awwa c600 testing requirements pdf
The American Water Works Association first published consensus documents in 1908. >> Section 330505.31 - Hydrostatic Testing - Cfpua /T1_0 34 0 R 0.001 Tc -3.081 -6.985 m 0.709 5.361 -0.283 5.148 -1.021 4.808 c 0.737 -0.437 0.637 -0.937 0.637 -1.25 c -7.239 16.887 l 3.673 -1.22 3.29 -2.524 1.829 -2.524 c /GS2 gs /CS0 66 0 R f 0 0 m Q >> Installation of Ductile-Iron Water Mains and Their Appurtenances AWWA C600-05 and AWWA C605-05 1.03 TEST PRESSURES A. 114.677 685.907 1.901 -7.303 re 0 0 m 278.259 361.275 0.637 -0.608 re q 0 -5.353 l f 0 0 m A "known value" container such as a quart jar or incremented gallon bucket may be used to refill the original supply source. DRAWN DESIGN DATE REV TRUCKEE MEADOWS WATER AUTHORITY 7/2011 2ND ENGINEERING & CONSTRUCTION STANDARDS 0.666 0.076 m >> 1.307 -0.642 l How to Successfully Prepare and Complete a Hydrostatic Test h endobj -0.012 Tw . 0 -7.304 l Yes, a ductile iron cap is heavier than a balloon, which ultimately means it will do more damage when it lands. 468 0 l /TrimBox [ 0 0 612 792 ] Test pressures for the various services and types of piping are shown at the end of this section in Table 15044. /T1_2 49 0 R 2.931 6.343 4.072 5.481 4.466 4.352 c /GS0 62 0 R /Annots [ 18 0 R ] /T1_1 74 0 R -48.679 -1.25 Td 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. 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 0 0 m 1.654 7.591 l 10 0 0 10 450.4713 730.5001 Tm 0.94 -0.207 1.023 0.237 1.023 0.37 c 0.86 -1.83 1.178 -1.678 1.326 -1.407 c 1.739 -3.318 l 0 -0.591 -0.403 -0.694 -0.507 -0.694 c 37.179 0 Td /TT0 1 Tf Leakage shall not be measured by a drop, These formulas are based on an allowable leakage of 11.65, gpd/mi/in. >> 11.317 -9.898 l h 0.499 -1.364 0.323 -1.274 0.323 -1.065 c f 3.134 -4.609 3.46 -4.538 3.659 -4.411 c By becoming a member of volunteering with American Water Works Association you are showing your commitment to the water profession. Q -3.46 -1.56 l -1.571 -5.066 -1.789 -4.238 -1.789 -3.515 c 1.326 -2.652 l 1.611 -0.841 1.607 -0.437 1.197 -0.437 c h 2. f 0.4 -1.365 0.731 -1.039 0.731 -0.634 c /ExtGState << q -1.964 -1.462 l B* >> -1.611 0.337 -1.15 0.57 -0.651 0.57 c /TrimBox [ 0 0 612 792 ] /ColorSpace << 2.426 -0.156 3.234 0.171 4.226 0.171 c 1.117 3.679 l 0.604 0 l q q 1.688 0 l 1.302 -0.863 0.793 -0.863 0.628 -0.863 c 17 0 obj 1.307 -0.832 1.279 -1.007 1.174 -1.145 c <> -1.085 -1.788 -1.499 -1.802 -1.964 -1.832 c 0.637 -2.448 l 0.335 -0.222 0.091 -0.222 0.04 -0.222 c -1.35 -1.464 -1.141 -1.526 -0.922 -1.526 c The husband then presents the question to grandma. 0.298 -5.658 l 3.153 -1.152 3.174 -1.27 3.174 -1.389 c All eyes are on that gauge in hopes of validating the work was successfully completed. f 1.166 -2.749 0.698 -1.222 0 0 c Allowing all the air to vent and adequate time for any water absorption in the cement lining are beneficial. /CS0 cs /Parent 1 0 R /Annots [ 18 0 R ] 0.907 -3.148 0.085 -2.482 0 -1.305 c q /Parent 1 0 R 0 -1.148 l /CropBox [ 0 0 612 792 ] 468 0 l -0.92 -0.044 -0.765 0.561 -0.362 0.561 c AWWA C605-13 Underground Installation of Polyvinyl Chloride (PVC) and SM 2017 American Water Works Association. 2.792 0.62 2.047 -1.787 2.016 -1.905 c q /Contents 103 0 R -0.145 -4.327 0.114 -4.032 0.569 -3.47 c /T1_0 85 0 R 2.512 5.607 l 1.112 -2.02 0.965 -2.039 0.775 -2.039 c 0 0 m -3.219 -3.389 -2.581 -4.425 -1.248 -4.425 c AWWA C600-10 Installation of Ductile-Iron Mains and Their Appurtenances Downloading: Allowed Max downloads:5 This standard describes installation procedures for ductile-iron mains and their appurtenances for potable water, wastewater, and reclaimed water. 0.794 -0.77 0.666 -0.328 0.666 0.076 c Approved by American National Standards Institute Feb. 14, 2017. 4.297 -1.801 l 1.112 -2.02 0.965 -2.039 0.774 -2.039 c f 1 0 0 1 314.4575 377.6781 cm First edition approved by AWWA Board of Directors May 8, 1977. -1.923 -0.738 -1.023 0.443 0.052 0.443 c 0.956 -0.261 l 0.637 -2.448 l 0 1.16 l >> &HM50ztvv{>4cF`E)%i+zL!, Q&mR@T-}^J&-/G %PDF-1.6 % PDF/X-1:2001 -1.35 -1.464 -1.141 -1.526 -0.922 -1.526 c Q 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. 0 0 m 1.651 -2.205 l 2.139 1.284 m 0.637 -2.377 l 6.708 -7.303 l -0.41 0.098 -0.732 -0.235 -0.732 -0.634 c 1.901 -7.303 l Q 2.781 -2.334 1.964 -3.043 1.396 -3.043 c q -0.32 6.867 l 4.68 0.057 4.666 0.61 4.666 1.347 c [ <15> 17 <14> 22 <131c> -4 (\031\032) 29 <12> 11 <11> 34 (\037) 10 <10> 19 (\030) 31 (\036) 13 <17> ] TJ 1 0 0 1 285.0977 354.0014 cm 1.17 1.284 l 4.198 -3.333 l 1 0 0 1 121.7533 665.8683 cm 11.969 0 l h /Rotate 0 f /Parent 1 0 R 0 Tw /ColorSpace << >> -0.483 5.607 m /GS2 gs 3.793 -3.318 l The test pump is to be connected at the lowest point of the line. >> /Border [ 0 0 0 ] 0 1.121 1.262 1.262 2.113 1.262 c 0 -0.863 l 0.637 0 l ET 0.007 Tc 0 Tw >> Many people do not realize how their water gets to them or how blessed we are to have clean drinking water, says Regula. q 0 1.091 0.596 2.17 1.829 2.17 c [ <080b0b1107060f1011190504061103191e0d> 15 <10> 60 <02191401> 50 <197f16141602> ] TJ 0 0 m (914-mm) ductile-iron pipe with push-on joints, 22 4-2 Laying conditions for ductile-iron . 12 0 obj 1.659 2.652 l 0.823 -6.084 0 -5.162 0 -3.715 c 1.688 0 l 1.887 0.423 1.578 0.732 0.832 0.732 c /ExtGState << /TrimBox [ 0 0 612 792 ] /GS2 64 0 R 1 0 0 1 0 0 cm 0.604 -0.328 0.866 0.058 1.246 0.058 c /CS0 66 0 R Any material not designed for the specific pressures should not be used and should be isolated from any section of a line to be tested at higher pressures. 0 0 m Includes >> 18.046 -39.6 l 1.307 -0.832 1.278 -1.007 1.174 -1.145 c 1.085 0.443 1.706 -0.517 1.706 -1.728 c -1.503 -2.226 -4.807 -3.204 -4.807 -0.568 c /Type /Page 0 0 m Use of theStandard:Includes anyoptions oralternatives in the foreword. 1 0 0 1 273.78169 349.0228 cm 1.477 -0.76 1.477 -0.437 1.112 -0.437 c 0 0 m /Type /Page f 0 0 0 1 K f -1.344 -4.726 -1.996 -5.362 -2.646 -5.362 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. Q /Font << 0 0 m 0.525 -0.894 0 -0.624 0 0 c adobe:docid:indd:5cad130e-228d-11dd-b753-bc3d6c84f515 /Resources << Q >> 1.334 8.005 2.223 9.186 3.598 9.186 c /ColorSpace << Q 2.522 8.729 2.067 7.857 2.067 6.838 c << /T1_2 80 0 R -1.706 -1.418 l 2.956 -2.448 l 0.761 -1.446 l /CropBox [ 0 0 612 792 ] 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 2.091 -1.265 2.561 -0.704 2.561 0 c 2.338 -0.665 l 0.315 -0.758 0.294 -0.689 0.18 -0.657 c 0.699 0 l k /TT0 60 0 R 8.339 0 l q 1 0 0 1 266.0005 357.77139 cm h /TT0 60 0 R Q 0 -9.033 l 1.023 0.518 0.972 0.709 0.786 0.709 c 1.886 2.397 l -2.283 7.434 m f Direct any of your questions related to technical and operational information to our Engineering & Technical Services Department. 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. >> -2.822 -1.659 0.482 -0.921 0.482 -3.559 c Delivery covershow the product can be packaged, marked, and shipped. 0.403 -3.367 0.972 -2.658 0.972 -1.565 c The make-up water is measured and documented after each test. /GS3 63 0 R << 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. -1.592 -3.574 -1.923 -2.88 -1.923 -2.2 c adobe:docid:indd:5cad130e-228d-11dd-b753-bc3d6c84f515 -0.238 -0.133 -0.504 -0.247 -0.813 -0.247 c -1.815 -3.148 -0.411 -4.539 2 -4.539 c h 2.484 -1.988 1.645 -2.827 0.617 -2.827 c -1.768 -3.53 -0.972 -2.983 -0.63 -2.983 c endobj 0.323 -1.065 m q /Type /Page 1.4886 0 0 1.4886 374.715 381.7314 Tm /BleedBox [ 0 0 612 792 ] 14 0 obj 4.255 -4 5.658 -2.326 5.658 -0.227 c 0.001 -0.704 l -2.467 0.27 -3.219 -0.666 -3.219 -2.042 c 4.529 0 l Three hydro tests are conducted with each having the same time intervals. n Her husband does not understand why she is cooking a 5-pound turkey in a 10-pound pot. f j@z*f)-=eG@d`\Cpht4sA sg7.r{.d`@%,/!|Fy 8{ 3.389 -2.652 l S First edition approved by AWWA Board of Directors May 8, 1977. Installers may, at times, have a misconception that water lines do not move because of earth loads of six to eight feet, for example. 0.018 Tc 6.539 0 Td 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. -2.212 0.312 -2.822 0.128 -2.822 -0.496 c ET h 0 0 m W h 0 0 m f 10 0 obj 0.637 0.465 l -1.013 -3.987 -0.796 -4.327 -0.517 -4.327 c 4.808 -2.51 4.794 -1.305 3.574 -1.305 c B. q Contact Us, McWane Ductile product engineers or sales representatives, ANSI/AWWA C600 Installation Guide for Ductile-Iron Mains and Their Appurtenances. II. /GS2 63 0 R -0.742 0.104 -0.946 0.043 -0.946 -0.167 c 6666 West Quincy Avenue, Denver, Colorado 80235, The testing methods described in this section are specific for water-pressure, testing. 0.254 0 l 1.147 -2.54 1.179 -2.437 1.396 -1.698 c h 3.02 -1.021 l 0.525 -0.893 0 -0.624 0 0 c 1.383 -0.57 1.268 -0.551 1.155 -0.551 c /GS1 65 0 R h 0.048 Tw 0 0 0 1 K q 0.18 -0.652 l 4.44 -3.425 l Q [ (\033) -3 <1314> 6 (\034) 4 <1512> ] TJ 1.892 0 l 0.85 0 1.302 0 1.302 -0.406 c q 0.637 -2.448 l S 5.957 0.17 6.708 -1.049 6.708 -2.694 c 1.901 3.46 l n 1 0 0 1 145.5631 671.0585 cm The last two digitsindicatethe year itwas approved, withany applicablerevision information listed at the bottom. -1.403 1.391 l 85.92 0 0 58.31999 257.28152 276.09309 cm Q q h 4.736 -1.545 4.708 -1.035 4.693 -0.482 c f 0.019 Tc BT 1.34 -1.483 1.34 -1.645 1.364 -1.773 c 2.329 -0.665 l 3.673 -1.22 3.29 -2.524 1.829 -2.524 c 2017-05-31T09:35:36-06:00 Attention to detail is of the utmost importance: Anyone who has searched for a leak will attest to the importance of proper installation. 0 Tw Her response, "That was the only pot I had!". /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 0.161 -1.763 -0.347 -1.992 -0.865 -1.992 c American Water Works Association works closely with government officials on policy and advocacy in the water industry. Q /T1_1 85 0 R -0.589 1.383 -0.446 1.117 -0.428 0.808 c 2.795 0 l Q /Length 6067 @tn&!L8 nEI `g0 q+B@\.XCL> F6#`a 0 -2.448 l /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 ] 0.229 -0.609 0.059 -0.609 0.003 -0.609 c 4.666 2.283 l Q /Length 36544 0.622 2.55 4.707 2.842 4.707 0.013 c -2.601 -3.425 l 1.092 2.397 0.156 2.326 -0.567 1.971 c completely from the section of piping under test. endobj 1 0 0 1 314.9429 356.95641 cm JRis a NACE Certified Corrosion Technician, Envision Specialist, and member of the American Society of Civil Engineers. f 1.9 -1.645 1.9 -3.574 1.9 -4.623 c /CS0 66 0 R -0.504 -0.746 -1.611 -1.074 -1.611 -0.191 c /Subtype /Image BT 4.808 -7.303 l The water supply container must be marked at the water level to assist with calculating the make-up water. 1.336 -1.407 l /F1 54 0 R -0.465 -3.131 l Q 2.595 -0.576 3.442 0.029 3.442 1.506 c -1.815 -3.148 -0.411 -4.539 2 -4.539 c 0 -0.458 -0.228 -0.93 -0.548 -0.93 c [ <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 0 0 1 317.19679 350.7831 cm American National Standards Institute accreditation of AWWA Standards is your additional assurance of excellence. -0.115 0.052 -0.238 0.09 -0.433 0.09 c /CropBox [ 0 0 612 792 ] /Rotate 0 2.936 0.694 2.851 0.17 2.539 -0.241 c 0 0 m 0.86 -1.83 1.179 -1.677 1.326 -1.407 c 10.21 0.17 10.721 -1.064 10.721 -2.694 c 4.666 4.439 3.744 5.361 1.518 5.361 c -0.127 -3.044 -1.357 -2.232 -1.89 -0.761 c 1.203 0 l 1.074 -1.278 0.922 -1.364 0.728 -1.364 c h 1.801 -0.979 2.581 0.17 3.716 0.17 c 6 0 obj Q endobj -1.503 -2.226 -4.808 -3.205 -4.808 -0.567 c q 0.683 3.19 0.796 2.924 0.703 2.585 c q 172 0 obj <> endobj -1.108 -1.992 -1.354 -1.949 -1.587 -1.887 c q /ExtGState << >> 0.794 -0.77 0.665 -0.328 0.665 0.076 c 4.023 -13.273 l Q /T1_1 49 0 R <0a10> Tj -0.351 -1.267 -0.626 -0.979 -0.626 -0.634 c 0 -7.303 l /Width 179 0 0 m q /T1_1 85 0 R 14.4 TL /MediaBox [ 0 0 612 792 ] -0.304 0.585 -0.119 0.556 0.057 0.504 c 0 0 m /GS0 62 0 R 3.929 -7.913 l A pressure relief valve is to be set at five psi max to prevent over pressurizing. h endobj Q f Website Terms of Use q This standard covers the minimum requirements for the installation of ductile-iron water mains and their appurtenances, including materials, dimensions, tolerances, and testing procedures. 0.637 -0.55 0.637 -1.197 0.637 -1.549 c 0 g A water line moves like an accordion when pressures are increased/decreased. h 1 0 0 1 210.1304 685.90669 cm 1 0 0 1 342.3291 356.95641 cm << 10.721 -7.303 l 1.05 -1.545 1.16 -1.521 1.226 -1.478 c Q -3.422 -2.836 -3.018 -1.152 -2.109 0.015 c /GS2 gs -0.403 -0.62 -0.641 -1.299 -0.765 -1.728 c /T1_0 85 0 R Files /MediaBox [ 0 0 612 792 ] /Font << 1.897 -0.333 1.768 -0.77 1.279 -0.77 c /Rotate 0 Effective Date: April 12, 2022 . 0.31 -6.646 m 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. /GS2 63 0 R f Unknown 1.307 -0.642 l */XYrw{' .H Y ==2* sY+J]q( 6v. 0 0 m f Crews have worked long hours to meet deadlines and are anticipating the end of the project. -1.271 -4.046 -1.271 -3.929 -1.344 -3.929 c 1.273 -2.056 1.291 -2.131 1.336 -2.205 c -0.844 30.063 l q -1.207 -0.247 -1.483 -0.024 -1.511 0.371 c 1.153 -0.993 l -0.946 -0.556 0.162 -0.309 0.162 -1.193 c -6.382 -3.829 m 1.829 -0.993 l q 2.044 3.318 l examined carefully during the test. -0.326 3.644 -1.986 2.184 -1.986 -0.227 c 2.2 -0.08 2.519 0.057 2.818 0.057 c 0.482 -5.262 -1.036 -5.942 -2.581 -5.942 c 2017-06-12T13:26:24-06:00 *Reminder - connect the gauge to the pipe, not the pump. -0.11 -0.523 -0.285 -0.737 -0.285 -1.103 c f Q 1.901 0 l /GS1 65 0 R 6.778 -10.636 l AWWA C600 - Installation of Ductile-Iron Water Mains and Their Appurtenances. 4 M -2.269 -4.553 -1.503 -4.367 -1.503 -3.659 c /CS1 20 0 R f /MediaBox [ 0 0 612 792 ] /C2_0 39 0 R 1.406 1.167 1.644 0.665 1.644 0.281 c 1.706 -2.939 0.899 -3.604 0.103 -4.017 c >> /CS0 66 0 R 44.625 0 Td Q /GS1 65 0 R -0.741 0.104 -0.946 0.043 -0.946 -0.167 c Q Effective . 0.021 Tc Adobe InDesign CC 2017 (Windows) 4.187 0.266 3.246 -1.034 1.809 -1.034 c >> /BleedBox [ 0 0 612 792 ] PDF SECTION 9 WATER CONSTRUCTION STANDARDS - Truckee Meadows Water Authority -2.468 0.27 -3.219 -0.666 -3.219 -2.042 c 1 0 0 1 366.19099 370.244 cm /Contents 17 0 R -1.29 1.617 -1.815 0.979 -1.815 -0.114 c f Find decades of Ductile iron expertise with installation guides, videos, tip sheets, training resources, and more in our Learning Center. California Transparency in Supply Chain Disclosure 0 0 m PDF HYDROSTATIC TESTING OF WATER MAINS - Whitinsville Water Company 0 0 m 1.688 -1.659 l /GS1 65 0 R Q This is especially true if the line is exposed to direct sunlight. S /F1 54 0 R -0.305 0.584 -0.119 0.556 0.057 0.504 c 0.023 Tc 1.203 0.465 l 1 0 0 1 357.8687 373.9989 cm q 2.081 -1.294 2.499 -0.964 2.499 -0.533 c q -6.382 -3.83 m 0.556 1.298 0 0.808 0 0 c 1.716 -1.659 l The amount of make-up water is documented and compared from all three tests. -0.828 0.09 -1.079 -0.224 -1.079 -0.685 c -0.001 Tw 1 0 0 1 308.52049 371.5121 cm q -0.429 -2.827 -1.251 -1.97 -1.251 -0.937 c n From source to storage, from treatment to distribution, AWWA Standards cover the products and processes related toall areas of water treatment and supply. 0 2.004 l /Font << AWWA 0 0 m 3.347 0 l 2.241 -0.638 1.787 -0.893 1.205 -0.893 c Through 12 In. /Contents 91 0 R 5.049 1.248 4.283 3.105 1.574 3.105 c 1.644 0.281 m f WARNING: The testing methods described in this section are for water-pressure testing only. Ri pu>,s(^ FIRc;ZS"]MN??$WQ?RPNhNN!7ofGyvj81k9FM&tlrV^$~>c+o%d -4.325 -3.829 l 1.603 -2.283 2.553 -1.829 2.992 -1.021 c 0.181 0.371 l q Considering the allowable make-up water may alleviate this issue. 1.9 -7.303 l /T1_0 34 0 R 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. >> 1 0 0 1 276.4102 360.2191 cm 13.898 0 l 2.956 -0.76 2.956 -0.437 2.59 -0.437 c 0 0 m >> 0 Tw q /ColorSpace << -1.549 -1.364 l 1.773 0 l 0.025 Tw 258 341.102 120 42.898 re /S /URI >> -0.109 -0.522 -0.285 -0.736 -0.285 -1.103 c -0.471 0 l 0.181 1.226 -0.076 1.849 -0.984 1.849 c -0.631 0 -1.199 -0.709 -1.199 -1.817 c /ColorSpace << 0.604 -0.328 0.865 0.058 1.246 0.058 c -1.199 -2.688 -0.755 -3.19 -0.176 -3.722 c 0 -2.448 l This includes material selection, testing methods and procedures, inspection requirements, and record keeping. 0 0 m AWWA C600 - Installation of Ductile-Iron Mains and Their - GlobalSpec 0.5 w /Contents 101 0 R ET 1.928 -7.091 l /GS2 gs The hydrostatic test parameters must be clearly defined during the design phase and stated in the project specifications. -0.018 Tw q 8.339 0 l 4.149 0.165 3.527 -0.634 2.639 -0.964 c f -4.623 -4.07 l 2.499 1.307 -1.51 0.292 -1.51 3.781 c 0.193 -0.704 0.216 -0.771 0.216 -0.904 c 0 1.092 0.596 2.17 1.829 2.17 c 1.886 2.397 l h f /F1 12 Tf Q 1 0 0 1 84.4866 682.4324 cm 1.644 -0.841 0.62 -1.58 -0.869 -2.171 c In a continuous effort to make your job easier, we have developed an online submittal builder to quickly and neatly package your personalized presentation. 0.594 0 l 2.139 1.284 m << [ <16> -75 <16> -37 <02> -52 (\203) -60 <7f> -54 <17> -49 <0284> -32 (\216) -73 (\216) -33 (\204) ] TJ 0.276 -2.039 0 -1.73 0 -1.245 c -2.283 -1.599 l f /Rotate 0 0.709 5.361 -0.284 5.148 -1.021 4.808 c 1.852 4.186 1.7 5.835 0.19 5.835 c 2.042 -9.033 l -1.054 -1.3 -0.951 -1.064 -0.713 0.103 c -0.341 6.572 l -0.71 -3.425 l 2.091 -1.264 2.562 -0.703 2.562 0 c f Q /F1 54 0 R 0 0 m 3.318 -6.027 2.879 -6.084 2.312 -6.084 c 0 5.835 l q /ColorSpace << 2.562 0.808 2.005 1.298 1.279 1.298 c -15.561 -8.879 -11.818 -12.623 -7.197 -12.625 c >> L/6wqk0'*YVGRhZp--/-Pbhsu).riZ*s{JWDVy?lF0 .Q^ -2.12 -0.247 -1.649 -0.713 -0.841 -0.713 c /GS1 65 0 R (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. 1 0 0 1 306.67239 348.745 cm 0 Tc -4.027 -4.367 -3.403 -4.553 -2.751 -4.553 c /Resources << >> /CS0 66 0 R 0.323 -0.69 0.747 -0.642 1.031 -0.642 c >> 3.588 1.39 l 1.126 -8.152 0.01 -9.216 -1.148 -9.216 c 0 0 m 495 0 obj <>stream -1.745 0.023 -1.326 0.585 -0.561 0.585 c
awwa c600 testing requirements pdf