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-One Head Calculation (H.13) 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 T.25 108 3.23 1.5 1.000 150 19.368 to 0.0 T.24 108 7.68 1.244 1.000 0.0060 0.006 Vel = 2.03 0.0 T.24 7.68 19.374 K Factor= 1.74 T.27 116 0.13 1 Utr 2.0 12.000 150 13.567 to 2.000 0.0 H.12 116 0.13 0.862 14.000 0 0.0 Vel = 0.07 H.12 116 0.0 1 Utr 2.0 20.000 150 13.567 to 2.000 0.0 H.3 116 0.13 0.862 22.000 0 0.0 Vel = 0.07 H.3 116 0.0 1 Utr 2.0 9.000 150 13.567 to 2.000 0.0 HA 116 0.13 0.862 11.000 0.0001 0.001 Vel = 0.07 HA 116 0.0 1 Utr 2.0 8.000 150 13.568 to 2.000 0.0 T.19 116 0.13 0.862 10.000 0 0.0 Vel = 0.07 T.19 116 0.0 1 Utr 2.0 1.000 150 13.568 to 2.000 0.0 H.1 116 0.13 0.862 3.000 0 0.0 Vel = 0.07 H.1 116 0.0 1 Utr 2.0 11.000 150 13.568 to 2.000 0.0 H.6 116 0.13 0.862 13.000 0 0.0 Vel = 0.07 H.6 116 0.0 1 Utr 2.0 7.000 150 13.568 to 2.000 0.0 T.22 116 0.13 0.862 9.000 0 0.0 Vel = 0.07 0.0 T.22 0.13 13.568 K Factor= 0.04 T.26 108 3.24 1 Utr 2.0 2.000 150 18.521 to 2.000 0.0 H.15 108 3.24 0.862 4.000 0.0078 0.031 Vel = 1.78 H.15 108 0.0 1 Utr 2.0 15.000 150 18.552 to 2.000 0.0 T.23 108 3.24 0.862 17.000 0.0077 0.131 Vel = 1.78 T.23 108 0.0 1 Utr 2.0 5.000 150 18.683 to 2.000 0.0 H.10 108 3.24 0.862 7.000 0.0077 0.054 Vel = 1.78 H.10 108 0.0 1 Utr 2.0 10.000 150 18.737 to 2.000 0.0 T.20 108 3.24 0.862 12.000 0.0077 0.092 Vel = 1.78 T.20 108 -0.71 1 Utr 2.0 1.000 150 18.829 to 2.000 0.0 T.21 108 2.53 0.862 3.000 0.0050 0.015 Vel = 1.39 T.21 108 0.71 1 Utr 2.0 15.000 150 18.844 to 2.000 0.0 H.5 108 3.24 0.862 17.000 0.0077 0.131 Vel = 1.78 H.5 108 0.0 1 Utr 2.0 17.000 150 18.975 to 2.000 0.0 H.2 108 3.24 0.862 19.000 0.0077 0.146 Vel = 1.78 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087