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Final Calculations : Hazen-Williams <br /> A-PEX Design Services Inc. Page 6 <br /> CHELSEA HEIGHTS LOT 10-Two Head Calculation (H.18 & H.15) Date 8/26/2024 <br /> Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt <br /> to or Ftngs Pe ******* Notes ****** <br /> Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf <br /> T.20 108 6.82 1 Utr 2.0 5.000 150 18.947 <br /> to 2.000 0.0 <br /> H.7 108 6.82 0.862 7.000 0.0306 0.214 Vel = 3.75 <br /> H.7 108 0.0 1 Utr 2.0 25.000 150 19.161 <br /> to 2.000 0.0 <br /> H.2 108 6.82 0.862 27.000 0.0306 0.827 Vel = 3.75 <br /> H.2 108 0.0 1 Utr 2.0 13.000 150 19.988 <br /> to 2.000 0.0 <br /> T.22 108 6.82 0.862 15.000 0.0306 0.459 Vel = 3.75 <br /> 0.0 <br /> T.22 6.82 20.447 K Factor= 1.51 <br /> T.28 108 0.48 0.75 Utb 17.0 1.000 150 19.372 <br /> to Utr 2.0 19.000 0.0 <br /> H.13 108 0.48 0.671 20.000 0.0008 0.016 Vel = 0.44 <br /> H.13 108 0.0 0.75 Utb 17.0 1.000 150 19.388 <br /> to 17.000 0.0 <br /> T.27 108 0.48 0.671 18.000 0.0008 0.014 Vel = 0.44 <br /> 0.0 <br /> T.27 0.48 19.402 K Factor= 0.11 <br /> Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 <br />