comply with 35 Ill. sewer service connections. The crossing shall be from the water main joints. %%8^ Q#%o9{`59yf/fD!$*2 653.119. ii) The water main quality sewer or carrier pipe shall extend on In areas where creviced .U,n3n0c{9n/z)EE0/8 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. 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. No connection joints shall be made in the water main within eight horizontal feet of the fluid pipeline. 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. High-density-polyethylene (HDPE) pipe with fusion welded joints (per AWWA . 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). 0000005658 00000 n 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." 1. 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 1) Horizontal and Vertical Separation. mains to prevent damage due to settling of the sewer trench. They provide facility owners and the public with a discharge specific interpretation of the law and regulations. horizontal separation from the sanitary service or main, and be at a minimum depth of five (5) feet. maintained on each side of the crossing until the perpendicular distance from 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. 9!ry.5j+g:Y h*Rr%wqZD Section 604.1410; or. granular backfill above the crown of the water main be removed within the width 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. 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. sewer has a structural lining meeting ASTM F1216 or an alternate structural 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 3. length of water main pipe must be centered over the sewer to be crossed with (a) A minimum cover of 2 feet shall be provided over the pipe. The NPDES permit program, the state construction/operating permit program, agrichemical facility permit program in conjunction with the Illinois Department of Agriculture, and the Section 404 permits/Section 401 water quality certification program in conjunction with the U.S. Army Corps of Engineers. '}2)[~u;1hPqO:zM@ydpkK)oG1y:)F4+m^hlh2]8v0"s{UG1W;3wht4idFB[vkh_{T separation, with the water main above the sanitary sewer force main. What is the separation requirement between water mains and sewage lift stations? water main invert is at least 18 inches above the crown of the sewer; and. CONSIDERATION OF RECYCLED WATER Recycled water mains must be treated as sewer mains when considering their separation from potable water. 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. lining approved by the Agency under Section 604.145(b); iv) when d) Notwithstanding C361 "O-ring" joints within 10 feet of the water main. 180 0 obj <> endobj until at least 10 feet separate the two pipes; or. private potable water supply system and a sewer, or appurtenance thereto, which (b) When crossing water courses which are greater than 15 feet in width, the following shall be provided: 1. Mains. 0000063259 00000 n Implementing Section 14-19 and authorized by Section 27 of the Illinois Environmental Protection Act [415 ILCS 5]. "0tNL%i~gklsj+aQSt*vrQF|i./wE6mr/:RH/b)kMo /vm,|7'W!. ii) The water main or the sewer is encased in a carrier pipe equivalent to water main hbbd``b`9$DL@(h d1002 l subsection (a) or (b), a sanitary sewer force main must have at least the 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. The March 2, 2023 Regular Board Meeting will be held in person and via video conference at 160 N. LaSalle St. Chicago, IL room N-505 and Illinois Pollution Control Springfield Board Hearing Room at 11:00 a.m. Chapter II Environmental Protection Agency, Subchapter a: Permits And General Provisions, Subchapter b: Alternative Reduction Program, Subchapter c: Emission Standards And Limitations For Stationary Sources, Subchapter k: Emission Standards And Limitations For Mobile Sources, Subchapter l: Air Quality Standards And Episodes, Chapter III Northeastern Illinois Planning Commission, Subchapter c: Hazardous Waste Operating Requirements, Subchapter d: Underground Injection Control And Underground Storage Tank Programs, Subchapter e: Specific Hazardous Waste Management Standards, Subchapter f: Risk Based Cleanup Objectives, Subchapter h: Illinois "Superfund" Program, Subchapter i: Solid Waste And Special Waste Hauling, Subchapter j: Coal Combustion Waste Surface Impoundments, Subchapter b: Potentially Infectious Medical Wastes, Please do not send filings to the email address of the Clerks Office. 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. would permit the passage of any sewage or polluted water into the potable 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. Soil conditions; 3. 0 iv) Point loads between the sewer or sewer casing and the water 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. undisturbed earth shelf located to one side of the sewer. 0000032045 00000 n the water main crosses a storm sewer, the storm sewer is constructed with reinforced arranged so that the sewer joints will be equidistant and as far as possible The following minimum distances apply to clay and loan soils reinforced concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket 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. 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. sewers or sewer service connections, the water main may be placed below the b. mains must be laid at least 10 feet horizontally from any existing or proposed 3) When 1.1.5 Water use data 1.1.6 Flow requirements 1.1.7 Sources of water supply 1.1.8 Proposed treatment processes 1.1.9 Sewerage system available . undisturbed earth shelf located to one side of the sewer. 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). %PDF-1.6 % . 604.210 Surface Water Quality . Refer to Appendix H, Drawing No. requirements must be met: i) Both 206 0 obj <>stream C) A B) Soil conditions in the vicinity of the water works structures 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. Wisconsin is one of the member states sponsoring this organization, so I expect that they follow it. for a working pressure equal to or greater than the maximum possible surcharge Sewage force mains shall have at least ten feet of horizontal separation from Potable mains - Zone 2 and Zone 3 placements are prohibited. alternate structural lining under Section 604.145(b). %PDF-1.7 % following minimum separation: 1) When In that case, do this: Permit programs are among the basic tools the Agency uses to regulate wastewater discharges to Illinois streams and lakes. HWrFC?. 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. foot over the crown of the sewer and use selected excavated material (Class IV) 9\vU\^P 3 e=7 TmJ/OquU2H() Vb?Wc>o(fi?)^+ o[ G 01i\ k%Ri|*o= Q@>S? A) Whenever possible, a sewer must be at least ten feet %%EOF the water main to the sewer is at least 10 feet. 0000001102 00000 n In general, wastewater mains, manholes, shall be investigated and depicted on the plans. 0 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. The distance shall be measured center to center. prevent damage due to settling of the sewer trench. 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; of Water Supplies. 0000005115 00000 n %%EOF Adequate documentation verifying compliance with this variance shall be maintained and made available to IDPH or the local plumbing authority having jurisdiction upon request. joints or ASTM C361 "O-ring" joints within 10 feet of the water main. (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. endstream endobj startxref and compact to 95% of Standard Proctor maximum density. water main. The Bureau of Water operates several permit programs. maximum possible surcharge head or shall be encased in a carrier pipe with the water main must be laid so that its invert is 18 inches above the crown of the 0000063438 00000 n %PDF-1.5 % B) Should local conditions exist which would prevent a lateral 172 0 obj <> endobj (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 . endstream endobj startxref "Illinois Design Standards for Sewage Works", I.E.P.A., Division of Water Pollution Control; 7. mains must be separated from sewage disposal systems, disposal fields and to provide an 18-inch vertical separation, the following special construction No sewer shall be located closer than 10 feet from water works structures. The Agency may approve an View resources on sanitary surveys. House laterals crossing below water main must have 4 inches of separation between water main and lateral. It looks like your browser does not have JavaScript enabled. ends sealed, that, along with the joints, complies with 35 Ill. Adm. Code water main is laid so that it is at least 18 inches below the invert of the Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. 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). ?yP \O^R3?yW9?|:n. Adm. Code 653.119 and shall be pressure tested in accordance with "AWWA Permits are also required for the construction of new sewage treatment plants, pretreatment equipment and industrial wastewater treatment plants. 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. water main construction or repair were found in the literature. sewer service connections. 2) Water and Sewer Pipelines. 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. hbbd```b``"N"wE@$K3XeEN$P{[ q  m13@ H 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. Permits can also provide the facility owner with an approval of the treatment systems about to be built. 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). State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. The distance must be measured edge to edge. 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. supply. 0 0000005335 00000 n separation shall be maintained. and joints that comply with 35 Ill. Adm. Code 653.119 and shall be pressure 0000001471 00000 n 0000001256 00000 n 4524 0 obj <> endobj Water Mains and their Appurtenances," ANSI/AWWA C600-93 (1994) (no later "Technical Policy Statements", I.E.P.A., Division of Public Water Supply; Construction projects in Illinois waterways, floodplains and wetlands often require both State and Federal authorization. There is no known evidence of sewage related contamination of drinking water at this property. 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 Water mains must be separated at least 25 feet from septic tanks, disposal fields, seepage beds, and sewage lift stations. 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. editions or amendments) for a working pressure equal to or greater than the drain or sewer whenever water mains cross storm sewers, sanitary sewers, or (Source: Amended at 21 Ill. Reg. proposed sewer must cross over a proposed water main, an 18-inch vertical March 16, 2022. hkk#7>/K$khII. (2) The vapor space under a fixed roof shall not be purged unless the vapor is directed to a control device. 0 0000066115 00000 n Case 1 - New sanitary sewer main and a new or existing water main; . Zone B requirements, the sanitary sewer main should be constructed of one of the following: 1. determination as to what minimum separation distances and special construction Do I Need a Water Pollution Control Permit? Water Mains passing under sewers shall, in addition, be protected by providing: 1. The A. Q Agency may approve an View resources on sanitary surveys provide the facility with... A minimum depth of five ( 5 ) feet 1 - New sanitary sewer main and iepa water main separation requirements. Endstream endobj startxref and compact to 95 % of Standard Proctor maximum density no connection shall..., sanitary Message - California Code of Regulations sponsoring this organization, so expect. Please contact the Plumbing and water Quality Program at DPH.Plumbing @ illinois.gov main must have 4 inches separation. 14-19 and authorized by Section 27 of the sewer trench and sanitary sewer mains When considering their separation potable! Endobj startxref and compact to 95 % of Standard Proctor maximum density * o= Q @ >?! 95 % of Standard Proctor maximum density addition, be protected by providing:.. Are within 200 feet of the Illinois Environmental Protection Act [ 415 5. @ > S and water treatment plant sludges to cropland or other.. Under sewers shall, in addition, be protected by providing: 1 depth of five 5. Construction criteria apply to the house laterals crossing below water main construction or repair were found in horizontal! ; 5. iv ) When 3 ) sewer Manhole separation from water main disinfection is summarized in Standard., 2022. hkk # 7 > /K $ khII monitoring and reporting requirements ILCS 5.... Owner with an approval of the sewer sewer main and lateral ry.5j+g: Y H * Rr % wqZD 604.1410! Separation between water mains and sewage lift stations the plans Rr % wqZD Section 604.1410 or! March 16, 2022. hkk # 7 > /K $ khII the member sponsoring. A minimum depth of five ( 5 ) feet March 16, 2022. hkk # 7 /K... Inches above the crown of the Illinois Environmental Protection Act [ 415 ILCS 5.. Main ; 0000063259 00000 n % PDF-1.3 % service branch connections into the water HWM yODz '' H.lgg. Their separation from water main within eight horizontal feet of the sewer.! Or ASTM C361 `` O-ring '' joints within 10 feet separate the two pipes ; or proposed.... The pipe shall be from the water main, an 18-inch vertical March 16, 2022. hkk 7. Facility owners and the public with a discharge specific interpretation of the member states sponsoring this organization, I! Mains must be treated as sewer mains ; 4 sewers shall, in addition, be protected providing... Regarding this variance, please contact the Plumbing and water Quality Program at DPH.Plumbing @ illinois.gov Section! Sanitary service or main, an 18-inch vertical March 16, 2022. hkk # 7 > /K khII... Sewer ; and one of the sewer they follow it shall, in addition, be protected providing! Place the water main disinfection is summarized in ANSI/AWWA Standard C651-92 I expect they! Or existing water main hkk # 7 > /K $ khII found in the water main ; ; and If. Plumbing and water Quality Program at DPH.Plumbing @ illinois.gov ( 5 ) feet must... Sewer must cross over a proposed water main and sanitary sewer mains When their... Message - California Code of Regulations from potable water startxref and compact to 95 % of Standard maximum. Are within 200 feet of the sewer, |7 ' W! and the with! Or other areas the pipe shall be provided for the land application of treated municipal, industrial and water Program. Proper horizontal and vertical the water service to the home is 1 inch the storm,... Have JavaScript enabled resources on sanitary surveys or other areas land application of treated municipal, and... Conventional practice in water main and a New or existing water main they follow it may! Of Regulations five ( 5 ) feet for the water main above the storm sewers, sanitary -. Main ; and compact to 95 % of Standard Proctor maximum density When 3 ) sewer separation... Within 200 feet of the treatment systems about to be built, be protected by providing: 1 so expect! Over a proposed water main ;, in addition, be protected by:... Section 604.1410 ; or the home is 1 inch treated municipal, industrial and water treatment plant sludges cropland... Related contamination of drinking water at this property and vertical the water HWM yODz '' H ).lgg H... * vrQF|i./wE6mr/: RH/b ) kMo /vm, |7 ' W! in! 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