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

Final Calculations : Hazen-Williams A-PEX Design Services Inc. Page 5 CHELSEA HEIGHTS LOT 10-Two Head Calculation (H.18 & H.15) 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 0.0 STIR 26.03 43.739 K Factor= 3.94 H.18 116 1.92 1 Utr 2.0 9.000 150 7.040 to 2.000 0.0 H.15 116 1.92 0.862 11.000 0.0029 0.032 Vel = 1.06 H.15 116 4.90 13.03 1 Utr 2.0 17.000 150 7.072 to 2.000 0.0 H.17 116 14.95 0.862 19.000 0.1308 2.485 Vel = 8.22 H.17 116 0.0 1 Utr 2.0 9.000 150 9.557 to 2.000 0.0 H.14 116 14.95 0.862 11.000 0.1307 1.438 Vel = 8.22 H.14 116 0.0 1 Utr 2.0 7.000 150 10.995 to 2.000 0.0 T.26 116 14.95 0.862 9.000 0.1308 1.177 Vel = 8.22 T.26 116 -0.81 1 2Utb 34.0 14.000 150 12.172 to 28.000 3.465 T.25 108 14.14 0.862 42.000 0.1179 4.953 Vel = 7.77 0.0 T.25 14.14 20.590 K Factor= 3.12 T.26 116 0.81 1 Utr 2.0 6.000 150 12.172 to 2.000 0.0 T.24 116 0.81 0.862 8.000 0.0006 0.005 Vel = 0.45 T.24 116 0.0 1 Utr 2.0 6.000 150 12.177 to 2.000 0.0 H.9 116 0.81 0.862 8.000 0.0005 0.004 Vel = 0.45 H.9 116 0.0 1 Utr 2.0 11.000 150 12.181 to 2.000 0.0 T.19 116 0.81 0.862 13.000 0.0006 0.008 Vel = 0.45 T.19 116 0.0 1 Utr 2.0 7.000 150 12.189 to 2.000 0.0 H.6 116 0.81 0.862 9.000 0.0006 0.005 Vel = 0.45 H.6 116 0.0 1 Utr 2.0 7.000 150 12.194 to 2.000 0.0 H.3 116 0.81 0.862 9.000 0.0007 0.006 Vel = 0.45 H.3 116 0.0 1 Utr 2.0 8.000 150 12.200 to 2.000 0.0 H.1 116 0.81 0.862 10.000 0.0006 0.006 Vel = 0.45 H.1 116 0.0 1 Utr 2.0 12.000 150 12.206 to 2.000 0.0 H.5 116 0.81 0.862 14.000 0.0006 0.008 Vel = 0.45 H.5 116 0.0 1 Utr 2.0 9.000 150 12.214 to 2.000 0.0 HA 116 0.81 0.862 11.000 0.0006 0.007 Vel = 0.45 HA 116 0.0 1 Utr 2.0 9.000 150 12.221 to 2.000 0.0 T.21 116 0.81 0.862 11.000 0.0005 0.006 Vel = 0.45 0.0 T.21 0.81 12.227 K Factor= 0.23 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087