9510 7TH AVE SE 2025-09-16 - Laserfiche WebLink

Final Calculations : Hazen-Williams A-PEX Design Services Inc. Page 5 CHELSEA HEIGHTS LOT 47 PLAN LENNON GL-Two Head Calculation (H.3 & HA) Date 7/22/2024 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 0.0 T.24 14.20 19.237 K Factor= 3.24 T.27 116 1.04 1 3.000 150 10.593 to 0.0 T.28 116 1.04 0.862 3.000 0.0010 0.003 Vel = 0.57 T.28 116 0.0 1 Utr 2.0 1.000 150 10.596 to 2.000 0.0 H.16 116 1.04 0.862 3.000 0.0007 0.002 Vel = 0.57 H.16 116 0.0 1 12.000 150 10.598 to 0.0 H.17 116 1.04 0.862 12.000 0.0010 0.012 Vel = 0.57 H.17 116 0.0 1 Utr 2.0 12.000 150 10.610 to 2.000 0.0 H.14 116 1.04 0.862 14.000 0.0009 0.013 Vel = 0.57 H.14 116 0.0 1 Utr 2.0 5.000 150 10.623 to 2.000 0.0 HA 3 116 1.04 0.862 7.000 0.0010 0.007 Vel = 0.57 H.13 116 0.0 1 Utr 2.0 14.000 150 10.630 to 2.000 0.0 H.11 116 1.04 0.862 16.000 0.0009 0.015 Vel = 0.57 HA 1 116 0.0 1 Utr 2.0 7.000 150 10.645 to 2.000 0.0 H.7 116 1.04 0.862 9.000 0.0009 0.008 Vel = 0.57 H.7 116 0.0 1 Utr 2.0 2.000 150 10.653 to 2.000 0.0 T.22 116 1.04 0.862 4.000 0.0010 0.004 Vel = 0.57 0.0 T.22 1.04 10.657 K Factor= 0.32 T.26 108 4.97 1 Utr 2.0 2.000 150 17.350 to 2.000 0.0 H.15 108 4.97 0.862 4.000 0.0170 0.068 Vel = 2.73 H.15 108 0.0 1 Utr 2.0 15.000 150 17.418 to 2.000 0.0 T.23 108 4.97 0.862 17.000 0.0171 0.290 Vel = 2.73 T.23 108 0.0 1 Utr 2.0 5.000 150 17.708 to 2.000 0.0 H.10 108 4.97 0.862 7.000 0.0170 0.119 Vel = 2.73 H.10 108 0.0 1 Utr 2.0 10.000 150 17.827 to 2.000 0.0 T.20 108 4.97 0.862 12.000 0.0170 0.204 Vel = 2.73 T.20 108 -1.08 1 Utr 2.0 1.000 150 18.031 to 2.000 0.0 T.21 108 3.89 0.862 3.000 0.0110 0.033 Vel = 2.14 T.21 108 1.08 1 Utr 2.0 15.000 150 18.064 to 2.000 0.0 H.5 108 4.97 0.862 17.000 0.0171 0.290 Vel = 2.73 H.5 108 0.0 1 Utr 2.0 17.000 150 18.354 to 2.000 0.0 H.2 108 4.97 0.862 19.000 0.0170 0.323 Vel = 2.73 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087