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Final Calculations - Hazen-Williams <br /> A-PEX Design Services Inc. Page 4 <br /> CHELSEA HEIGHTS LOT 47 PLAN LENNON GL-Two Head Calculation (H.3 & HA) Date 7/22/2024 <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 /> H.3 116 4.90 12.84 1 Utr 2.0 20.000 150 7.040 <br /> to 2.000 0.0 <br /> H.12 116 12.84 0.862 22.000 0.0987 2.171 Vel = 7.06 <br /> H.12 116 0.0 1 Utr 2.0 12.000 150 9.211 <br /> to 2.000 0.0 <br /> T.27 116 12.84 0.862 14.000 0.0987 1.382 Vel = 7.06 <br /> T.27 116 -1.04 1 2Utb 34.0 11.000 150 10.593 <br /> to 28.000 3.465 <br /> T.26 108 11.8 0.862 39.000 0.0844 3.292 Vel = 6.49 <br /> T.26 108 -4.97 1 8.000 150 17.350 <br /> to 0.0 <br /> H.18 108 6.83 0.862 8.000 0.0306 0.245 Vel = 3.75 <br /> H.18 108 0.0 1 Utb 17.0 37.000 150 17.595 <br /> to Utr 2.0 16.000 0.0 <br /> T.25 108 6.83 0.862 53.000 0.0307 1.628 Vel = 3.75 <br /> T.25 108 4.97 1.5 1.000 150 19.223 <br /> to 0.0 <br /> T.24 108 11.8 1.244 1.000 0.0140 0.014 Vel = 3.11 <br /> T.24 108 14.20 1.5 Utr 2.0 11.000 150 19.237 <br /> to T 3.443 5.443 1.732 <br /> S.1 104 26.0 1.244 16.443 0.0610 1.003 Vel = 6.86 <br /> SA 104 0.0 1.5 2E 3.443 5.000 150 21.972 <br /> to 3.443 8.732 ** Fixed Loss = 7 <br /> PRV 100 26.0 1.244 8.443 0.0611 0.516 Vel = 6.86 <br /> PRV 100 0.0 1.5 2E 3.443 50.000 150 31.220 <br /> to 3.443 3.000 *" Fixed Loss = 3 <br /> MTR 100 26.0 1.244 53.443 0.0610 3.260 Vel = 6.86 <br /> MTR 100 0.0 1 E 2.336 20.000 150 37.480 <br /> to T 5.841 9.345 0.0 <br /> STIR 100 26.0 0.995 G 1.168 29.345 0.1810 5.312 Vel = 10.73 <br /> 0.0 <br /> STIR 26.00 42.792 K Factor= 3.97 <br /> H.3 116 0.16 1 Utr 2.0 9.000 150 7.040 <br /> to 2.000 0.0 <br /> HA 116 0.16 0.862 11.000 0 0.0 Vel = 0.09 <br /> HA 116 4.90 13.00 1 Utr 2.0 8.000 150 7.040 <br /> to 2.000 0.0 <br /> T.19 116 13.16 0.862 10.000 0.1034 1.034 Vel = 7.23 <br /> T.19 116 0.0 1 Utr 2.0 1.000 150 8.074 <br /> to 2.000 0.0 <br /> HA 116 13.16 0.862 3.000 0.1033 0.310 Vel = 7.23 <br /> H.1 116 0.0 1 Utr 2.0 11.000 150 8.384 <br /> to 2.000 0.0 <br /> H.6 116 13.16 0.862 13.000 0.1033 1.343 Vel = 7.23 <br /> H.6 116 0.0 1 Utr 2.0 7.000 150 9.727 <br /> to 2.000 0.0 <br /> T.22 116 13.16 0.862 9.000 0.1033 0.930 Vel = 7.23 <br /> T.22 116 1.04 1 2Utb 34.0 15.000 150 10.657 <br /> to 28.000 3.465 <br /> T.24 108 14.2 0.862 43.000 0.1190 5.115 Vel = 7.81 <br /> Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 <br />