AWWA can help utility managers, engineers, operators and more continue to improve their professional development. Crews have worked through inclement weather. 3 0 obj Table 4-A found in section five of the ANSI/AWWA C600 Standard is used to identify the amount of make-up water used (per hour) to increase the pressure back to the starting point of the test. Website Terms of Use -0.195 0.066 -0.338 0.104 -0.571 0.104 c /Resources << 1.829 -0.993 l 4.779 -2.113 l Access the online platform, envoi, for standards, manuals and more. This Standard Describes Underground Installation And Pressure Testing Requirements For. 0.594 -0.342 l Many people do not realize how their water gets to them or how blessed we are to have clean drinking water, says Regula. 0.665 0.076 m Slow fill the line. 0 -7.303 l q Approved by American National Standards Institute Sept. 2, 2010. >> /C2_0 39 0 R Q >> 0 0 m 0.298 -5.658 l 13.898 0 l -0.326 3.659 0.482 3.971 1.291 3.971 c PDF SECTION 9 WATER CONSTRUCTION STANDARDS - Truckee Meadows Water Authority endstream
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>> 2017-05-31T09:35:36-06:00 378 384 l -1.483 1.136 -1.302 1.383 -0.946 1.383 c https://www.linkedin.com/in/jerry-regula-6a87b8138/, How to Use the McWane Ductile Iron Pipe Submittal Builder. -0.946 -0.557 0.161 -0.31 0.161 -1.193 c -3.999 -5.899 -5.204 -4.268 -5.204 -2.042 c h 0.007 Tc /MediaBox [ 0 0 612 792 ] [ (Copyright\040) -1 (\251\0402011\040American\040Water\040Works\040Association\056\040All\040Rights\040Reserved\056) ] TJ Let's be perfectly clear: An air test is absolutely not the same as a hydro test. 0.104 -1.802 -0.279 -1.788 -0.703 -1.788 c AWWA C605-13 Underground Installation of Polyvinyl Chloride (PVC) and Q 278.259 361.275 0.637 -0.608 re /BleedBox [ 0 0 612 792 ] 0.665 0.076 m q q 0 0 m 0.021 Tc -0.471 0.465 l 2.512 5.607 l 0 0 m rx,/RiA"G/?9`eRY,%> 0hPy4!=qaFN^KW_$"U-~{~W }z%I>{{@@mQOF'55g)yyA
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/Contents 102 0 R The Mc Wane Ductile Double Bump protocol is an excellent diagnostic process written for operators to differentiate a leak from trapped air: If the amount of make-up water remains the same or slightly improves, this is an indicates trapped air. q -1.55 -1.364 l 0 14.772 l 0 0 m The trench type specified for the project is intended to balance the external forces involved but will not eliminate movement. 2.042 -9.033 l 2.938 -3.318 l 4 M 10.083 -7.913 l Jerrys responsibility is to provide technical support for water professionals at all levels including engineers, private water companies, contractors, municipalities, and water districts. /GS2 63 0 R n >> 8.765 -9.898 l -0.013 Tw Her husband does not understand why she is cooking a 5-pound turkey in a 10-pound pot. 0.689 0 l 1.383 -0.57 1.268 -0.551 1.155 -0.551 c Location: Water transmission lines s hall be located and sized in accordance . 0 0 m /Type /Page q /GS1 65 0 R 0.049 Tc 1.649 2.652 l 1 0 0 1 210.1304 685.90669 cm 0 0 m [ <0f> 2 (\033) -26 (\031) -9 (\036) -4 <1d171b> -26 (\036) 15 <0e170d> -9 <0c> 16 <12> 2 (\031) -9 <1017> ] TJ >> h q /Annots [ 18 0 R ] 606 Testing and Inspections A. 8.821 -2.269 8.821 -1.305 7.728 -1.305 c -0.321 6.867 l 0.323 -0.69 0.747 -0.642 1.031 -0.642 c -1.049 1.702 -0.468 1.56 0.128 1.433 c f /Annots [ 18 0 R ] 1.126 0 Td >> 0 0 m -51.862 -1.25 Td 0.709 5.361 -0.284 5.148 -1.021 4.808 c 0 0 m >> Try out the McWane Pocket Engineer today. T* 1 0 0 1 86.1451 738.00011 cm -1.593 -3.574 -1.924 -2.88 -1.924 -2.2 c Q 1 0 0 1 103.30409 667.5842 cm /ColorSpace << ; 3.z x Jy$;8&, C600-17 Installation of Ductile-Iron Mains and Their Appurtenances, Installation of Ductile-Iron Mains and Their Appurtenances, Copyright 2017 American Water Works Association All Rights Reserved. -0.582 0.198 -1.007 0.313 -1.702 0.313 c Q 1 0 0 1 99.8298 669.5269 cm W f 1 0 0 1 275.71581 358.4276 cm 1.477 -0.988 l BT Q q -7.239 16.887 l /TT0 60 0 R >> 2.091 -1.264 2.562 -0.703 2.562 0 c q Q 0.86 -1.83 1.179 -1.678 1.327 -1.407 c /TrimBox [ 0 0 612 792 ] /T1_2 1 Tf Q -1.403 1.391 l h Installations that require special attention, techniques, and. 1 0 0 1 271.17239 349.7504 cm /Parent 1 0 R endstream
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q 0.4 -1.365 0.731 -1.039 0.731 -0.634 c -0.127 -3.044 -1.357 -2.232 -1.89 -0.761 c DRAWN DESIGN DATE REV TRUCKEE MEADOWS WATER AUTHORITY 7/2011 2ND ENGINEERING & CONSTRUCTION STANDARDS -1.403 0 l /C2_0 39 0 R 0 0 m 2017-06-12T13:26:24-06:00 << q Conditions not discussed. -0.021 Tw -0.248 0.871 0 0.457 0 0 c -0.61 -0.694 -0.703 -0.606 -0.713 -0.429 c 0.637 0 l -3.081 -6.985 m f 0.604 0 l 0.22 -1.009 0.226 -1.034 0.241 -1.058 c American Water Works Association has the resources and tools you need to progress as a water professional. 4.737 -1.545 4.708 -1.035 4.694 -0.482 c Q /F1 54 0 R 1.897 -0.333 1.768 -0.77 1.279 -0.77 c 2.624 -9.898 l 0.524 -0.893 0 -0.624 0 0 c endobj 6.539 0 Td 10 0 0 10 258 228.8749 Tm 1 0 0 1 145.5631 671.0585 cm 4.952 8.226 4.817 7.399 4.714 6.882 c /TT0 60 0 R f 0.499 -1.364 0.323 -1.273 0.323 -1.065 c /GS2 64 0 R /CropBox [ 0 0 612 792 ] -0.326 3.645 -1.986 2.183 -1.986 -0.227 c 0.023 Tc 3.593 -2.448 l 10.112 -7.913 l 0.575 -0.556 l /CS0 66 0 R h -1.433 4.084 l Q -1.35 -1.464 -1.141 -1.526 -0.922 -1.526 c >> Committee Personnel: Lists the expert volunteers who are responsible for developing and updatingthe standard. 2.935 1.263 l 1.246 -2.211 l 2.199 -1.304 1.901 -2.793 1.901 -3.73 c f 0.031 -0.03 l >> 1.688 -1.659 l h 15 0 obj h -1.054 -1.3 -0.951 -1.064 -0.713 0.103 c 5.957 0.171 6.708 -1.049 6.708 -2.694 c /Parent 1 0 R 278.259 360.219 0.637 -2.448 re adobe:docid:indd:5cad130e-228d-11dd-b753-bc3d6c84f515 /GS1 65 0 R -0.009 Tw 2.931 6.343 4.072 5.481 4.466 4.352 c h Section 600 - Water Distribution System - Apex, NC /TT0 60 0 R 0.63 -4.549 1.126 -5.361 1.126 -6.366 c 0 Tw Fill the line at the lowest possible location while providing an air release at the highest location. /GS2 63 0 R Much time, effort, and care have been expended installing a water line. 0.31 -5.509 -0.269 -4.829 -0.847 -4.342 c q AWWA C600 - Installation of Ductile-Iron Mains and Their - GlobalSpec 1.9 -1.645 1.9 -3.574 1.9 -4.623 c 0 0 m q Aw=g cN-k/{pq)MN###2&icaZ/xg=Jh.dqW^}x-K>z 0 1.121 1.262 1.262 2.113 1.262 c /Font << Volume 29, Issue 3. 4.297 -1.801 l Q Q /CropBox [ 0 0 612 792 ] 0.803 -0.042 1.093 0.057 1.331 0.057 c /GS2 gs Documentsincludes anyreferenced papers /C2_0 39 0 R hydrostatic testing -1.416 -3.929 -1.685 -4.106 -2.202 -4.711 c h 2.167 -0.437 2.115 -0.94 2.115 -1.259 c 0.32 5.08 l -0.207 -1.058 l /Rotate 0 f /GS2 gs 0 Tc /T1_3 94 0 R }K ^5azrXq*
HE+3X ? m:eVRw~XK+UbMWr1sMgG&o~y$PPz:0NeRdi*YO]HRT,dYVur23HU45xUp 1.901 1.39 l Contact Us, McWane Ductile product engineers or sales representatives, ANSI/AWWA C600 Installation Guide for Ductile-Iron Mains and Their Appurtenances. -0.34 0.156 -0.709 0.27 -1.29 0.27 c /ExtGState << Direct any of your questions related to technical and operational information to our Engineering & Technical Services Department. 6.949 -1.985 l 0.012 Tc 0.559 6.232 0.527 6.439 0.134 6.498 c h -0.012 Tw 1 0 0 1 78 622.85091 cm These AWWA Standards address all facets of water treatment and delivery. q 0 0 m q 1.928 -6.254 l 0 0 0.77 rg -0.499 -0.713 -0.232 -0.646 0 -0.518 c q /ProcSet [ /PDF /ImageI /Text /ImageC /ImageB ] This will enhance the probability of removing aII air from the conduit. f 8.339 0 l JRhas been with McWane Ductile for more than 30 years, starting on the ground floor. q <0a10> Tj [ <080b0b1107060f1011190504061103191e0d> 15 <10> 60 <02191401> 50 <197f16141602> ] TJ 0 0 m The same information may also be obtained in seconds via the McWane Ductile Pocket Engineer. 0 Tw The purpose of this standard is to provide the minimum requirements for the materials and installation of CIPP systems for the rehabilitation of existing potable water mains 4 in. /BleedBox [ 0 0 612 792 ] -0.761 -1.526 -0.504 -1.464 -0.504 -1.227 c [ <16> -75 <16> -37 <02> -52 (\203) -60 <7f> -54 <17> -49 <0284> -32 (\216) -73 (\216) -33 (\204) ] TJ W/{N\ldp6mi=\2+'/8`s32A^@V.D=0kgz1>:+.O~ MHX]iL"@HE.s L,mrd_tUqbNF7 /Rotate 0 f 0.086 0.978 0.624 1.716 1.687 1.716 c -0.083 -1.432 0.238 -1.151 0.62 -0.635 c 2.085 0 l /ExtGState << 0.641 -1.462 l -1.158 -2.466 -0.062 1.787 -0.01 1.994 c /CropBox [ 0 0 612 792 ] 2.2 -0.08 2.519 0.057 2.818 0.057 c q h -1.341 -1.978 -1.745 -1.431 -1.745 -0.685 c 1 0 0 1 102.7715 738.00011 cm 0.794 -0.77 0.666 -0.328 0.666 0.076 c 6 0 obj 1 0 0 1 266.0005 357.77139 cm Use of a test pressure greater, than the rated valve pressure can result in trapped test pressure between the, gates of a double-disc gate valve. endobj h -1.55 -1.364 l 1 0 0 1 276.9272 353.4496 cm 3.035 -1.247 3.035 -1.73 3.106 -2.113 c iN+
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-0.606 1.245 -1.566 0.251 -1.566 -0.937 c 0 g 1.235 0 Td 0.774 3.679 l Think about it, you have installed a water line - test with water. 0.85 0 1.302 0 1.302 -0.406 c Q 2.751 1.716 3.177 0.922 3.233 0 c -1.744 1.849 -2.12 1.264 -2.12 0.556 c Q f 0.31 -5.509 -0.269 -4.829 -0.848 -4.342 c f Guidelines set forth in the AWWA M41 Manual and the ANSI/AWWA C600 Standard are as follows: "Test pressure shall be 1.25 times the operating pressure. 0.794 -0.77 0.665 -0.328 0.665 0.076 c -1.433 4.084 l /TT0 60 0 R << 1 0 0 1 284.22411 360.2191 cm All eyes are on that gauge in hopes of validating the work was successfully completed. -2.212 0.313 -2.822 0.128 -2.822 -0.496 c 6.369 -1.751 l 0 0 m 0.556 1.297 0 0.808 0 0 c 1.307 -0.642 l Attention to detail is of the utmost importance: Anyone who has searched for a leak will attest to the importance of proper installation. -0.695 3.105 -1.815 1.361 -1.815 -0.751 c Q /T1_2 1 Tf /C2_0 39 0 R Testing of Pressure Piping to be performed according to AWWA C600 (DIP), AWWA C605 (PVC) and the following as applicable: Hydrostatic testing procedure: Testing shall be performed in the presence of the CFPUA representative. Q Testing 607 Repair and Abandonment . 0 1.16 l Together, we are Building Iron Strong Utilities for Generations! 0.63 -4.549 1.126 -5.361 1.126 -6.366 c /Type /Page [ (\037) -3 (\036) -4 (\035) 2 (\034) -13 (\033) -30 (\032) -13 (\032) 2 (\033) 3 (\034) -17 (\031) 15 (\030) 18 <1e1718> 15 <1617> ] TJ -2.283 3.679 m AWWA C213-22 Fusion-Bonded Epoxy Coatings &Linings for Steel Water Pipe & Fittings, AWWA C230-22 Stainless-Steel Full-Encirclement Repair &Service Connection Clamps for Pipe, AWWA C623-22 Cured-In-Place Pipe (CIPP) Rehabilitation of Pressurized Potable Water Pipelines, AWWA G560-22 Stormwater Management for Water Utilities, Copyright 2023 American Water Works Association, AWWA Comment Period for AWWA E200 Progressive Cavity Chemical Metering Pumps, AWWA Comment Period on ANSI/AWWA C907-XX Injection-Molded Polyvinyl Chloride (PVC) Pressure Fittings, 4 In. 0 1.39 l /Rotate 0 /CropBox [ 0 0 612 792 ] -50.082 -1.25 Td h Body of the Standard: Includessix sections: I. /T1_1 74 0 R 0.018 Tc 3.716 -5.913 l << Q /Rotate 0 3.716 -5.913 l 114.677 685.907 1.901 -7.303 re /TrimBox [ 0 0 612 792 ] 0 0 m 0.737 -0.437 0.637 -0.937 0.637 -1.25 c /GS2 63 0 R /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] -1.51 5.138 -0.152 6.343 1.408 6.343 c -2.657 -8.979 -2.687 -8.847 -2.636 -8.684 c >> 0 -7.303 l xmp.did:1c4714f5-eb15-8f40-9b40-cde12344e46e -3.219 -3.389 -2.581 -4.424 -1.248 -4.424 c These documents reflect the state of the industry. HyTW/B(^ !DQJ*(BD,B]U"(""eZ+2[z k]P -4.028 -4.368 -3.403 -4.551 -2.751 -4.551 c >> 0.229 -0.609 0.059 -0.609 0.003 -0.609 c 1.203 0 l 0 Tc -3.999 -5.9 -5.204 -4.268 -5.204 -2.042 c /Type /Action /TT0 60 0 R In no event will AWWA be liable for direct, indirect, special, incidental, or consequential damages arising out of the use of information presented in this book. -2.822 -1.659 0.482 -0.921 0.482 -3.559 c /GS1 65 0 R /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] -0.085 -1.953 -0.276 -1.978 -0.538 -1.978 c 116.791 671.059 1.9 -7.304 re h 4.658 0 l / -1.079 -1.136 -0.865 -1.483 -0.418 -1.483 c 0 0 m 6.467 -1.305 6.311 -2.808 6.311 -3.758 c IV. Through 12 In. /TT0 60 0 R 6.046 0 l q 0 2.004 l 2.792 0.62 2.047 -1.787 2.016 -1.905 c [ <15> 6 <11> -4 <100f> -5 <1015> 1 (\033) -12 <10> -15 <12> ] TJ 1.246 -1.982 l 0.193 -0.704 0.216 -0.771 0.216 -0.904 c 14 0 obj 0.021 Tc 0.86 -1.83 1.179 -1.677 1.326 -1.407 c /Parent 1 0 R American National Standards Institute accreditation of AWWA Standards is your additional assurance of excellence. h *Reminder - connect the gauge to the pipe, not the pump. h -1.096 -1.25 Td 1 0 0 1 78 127.334 cm f -1.461 4.084 l 0.553 -1.56 l 0.823 -6.084 0 -5.162 0 -3.715 c f f >> >> [ <9102> -38 <04> -33 (\221) -74 (\221) -41 <04> -28 <02> -21 <0d> -39 (\215) -52 (\222) ] TJ -3.081 -5.243 -1.965 -4.564 -1.127 -4.017 c 1 0 0 1 342.3291 356.95641 cm /T1_2 29 0 R /GS2 63 0 R 2.499 1.307 -1.51 0.292 -1.51 3.781 c /TrimBox [ 0 0 612 792 ] -0.003 Tc Q 0 -1.148 l -0.317 -1.599 l h 1.092 2.397 0.156 2.326 -0.567 1.971 c /CS0 66 0 R 4.666 4.439 3.743 5.361 1.517 5.361 c 1.871 4.445 1.334 5.332 1.334 6.395 c 11.316 -9.898 l mY+lim ]O
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h /Type /Page Q /Type /Page /Type /Page Installation of Ductile-Iron Mains and Their Appurtenances 0.561 0.732 0.228 0.661 -0.019 0.547 c 0 Tw 1.464 -3.565 l AWWA C600 June 20, 1999 Installation of Ductile-Iron Water Mains and Their Appurtenances This standard covers installation procedures for ductile-iron mains and their appurtenances for water service. 0.637 1.16 l %PDF-1.6
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HLN0y S -2.026 0 l 1.887 0.423 1.578 0.732 0.832 0.732 c 1.34 -1.483 1.34 -1.645 1.364 -1.773 c q Files Unexpected rock was found, which slowed progress but did not stop installation of the pipe. q -0.761 -1.526 -0.504 -1.464 -0.504 -1.226 c q 0.566 -0.555 l f /C2_0 39 0 R -0.972 -3.708 -0.91 -3.825 -0.941 -3.973 c W 1.801 0 l Q 1.688 -1.659 l /ColorSpace << 1 0 obj 1 0 0 1 126.2207 680.71609 cm 1.383 -0.57 1.269 -0.55 1.155 -0.55 c 0.799 3.679 l Q 3.021 -4.539 3.815 -4.34 4.509 -3.957 c Q 0 0 m The test pressure measured at the point of highest pressure (lowest elevation) shall not be less than 150% times the anticipated maximum working pressure The Handbook of PVC Pipe provides the same upper-end value: A test pressure of 50% above normal operating pressure is generally sucient. << 3.588 1.39 l 0 1.391 l /ColorSpace << 3.021 -4.539 3.815 -4.34 4.51 -3.957 c >> endstream
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completely from the section of piping under test. /GS2 gs 1.126 -8.152 0.01 -9.216 -1.148 -9.216 c /Annots [ 18 0 R ] 1.44 -0.603 l 1.121 0 Td 0.5 w h 0.908 -3.148 0.086 -2.482 0 -1.305 c examined carefully during the test. /ColorSpace << 5.659 2.183 3.999 3.645 1.829 3.645 c 6666 West Quincy Avenue Denver, CO 80235-3098 T 800.926.7337 www.awwa.org Advocacy Communications Conferences Education and TrainingScience and TechnologySections AWWA Standard -2.283 -1.599 l -2.285 -1.329 -2.605 -2.525 -2.636 -3.663 c /Subtype /Image 2.272 -3.565 l << [ (\037) -13 (\036) -2 (\035) -3 (\034) 10 (\033) 32 (\037) 18 (\032) -46 (\032) 12 (\037\031\030) -7 <17> -11 <16> -18 <16> -57 <15> 28 <14> 25 <1619> ] TJ 0.709 5.361 -0.283 5.148 -1.021 4.808 c f PDF C600-17 Installation of Ductile-Iron Mains and Their Appurtenances 3.801 -2.808 3.006 -3.148 2.085 -3.148 c Web hydrostatic testing of water mains as a minimum, all water mains shall be tested in accordance with the hydrostatic testing requirements of ansi/awwa c600. (\037) Tj A test pressure of 300 psi will be detrimental to weak materials, such as polyvinyl chloride (PVC) rated at 125 psi, which also does not have a safety factor of 2 and surge allowance of 100 psi included in the design, compared to the stronger ductile iron that does. Q -0.304 0.585 -0.119 0.556 0.057 0.504 c >> 0.161 -1.763 -0.347 -1.992 -0.865 -1.992 c endobj
0 0 m /ColorSpace << 10 0 0 10 450.4713 730.5001 Tm h -0.248 -1.182 -0.155 -1.33 0.372 -1.418 c 3.801 -2.808 3.006 -3.148 2.084 -3.148 c Web awwa c600 pressure testing pdf download. 0.637 -0.55 0.637 -1.197 0.637 -1.549 c 0 0 m 0 0 m 3.379 -2.652 l 1.603 -2.283 2.553 -1.829 2.992 -1.021 c 0 0 m f /ExtGState << -15.094 -1.221 -15.561 -2.749 -15.561 -4.258 c Effective Date: April 12, 2022 . << Cover: Includestheabbreviation for thestandard name in the upper righthand corner. /GS0 62 0 R -1.851 -4.623 -1.468 -4.239 -1.075 -3.722 c 0 0 m endobj First edition approved by AWWA Board of Directors May 8, 1977. -2.233 -9.216 -3.081 -8.404 -3.081 -6.985 c V. Verification includesmaterial tests and manufacturing processes to ensure product quality -0.651 -7.887 -1.716 -9.216 -2.429 -9.216 c -0.626 -0.291 -0.356 0 0 0 c Sitemap -4.808 1.007 -3.432 1.702 -1.943 1.702 c 0 -7.303 l /Type /Page /GS0 62 0 R 0.956 -0.261 l >> << 6.111 0 Td 1.52 7.089 1.344 6.395 1.22 5.804 c -0.314 0.292 m uG| ?~U;P8L.=66 89#o (\t*V>8`^icp;j G ~%Ld! f+61G*6oq/oyZ;3]Q;O5.hiLZ 0.561 0.732 0.228 0.661 -0.019 0.546 c 0 0 m -0.01 Tc 172.559 28 266.883 8 re 0.799 3.679 l q q q 1.83 -0.993 l @tn&!L8 nEI `g0 q+B@\.XCL> F6#`a 3.134 -4.609 3.46 -4.538 3.659 -4.411 c 0 0 m >> 0 0 m /CropBox [ 0 0 612 792 ] /Type /Page 1.886 2.397 l -2.295 -8.226 -1.706 -8.773 -1.106 -8.773 c xmp.iid:28f67be3-fa47-ce4c-bc0d-4b89626fd7b4 <>/XObject<>/ProcSet[/PDF/Text/ImageB/ImageC/ImageI] >>/MediaBox[ 0 0 612 792] /Contents 4 0 R/Group<>/Tabs/S/StructParents 0>>
0 0 m >> Q /GS0 62 0 R -3.46 -1.56 l 0.5 w /GS0 62 0 R 0 -0.703 0.47 -1.264 1.278 -1.264 c h Includes f 0.323 -0.689 0.746 -0.642 1.031 -0.642 c /Resources << >> 0.736 -0.437 0.637 -0.936 0.637 -1.25 c 3.602 -3.83 l Adobe InDesign CC 2017 (Windows) 1.892 -1.045 1.887 -0.861 1.887 -0.613 c f 0 -2.448 l /T1_5 109 0 R 3.793 -3.318 l /MediaBox [ 0 0 612 792 ] -4.027 -4.367 -3.404 -4.553 -2.751 -4.553 c 0.001 -0.704 l Q Any damage or defective pipe, fittings, valves, hydrants, or joints that are discovered following the pressure test shall be repaired, or replaced with sound material, and the test shall be repeated until satisfactory, supplied into the newly laid pipe or any valved section thereof to maintain pressure, within 5 psi (34.5 kPa) of the specified test pressure after the pipe has been filled, with water and the air has been expelled. (914-mm) ductile-iron pipe with push-on joints, 22 4-2 Laying conditions for ductile-iron . MAXIMUM TEST PRESSURE = PIPE'S PRESSURE CLASS 1.901 -1.645 1.901 -3.574 1.901 -4.623 c Installing Ductile-Iron Mains /T1_5 47 0 R /CS0 66 0 R /T1_1 85 0 R (\031) Tj q /Type /Annot /GS2 gs 0 0 m 4.68 0.056 4.666 0.61 4.666 1.347 c 2.651 3.59 l 0.603 0 l II). /Font << >> 02702 - 2 of 6 Kansas City, Missouri Revised 07/31/20 Water Services Department Standard Specifications 1.07 CONTRACTOR SUBMITTALS A. >> -6.046 0 l -3.219 -3.389 -2.581 -4.425 -1.248 -4.425 c /F1 54 0 R 1.773 -1.021 l 1.074 -1.278 0.922 -1.364 0.728 -1.364 c stream 3.389 -2.652 l The dial on the gauge must be in one psi increments. converted >> 1.307 -0.832 1.279 -1.007 1.174 -1.145 c 1 0 0 1 271.1812 368.51601 cm 1.659 2.652 l -0.086 -1.953 -0.276 -1.977 -0.537 -1.977 c V} 8(cc*^b @"'vNz5rpI{UyIK
g[;lH)F7k+& .O{tY~ K`L"N2G. 4.149 0.165 3.527 -0.634 2.639 -0.964 c 0.2 0.5 0.3 RG -0.326 3.644 -1.986 2.184 -1.986 -0.227 c 1 0 0 1 273.78169 349.0228 cm A substantial increase in the amount of make-up water as the pressure is increased indicatesa leak is present. 1.896 -0.333 1.768 -0.77 1.279 -0.77 c The purpose of this standard is to define the minimum requirements for a water utilitys stormwater management program, including management of stormwater on water utility sites, addressing water quality and water quantity You can be confident when you select products and processes that meet the requirements of AWWA Standards. /T1_2 85 0 R /Contents 90 0 R /Font << -2.295 -8.226 -1.707 -8.773 -1.106 -8.773 c 0.33 -0.761 0.685 -1.294 1.561 -1.294 c -1.065 1.595 -1.117 1.698 -1.106 1.816 c 1.901 -3.404 l 0 -2.205 l 3.588 0 l 0.001 Tc 0.604 -0.328 0.865 0.058 1.246 0.058 c 0.565 -0.556 l /T1_2 29 0 R Q 1.202 0 l -0.76 -1.526 -0.504 -1.464 -0.504 -1.227 c