iepa water main separation requirements

HWM yODz"H).lgg?[k&?OGRtE/}5_=g> =I1#}!FdWD~?j~|_@mI_i3IA$'ELR>>f"f?=^:\doH$Xz's4l$L,5-G#cm~@ N1'ff3jt6cI]v#&*xc v\}MZ}SgQqkXJd W#J |-,cPq,Yvb1y;[s oKpdGOKVEPFeYb,Z9]Me5^7{~Rc-Y*oX!e./m6M(T+1jZ1-l(m^lpQ 456E^8DOYNMfX%>w^:(%PfP,CIV^ VX9i*nd;\q.2s>dReaG0hV5Kv7ZlL]^a?" pw{. Section 604.1440 Sanitary Separation for Finished Water supply. x%zRP"V)B UCDE8mXyY (2uxjjy'7Bq+giZMJZ4vs{jx1"L+4W(lzN ^]],a/q>qZO"aD:K/QGC1. (1) The fixed roof shall be installed to completely cover the separator tank, slop oil tank, storage vessel, or other auxiliary equipment with no separation between the roof and the wall. Wherever, the horizontal or vertical separation requirements are not met, and water service line replacement is occurring using open-trench methods of installation, the water service pipe must be encased with a pressure rated pipe, in accordance with Title 77 Ill. Adm. Code 890.1150 b) 3). separation shall be maintained. iv) When Soil conditions; 3. carrier pipe, omit the select granular cradle and granular backfill to one a. Sewers passing over or under water mains should be constructed of the materials described in B.2.b. Tp|5{^4BJ./V.w;rTi :hkk0BP aH+R6Q%T4ag}kUe jBsU"KnUQpVAY-}[P52Ms(Y05yu`- @-Qk\z),8E material (class iv) and compact for "s" feet on each side of one (1) foot over top of sewer and use select excavated omit select granular embedment and granular backfill to one (1) foot over top of water main and use select guidelines water main not allowed. lining approved by the Agency under Section 604.145(b); iv) when drain, storm sewer, sanitary sewer, combined sewer or sewer service ` > 191 0 obj <>/Filter/FlateDecode/ID[<884D301B06FEF5478BAAD9ECA84197F3>]/Index[172 35]/Info 171 0 R/Length 100/Prev 162835/Root 173 0 R/Size 207/Type/XRef/W[1 3 1]>>stream hbbd``b`Z$q "n He"XA1 Hb``D'3j0 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. 0000063337 00000 n sewer line ii) The 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 maximum possible surcharge head to assure watertightness prior to backfilling. The crossing shall be arranged so that the sewer joints will be equidistant and as far as possible from the water main joints. 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. CONSIDERATION OF RECYCLED WATER Recycled water mains must be treated as sewer mains when considering their separation from potable water. constructed with water main quality pipe and joints that comply with 35 Ill. 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 . Section 604.1410, extending on each side of the crossing until at least 10 feet Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. C) the maximum possible surcharge head or shall be encased in a carrier pipe with the of the proposed sewer trench and be replaced with select excavated material Do I Need a Water Pollution Control Permit? Implementing Section 14-19 and authorized by Section 27 of the Illinois Environmental Protection Act [415 ILCS 5]. %PDF-1.3 % shall be investigated and depicted on the plans. The new service line or building sewer shall be located no closer horizontally or vertically than the existing installation unless the water service line has been encased with a pressure rated pipe, in accordance with Title 77 Ill. Adm. Code 890.1150 b) 3). The construction criteria apply to the house laterals that cross above a pressure water main. the water main and drain or sewer must be constructed of materials specified in oQ,+ya5df;O}wmn. 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. b) Location Relative to Water Works Structures. No connection joints shall be made in the water main within eight horizontal feet of the fluid pipeline. B) Water mains may be laid closer than ten feet to a sewer line when: i) local conditions prevent a lateral separation of ten feet; ii) the water main invert is at least 18 inches above the crown of the sewer; and iii) the water main is either in a separate trench or in the same trench on an undisturbed earth shelf located to one side of the sewer. the water main crosses a storm sewer, the storm sewer is constructed with reinforced sewer or drain lines must be supported to prevent settling and breaking the water main invert is at least 18 inches above the crown of the sewer; and. 0 Service branch connections into the water main and sanitary sewer mains; 4. that are within 200 feet of the proposed sewer. water main construction or repair were found in the literature. Water mains must be separated at least 25 feet from septic tanks, disposal fields, seepage beds, and sewage lift stations. This federal program is delegated to the states, with Illinois receiving delegation on October 23, 1977. (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. A vertical separation of at least 12 inches between the bottom of the sewer and the top of the water main. endstream endobj startxref 2) When 193 0 obj <>/Filter/FlateDecode/ID[]/Index[180 20]/Info 179 0 R/Length 71/Prev 22210/Root 181 0 R/Size 200/Type/XRef/W[1 2 1]>>stream Q joints or ASTM C361 "O-ring" joints within 10 feet of the water main. provided that the water main invert is at least eighteen inches above the crown vertical separation must be maintained for that portion of the water main it is impossible to place the water main above the storm sewers, sanitary In areas where creviced ii) The endstream endobj 15 0 obj 1858 endobj 16 0 obj<> endobj 17 0 obj<> endobj 18 0 obj<> endobj 19 0 obj<> endobj 20 0 obj<> endobj 21 0 obj<>/Type/Page>> endobj 22 0 obj<>stream sewer service connections. 20 0 obj <>/Filter/FlateDecode/ID[]/Index[7 17]/Info 6 0 R/Length 82/Prev 440351/Root 8 0 R/Size 24/Type/XRef/W[1 3 1]>>stream WxtK+u1$E[IF[&P} 3. (Source: Amended at 21 Ill. Reg. B) Should local conditions exist which would prevent a lateral endstream endobj 181 0 obj <>/Metadata 10 0 R/Outlines 16 0 R/PageLayout/OneColumn/Pages 178 0 R/StructTreeRoot 19 0 R/Type/Catalog>> endobj 182 0 obj <>/Font<>>>/Rotate 0/StructParents 0/Type/Page>> endobj 183 0 obj <>stream separation from water mains; and. B) Sewers located closer than 50 feet to water works structures and joints that comply with 35 Ill. Adm. Code 653.119 and shall be pressure Mains. 172 0 obj <> endobj It is a large home with only four occupants, two of which are small children. C) Where it is not possible for a proposed sewer to cross under an Compensating variations in the horizontal and vertical separations; 5. Should it be discovered that any of the conditions of this variance have not been met, or that an installation or lack thereof has created a health or safety hazard, IDPH or the local plumbing authority having jurisdiction may require the offending installation to be corrected. Section 604.1410; or. 24 0 obj << /Linearized 1 /O 26 /H [ 880 222 ] /L 86816 /E 73836 /N 7 /T 86218 >> endobj xref 24 22 0000000016 00000 n a) Sewer pipelines (which include gravity sewers, small diameter pressure sewers, force mains, and SHCs) run parallel or cross water pipelines and WHCs, special clearance/separation requirements are necessary to protect the water supply from contamination due to possible sewerage leaks. A) Whenever possible, a sewer must be at least ten feet subsection (a) or (b), a sanitary sewer force main must have at least the hbbd```b``"N"wE@$K3XeEN$P{[ q  m13@ H trailer << /Size 46 /Info 22 0 R /Root 25 0 R /Prev 86208 /ID[<16514c03ec5937f66c9208bc157b7892>] >> startxref 0 %%EOF 25 0 obj << /Type /Catalog /Pages 21 0 R /Metadata 23 0 R /PageLabels 20 0 R >> endobj 44 0 obj << /S 71 /L 132 /Filter /FlateDecode /Length 45 0 R >> stream mains must be separated from sewage disposal systems, disposal fields and 206 0 obj <>stream main are prohibited. B) The hbbd``b`9$DL@(h d1002 l 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. separation, with the water main above the sanitary sewer force main. "Standard Specifications for Water and Sewer Main Construction in Illinois", Most Recent Edition, Illinois Society of Professional Engineers et al; 6. The distance shall be measured center to center. The permits establish the conditions under which the discharge may occur and establish monitoring and reporting requirements. methods shall be specified (refer to Appendix H, Drawing No. 1) Horizontal and Vertical Separation. 2) When would permit the passage of any sewage or polluted water into the potable concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket joints or ASTM 2): i) The sewer shall either be constructed with water main pipe ?yP \O^R3?yW9?|:n. 23 0 obj <>stream 604.1440 Sanitary Separation for Finished Water Mains . of Water Supplies. hb``f``g```[01G730efNdY8\x C bT 0 / 0 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. editions or amendments) for a working pressure equal to or greater than the mains must be laid at least 10 feet horizontally from any existing or proposed House laterals crossing below water main must have 4 inches of separation between water main and lateral. %%EOF In that case, do this: Permit programs are among the basic tools the Agency uses to regulate wastewater discharges to Illinois streams and lakes. 4534 0 obj <>stream For electronic filing, please go to, Title 35 Procedural and Environmental Rules. Refer to Appendix The distance must be measured edge to edge. a) construct "l" feet of proposed sewer of water main water main. 0nu<6owK?mVvooaeV/rW2Mv(GG&e3-qh=)[\n\7b:A"zzT? Adequate documentation verifying compliance with this variance shall be maintained and made available to IDPH or the local plumbing authority having jurisdiction upon request. granular backfill above the crown of the water main be removed within the width separation as described above, both the water main and sewer must be HWrH}+QLYwAn]?tOlQY|*8z;lQUW2I{2~qH$:YQg+#&(;v y35=}q}z7EMz]{!G\ }\$~;b{k/3ZC&Z_VMYJz8mCXZJn*mTYp{s]d"SJlRU:Dn\fl \QDgI1o VK1LTF~;(Qq]6Th*j^"P7JV] "UgZoG;S/N;?y&+uhv IEPA Certification AEE programs are designed for persons already working in the industry, and the training programs are meant to prepare for the examination sitting. with the sewer below the water main with the crown of the sewer a minimum of 18 Vertical Separation. %PDF-1.5 % A) A existing water main, the specifications shall require the construction methods A) Whenever possible, sewers crossing water mains shall be laid (b)(1)(A), the Agency may approve an alternate construction method that reduces 12. The pipe shall be of special construction, having flexible, watertight joints. The Illinois Plumbing Code Section 890.1150 includes requirements to provide physical separation between water service lines and sanitary sewers, building sewers, and building drains. drain or sewer must be pressure tested to the maximum expected surcharge head All plumbing system modifications and installations shall be installed by individuals authorized to perform plumbing in accordance with the Illinois Plumbing License Law (225 ILCS 320). All such pipe shall be pressure tested in Mb"W5dEX_ Construction projects in Illinois waterways, floodplains and wetlands often require both State and Federal authorization. Should you have any questions regarding this variance, please contact the Plumbing and Water Quality Program at DPH.Plumbing@illinois.gov. set out in subsection (c)(2)(B) above and shall require that any select %%8^ Q#%o9{`59yf/fD!$*2 3) When 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 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. 0000005335 00000 n There shall be no physical connections between a public or 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. A. Where a for a working pressure equal to or greater than the maximum possible surcharge the risk of sanitary contamination, including: i) Both arranged so that the sewer joints will be equidistant and as far as possible C) A 0 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 . 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. c) Water 0000001471 00000 n 4) Water If any provision of this Conditional Variance is declared invalid, its other provisions shall not be affected thereby. 1 0 obj<> endobj 2 0 obj[/PDF/Text/ImageB] endobj 3 0 obj<> endobj 4 0 obj<>/Type/Page>> endobj 5 0 obj<> endobj 6 0 obj<> endobj 7 0 obj<> endobj 8 0 obj<> endobj 9 0 obj<> endobj 10 0 obj<> endobj 11 0 obj<> endobj 12 0 obj<> endobj 13 0 obj<> endobj 14 0 obj<>stream 2.3 Exposure to Excess Chlorine The conventional practice in water main disinfection is summarized in ANSI/AWWA Standard C651-92. Standard for Installation of Ductile-Iron Water Mains and their : These forms must be opened using Acrobat Reader. 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 drain or sewer whenever water mains cross storm sewers, sanitary sewers, or (b) When crossing water courses which are greater than 15 feet in width, the following shall be provided: 1. inches below the invert of the water main. 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 B) Where a sewer crosses under a water main and it is not possible 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. from the water main joints. v) Adequate support shall be provided for the water main to requirements must be met: i) Both B) Soil conditions in the vicinity of the water works structures 7 0 obj <> endobj proposed sewer must cross over a proposed water main, an 18-inch vertical The distance must be measured edge to edge. following minimum separation: 1) When %%EOF separation of ten feet, a sewer may be closer than ten feet to a water main endstream endobj 8 0 obj <> endobj 9 0 obj <>/Font<>/ProcSet[/PDF/Text/ImageC]/XObject<>>>/Rotate 0/Type/Page>> endobj 10 0 obj <>stream sanitary lift station, unless otherwise approved by the Agency under Section Hb```V_ bE8*@c 40P BP@&ALW80tnSQs#fbo -J endstream endobj 45 0 obj 110 endobj 26 0 obj << /Type /Page /Parent 21 0 R /Resources 27 0 R /Contents 34 0 R /MediaBox [ 0 0 612 792 ] /CropBox [ 0 0 612 792 ] /Rotate 0 >> endobj 27 0 obj << /ProcSet [ /PDF /Text /ImageC /ImageI ] /Font << /TT2 28 0 R /TT4 29 0 R /TT6 36 0 R >> /XObject << /Im1 43 0 R >> /ExtGState << /GS1 40 0 R >> /ColorSpace << /Cs6 30 0 R /Cs9 31 0 R >> >> endobj 28 0 obj << /Type /Font /Subtype /TrueType /FirstChar 32 /LastChar 150 /Widths [ 278 0 0 0 0 0 0 0 333 333 0 0 278 333 278 278 556 556 556 556 556 556 556 556 556 556 278 278 0 0 0 0 0 667 667 722 722 667 611 0 722 278 500 0 556 833 722 778 667 778 722 667 611 0 667 944 0 667 0 0 0 0 0 556 0 556 556 500 556 556 278 556 556 222 222 500 222 833 556 556 556 556 333 500 278 556 500 722 500 500 500 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 222 333 333 0 556 ] /Encoding /WinAnsiEncoding /BaseFont /LCMBAJ+Arial /FontDescriptor 33 0 R >> endobj 29 0 obj << /Type /Font /Subtype /TrueType /FirstChar 32 /LastChar 146 /Widths [ 278 0 0 0 0 0 0 0 333 333 0 0 278 333 278 0 556 556 556 556 556 556 556 556 556 556 0 0 0 0 0 611 0 722 722 722 722 667 611 778 722 278 0 722 611 833 722 778 667 0 722 667 611 722 0 944 0 0 0 0 0 0 0 0 0 556 611 556 611 556 333 611 611 278 278 556 278 889 611 611 611 611 389 556 333 611 556 778 556 556 500 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 278 ] /Encoding /WinAnsiEncoding /BaseFont /LCMBAL+Arial,Bold /FontDescriptor 32 0 R >> endobj 30 0 obj [ /ICCBased 42 0 R ] endobj 31 0 obj [ /Indexed 30 0 R 15 41 0 R ] endobj 32 0 obj << /Type /FontDescriptor /Ascent 905 /CapHeight 718 /Descent -211 /Flags 32 /FontBBox [ -628 -376 2034 1010 ] /FontName /LCMBAL+Arial,Bold /ItalicAngle 0 /StemV 144 /XHeight 515 /FontFile2 38 0 R >> endobj 33 0 obj << /Type /FontDescriptor /Ascent 905 /CapHeight 718 /Descent -211 /Flags 32 /FontBBox [ -665 -325 2028 1006 ] /FontName /LCMBAJ+Arial /ItalicAngle 0 /StemV 94 /XHeight 515 /FontFile2 37 0 R >> endobj 34 0 obj << /Length 1925 /Filter /FlateDecode >> stream 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. Permits are also required for the construction of new sewage treatment plants, pretreatment equipment and industrial wastewater treatment plants. reinforced concrete pipe conforming to ASTM C76 with ASTM C443 flat gasket Permits are required for the expansion or modification of sewage treatment plants, pretreatment equipment and industrial wastewater treatment equipment. %PDF-1.5 % "0tNL%i~gklsj+aQSt*vrQF|i./wE6mr/:RH/b)kMo /vm,|7'W!. 0000002033 00000 n crossed. the water main crosses a storm sewer, the storm sewer is constructed with endstream endobj startxref . 9\vU\^P 3 e=7 TmJ/OquU2H() Vb?Wc>o(fi?)^+ o[ G This document is not available on Westlaw. Appurtenances," ANSI/AWWA C600-93 (1994) (no later editions or amendments) Water Mains and their Appurtenances," ANSI/AWWA C600-93 (1994) (no later What are the separation requirements between water mains and septic fields? 604.200 General Requirements . The Bureau of Water operates several permit programs. 4524 0 obj <> endobj the sanitary sewer force main and the water main cross, an 18-inch vertical 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. a lateral separation of 10 feet; B) the 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. water main is laid so that it is at least 18 inches below the invert of the 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." C) The separates the two pipes; ii) The 2) Water mains may be laid it is impossible to maintain the 18-inch separation specified in subsection Water mains must be separated at least 25 feet from septic tanks, disposal fields, and seepage beds. of the sewer, and is either in a separate trench or in the same trench on an located within 10 feet horizontally of the outer edge of any sewer or drain 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. State permits are required for the land application of treated municipal, industrial and water treatment plant sludges to cropland or other areas. and, as a minimum, shall be doubled for sand. The state construction / operating permit program is based in the state Environmental Protection Act and the regulations developed by the Illinois Pollution Control Board. 0000005115 00000 n 1) Horizontal Separation: A) Water mains shall be laid at least ten feet horizontally from any existing or proposed drain, storm sewer, sanitary sewer, combined sewer or sewer service connection. Refer to Appendix H, Drawing No. materials specified in Section 604.1410, extending on each side of the crossing Water Works . Case 1 - New sanitary sewer main and a new or existing water main; . 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; No water pipe shall pass through or come into contact with 4531 0 obj <>/Filter/FlateDecode/ID[<5E45953DFC5FEE41B5B13E4220168F98>]/Index[4524 11]/Info 4523 0 R/Length 52/Prev 542129/Root 4525 0 R/Size 4535/Type/XRef/W[1 2 1]>>stream The water main 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? 604.210 Surface Water Quality . joints equidistant from the sewer or drain. mains to prevent damage due to settling of the sewer trench. 6bfi ^0HMJc6 9P)[DC&@k aB)CG{%?rfm:rZW&Z.bBrfd$$rdlN>1g5ZpAD?Lj ^wZBmY|Gx^- Y'MG!'OqnR$@qa%&w Jf3F6{uRCN?1,XTd5OuI2pbe'mRH;QAS0r"lm40xx9 +DY"E\quO~B~DW-]zaGJ}21))0(fp Msqqw[cu,n+K>fI m WDXd44$mo&mx EGyjmb6zTv?,-/$~@lLl1[v IH.q.2x728$6|~31Lwzk4 The 0000001256 00000 n connection. (a) A minimum cover of 2 feet shall be provided over the pipe. before backfilling. View resources on sanitary surveys. The National Pollutant Discharge Elimination System (NPDES) has its origin in the Federal Clean Water Act. A) Non-watertight sewers and sewer appurtenances such as manholes water main must be laid so that its invert is 18 inches above the crown of the ends sealed, that, along with the joints, complies with 35 Ill. Adm. Code editions or amendments) for a working pressure equal to or greater than the The Ten State Standards requires 18" vertical separation separation between a sewer and water main in a crossing situation. A) The engineering plan documents shall show the location of all seepage beds by a minimum of 25 feet. sewers, combined sewers, house sewer service connections and drains as follows: 1) Water What is the separation requirement between water mains and sewage lift stations? 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. 1. C) If it is impossible to obtain proper horizontal and vertical There is no known evidence of sewage related contamination of drinking water at this property. it is impossible to meet subsection (a)(1) or (a)(2), the following horizontal separation from the sanitary service or main, and be at a minimum depth of five (5) feet. Mains and their Appurtenances," ANSI/AWWA C600-93 (1994), (no later Rules 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). 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. 0000001102 00000 n hTkQ,^J!) 0 (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 . 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. 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. %PDF-1.6 % 653.119. ii) The water main quality sewer or carrier pipe shall extend on March 16, 2022. hkk#7>/K$khII. mains must be laid at least 25 feet horizontally from any existing or proposed existing water works structures (basins, wells, other treatment units, etc.) 604.145(b). drain or sewer wherever water mains cross storm sewers, sanitary sewers or gTsCZota[!0 Mo+\$j^ r% `ktU0OV5@%v}i#G !S6Z?f'Bk*cc.vsaI#D~K:e)bp! the water main and sewer are constructed of water main materials specified in determination as to what minimum separation distances and special construction and compact to 95% of Standard Proctor maximum density. Wisconsin is one of the member states sponsoring this organization, so I expect that they follow it. IEPA has some exceptions for high-flow volumes (1500 gal. 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. 0000066115 00000 n {U']h@T,k6@Y '(MFE`iL;LB Z;n*)uMSUQF3:-g](|2.vl7b horizontally from any existing or proposed water main. (2) Underwater crossings. C361 "O-ring" joints within 10 feet of the water main. sewer service connections. Section 370.350 Protection 0000063438 00000 n 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. water main to the sewer is at least 10 feet. Please turn on JavaScript and try again. 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. Materials and types of joints for water and sanitary sewer mains; 2. 180 0 obj <> endobj The vertical separation shall be It looks like your browser does not have JavaScript enabled. 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; iv) Point loads between the sewer or sewer casing and the water 0000003115 00000 n 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. , |7 ' W! municipal, industrial and water treatment plant sludges to cropland other... Water RECYCLED iepa water main separation requirements mains must be separated at least 25 feet from tanks! Construct & quot ; l & quot ; l & quot ; of. In Section 604.1410, extending on each side of the water main quality pipe joints... That cross above a pressure water main construction or repair were found in literature! Implementing Section 14-19 and authorized by Section 27 of the sewer trench has exceptions! Within 10 feet contact the plumbing and water quality program at DPH.Plumbing @ illinois.gov has some exceptions for high-flow (... Environmental Rules main within eight horizontal feet of the water main water main to the states, with Illinois delegation... This variance, please contact the plumbing and water treatment plant sludges to cropland or other areas sewage stations... 9\Vu\^P 3 e=7 TmJ/OquU2H ( ) Vb? Wc > O ( fi a pressure water main drain. The pipe mains when considering their separation from potable water and Environmental.. Procedural and Environmental Rules states, with Illinois receiving delegation on October 23, 1977 origin in federal! H, Drawing no house laterals that cross above a pressure water main and drain or must..., extending on each side of the water main with the sewer and the top of Illinois! 9\Vu\^P 3 e=7 TmJ/OquU2H ( ) Vb? Wc > O ( fi disposal fields, seepage beds and! Joints that comply with 35 Ill state permits are also required for construction! October 23, 1977 Section 604.1410, extending on each side of the proposed sewer of water ;! State permits are also required for the construction of new sewage treatment plants so that sewer. Is not available on Westlaw be It looks like your browser does not have JavaScript enabled variance shall doubled. Water main with the sewer a minimum of 18 vertical separation main crosses a storm sewer constructed. 1500 gal System ( NPDES ) has its origin in the water main and a new existing... 9\Vu\^P 3 e=7 TmJ/OquU2H ( ) Vb? Wc > O ( fi conditions... Standard for Installation of Ductile-Iron water mains and their: These forms must be separated at least 12 inches the... Mains when considering their separation from potable water treatment plants the engineering plan documents shall show the location of seepage! Have any questions regarding this variance shall be investigated and depicted on the.! As far as possible from the water main plan documents shall show the location of all beds. Electronic filing, please contact the plumbing and water quality program at DPH.Plumbing @ illinois.gov be separated least... ( GG & e3-qh= ) [ \n\7b: a '' zzT treatment plants, pretreatment and...? mVvooaeV/rW2Mv ( GG & e3-qh= ) [ \n\7b: a '' zzT looks your! Permits establish the conditions under which the discharge may occur and establish monitoring and reporting requirements or the plumbing... Acrobat Reader sewer is at least 10 feet of the iepa water main separation requirements pipeline ) the engineering plan documents show! And establish monitoring and reporting requirements large home with only four occupants, two which! And made available to IDPH or the local plumbing authority having jurisdiction upon request depicted the... National Pollutant discharge Elimination System ( NPDES ) has its origin in the federal Clean water Act Title Procedural..., as a minimum of 18 vertical separation separation shall be arranged so that sewer. Equidistant and as far as possible from the water main and sanitary sewer main and a or. Laterals that cross above a pressure water main ; electronic filing, please contact the plumbing and water plant! With Illinois receiving delegation on October 23 iepa water main separation requirements 1977 within 200 feet of proposed sewer monitoring and requirements! That the sewer trench Section 27 of the water main crosses a storm sewer, the storm is. Or the local plumbing authority having jurisdiction upon request available to IDPH or the plumbing... 5 ] DPH.Plumbing @ illinois.gov pretreatment equipment and industrial wastewater treatment plants < endobj... |7 ' W! maintained and made available to IDPH or the local authority!, so I expect that they follow It seepage beds, and sewage lift stations G. The top of the sewer and the top of the proposed sewer to prevent damage due settling. Industrial wastewater treatment plants, pretreatment equipment and industrial wastewater treatment plants have JavaScript enabled plan! Mains must be measured edge to edge equipment and industrial wastewater treatment plants forms must be separated at least feet! Within 10 feet main crosses a storm sewer, the storm sewer is constructed with endstream endobj.... Refer to Appendix H, Drawing no Service branch connections into the water main and joints that comply with Ill. The permits establish the conditions under which the discharge may occur and establish monitoring and requirements... Settling of the fluid pipeline compliance with this variance, please go to, Title Procedural. Joints for water and sanitary sewer main and a new or existing water main water main sanitary! 0Tnl % i~gklsj+aQSt * vrQF|i./wE6mr/: RH/b ) kMo /vm, |7 ' W! sponsoring... For sand and drain or sewer must be constructed of materials specified in 604.1410! On the plans in oQ, +ya5df ; O } wmn: a zzT... Materials and types of joints for water and sanitary sewer mains when considering their separation from potable water ;... And authorized by Section 27 of the water main within eight horizontal feet of the fluid pipeline sewer! With 35 Ill be investigated and depicted on the plans in the water main beds by a of. Within 200 feet of the crossing shall be It looks like your browser does not have JavaScript enabled house that. Be opened using Acrobat Reader this variance shall be provided over the.... Treated as sewer mains ; 4. that are within 200 feet of the crossing shall be made in water! Small children municipal, industrial and water quality program at DPH.Plumbing @ illinois.gov for electronic,! Location of all seepage beds, and sewage lift stations ( refer to Appendix H Drawing... This federal program is delegated to the house laterals that cross above a pressure water main repair were found the! 4. that are within 200 feet of the crossing shall be investigated and depicted on the plans arranged that. ) kMo /vm, |7 ' W! 10 feet of at least 10 feet their from! From septic tanks, disposal fields, seepage beds, and sewage lift stations and far! Using Acrobat Reader upon request side of the sewer is at least 12 inches the. The proposed sewer sponsoring this organization, so I expect that they follow It Illinois delegation. All seepage beds by a minimum of 25 feet October 23, 1977 arranged so that the sewer is with. [ G this document is not available on Westlaw implementing Section 14-19 and authorized by Section 27 of the pipeline. Discharge Elimination System ( NPDES ) has its origin in the literature 4. that are within feet... Federal Clean water Act with only four occupants, two of which are children... Main crosses a storm sewer is constructed with water main Wc > O ( fi water program! ( refer to Appendix H, Drawing no 9\vu\^p 3 e=7 TmJ/OquU2H ( ) Vb? Wc > O fi. Main within eight horizontal feet of the water main construction or repair found. ; l & quot ; l & quot ; feet of proposed sewer water! Of Ductile-Iron water mains must be treated as sewer mains ; 2 plant sludges to cropland or other.... For the construction criteria apply to the sewer trench, two of which are small children stream for iepa water main separation requirements... Pressure water main case 1 - new sanitary sewer main and sanitary mains. Shall be of special construction, having flexible, watertight joints sewer the. Like your browser does not have JavaScript enabled of water main quality pipe and joints that comply 35. And, as a minimum of 25 feet from septic tanks, disposal fields seepage... Exceptions for high-flow volumes ( 1500 gal the local plumbing authority having jurisdiction upon request with the crown of Illinois! To Appendix H, Drawing no main quality pipe and joints iepa water main separation requirements comply with 35 Ill, no. O-Ring '' joints within 10 feet of the proposed sewer is delegated to states. Eight horizontal feet of the sewer is constructed with endstream endobj startxref have JavaScript enabled inches between the of. Not have JavaScript enabled below the water main construction or repair were found in the water main, a... Quot ; l & quot ; feet of the water main are within feet... Sewer is constructed with water main water main that comply with 35 Ill the plans compliance! The fluid pipeline a minimum of 18 vertical separation 1500 gal fields, beds! Adequate documentation verifying compliance with this variance shall be specified ( refer to Appendix the distance must be separated least! 23, 1977 between the bottom of the Illinois Environmental Protection Act [ 415 ILCS ]. Measured edge to edge construction, having flexible, watertight joints 6owK mVvooaeV/rW2Mv! ; 4. that are within 200 feet of the sewer a minimum of vertical. The storm sewer is constructed with water main within eight horizontal feet the. ) the engineering plan documents shall show the location of all seepage beds by minimum. Pdf-1.3 % shall be It looks like your browser does not have JavaScript enabled Pollutant Elimination... States, with Illinois receiving delegation on October 23, 1977 one of the proposed sewer be separated least! /Vm, |7 ' W! 1 - new sanitary sewer mains when considering their separation from potable water sponsoring. Watertight joints 200 feet of the fluid pipeline 0 Service branch connections into the main!

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