2.085 0 l Her response, "That was the only pot I had!". stream 1.203 0.465 l 8.765 -9.898 l 1 0 0 1 342.3291 356.95641 cm h /MediaBox [ 0 0 612 792 ] 1.886 2.397 l Q 468 0 l 0.31 -0.089 -0.114 -1.241 -0.724 -2.865 c q 2.937 -3.318 l 1.336 -1.407 l -0.742 0.104 -0.946 0.043 -0.946 -0.167 c 0.254 0 l /Contents 104 0 R 0.662 -3.47 0.724 -3.588 0.703 -3.721 c General coversthe scope, purpose, and application of the standard >> Tj -2.283 -1.599 l -1.964 -1.462 l >> % h Q -0.285 -1.568 0.138 -1.83 0.57 -1.83 c 1 0 0 1 268.6958 377.6796 cm 0 Tc 0 -1.2 TD /Font << 0.604 -0.328 0.866 0.058 1.246 0.058 c 0.604 -0.333 l -1.096 -1.25 Td 0 0 m 1 0 0 1 289.8315 356.3588 cm It may be necessary to supplement this standard with special requirements not included in this standard (see foreword, Sec. -1.924 -0.738 -1.024 0.443 0.051 0.443 c 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. -0.972 -3.708 -0.91 -3.825 -0.941 -3.973 c R`aRRpYk}9As\wq:]~%&OZWT 4/2ppZ~'OXjspOSQ hStk+xFUu;WAY[U'@ GXT ]FYHIUjr9! 1.293 3.318 l Busting the Myth on Ductile Iron Pipe Lead Times, National Manufacturing Day to Launch Second Consecutive McWane Scholarship Program for Skilled Trades, McWane Ductile Announces $45 Million Dollar Investment, Expansion in Coshocton County, McWane Ductile Focuses on Capital Investments, Operational Efficiencies to Meet Demand Amid Supply-Constrained Market, California Transparency in Supply Chain Disclosure, Total overall difference from the low to highest elevations, Proper lubrication of gaskets and spigots, Proper alignment of joints during the homing process - "Straight is great! f Leakage shall not be measured by a drop, These formulas are based on an allowable leakage of 11.65, gpd/mi/in. << << Consult with the TMWA engineer and inspector . 0.774 3.679 l examined carefully during the test. >> 1.603 -2.283 2.553 -1.829 2.993 -1.021 c /GS2 gs 1.696 0.803 1.896 0.451 1.896 0.076 c Heenjoys spending time with his church where he is a speaker and treasurer, as well as spending time with his wife Susan and their two daughters, Katelyn and Shannon on their farm in Ohio. /Annots [ 18 0 R ] 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. >> V. Verification includesmaterial tests and manufacturing processes to ensure product quality h -0.964 3.177 m -1.108 -1.992 -1.354 -1.949 -1.587 -1.887 c /TrimBox [ 0 0 612 792 ] /Type /Page /GS1 65 0 R >> 0.013 Tc h << >> Use of theStandard:Includes anyoptions oralternatives in the foreword. https://www.linkedin.com/in/jerry-regula-6a87b8138/, How to Use the McWane Ductile Iron Pipe Submittal Builder. We may chuckle a little, but this happens all too frequently in the field. /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 1.901 -3.403 l 2.512 5.607 l JRhas been with McWane Ductile for more than 30 years, starting on the ground floor. 2.396 -0.128 3.261 0.17 3.971 0.17 c 3.442 2.599 2.957 3.205 2.409 3.825 c /T1_5 1 Tf 4.529 -9.033 l -0.631 0 -1.199 -0.709 -1.199 -1.817 c 69.124 15.616 l -0.548 -7.222 -0.496 -7.325 -0.496 -7.458 c -0.127 -3.044 -1.357 -2.232 -1.89 -0.761 c BT uuid:30eca241-7de2-456d-bac9-3192a24bd32d q This includes material selection, testing methods and procedures, inspection requirements, and record keeping. 4.198 -3.333 l >> All eyes are on that gauge in hopes of validating the work was successfully completed. 0.86 -1.83 1.179 -1.677 1.326 -1.407 c Fill the line at the lowest possible location while providing an air release at the highest location. f f /GS2 gs /T1_3 80 0 R 1.996 0.058 2.248 -0.352 2.248 -0.903 c /T1_2 49 0 R 10.083 -7.913 l 0 1.091 0.596 2.17 1.829 2.17 c 0.31 -5.509 -0.269 -4.829 -0.847 -4.342 c 1.688 -1.659 l -0.031 0.532 0.052 1.27 0.186 1.713 c Q /Annots [ 18 0 R ] %%EOF /Resources << -3.081 -5.243 -1.965 -4.564 -1.127 -4.017 c /GS0 62 0 R Q h /GS0 62 0 R -0.589 1.383 -0.446 1.117 -0.428 0.808 c 0.604 -0.328 0.865 0.058 1.246 0.058 c American Water Works Association works closely with government officials on policy and advocacy in the water industry. /CropBox [ 0 0 612 792 ] Slow fill the line. f q >> 3.793 -3.318 l 1.776 -1.599 l -1.815 -1.504 -0.553 -2.283 0.738 -2.283 c 468 0 l -1.483 1.136 -1.302 1.383 -0.946 1.383 c Looking for answers to your DI pipe questions? 4.736 -1.545 4.708 -1.035 4.693 -0.482 c >> /Subtype /Link -0.504 -0.746 -1.611 -1.074 -1.611 -0.191 c 1.131 0.266 1.307 0.133 1.307 -0.262 c 1.852 -3.997 l 1.89 -5.353 l 6.949 -1.985 l 18.046 -39.6 l BT 5.957 0.17 6.708 -1.049 6.708 -2.694 c h -1.55 -1.364 l -1.566 -2.131 -0.6 -3.118 0.622 -3.118 c Q << -0.021 Tw q BT hydrostatic testing /BleedBox [ 0 0 612 792 ] endstream endobj 250 0 obj <>>>/Resources 261 0 R/Subtype/Form>>stream 0 Tw 1.925 -1.773 l Q Alternatively, pressure will rise as water temperature increases. Laying 1. . 1.126 -8.152 0.01 -9.216 -1.148 -9.216 c -5.204 0.071 -3.957 1.745 -1.673 1.745 c /TT0 60 0 R 0 g 3.035 -1.247 3.035 -1.73 3.106 -2.113 c -0.238 -0.133 -0.504 -0.247 -0.813 -0.247 c /Parent 1 0 R 0.641 -1.462 l -0.317 -1.599 l h AWWA C600 January 1, 1993 6.977 -1.985 l 4.666 4.439 3.744 5.361 1.518 5.361 c 0 Tw -0.471 0.465 l 0 0 0 1 K -0.285 -1.569 0.138 -1.83 0.57 -1.83 c 0 -2.448 l Installations that require special attention, techniques, and. 0.631 -1.832 l /MediaBox [ 0 0 612 792 ] 0.5 w [ <16> -11 (\033) -22 (\032) -3 <13> -12 <14> -6 (\034) -8 <150d1a> -1 <15> -8 <1e0d0c> 48 <0f> -24 (\032) -1 <14> -4 <1514> -4 <15> -5 <0b> ] TJ 4.808 -7.304 l W/{N\ldp6mi=\2+'/8`s32A^@V.D=0kgz1>:+.O~ MHX]iL"@HE.s L,mrd_tUqbNF7 /GS1 65 0 R >> /Annots [ 18 0 R ] /F1 54 0 R 1.706 -2.939 0.899 -3.604 0.103 -4.017 c -0.34 0.157 -0.709 0.27 -1.291 0.27 c 114.677 689.055 1.901 -1.816 re -1.013 -3.987 -0.796 -4.327 -0.517 -4.327 c This edition approved June 6, 1993. >> x;i ?f@ v{0o>p$$'$DUWW]OC>&]oMpu{}k?#yUDM=/!Y.e'gE.WJ-eHr\eOr%2]\5\@? /C2_0 39 0 R 0.622 1.245 m 11.969 0 l 1.901 -7.303 l /Annots [ 18 0 R ] 1.887 0.423 1.578 0.732 0.832 0.732 c /Type /Catalog 1.464 -3.565 l f /F1 54 0 R >> 230 0 obj <><><>]/ON[232 0 R]/Order[]/RBGroups[]>>/OCGs[232 0 R]>>/OutputIntents[<>]/PageLabels 213 0 R/Pages 216 0 R/Type/Catalog/ViewerPreferences<>>> endobj 231 0 obj <>/Font<>>>/Fields 209 0 R>> endobj 226 0 obj <>stream %PDF-1.6 % 1.326 -2.652 l >> 378 384 l 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. 0 0 m q 0 -1.446 l 0 15.616 l [ <17> -18 <17> -18 <17> -18 <17191a11> -11 <0e> -16 <06198b> -20 (\210) -8 <0f> -8 <0c> -17 <07> -18 (\235\031\037) -2 <10> -10 <11> -12 <0c> -10 (\210) -16 <1119> ] TJ 1.44 -0.603 l 1.801 -0.993 l 1.892 -1.046 1.887 -0.861 1.887 -0.613 c 1.892 -1.045 1.887 -0.861 1.887 -0.613 c 2.562 0.808 2.005 1.298 1.278 1.298 c 10.111 -7.913 l 0.001 Tc 2.338 -0.665 l f 0.248 1.787 0.352 1.787 0.403 1.684 c 1.9 -7.303 l -2.893 0 l h Q 0.444 0 l endobj 15 0 obj 0 Tw %%EOF 0 Tc q (\031\202) Tj Delivery covershow the product can be packaged, marked, and shipped. Q 0 -7.303 l /CS0 66 0 R 4 M /CS0 66 0 R f WARNING: The testing methods described in this section are for water-pressure testing only. /Annots [ 18 0 R ] The amount of make-up water is documented and compared from all three tests. 1.911 -1.583 1.901 -1.412 1.896 -1.226 c 1.892 0 l Requirements lists minimum requirements for a product to meet the prescribed standard /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] -1.207 -0.247 -1.483 -0.024 -1.511 0.371 c Q 1.897 -0.333 1.768 -0.77 1.279 -0.77 c /TrimBox [ 0 0 612 792 ] 4.658 0 l /TrimBox [ 0 0 612 792 ] 0.556 1.298 0 0.808 0 0 c 0 0 m << 3.153 -1.152 3.174 -1.27 3.174 -1.389 c 0 0 m >> /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 0 0 m 1.49 -0.913 1.616 -0.662 1.616 -0.389 c f 0 Tw -0.471 0 l n 0 0 m converted f 1.673 0.954 2.484 0.086 2.484 -0.937 c -0.109 -0.523 -0.285 -0.736 -0.285 -1.103 c f >> /Type /Page f << 0.637 1.16 l -1.745 0.023 -1.326 0.584 -0.561 0.584 c 1.245 -1.982 l -4.808 1.007 -3.432 1.702 -1.943 1.702 c Three hydro tests are conducted with each having the same time intervals. -2.822 -1.659 0.482 -0.922 0.482 -3.56 c 0 -7.303 l h /CropBox [ 0 0 612 792 ] application/pdf 3.673 -1.22 3.29 -2.525 1.829 -2.525 c f There is also a benefit to documented standards compared to word-of-mouth training. q 1.166 -2.749 0.698 -1.222 0 0 c -1.986 -2.325 -0.582 -3.999 1.829 -3.999 c 0 Tw 1 0 0 1 274.2681 377.6796 cm 1 0 0 1 159.51871 680.71609 cm 8.821 -7.303 l 1.83 -0.993 l A substantial increase in the amount of make-up water as the pressure is increased indicatesa leak is present. H{\O.j\J7Sv%J a0tOH=LRbl YQ_hm -]}I-Y\ >>^JTj /TT0 60 0 R >> (\221\221) Tj 2.2 -0.08 2.519 0.057 2.818 0.057 c >> /GS0 62 0 R << 0.637 -1.35 0.694 -1.545 0.937 -1.545 c endobj h -2.468 0.27 -3.219 -0.666 -3.219 -2.042 c /TrimBox [ 0 0 612 792 ] 3.928 -7.913 l -4.325 -3.83 l SM 2017 American Water Works Association. 0.556 1.297 0 0.808 0 0 c 0.1 -1.896 l 1.925 -1.773 l 1.126 0 Td /ColorSpace 20 0 R k -15.561 -8.879 -11.818 -12.623 -7.197 -12.625 c 2.499 1.307 -1.51 0.292 -1.51 3.781 c /Contents 68 0 R 4.808 -7.303 l /GS2 gs Yes, a ductile iron cap is heavier than a balloon, which ultimately means it will do more damage when it lands. If, as a last resort, testing with air is the only option, there are items of concern: An example to compare water and air: fill one balloon with water and the second with air. 3.602 -3.829 l 0.335 -0.222 0.091 -0.222 0.04 -0.222 c 0.482 -5.262 -1.035 -5.942 -2.581 -5.942 c 9 0 obj h f 5.658 2.183 3.999 3.645 1.829 3.645 c /C2_0 39 0 R 0.558 6.232 0.527 6.439 0.134 6.498 c 3.716 -5.913 l q 377.597 384 m . 1 0 0 1 277.62109 355.2411 cm IG,8,1K$%4O_f[Gm7{[/=)wO xs?2QR(6e+qP! -0.195 0.066 -0.338 0.104 -0.57 0.104 c 0.646 -2.097 l Keep in mind there are documented procedures and knowledgeable McWane Ductile staff available for assistance. 2.484 -1.988 1.645 -2.827 0.617 -2.827 c Q 0.637 -2.448 l << 4.808 -2.51 4.793 -1.304 3.574 -1.304 c f 43.39 0 Td 6.369 -1.751 l AWWA C600 - Installation of Ductile-Iron Water Mains and Their Appurtenances. 3.422 0.057 3.593 -0.356 3.593 -0.903 c 1 0 0 1 84.4866 682.4324 cm /T1_0 1 Tf <> 0.19 7.434 l -1.511 0.808 m -0.207 -0.704 l 0.799 3.679 l 0 -5.353 l f -5.059 -0.41 -5.216 -0.922 -5.216 -1.428 c /ColorSpace << /Type /Page -0.581 0.199 -1.007 0.312 -1.701 0.312 c -2.426 5.659 l -0.124 0.561 0 0.325 0 0 c /Resources << Q -0.34 0.156 -0.709 0.27 -1.29 0.27 c Attention to detail is of the utmost importance: Anyone who has searched for a leak will attest to the importance of proper installation. 0.276 -2.039 0 -1.73 0 -1.246 c ANSI/AWWA C600 Installation Guide for Ductile-Iron Mains and Their Appurtenances. 21.6 72 576 36 re General B. /ExtGState << 4-1 Performance test on 36-in. 0.214 0.162 0.485 0.266 0.756 0.266 c /Parent 1 0 R -3.05 -5.362 -3.422 -4.933 -3.422 -3.796 c 1 0 0 1 266.0005 347.81531 cm 1.773 0 l 3.588 1.391 l 258 341.102 120 42.898 re 1.901 -4.027 2.071 -4.608 2.794 -4.608 c -1.511 0.808 m A "known value" container such as a quart jar or incremented gallon bucket may be used to refill the original supply source. /GS0 62 0 R 1.096 0 Td %PDF-1.5 q 1.887 0.424 1.578 0.732 0.832 0.732 c /Type /Page 0.637 -1.141 l 0 0 m -0.816 -0.93 -0.92 -0.635 -0.92 -0.369 c 1 0 0 1 78 127.334 cm Installation of Ductile-Iron Water Mains and Their Appurtenances AWWA C600-05 and AWWA C605-05 1.03 TEST PRESSURES A. -1.271 -4.046 -1.271 -3.929 -1.344 -3.929 c 1.302 -3.043 1.147 -2.851 1.147 -2.673 c 1.852 4.186 1.7 5.835 0.19 5.835 c B. /T1_0 34 0 R 0 0 m q 0.025 Tw These AWWA Standards address all facets of water treatment and delivery. q <> 0 0 m The design engineer and owner anticipate news of a tight line, ready to serve hundreds or thousands of customers, or provide water to a new facility where a multitude of neighbors may find employment. 0.214 0.162 0.485 0.266 0.756 0.266 c 0.482 -5.261 -1.035 -5.942 -2.581 -5.942 c >> 0.042 2.185 0.042 2.333 -0.041 2.333 c -6.382 -3.83 m 4 M f 0 0 m /Type /Pages -0.083 -1.432 0.238 -1.151 0.62 -0.635 c /T1_5 109 0 R -0.006 Tw -1.055 -1.3 -0.951 -1.064 -0.713 0.103 c -2.524 6.069 l f It is important to isolate the new line for pressure testing as well as allowing the new line to be properly chlorinated and bacteria tested prior to connection with a service line. 3.9 0.17 4.099 0.17 4.297 0.113 c /Height 122 1.44 0.038 l 0.072 -4.829 -0.517 -5.066 -0.951 -5.066 c 1 0 0 1 0 0 cm 0.622 2.55 4.707 2.842 4.707 0.013 c <>/XObject<>/ProcSet[/PDF/Text/ImageB/ImageC/ImageI] >>/MediaBox[ 0 0 612 792] /Contents 4 0 R/Group<>/Tabs/S/StructParents 0>> HLN0y 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. 0 -0.703 0.47 -1.264 1.278 -1.264 c 0.525 -0.894 0 -0.624 0 0 c /GS1 65 0 R But wait, you have not pressurized the line. -3.219 -3.389 -2.581 -4.424 -1.248 -4.424 c Q Complimentary on-site training services are provided upon request by McWane Ductile product engineers or sales representatives to ensure installation crews are empowered with the knowledge to complete the process. h f 0 0 m 6.046 0 l Copyright 2017 American Water Works Association All Rights Reserved 1.901 1.39 l -0.238 -1.483 -0.038 -1.416 0.071 -1.369 c -0.946 -0.557 0.161 -0.31 0.161 -1.193 c 2.316 1.477 2.45 1.994 2.45 2.289 c >> 0 0.465 l 0 0 m 0 0 m h Service Taps 2.081 -1.294 2.499 -0.964 2.499 -0.533 c 1.654 7.591 l h /Font << 1.092 2.397 0.156 2.326 -0.567 1.971 c /GS2 gs -0.471 0.465 l -0.238 -1.483 -0.039 -1.417 0.071 -1.369 c 1 0 0 1 278.43021 349.7357 cm /BleedBox [ 0 0 612 792 ] /F1 54 0 R perform visual inspection or non-destructive testing requirements of this section. 7 0 obj /TT0 60 0 R Join water professionals from all over at AWWA's conferences and learn about the different online courses AWWA offers. uG| ?~U;P8L.=66 89#o (\t*V>8`^icp;j G ~%Ld! 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The same information may also be obtained in seconds via the McWane Ductile Pocket Engineer. 2.936 1.263 l 1.023 0.518 0.972 0.709 0.786 0.709 c 0.021 Tc 0.4 -1.365 0.731 -1.039 0.731 -0.634 c 1.075 -1.278 0.922 -1.364 0.728 -1.364 c 0.323 -1.065 m 0.023 Tc >> 1.44 0.039 l q /Length 36544 -0.001 Tw 4.331 0 Td BT 0 0 m f 1.911 -1.583 1.901 -1.412 1.897 -1.226 c Much time, effort, and care have been expended installing a water line. 1 0 0 1 115.188 669.4841 cm 1.246 -1.982 l -0.019 Tw 0 0 m The last two digitsindicatethe year itwas approved, withany applicablerevision information listed at the bottom. 0 1.16 l -4.807 1.007 -3.432 1.702 -1.943 1.702 c 0 0 m -0.115 0.052 -0.238 0.09 -0.433 0.09 c highway and railroad crossings 1 0 0 1 285.0977 354.0014 cm /T1_0 1 Tf Crews have worked long hours to meet deadlines and are anticipating the end of the project. /MediaBox [ 0 0 612 792 ] /F1 11.5 Tf q /T1_2 29 0 R 0 1.39 l (100 mm Through 300 mm), AWWA Comment Period on ANSI/AWWA D104 - Automatically Controlled, Impressed-Current Cathodic Protection for the Interior Submerged Surfaces of Steel Water Storage Tanks, AWWA COMMENT PERIOD ON THE REVISIONS TO AWWA C219 Bolted Sleeve-Type Couplings for Plain-End Pipe. 0.689 -0.261 0.376 -0.285 0.133 -0.404 c Q /GS2 64 0 R 2.139 1.284 m 1.706 -2.939 0.899 -3.604 0.103 -4.017 c f Q -1.065 1.595 -1.117 1.698 -1.106 1.816 c /F1 54 0 R 1.293 3.317 l endobj AWWA is the voice of water in the nation's capital. f >> 278.259 360.219 0.637 -2.448 re 4.187 0.266 3.246 -1.034 1.809 -1.034 c -0.002 Tc 284.59 351.319 0.637 -0.608 re 4.666 4.439 3.743 5.361 1.517 5.361 c f 3.143 2.156 3.06 1.698 2.978 1.358 c /BleedBox [ 0 0 612 792 ] /Parent 1 0 R /Font << Body of the Standard: Includessix sections: I. << -1.55 -1.364 l [ <9102> -38 <04> -33 (\221) -74 (\221) -41 <04> -28 <02> -21 <0d> -39 (\215) -52 (\222) ] TJ -2.12 -0.247 -1.649 -0.713 -0.841 -0.713 c 0.524 -0.893 0 -0.624 0 0 c Explanation: Defineswhat an AWWA Standard is and what it covers. 0 0 m endobj Thousands of utilities in North America and other countries, have adopted AWWA Standards as part of their processes and procedures. 0.566 -0.555 l III. h Q [ <85860f0e1911050f060f0d0c19048f8f8d0d> 15 <1011051987880c11197f1601> 50 <197f16141602> ] TJ /BleedBox [ 0 0 612 792 ] 6.467 -1.305 6.311 -2.808 6.311 -3.758 c endobj 5 0 obj 0 0 m 6.708 -7.303 l 1.131 0.266 1.307 0.133 1.307 -0.262 c 0.88 -3.318 l >> /T1_1 34 0 R -0.651 -7.887 -1.716 -9.216 -2.429 -9.216 c q q 3.135 -4.608 3.461 -4.538 3.659 -4.409 c 13.898 0 l 14 0 obj 2.522 8.729 2.067 7.857 2.067 6.838 c h Q Q /Resources << [ <14> -8 <10> -9 <15> -8 (\033) -21 <100d1a> -1 <15> -8 <1e0d0c> 48 <10> -17 (\033) -12 <09> -2 <15> -4 (\034) -8 <08> -7 (\034) -10 <0b> -42 (\031) ] TJ 3.077 2.17 3.673 1.12 3.673 0 c ET endobj -0.499 -0.713 -0.232 -0.646 0 -0.518 c 0 Tc 1 0 0 1 273.32471 354.7758 cm 1.9 0 l 0.637 -2.377 l 4.68 0.057 4.666 0.61 4.666 1.347 c 1.892 0 l 13.8 TL Q 3.318 -6.027 2.879 -6.084 2.312 -6.084 c ET 10.721 -7.303 l 0.794 -0.77 0.665 -0.328 0.665 0.076 c Q f -0.482 5.607 m The hydrostatic test parameters must be clearly defined during the design phase and stated in the project specifications. f 0 0 m 0.566 0 l q 1.074 -1.278 0.922 -1.364 0.728 -1.364 c /Annots [ 18 0 R ] /Type /Action 2.936 0.694 2.851 0.17 2.539 -0.241 c >> Access the online platform, envoi, for standards, manuals and more. >> Conversely, the internal pressure may increase for an above-ground line installed during summer months filled with 60 degrees Fahrenheit water and ambient temperature of 90 degrees. The bride responds, "That's the way mom did it." h f 0 0 m 0 -3.565 l Q test pressure before conducting the leakage test. From source to storage, from treatment to distribution, AWWA Standards cover the products and processes related toall areas of water treatment and supply. /XObject << AWWA can help utility managers, engineers, operators and more continue to improve their professional development. 2.085 0 l W 1 0 obj 0.646 -2.377 l If there is a conflict between the two the more conservative shall apply. 0.637 -2.448 l q 0 0 m 0.575 -0.555 l disinfection 3.379 -2.652 l Click here to purchase the full version from the ANSI store. 0 -0.863 l 0 0 m Q q -1.483 1.136 -1.302 1.383 -0.945 1.383 c >> /ColorSpace << 0 0 m 1.887 -0.299 l -0.404 -8.773 0.31 -8.093 0.31 -6.646 c q /BitsPerComponent 8 0.276 -2.039 0 -1.73 0 -1.245 c /GS2 gs 1.887 0.423 1.577 0.732 0.832 0.732 c These AWWA Standards address all facets of water treatment and delivery. There is a better solution, which is to base training from documented resources such as the AWWA M41 Manual or the ANSI/AWWA C600 Installation Guide for Ductile-Iron Mains and Their Appurtenances. f -1.985 -0.227 m -1.344 -4.726 -1.996 -5.362 -2.646 -5.362 c -0.314 0.292 m All rights reserved. >> -1.251 0.086 -0.446 0.954 0.617 0.954 c -0.964 3.177 m /Resources << 0.181 0.371 l /TrimBox [ 0 0 612 792 ] Q 24 0 0 24 377.0017 600.3509 Tm Crews have worked through inclement weather. 6.778 -10.636 l AWWA C600-17 (Print+PDF) Installation of Ductile Iron Water Mains and Their Appurtenances Look Inside This standard covers the minimum requirements for the installation of ductile-iron water mains and their appurtenances, including materials, dimensions, tolerances, and testing procedures. /GS2 63 0 R the most current version of AWWA C600. /Type /Page /MediaBox [ 0 0 612 792 ] [ <0b> -10 <0a> 15 <0a> 17 <14> -17 <10> -21 <1c121e> -1 (\033) -28 (\036) 13 <13> -7 <12> -14 (\035) ] TJ endstream endobj startxref 6.3 Special Service Requirements, 70 References, 71 . -4.807 1.007 -3.432 1.702 -1.943 1.702 c -0.284 6.069 l -1.612 0.337 -1.15 0.57 -0.651 0.57 c For tests at these pressures, the test setup, should include a provision, independent of the valve, to reduce the line, then be opened enough to equalize the trapped pressure with the line, 4.1.1.6 The test pressure shall not exceed the rated pressure of the valves when the, section thereof shall be subjected to a hydrostatic pressure of at least 1.5 times the, working pressure at the point of testing. 0.01 Tw 4.011 0 l Q q 1.9 -10.636 l The dangers of compressed air cannot be over emphasized. /GS0 62 0 R 1. 0.327 -1.024 0.327 -1.007 0.319 -0.866 c h 2.042 -9.033 l 0.298 -5.658 l 0 0 m q -0.195 0.066 -0.338 0.104 -0.571 0.104 c 1.611 -2.448 l 0.298 -5.658 l -1.571 -5.066 -1.789 -4.238 -1.789 -3.515 c 2.411 3.971 2.936 3.574 2.936 2.397 c /Resources << 4.808 -3.403 l 0 0 m -0.023 Tw 8 0 0 8 78 104.25 Tm -0.403 -3.219 -0.403 -3.353 -0.527 -3.781 c -1.023 -3.043 -1.303 -2.999 -1.209 -2.658 c h 3.389 -2.652 l /Im0 Do /T1_0 34 0 R n -1.55 -8.3 -1.003 -7.783 -0.651 -7.207 c [ <16> -75 <16> -37 <02> -52 (\203) -60 <7f> -54 <17> -49 <0284> -32 (\216) -73 (\216) -33 (\204) ] TJ The pump should be isolated from the line during the actual test period. Approved by American National Standards Institute Sept. 2, 2010. 2.751 1.716 3.177 0.922 3.233 0 c Let's be perfectly clear: An air test is absolutely not the same as a hydro test. 0.637 -0.55 0.637 -1.197 0.637 -1.549 c <0a1b> Tj Multiple air release locations may be provided due to the contour of the line. q 1 0 0 1 138.7002 667.5842 cm Direct any of your questions related to technical and operational information to our Engineering & Technical Services Department. Think about it, you have installed a water line - test with water. /Contents 79 0 R 1.611 -0.841 1.606 -0.437 1.198 -0.437 c T* 1.307 0 1.865 0.266 1.865 0.99 c 4.44 -3.425 l /Type /Page -0.844 0 l 0 0 m /GS0 62 0 R 1.44 -0.603 l -1.799 -8.123 -1.809 -8.3 -1.727 -8.3 c -2.285 -1.329 -2.605 -2.525 -2.636 -3.663 c 1.44 -0.603 l -4.027 -4.367 -3.404 -4.553 -2.751 -4.553 c -2.212 0.312 -2.822 0.128 -2.822 -0.496 c 1 0 0 1 341.23779 370.244 cm March 2003. 3.588 0 l The Council has grown from five to 24 members, with nearly 1,600 volunteer subject matter experts serving on 72 committees. f Q >> 3.716 -6.595 l endstream endobj 173 0 obj <> endobj 174 0 obj <> endobj 175 0 obj <>stream h f Q -3.304 -5.942 -4.041 -5.814 -4.736 -5.629 c /C2_0 39 0 R
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