2.562 0.808 2.005 1.298 1.279 1.298 c 0.525 -0.893 0 -0.624 0 0 c 4.808 -7.303 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 McWane Ductile is proud to be a part of the McWane family of companies. >> Includes /Im0 Do 4.529 -4.859 l -2.283 -1.599 l q -0.827 0.09 -1.079 -0.223 -1.079 -0.685 c 0.018 Tc 85% found this document useful (13 votes), 85% found this document useful, Mark this document as useful, 15% found this document not useful, Mark this document as not useful, Save Hydrostatic Testing Awwa 600 For Later. 1.477 -0.76 1.477 -0.437 1.112 -0.437 c 2.484 -1.988 1.645 -2.827 0.617 -2.827 c -0.086 -1.953 -0.276 -1.977 -0.537 -1.977 c /Count 13 -0.238 -1.483 -0.039 -1.417 0.071 -1.369 c Q /Annots [ 18 0 R ] 2.751 1.716 3.177 0.922 3.233 0 c BT 0.553 -1.56 l -0.314 -2.205 l f -0.471 0.465 l 1.117 3.679 l f 1.673 0.057 1.915 -0.071 2.053 -0.375 c f /Kids [ 3 0 R 4 0 R 5 0 R 6 0 R 7 0 R 8 0 R 9 0 R 10 0 R 11 0 R 12 0 R 13 0 R 14 0 R 15 0 R ] If a water line installed in the winter is filled with city water at 60 degrees Fahrenheit and the ground temperature is 32 degrees Fahrenheit, the water will cool and the pressure will drop. 0.646 -2.377 l 1.644 -0.841 0.62 -1.58 -0.869 -2.171 c 377.597 384 m endstream endobj 470 0 obj <>>>/Filter/Standard/Length 128/O(YBfwP^#3j`c)/P -1340/R 4/StmF/StdCF/StrF/StdCF/U(Ee78SMOcI )/V 4>> endobj 471 0 obj <>/Metadata 19 0 R/Outlines 24 0 R/PageLayout/OneColumn/Pages 467 0 R/StructTreeRoot 31 0 R/Type/Catalog>> endobj 472 0 obj <>/Font<>>>/Rotate 0/StructParents 0/Tabs/S/Type/Page>> endobj 473 0 obj <>stream 3.02 -1.021 l Looking for answers to your DI pipe questions? revision of AWWA Standard C600, C901 and C902 plus the additional requirements of the Department of Health, and WWS. -2.893 0 l /GS0 62 0 R Q 2.512 5.607 l (914-mm) ductile-iron pipe with push-on joints, 22 4-2 Laying conditions for ductile-iron . /TrimBox [ 0 0 612 792 ] 1.871 4.445 1.334 5.332 1.334 6.395 c American Water Works Association works closely with government officials on policy and advocacy in the water industry. /ColorSpace << /GS2 gs 4.313 0.482 3.235 -1.599 0.469 -1.599 c 8.765 -9.898 l A common mistake is for installers to chase a leak for extended periods of time, only to find the line will eventually pass the hydrostatic test without changing any parts of the water line. 1.34 -1.483 1.34 -1.645 1.364 -1.773 c 2.623 -9.898 l 0 0 0 1 k -1.799 -8.123 -1.809 -8.3 -1.727 -8.3 c 258 341.102 l f /Annots [ 18 0 R ] W [ (\205) -21 (\206) -14 <11191f> -10 (\210) -21 <06> -19 (\206) -12 <0d> -14 (\215) -19 <0f> -16 <06> -26 <04> -13 <06> -14 <0f> -17 <10> -10 <111912> -8 <11> -11 <0e> -13 <0d> -14 (\210) -12 (\215) -20 <07> -19 <11190d> -15 <0c191d> -21 <04> -12 <0b> -13 <11191a> -3 <04> -13 <06> -8 <11> -11 (\215) -36 (\223) ] TJ /Im0 19 0 R n 1.688 0 l 0.565 0 l h /T1_1 85 0 R Q xmp.did:1c4714f5-eb15-8f40-9b40-cde12344e46e 0 0.465 l 1.896 -0.333 1.768 -0.77 1.278 -0.77 c 0.023 Tc endobj q 1.126 -8.152 0.01 -9.216 -1.148 -9.216 c 1 0 0 1 89.166 685.90669 cm 2.091 -1.264 2.562 -0.703 2.562 0 c /GS2 gs Buy Now AWWA C230-22 Stainless-Steel Full-Encirclement Repair & Service Connection Clamps for Pipe 0.731 -0.234 0.408 0.098 0.001 0.098 c 0.556 1.298 0 0.808 0 0 c 1 0 0 1 285.0977 354.0014 cm 0.1 -1.896 l xmp.iid:28f67be3-fa47-ce4c-bc0d-4b89626fd7b4 -0.581 0.198 -1.007 0.313 -1.702 0.313 c /Parent 1 0 R f -1.403 0 l 0.908 -3.148 0.086 -2.482 0 -1.305 c Jerry has been involved in nearly all facets of the foundry, providing him with extensive experience in manufacturing, installation, and design of ductile iron water products. -1.461 4.084 l (+V?Q:Z)B^PMkg\yp^.qV0Biw4B1-15x@P[WYD53"; 3.318 -6.027 2.879 -6.084 2.312 -6.084 c f 0 0 m The bride responds, "That's the way mom did it." 1.336 -1.407 l -2.524 6.069 l 2.091 -1.264 2.562 -0.703 2.562 0 c /GS2 gs -0.946 -0.557 0.161 -0.31 0.161 -1.193 c endobj -1.29 1.617 -1.815 0.979 -1.815 -0.114 c DRAWN DESIGN DATE REV TRUCKEE MEADOWS WATER AUTHORITY 7/2011 2ND ENGINEERING & CONSTRUCTION STANDARDS 1.83 -0.993 l 6.467 -1.305 6.311 -2.808 6.311 -3.758 c 4TusQ2+$ho71#A ={ ZN6b3j:OZRIm IO{IM^94mUHx*4O h|o@mBv`! 0 0 m 1.688 -1.659 l >> 0.699 0 l 0 1.092 0.596 2.17 1.829 2.17 c )\Jp!4EsR, 0 0 m endobj -4.027 -4.367 -3.403 -4.553 -2.751 -4.553 c h 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. 4.41 -2.95 l T* 0.335 -0.222 0.091 -0.222 0.04 -0.222 c Test Report 1. 0.482 -5.262 -1.035 -5.942 -2.581 -5.942 c Q 0.104 0 0.024 0 scn Each AWWA Standard is developed by a dedicated volunteer committee and is subjected to a rigorous formal approval process. h 6.708 -7.304 l HLN0y 0.56 0.732 0.228 0.661 -0.019 0.547 c 2.781 -2.334 1.964 -3.043 1.396 -3.043 c "AWWA has served the members and the water industry by dedicating staff and volunteer resources to this core program, and has succeeded in enabling the continued development and expansion of industry standards.". %PDF-1.5 0 -0.591 -0.403 -0.694 -0.507 -0.694 c -1.503 -2.226 -4.807 -3.204 -4.807 -0.568 c 4.808 -2.51 4.793 -1.304 3.574 -1.304 c 0.161 -1.763 -0.347 -1.992 -0.865 -1.992 c 468 0 l 3.701 4.017 4.187 3.234 4.187 2.023 c 5 0 obj 0.685 0 l 1.801 -1.021 l /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 6.708 -7.303 l q 3.422 0.057 3.593 -0.356 3.593 -0.903 c /Rotate 0 Q -4.325 -3.83 l -0.238 -1.483 -0.038 -1.416 0.071 -1.369 c The pressure is increased during each test. endobj -0.255 -5.828 -0.822 -5.9 -1.602 -5.9 c q h 2.935 1.263 l 1.153 -0.993 l hb```f`` @( /fr@g2ip^ pk'Xd,&;VSyNaS=qwvw 278.259 361.275 0.637 -0.608 re -1.986 -0.227 m 10.083 -7.913 l 485 0 obj <>/Encrypt 470 0 R/Filter/FlateDecode/ID[<04A80A15CDD3184792EEFAD82944636F>]/Index[469 27]/Info 468 0 R/Length 82/Prev 74489/Root 471 0 R/Size 496/Type/XRef/W[1 2 1]>>stream 1.112 -2.02 0.965 -2.039 0.774 -2.039 c 6.369 -1.751 l 4.255 -3.999 5.659 -2.325 5.659 -0.227 c 14.4 TL 1 0 0 1 84.4866 682.4324 cm 4.1.1.3 The hydrostatic test shall be of at least a 2-h duration. -1.049 1.702 -0.468 1.56 0.128 1.433 c 0.103 -1.802 -0.279 -1.788 -0.703 -1.788 c Q -4.623 -4.07 l 0 0 m -1.085 -1.788 -1.499 -1.802 -1.964 -1.832 c f /GS2 63 0 R /TrimBox [ 0 0 612 792 ] /GS1 65 0 R 1.17 1.284 l 0 1.16 l /F1 54 0 R 0.594 0 l Keep in mind there are documented procedures and knowledgeable McWane Ductile staff available for assistance. /GS1 65 0 R Q >> 5.659 2.183 3.999 3.645 1.829 3.645 c 0.88 -3.318 l 2.936 1.263 l -0.828 0.09 -1.079 -0.224 -1.079 -0.685 c 1 0 0 1 274.2681 377.6796 cm 2.091 -1.265 2.561 -0.704 2.561 0 c Web awwa c600 pressure testing pdf download. 0.391 -0.922 0.234 -0.41 0 0 c 0.382 -2.524 0 -1.205 0 0 c 6.356 0 l 4 M -0.285 -1.568 0.138 -1.83 0.57 -1.83 c Slow fill the line. 5.049 1.248 4.283 3.105 1.574 3.105 c S q endobj x;i ?f@ v{0o>p$$'$DUWW]OC>&]oMpu{}k?#yUDM=/!Y.e'gE.WJ-eHr\eOr%2]\5\@? f /Font << q 469 0 obj <> endobj 3.593 -2.448 l h -2.283 3.679 m f 0.575 -0.555 l iN+ _L3a: g5wV~o;?yG$(s-^PZLG-Hr@ZrJC"Q{{\z&Y9 N#)'!]:2;vJDx;k9*HUM+i~B5V@XVZprCR+:Xm >> General coversthe scope, purpose, and application of the standard 0.323 -1.065 m q 0 -3.565 l 1.896 -0.333 1.768 -0.77 1.279 -0.77 c The American Water Works Association first published consensus documents in 1908. q 1.44 -0.603 l AWWA 4.666 2.283 l 0 1.092 0.596 2.17 1.829 2.17 c 1.901 -7.304 l 2.411 4.123 2.068 4.593 1.408 4.593 c q /Resources << 1 0 obj 0.637 1.16 l -15.561 -8.879 -11.818 -12.623 -7.197 -12.625 c >> 6.049 -13.273 l 4 M 4.707 -1.839 3.185 -3.044 1.408 -3.044 c /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 0.689 -0.261 0.376 -0.285 0.133 -0.404 c q 1.706 -2.939 0.899 -3.604 0.103 -4.017 c /Annots [ 18 0 R ] 5.191 -9.898 l 0 0 m 0.29 1.049 0.692 1.167 0.993 1.167 c 1.911 -1.583 1.901 -1.412 1.897 -1.226 c 0.665 0.076 m /ExtGState << -4.027 -4.367 -3.404 -4.553 -2.751 -4.553 c 0.31 -6.646 m 3.673 -1.22 3.29 -2.524 1.829 -2.524 c -7.239 16.887 l /MediaBox [ 0 0 612 792 ] Awwa C600 Testing Requirements Pdf f h -0.284 6.069 l 2.272 -3.565 l f ; 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 PDF Ductile-Iron Pipe and Fittings - American Water Works Association SECTION 4: HYDROSTATIC TESTING EXCERPTED FROM AWWA C600-93 AWWA STANDARD FOR INSTALLATION OF DUCTILE-IRON WATER MAINS AND THEIR APPURTENANCES AMERICAN NATIONAL STANDARD Effective date: Apr. 0 0 m /GS2 63 0 R h 1.075 -1.278 0.922 -1.364 0.728 -1.364 c 0 0 m 0 -2.448 l 1 0 0 1 124.87289 700.60249 cm h q -4.807 1.007 -3.432 1.702 -1.943 1.702 c 1.336 -1.407 l h -0.012 Tw Installations that require special attention, techniques, and. -0.761 -1.526 -0.504 -1.464 -0.504 -1.226 c 11.316 -9.898 l 0.575 -0.556 l 1 0 0 1 289.8315 356.3588 cm f 1 0 0 1 78 595.8992 cm >> -1.923 -0.738 -1.023 0.443 0.052 0.443 c 0 2.004 l 4.198 -3.333 l -0.304 0.585 -0.119 0.556 0.057 0.504 c 0.482 -5.261 -1.035 -5.942 -2.581 -5.942 c The husband then asks his favorite mother-in-law the same question and receives the same response, "That's the way my mom did it." 0 0 m q The test pressure shall not be less than 1.25 times the stated working pressure of the pipeline measured at the highest elevation along the test section and not less than 1.5 times the stated working pressure at the lowest elevation of the test section. A water line moves like an accordion when pressures are increased/decreased. 6.977 -1.985 l Valves shall, not be operated in either the opening or closing direction at differential pressures, above the rated pressure. /GS1 65 0 R -0.761 -1.526 -0.504 -1.464 -0.504 -1.227 c 0 0 m /T1_1 85 0 R 3.928 -7.913 l 0 0 m 0.799 3.679 l -1.815 -1.503 -0.553 -2.283 0.737 -2.283 c 2.248 -2.448 l 0 -1.125 TD /MediaBox [ 0 0 612 792 ] /T1_2 85 0 R q 0 30.063 l >> >> 1.293 3.318 l [ <0f> 2 (\033) -26 (\031) -9 (\036) -4 <1d171b> -26 (\036) 15 <0e170d> -9 <0c> 16 <12> 2 (\031) -9 <1017> ] TJ 11.969 0 l 2.956 -0.988 l [ <0c> -6 <10> -10 <11> -11 (\215) 45 <011918> -14 (\214\031\202) -21 <16> -12 <7f> -5 (\216) -16 <0a> -62 <15> -31 (\216) -16 <16> -19 (\203) -17 (\202\031) ] TJ -1.964 -1.462 l /TT0 60 0 R 0.323 -1.065 m h W 0.31 -5.509 -0.269 -4.829 -0.847 -4.342 c 133.566 674.207 1.9 -1.815 re 1.901 -1.645 1.901 -3.574 1.901 -4.623 c 4.326 -9.033 l f 1 0 0 1 273.32471 354.7758 cm -0.248 -1.182 -0.155 -1.33 0.372 -1.418 c 2.512 5.607 l Q q PDF Section 15044 Pressure Testing of Piping Part 1 - General W 1.801 -0.979 2.581 0.17 3.716 0.17 c -2.283 7.434 m 3.602 -3.83 l q the most current version of AWWA C600. Q -0.124 0.561 0 0.325 0 0 c /BleedBox [ 0 0 612 792 ] -0.964 3.177 m q 1 0 0 1 336.064 349.7348 cm 1.801 -0.979 2.581 0.17 3.716 0.17 c Q /T1_4 85 0 R 5.049 -1.305 l /T1_3 85 0 R q 0.666 0.076 m 15 0 obj Effective Date: April 12, 2022 . 0 -0.704 0.47 -1.265 1.279 -1.265 c Q Adobe PDF Library 15.0 24.092 -39.6 l -0.312 -1.058 l 0 -0.458 -0.228 -0.93 -0.548 -0.93 c Yes, a ductile iron cap is heavier than a balloon, which ultimately means it will do more damage when it lands. 2.956 -0.76 2.956 -0.437 2.59 -0.437 c California Transparency in Supply Chain Disclosure 0 Tw Adobe InDesign CC 2017 (Windows) 0 0 m h 172.559 28 266.883 8 re 3.021 -4.539 3.815 -4.34 4.51 -3.957 c /T1_1 1 Tf 0.013 Tc 4.435 6.897 l /Rotate 0 0 0 0 1 K >> -0.007 Tw These AWWA Standards address all facets of water treatment and delivery. 2.056 -1.305 1.9 -2.808 1.9 -3.758 c 1.464 -3.565 l Q -2.283 -1.599 l WARNING: The testing methods described in this section are for water-pressure testing only. Files -1.757 -7.975 l -1.815 -3.148 -0.411 -4.539 2 -4.539 c 1.477 -2.448 l 1.925 -1.773 l ?T+!aX0e$0nDr|["Tn'.m l{C,6VT3!+,t;q15yUl;-d?h_/tt .YL@CrVnzvAWS #/ zWE 8 0 0 8 172.5585 29.684 Tm Q stream 284.59 351.319 0.637 -0.608 re Fill the line at the lowest possible location while providing an air release at the highest location. 1.901 3.461 l 2.316 1.477 2.45 1.994 2.45 2.289 c << 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. 1 0 0 1 78 591.35091 cm 0 -0.703 0.47 -1.264 1.278 -1.264 c 0 0 m 0.021 Tc ET 11 0 obj h Many people do not realize how their water gets to them or how blessed we are to have clean drinking water, says Regula. 1.829 -0.993 l >> /TrimBox [ 0 0 612 792 ] -0.207 -1.058 l -0.049 Tw /GS2 gs /TrimBox [ 0 0 612 792 ] /GS2 63 0 R /Subtype /Image /Type /Page The purpose of this standard is to provide the minimum requirements for fusion-bonded epoxy coatings and linings for steel water pipelines and fittings, including materials, application, and testing. As new technologies emerge, new standards are developed. 43.39 0 Td 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. 4-1 Performance test on 36-in. 1 0 0 1 284.22411 360.2191 cm First edition approved by AWWA Board of Directors May 8, 1977.This edition approved June 20, 2010. This includes products that comply with ANSI*/AWWA C900, ANSI/AWWA C907, or ANSI/AWWA C909. -0.61 -0.694 -0.703 -0.606 -0.713 -0.429 c 0 3.462 l Q -0.864 -4.231 0.391 -2.977 0.391 -1.428 c f /T1_3 80 0 R Q f /CS0 66 0 R completely from the section of piping under test. -0.237 -0.133 -0.504 -0.247 -0.813 -0.247 c -2.601 -3.425 l /T1_0 34 0 R q 606 Testing and Inspections A. hTn0=n(RQE6Pp%jcPKc?RS'%E%L.N.sg B*rTL?A{_F~ pea$D#MM8rksgc{31LZ2aQ'NAa!r^l2Tl |96p$zcs;NY.4X\cyJ2M6FN$T,V|ZV4>4Q5)\ qmLYJle(bo"*lgUmWiU*KaIR3V*H. >> Q -3.999 -5.9 -5.204 -4.268 -5.204 -2.042 c 0.63 -1.832 l q [ <17> 4 <17> 7 <1615> 6 <14> -4 (\033) -16 (\032) 3 <13> -6 <141c> -2 <15> -6 <12> ] TJ /T1_0 85 0 R <> 0 0 m [ (\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 h Her response, "That was the only pot I had!". /GS2 gs 1.44 -0.603 l Installation of Ductile-Iron Water Mains and Their Appurtenances AWWA C600-05 and AWWA C605-05 1.03 TEST PRESSURES A. h These AWWA Standards address all facets of water treatment and delivery. Q -0.626 -0.291 -0.356 0 0 0 c 1.654 7.591 l /ExtGState << -2.822 -1.659 0.482 -0.922 0.482 -3.56 c 5.985 0 Td -4.623 -4.07 l -1.503 -2.226 -4.808 -3.205 -4.808 -0.567 c -0.018 Tw 1.126 0 Td 2.338 -0.665 l 3.134 -4.609 3.46 -4.538 3.659 -4.411 c 0.637 0 l 3.957 -7.913 l -1.341 -1.978 -1.745 -1.431 -1.745 -0.685 c h 1. -1.851 -4.623 -1.468 -4.239 -1.075 -3.722 c f 10.083 -7.913 l q h ANSI/AWWA C600-17 (Revision of ANSI/AWWA C600-10) C 017 A W W A A This is a preview of "AWWA C600-2017". 0 -0.703 0.47 -1.264 1.279 -1.264 c 0.85 0 1.302 0 1.302 -0.406 c All rights reserved. /Type /XObject q 0.641 0.709 0.372 0.576 0 0 c /GS2 63 0 R /T1_0 1 Tf q 0 0 m 0.383 -2.525 0 -1.206 0 0 c /TrimBox [ 0 0 612 792 ] 0 0 m What Are the Pressure Requirements for Pipe Testing? 4.023 -13.273 l 21.6 72 576 36 re Effective . 0.012 Tc /XObject << 0 0 m 0.626 -0.986 0.344 -1.267 0 -1.267 c 1 0 0 1 281.8047 359.5443 cm /ColorSpace << /Parent 1 0 R Q stream Allowing all the air to vent and adequate time for any water absorption in the cement lining are beneficial. 1 0 0 1 327.7314 352.80611 cm Jerry Regula, "JR" is a product engineer with McWane Ductile. q Access the online platform, envoi, for standards, manuals and more. PDF Installation of Ductile-Iron Mains and Their Appurtenances /Rect [ 21.6 756 597.6 792 ] /GS2 63 0 R test pressure before conducting the leakage test. 0 -9.033 l 38.086 0 Td Q -1.079 -1.136 -0.865 -1.483 -0.418 -1.483 c >> 0.001 Tc General B. 0 Tw -5.204 0.071 -3.957 1.745 -1.674 1.745 c Ri pu>,s(^ FIRc;ZS"]MN??$WQ?RPNhNN!7ofGyvj81k9FM&tlrV^$~>c+o%d -0.471 0 l -1.483 1.136 -1.302 1.383 -0.945 1.383 c /Height 122 0 Tw -2.822 -1.659 0.482 -0.922 0.482 -3.56 c -1.611 0.337 -1.15 0.57 -0.651 0.57 c -0.01 Tc /CS0 66 0 R ET ET C600-17 Installation of Ductile-Iron Mains and Their Appurtenances First edition approved by AWWA Board of Directors May 8, 1977. >> It may be necessary to supplement this standard with special requirements not included in this standard (see foreword, Sec. 2.41 3.971 2.935 3.574 2.935 2.397 c (\037\036) Tj 6.356 -9.033 l JRhas been with McWane Ductile for more than 30 years, starting on the ground floor. 1.193 -1.148 1.262 -1.348 1.262 -1.742 c 0.98 0.76 l f [ (\035\034) -16 (\033) -21 (\032) -7 (\033) -11 (\031) ] TJ 1.126 0 Td -0.404 -8.773 0.31 -8.093 0.31 -6.646 c Q q 2 w 1.121 0 Td 0.603 -0.332 l -2.426 5.659 l -0.742 0.104 -0.946 0.043 -0.946 -0.167 c /GS0 62 0 R q /T1_2 1 Tf 1 0 0 1 126.2207 680.71609 cm -1.511 0.808 m q Fromdesign to installation, we take great pride in providing education and trainingto water professionals throughout the water and waste water industry. 3.673 -1.22 3.29 -2.524 1.829 -2.524 c -0.732 -1.034 -0.408 -1.365 0.001 -1.365 c /Resources << /T1_0 1 Tf 1.81 -3.118 2.798 -2.148 2.798 -0.937 c endstream endobj 213 0 obj <> endobj 216 0 obj <> endobj 217 0 obj <> endobj 218 0 obj <> endobj 16 0 obj <>/Font<>/ProcSet[/PDF/Text]/XObject<>>>/Rotate 0/TrimBox[0.0 0.0 612.0 792.0]/Type/Page>> endobj 21 0 obj <>/Font<>/ProcSet[/PDF/Text]/XObject<>>>/Rotate 0/TrimBox[0.0 0.0 612.0 792.0]/Type/Page>> endobj 22 0 obj <>stream 0.879 -3.318 l f 0 Tc 0.662 -3.47 0.724 -3.588 0.703 -3.721 c 4.666 4.439 3.744 5.361 1.518 5.361 c 0 0 m f All eyes are on that gauge in hopes of validating the work was successfully completed. /Contents 68 0 R endobj f /T1_2 80 0 R 0.604 -0.328 0.866 0.058 1.246 0.058 c 1 0 0 1 314.4575 377.6781 cm 1 0 0 1 145.5631 671.0585 cm 1.406 1.167 1.644 0.665 1.644 0.281 c 2017-05-31T09:35:36-06:00 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! 4.779 -2.113 l h << 0.736 -0.437 0.637 -0.936 0.637 -1.25 c We may chuckle a little, but this happens all too frequently in the field. Q h /CropBox [ 0 0 612 792 ] endstream endobj 250 0 obj <>>>/Resources 261 0 R/Subtype/Form>>stream -2.12 -0.247 -1.649 -0.713 -0.841 -0.713 c >> Q 0.499 -1.364 0.323 -1.273 0.323 -1.065 c 0.5 w 0.689 0 l Website Terms of Use Q 4.27 9.186 4.869 8.817 5.097 8.595 c (\031) Tj << f examined carefully during the test. h 3.957 -7.913 l 0.774 3.679 l -0.775 -2.999 -0.816 -3.043 -0.91 -3.043 c 0.353 0 0.626 -0.291 0.626 -0.634 c 0.072 -4.829 -0.517 -5.066 -0.951 -5.066 c >> /Type /Page -0.816 -0.93 -0.92 -0.635 -0.92 -0.369 c Q 0.603 -0.328 0.865 0.057 1.245 0.057 c 0.637 -3.565 l /A << The dangers of compressed air cannot be over emphasized. /Annots [ 18 0 R ] -1.612 0.337 -1.15 0.57 -0.651 0.57 c -1.549 -1.364 l 1 0 0 1 93.561 710.6586 cm >> -1.344 -4.726 -1.996 -5.362 -2.646 -5.362 c 0.248 1.787 0.352 1.787 0.403 1.684 c 2.798 0.257 1.833 1.245 0.622 1.245 c >> /F1 12 Tf HWN$7 [ (Copyright\040) -1 (\251\0402011\040American\040Water\040Works\040Association\056\040All\040Rights\040Reserved\056) ] TJ -0.471 0 l 2.158 -1.118 l q Q Prime the pump to remove all air prior to engagement with the line. 6.311 -7.303 l /C2_0 39 0 R 2.199 -1.304 1.901 -2.793 1.901 -3.73 c 0.96 0.96 0.96 rg 0.823 -6.084 0 -5.162 0 -3.715 c /T1_1 49 0 R AWWA C605-13 Underground Installation of Polyvinyl Chloride (PVC) and 0.637 -2.097 l f -1.323 -4.209 m T6{Ra>G|FbXno,m&?&kOGy*uW6B$'Mj];gjJDt.Gx&r:dMabz)4&W+d(6~Ubv There is also a benefit to documented standards compared to word-of-mouth training. 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