9532 7TH AVE SE 2025-09-16 - Laserfiche WebLink

Final Calculations : Hazen-Williams A-PEX Design Services Inc. Page 5 CHELSEA HEIGHTS LOT 10- One Head Calculation (H.16) Date 8/26/2024 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf H.18 116 0.0 1 Utr 2.0 9.000 150 7.447 to 2.000 0.0 H.15 116 6.17 0.862 11.000 0.0255 0.280 Vel = 3.39 H.15 116 0.0 1 Utr 2.0 17.000 150 7.727 to 2.000 0.0 H.17 116 6.17 0.862 19.000 0.0255 0.484 Vel = 3.39 H.17 116 0.0 1 Utr 2.0 9.000 150 8.211 to 2.000 0.0 H.14 116 6.17 0.862 11.000 0.0255 0.280 Vel = 3.39 H.14 116 0.0 1 Utr 2.0 7.000 150 8.491 to 2.000 0.0 T.26 116 6.17 0.862 9.000 0.0254 0.229 Vel = 3.39 T.26 116 0.80 1 2Utb 34.0 14.000 150 8.720 to 28.000 3.465 T.25 108 6.97 0.862 42.000 0.0319 1.340 Vel = 3.83 0.0 T.25 6.97 13.525 K Factor= 1.90 T.21 116 0.80 1 Utr 2.0 9.000 150 8.666 to 2.000 0.0 HA 116 0.8 0.862 11.000 0.0006 0.007 Vel = 0.44 HA 116 0.0 1 Utr 2.0 9.000 150 8.673 to 2.000 0.0 H.5 116 0.8 0.862 11.000 0.0005 0.006 Vel = 0.44 H.5 116 0.0 1 Utr 2.0 12.000 150 8.679 to 2.000 0.0 H.1 116 0.8 0.862 14.000 0.0006 0.008 Vel = 0.44 H.1 116 0.0 1 Utr 2.0 8.000 150 8.687 to 2.000 0.0 H.3 116 0.8 0.862 10.000 0.0006 0.006 Vel = 0.44 H.3 116 0.0 1 Utr 2.0 7.000 150 8.693 to 2.000 0.0 H.6 116 0.8 0.862 9.000 0.0006 0.005 Vel = 0.44 H.6 116 0.0 1 Utr 2.0 7.000 150 8.698 to 2.000 0.0 T.19 116 0.8 0.862 9.000 0.0006 0.005 Vel = 0.44 T.19 116 0.0 1 Utr 2.0 11.000 150 8.703 to 2.000 0.0 H.9 116 0.8 0.862 13.000 0.0006 0.008 Vel = 0.44 H.9 116 0.0 1 Utr 2.0 6.000 150 8.711 to 2.000 0.0 T.24 116 0.8 0.862 8.000 0.0006 0.005 Vel = 0.44 T.24 116 0.0 1 Utr 2.0 6.000 150 8.716 to 2.000 0.0 T.26 116 0.8 0.862 8.000 0.0005 0.004 Vel = 0.44 0.0 T.26 0.80 8.720 K Factor= 0.27 T.20 108 3.46 1 Utr 2.0 5.000 150 13.057 to 2.000 0.0 H.7 108 3.46 0.862 7.000 0.0087 0.061 Vel = 1.90 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087