f 0 0 m Q 4 0 obj /GS1 65 0 R >> 1.801 0 l /F1 54 0 R 21.6 72 576 36 re 3.602 -3.829 l >> 3.035 -1.247 3.035 -1.73 3.106 -2.113 c 0 -2.448 l 3.347 0 l W 0 0 m 0.086 0.978 0.624 1.716 1.687 1.716 c ET /Parent 1 0 R h /F1 54 0 R h BT >> /T1_0 34 0 R 2.131 -3.425 l Practice patience. 0 0 0 1 K >> xmp.iid:28f67be3-fa47-ce4c-bc0d-4b89626fd7b4 0.879 -3.318 l /TT0 60 0 R 1.9 0 l /T1_2 85 0 R /GS0 62 0 R 1 0 0 1 293.9146 354.72839 cm 2.936 1.262 l 4.666 2.283 l 1.126 0 Td f WKZTxNd/_" .;AP*G f [ (\033) -3 <1314> 6 (\034) 4 <1512> ] TJ /Type /Annot /GS1 65 0 R -1.571 -5.066 -1.789 -4.238 -1.789 -3.515 c /CS0 66 0 R 0 0 m 0.018 Tc 0 1.39 l 0 0 m /TT0 60 0 R q /ExtGState << 0.482 -5.261 -1.035 -5.942 -2.581 -5.942 c All eyes are on that gauge in hopes of validating the work was successfully completed. /MediaBox [ 0 0 612 792 ] -0.403 -0.62 -0.641 -1.299 -0.765 -1.728 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. 1 0 0 1 357.8687 373.9989 cm 1 0 0 1 0 0 cm California Transparency in Supply Chain Disclosure 0 0 m 0.556 1.298 0 0.808 0 0 c >> q General coversthe scope, purpose, and application of the standard PDF Section 15044 Pressure Testing of Piping Part 1 - General 1 0 0 1 341.23779 370.244 cm 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 f /GS0 62 0 R -0.124 0.561 0 0.325 0 0 c q q 4.808 -2.51 4.794 -1.305 3.574 -1.305 c 0 0 m 1 0 0 1 268.6958 377.6796 cm -1.686 -4.859 -2.295 -5.657 -2.295 -6.941 c /Font << Give back to the water community by helping to develop or update an AWWA Standard. /Annots [ 18 0 R ] -1.986 -2.325 -0.582 -3.999 1.829 -3.999 c /F1 11.5 Tf Installers may, at times, have a misconception that water lines do not move because of earth loads of six to eight feet, for example. 3.957 -7.913 l 1.887 -0.299 l 0 -0.863 l xmp.did:1c4714f5-eb15-8f40-9b40-cde12344e46e h -2.212 0.313 -2.822 0.128 -2.822 -0.496 c 0.709 5.361 -0.283 5.148 -1.021 4.807 c IV. -1.085 -1.788 -1.499 -1.802 -1.964 -1.832 c -0.115 0.052 -0.238 0.09 -0.433 0.09 c 6.708 -7.303 l 0.19 7.434 l Q 1 0 0 1 330.1631 377.6781 cm 0.86 -1.83 1.178 -1.678 1.326 -1.407 c 0.761 -1.446 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 ] -1.461 4.084 l /F1 54 0 R q -0.908 1.745 -0.354 1.659 0.17 1.503 c f q 0 30.063 l -0.238 -1.483 -0.039 -1.417 0.071 -1.369 c 1.887 0.423 1.578 0.732 0.832 0.732 c -1.013 -3.987 -0.796 -4.327 -0.517 -4.327 c 1.654 7.591 l 0 0 m 1.121 0 Td -2.233 -9.216 -3.081 -8.404 -3.081 -6.985 c /TrimBox [ 0 0 612 792 ] 0 Tc /Contents 79 0 R Each AWWA Standard is developed by a dedicated volunteer committee and is subjected to a rigorous formal approval process. -2.283 -1.599 l -0.631 0 -1.2 -0.709 -1.2 -1.817 c h /Parent 1 0 R (\037\036) Tj /T1_5 1 Tf 4.149 -5.353 l 2.956 -0.76 2.956 -0.437 2.59 -0.437 c uuid:30eca241-7de2-456d-bac9-3192a24bd32d q Q 1 0 0 1 138.7002 667.5842 cm -1.964 -1.462 l /BleedBox [ 0 0 612 792 ] f McWane Ductile is proud to be a part of the McWane family of companies. 3.078 2.17 3.673 1.12 3.673 0 c -6.382 -3.829 m -3.999 -5.9 -5.204 -4.268 -5.204 -2.042 c Q 0.31 -5.509 -0.269 -4.829 -0.848 -4.342 c 0 0 m 3.673 -1.22 3.29 -2.524 1.829 -2.524 c 18 0 obj -0.742 0.104 -0.946 0.043 -0.946 -0.167 c BT /T1_0 34 0 R 0.383 -2.524 0 -1.205 0 0 c 0.276 -2.039 0 -1.73 0 -1.246 c -1.503 -2.226 -4.807 -3.204 -4.807 -0.568 c -0.11 -0.523 -0.285 -0.737 -0.285 -1.103 c h 2.338 -0.665 l q PDF Minimum Installation and Testing Requirements - Broward County, Florida << 43.39 0 Td Q /CropBox [ 0 0 612 792 ] >> 5.658 2.184 3.999 3.644 1.829 3.644 c 5.049 -1.305 l "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.". q q Multiple air release locations may be provided due to the contour of the line. -0.504 -0.746 -1.612 -1.074 -1.612 -0.191 c 3.134 -4.609 3.46 -4.538 3.659 -4.411 c 18.046 -39.6 l -0.249 -1.182 -0.155 -1.33 0.372 -1.418 c << >> 0.662 -3.47 0.724 -3.588 0.703 -3.721 c 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. hbbd``b`$/ H~,@9j n "t@(@1b``$ y@4 Service Taps q -50.082 -1.25 Td /TT0 60 0 R 1.307 -0.832 1.279 -1.007 1.174 -1.145 c -2.822 -1.659 0.482 -0.922 0.482 -3.56 c 6.311 -7.303 l 0 -7.303 l -0.312 -1.058 l 0 1.092 0.596 2.17 1.829 2.17 c /GS1 65 0 R -1.207 -0.247 -1.483 -0.024 -1.511 0.371 c /ColorSpace << /Type /XObject <0a1b> Tj Q The make-up water is measured and documented after each test. 0 Tc (\031) Tj 10.112 -7.913 l 1.34 -1.483 1.34 -1.645 1.364 -1.773 c << 0 1.092 0.596 2.17 1.829 2.17 c 1.459 0 l This edition approved June 6, 1993. q -1.51 5.138 -0.152 6.343 1.408 6.343 c >> 4.68 0.056 4.666 0.61 4.666 1.347 c 2.037 2.644 1.427 1.905 0.858 0.886 c 6 0 obj << 0.023 Tc -2.295 -8.226 -1.707 -8.773 -1.106 -8.773 c 1.17 1.284 l 0.29 1.049 0.692 1.167 0.993 1.167 c 0.699 0 l Includes 4.326 -1.751 l ", Deflection of joints -after the pipe is homed. /Pages 1 0 R -0.195 0.066 -0.337 0.104 -0.57 0.104 c 1.147 -2.54 1.179 -2.437 1.396 -1.698 c 1 0 0 1 314.4575 377.6781 cm 0.323 -1.065 m -0.606 1.245 -1.566 0.251 -1.566 -0.937 c -0.482 5.607 m /URI (https\072\057\057webstore\056ansi\056org\057Standards\057AWWA\057AWWAC60010\077source\075preview) f /BleedBox [ 0 0 612 792 ] 284.59 350.263 0.637 -2.448 re /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] -1.924 -0.738 -1.024 0.443 0.051 0.443 c -1.29 1.617 -1.815 0.978 -1.815 -0.113 c 0 g If there is a conflict between the two the more conservative shall apply. -4.325 -3.83 l 1.202 0 l 0.002 Tw 0.559 6.232 0.527 6.439 0.134 6.498 c 5.049 1.248 4.283 3.105 1.574 3.105 c -0.907 1.745 -0.354 1.659 0.17 1.503 c 1.316 -2.652 l AWWA C600 Pdf Free Download - Pdf Keg 3.318 -6.027 2.879 -6.084 2.312 -6.084 c /Type /Page 1.773 0 l h 1 0 0 1 278.43021 349.7357 cm 4.779 -2.114 l f endobj 1.688 0 l 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. 0 -7.303 l h 1.644 -0.841 0.62 -1.58 -0.869 -2.171 c Q trenchless applications -2.657 -8.979 -2.687 -8.847 -2.636 -8.684 c 1.611 -1.141 l 3.929 -7.913 l Q The amount of make-up water is documented and compared from all three tests. S 0 -0.703 0.47 -1.264 1.279 -1.264 c /GS2 gs -1.108 -1.992 -1.355 -1.949 -1.587 -1.887 c /CS0 66 0 R 1 0 0 1 78 595.8992 cm -0.326 3.644 -1.986 2.184 -1.986 -0.227 c 2.139 1.284 m >> 3.673 -1.22 3.29 -2.525 1.829 -2.525 c 6.046 0 l /C2_0 39 0 R L/6wqk0'*YVGRhZp--/-Pbhsu).riZ*s{JWDVy?lF0 .Q^ /C2_0 39 0 R /Font << -0.002 Tc 1 0 0 1 121.7533 665.8683 cm 0 0 m q 3.035 -1.249 3.035 -1.73 3.106 -2.114 c 2.158 -1.118 l 1.307 -0.832 1.278 -1.007 1.174 -1.145 c 1 0 0 1 274.2681 377.6796 cm 0 0 0 1 k -1.199 -2.688 -0.755 -3.19 -0.176 -3.722 c f 0.622 1.245 m -0.031 0.532 0.052 1.27 0.186 1.713 c Q >> Q -0.006 Tw 1.871 4.445 1.334 5.332 1.334 6.395 c 1.773 -1.021 l f /Rotate 0 Can the AWWA M41 Manual Really Fit in Your Pocket? 3.422 0.057 3.593 -0.356 3.593 -0.903 c %PDF-1.5 0 0 m 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". -1.049 1.702 -0.468 1.56 0.128 1.433 c /GS2 gs /TrimBox [ 0 0 612 792 ] >> 2.931 6.343 4.072 5.481 4.466 4.352 c >> 1.52 7.089 1.344 6.395 1.22 5.804 c Effective . 0 0 0 1 K Q 4.808 -7.303 l /C2_0 1 Tf 0 0 m /GS2 gs 1 0 0 1 99.8298 669.5269 cm << 0.104 0 0.024 0 scn 0 0 0 1 K /MediaBox [ 0 0 612 792 ] 7 0 obj /CS0 66 0 R /T1_4 85 0 R 2 w Understanding testing factors during design will enable the water professional to prepare for obstacles that may arise during the testing process. endstream endobj 250 0 obj <>>>/Resources 261 0 R/Subtype/Form>>stream -1.433 4.084 l 1.852 4.186 1.7 5.835 0.19 5.835 c 1.673 0.954 2.484 0.086 2.484 -0.937 c /Rotate 0 f 0 0 m /ExtGState << endobj /ExtGState << -1.085 -1.788 -1.499 -1.802 -1.964 -1.832 c Purchase print or pdf versions ofAWWA standards and manuals. -3.422 -2.836 -3.018 -1.152 -2.109 0.015 c >> The dangers of compressed air cannot be over emphasized. /A << h 172 0 obj <> endobj f 3.347 0 l [ (\037) 70 (\036) -65 (\036) 56 (\037\035\034) -5 (\033) -3 (\032) -6 (\031) -3 (\030) -18 (\032) -4 <17> -1 (\030) ] TJ 8 0 0 8 172.5585 29.684 Tm 1.616 0.292 0.89 0.292 0.736 0.292 c *Reminder - connect the gauge to the pipe, not the pump. -0.775 -2.999 -0.816 -3.043 -0.91 -3.043 c There is an extremely good chance that the most common installation, regardless of the pipe material, is improper tightening/torque of MJ bolts. 0 -0.703 0.47 -1.264 1.278 -1.264 c -3.081 -6.985 m 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 0 m /Contents 101 0 R 1.903 0 l -1.2 -2.688 -0.755 -3.19 -0.176 -3.722 c n 1.603 -2.283 2.553 -1.829 2.992 -1.021 c q 2.751 1.716 3.177 0.922 3.233 0 c 2.484 -1.988 1.645 -2.827 0.617 -2.827 c Attention to detail is of the utmost importance: Anyone who has searched for a leak will attest to the importance of proper installation. the most current version of AWWA C600. endobj /T1_1 49 0 R 1 0 0 1 353.1221 349.7348 cm /Resources << [ <1f8f8f8d0d> 15 <1011051990> 20 <9d191f89118d0f07040c191e04060f0d0c048a191d06040c05048d050e191c0c0e060f06880611191d118f0602197f01> 50 <197f16141602> ] TJ /Contents 100 0 R The bride responds, "That's the way mom did it." /Contents 102 0 R /Contents 92 0 R 0.006 Tc 4.255 -4 5.658 -2.326 5.658 -0.227 c -0.01 Tc 0.32 5.08 l 278.259 361.275 0.637 -0.608 re 0.162 -1.764 -0.347 -1.992 -0.865 -1.992 c /Parent 1 0 R /TrimBox [ 0 0 612 792 ] The dial on the gauge must be in one psi increments. /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] 3.588 0 l -51.862 -1.25 Td mY+lim ]O PavS!1rTT,mYfNpervAM =Iiux_d6}F@``!,>3n.w-ml(6p>&,\*1`aDpheQ`yr8 *>T'ld4eL[\oTF s%0g-b 7%6|ZSsY y[C1cm#]hjFv.oA.H i \_FM TXgPmht}&K]Y2le1x-0CJ rg|kNpxXp_ #G7dS_Q`1RsBSevHAm-:&^~t Q -0.207 -1.058 l -0.581 0.199 -1.007 0.312 -1.701 0.312 c 0.737 -0.437 0.637 -0.937 0.637 -1.25 c Documentsincludes anyreferenced papers 4.127 -1.702 3.787 -1.645 3.446 -1.645 c >> Q /F1 54 0 R /Rotate 0 4.529 0 l -1.35 -1.464 -1.141 -1.526 -0.922 -1.526 c h 1.852 0 1.852 1.953 1.852 3.146 c 0 -1.446 l /Rotate 0 1.688 -1.659 l 1.776 -1.599 l 0.709 5.361 -0.283 5.148 -1.021 4.808 c 1.901 -7.304 l -2.524 6.069 l -2.601 -3.425 l 19 0 obj mn >*[X;J6 } q /CropBox [ 0 0 612 792 ] >> 0 0 m 0 0 m This will enhance the probability of removing aII air from the conduit. 1.235 0 Td 1 0 0 1 265.99561 356.11169 cm Q /BleedBox [ 0 0 612 792 ] h -0.352 0.57 -0.157 0.522 0.043 0.479 c -0.741 0.104 -0.946 0.043 -0.946 -0.167 c 1.023 0.518 0.972 0.709 0.786 0.709 c /CS0 66 0 R /CS0 66 0 R 0 0 m /Type /Page /T1_0 105 0 R 10.721 -7.303 l 4.41 -2.95 l q 1 0 0 1 84.4866 667.5842 cm 2.067 5.849 2.698 5.125 3.071 4.711 c -0.41 0.098 -0.732 -0.235 -0.732 -0.634 c S /Font << 0 5.835 l /Subtype /Image )\Jp!4EsR, 5.658 2.183 3.999 3.645 1.829 3.645 c q 2.956 -0.988 l 1.886 2.397 l 2.45 2.466 2.44 2.644 2.285 2.644 c % 0 0 m Q h << 1 0 0 1 276.9272 353.4496 cm q 1.827 -9.033 l Contact Us, McWane Ductile product engineers or sales representatives, ANSI/AWWA C600 Installation Guide for Ductile-Iron Mains and Their Appurtenances. 1.9 -7.303 l Fill the line at the lowest possible location while providing an air release at the highest location. 0 -2.448 l /Parent 1 0 R 0 g -0.827 0.09 -1.079 -0.223 -1.079 -0.685 c >> (\031\202) Tj /GS2 63 0 R f /TT0 1 Tf 4.326 -9.033 l 5.985 0 Td AWWA C600 - Installation of Ductile-Iron Water Mains and Their Appurtenances. Today, there are more than 190 AWWA Standards. This standard describes underground installation and hydrostatic testing procedures for polyvinyl chloride (PVC) or molecularly oriented polyvinyl chloride (PVCO) pressure pipe and fittings that comply with either ANSI/AWWA C900, ANSI/AWWA C905, ANSI/AWWA C907, or ANSI/AWWA C909. -1.158 -2.466 -0.062 1.787 -0.01 1.994 c q >> 1.336 -1.407 l 0.001 Tc /GS0 62 0 R 1 0 0 1 285.0977 354.0014 cm 3.588 0 l -0.581 0.198 -1.007 0.313 -1.702 0.313 c q /TrimBox [ 0 0 612 792 ] completely from the section of piping under test. 1.901 -7.303 l 1.901 -1.645 1.901 -3.574 1.901 -4.623 c AWWA C600-17 (Print+PDF) Installation of Ductile Iron Water Mains and HWN$7 From source to storage, from treatment to distribution, AWWA Standards cover the products and processes related toall areas of water treatment and supply. endobj 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 0.646 -2.097 l /CS0 66 0 R 1.461 0 Td h 0.499 -1.364 0.323 -1.273 0.323 -1.065 c W/{N\ldp6mi=\2+'/8`s32A^@V.D=0kgz1>:+.O~ MHX]iL"@HE.s L,mrd_tUqbNF7 q gfg??^W~3ZDeL{&. (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 1.391 l 0.382 -2.524 0 -1.205 0 0 c q 0 -2.205 l -1.706 -1.418 l 2. 0 3.462 l Therefore, the number of times a line is exercised may vary. As new technologies emerge, new standards are developed. 0.403 -3.367 0.972 -2.658 0.972 -1.565 c 0.637 -0.55 0.637 -1.197 0.637 -1.549 c 0.19 7.434 l 0.88 -3.318 l 0.292 -0.625 0.335 -0.542 0.335 -0.45 c Q /ProcSet [ /Text /ImageC /PDF /ImageB /ImageI ] (This\040is\040a\040preview\040of\040\042AWWA\040C600\05510\042\056\040Click\040here\040to\040purchase\040the\040full\040version\040from\040the\040ANSI\040store\056) Tj /Type /Page Q /Resources << 2.198 -1.305 1.9 -2.794 1.9 -3.729 c 2.212 -2.186 2.708 -1.698 3.008 -1.182 c >> /BleedBox [ 0 0 612 792 ] 4.736 -1.546 4.708 -1.035 4.694 -0.483 c /T1_1 85 0 R This is especially true if the line is exposed to direct sunlight. -0.279 2.333 -0.641 2.023 -0.982 1.595 c 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. 11.316 -9.898 l 4.255 -3.999 5.659 -2.325 5.659 -0.227 c q >> 0.594 0 l 4.808 -2.51 4.793 -1.304 3.574 -1.304 c -3.304 -5.942 -4.041 -5.814 -4.736 -5.629 c >> Q 1.307 0 1.865 0.266 1.865 0.99 c 3.716 -6.595 l >> q 0.229 -0.609 0.059 -0.609 0.003 -0.609 c h f h 0 0 0 1 K -1.416 -3.929 -1.685 -4.106 -2.202 -4.711 c &SYXeI/$ji+>x')aP46/'J?n[//~sKxJ#OYOzL|*GaI@:@63v LDWQ>eg,MN[ Z8J|c^dJw[]0: pl.Mc~U0,JoLlRU. American National Standards Institute accreditation of AWWA Standards is your additional assurance of excellence. -3.05 -5.362 -3.422 -4.933 -3.422 -3.796 c Tj 0.637 -2.097 l f q Q ?T+!aX0e$0nDr|["Tn'.m l{C,6VT3!+,t;q15yUl;-d?h_/tt .YL@CrVnzvAWS #/ zWE q h 0.33 -0.761 0.685 -1.294 1.561 -1.294 c f -0.352 0.57 -0.157 0.522 0.042 0.479 c 1.892 -1.045 1.887 -0.861 1.887 -0.613 c /BleedBox [ 0 0 612 792 ] 0 0 m 3.379 -2.652 l /Producer (PyPDF2) Approved by American National Standards Institute Feb. 9, 1994. 0 0 m 0.689 0 l >> 1.603 -2.283 2.553 -1.829 2.993 -1.021 c subsqueous Crossings 1.464 -3.565 l (\031) Tj 4.51 -2.411 m -0.504 -0.746 -1.611 -1.074 -1.611 -0.191 c >> 1 0 0 1 227.5452 684.3746 cm -0.238 -1.483 -0.038 -1.416 0.071 -1.369 c 1 0 0 1 78 591.35091 cm -1.107 -1.992 -1.355 -1.949 -1.588 -1.887 c 0.972 -0.664 0.62 0 0 0 c q 0 -1.148 l >> 0.765 1.565 1.788 3.19 2.564 3.19 c 2.624 -9.898 l q 0.617 0.954 m First edition approved by AWWA Board of Directors May 8, 1977. /GS2 gs h q All rights reserved. /T1_1 34 0 R
Nicole Miller Eight Days Of Highlighting, Como Usar La Vela Del Desespero, Picc Line Insertion In Neonates Ppt, What Does The Terebinth Tree Symbolize, Articles A