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Final Calculations - Hazen-Williams <br /> A-PEX Design Services Inc. Page 4 <br /> CHELSEA HEIGHTS LOT 47 PLAN LENNON GL-One Head Calculation (H.13) 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.13 116 4.90 9.18 1 Utr 2.0 14.000 150 12.030 <br /> to 2.000 0.0 <br /> HA 1 116 9.18 0.862 16.000 0.0531 0.849 Vel = 5.05 <br /> HA 1 116 0.0 1 Utr 2.0 7.000 150 12.879 <br /> to 2.000 0.0 <br /> H.7 116 9.18 0.862 9.000 0.0530 0.477 Vel = 5.05 <br /> H.7 116 0.0 1 Utr 2.0 2.000 150 13.356 <br /> to 2.000 0.0 <br /> T.22 116 9.18 0.862 4.000 0.0530 0.212 Vel = 5.05 <br /> T.22 116 0.13 1 2Utb 34.0 15.000 150 13.568 <br /> to 28.000 3.465 <br /> T.24 108 9.31 0.862 43.000 0.0544 2.341 Vel = 5.12 <br /> T.24 108 7.69 1.5 Utr 2.0 11.000 150 19.374 <br /> to T 3.443 5.443 1.732 <br /> S.1 104 17.0 1.244 16.443 0.0279 0.458 Vel = 4.49 <br /> S.1 104 0.0 1.5 2E 3.443 5.000 150 21.564 <br /> to 3.443 8.732 ** Fixed Loss = 7 <br /> PRV 100 17.0 1.244 8.443 0.0277 0.234 Vel = 4.49 <br /> PRV 100 0.0 1.5 2E 3.443 50.000 150 30.530 <br /> to 3.443 3.000 *" Fixed Loss = 3 <br /> MTR 100 17.0 1.244 53.443 0.0278 1.485 Vel = 4.49 <br /> MTR 100 0.0 1 E 2.336 20.000 150 35.015 <br /> to T 5.841 9.345 0.0 <br /> STIR 100 17.0 0.995 G 1.168 29.345 0.0824 2.419 Vel = 7.01 <br /> 0.0 <br /> STIR 17.00 37.434 K Factor= 2.78 <br /> HA 3 116 7.82 1 Utr 2.0 5.000 150 12.030 <br /> to 2.000 0.0 <br /> H.14 116 7.82 0.862 7.000 0.0394 0.276 Vel = 4.30 <br /> H.14 116 0.0 1 Utr 2.0 12.000 150 12.306 <br /> to 2.000 0.0 <br /> H.17 116 7.82 0.862 14.000 0.0394 0.551 Vel = 4.30 <br /> H.17 116 0.0 1 12.000 150 12.857 <br /> to 0.0 <br /> H.16 116 7.82 0.862 12.000 0.0394 0.473 Vel = 4.30 <br /> H.16 116 0.0 1 Utr 2.0 1.000 150 13.330 <br /> to 2.000 0.0 <br /> T.28 116 7.82 0.862 3.000 0.0393 0.118 Vel = 4.30 <br /> T.28 116 0.0 1 3.000 150 13.448 <br /> to 0.0 <br /> T.27 116 7.82 0.862 3.000 0.0397 0.119 Vel = 4.30 <br /> T.27 116 -0.14 1 2Utb 34.0 11.000 150 13.567 <br /> to 28.000 3.465 <br /> T.26 108 7.68 0.862 39.000 0.0382 1.489 Vel = 4.22 <br /> T.26 108 -3.23 1 8.000 150 18.521 <br /> to 0.0 <br /> H.18 108 4.45 0.862 8.000 0.0139 0.111 Vel = 2.45 <br /> H.18 108 0.0 1 Utb 17.0 37.000 150 18.632 <br /> to Utr 2.0 16.000 0.0 <br /> T.25 108 4.45 0.862 53.000 0.0139 0.736 Vel = 2.45 <br /> Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 <br />