Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Specifications
Uponor, Inc. Page 1 SOUTH RIVER TERRACE-One Head Calculation (H.4) Date 10/2/2022 HYDRAULIC DESIGN INFORMATION SHEET Name - SOUTH RIVER TERRACE Date - 10/03/2022 Location - TIGARD OR Building - RESIDENTIAL System No. - 1 Contractor - WOLCOTT PLUMBING Contract No. - 43463F 005 Calculated By - BRENT KOTULA SET IV Drawing No. - F100 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height VARIES OCCUPANCY - RESIDENTIAL S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: (X) 1 ( )2 ( )4 ( ) S ( Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 17 Gpm System Type Listed Pres. at Start Point - 12 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 18 x 18 ( ) Deluge ( ) PreAction E Domestic Flow Added - 5 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make SENJU Model RC-RES I Elevation at Highest Outlet - 109 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 155 N Calculation Gpm Required 17 Psi Required 73.69 At Ref Pt STR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - x Rated Cap. Cap. T Time of Test - x @ Psi Elev. E Static (Psi) - 108 Elev. R Residual (Psi) - 103 Other Well Flow (Gpm) - 300 Proof Flow Gpm S Elevation - 95 P Location: STREET P L Source of Information: CONTRACTOR Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Uponor,Inc. Page 3 SOUTH RIVER TERRACE-One Head Calculation(HA) Date 10/2/2022 Fitting Legend Abbrev. Name 'h ' 1 1' 1% 2 214 3 31/2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G NFPA 13 Gate Valve 1 1 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Uel• Aquapez 90 Elbow 11 11 12 11 13 18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Utb Aquapez Tee-Branch 2 17 14 9 12 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Utr* Aquapez Tee-Run 1 2 2 4 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note:Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Schad 40 pipe and CFactors of 120 except as noted with'. The fittings marked with a•show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. Al values for fittings not marked with a•will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Flow Summary - NFPA Uponor, Inc. Page 4 SOUTH RIVER TERRACE- One Head Calculation (H.4) Date 10/2/2022 SUPPLY ANALYSIS Node at Static Residual Available Source Pressure Pressure Flow Pressure Total Demand Required Pressure STR 108.0 103 300.0 107.96 21.97 73.688 NODE ANALYSIS Pressure Discharge Node Tag Elevation Node Type at Node at Node Notes H.4 109.0 4.9 12.0 16.97 H.6 109.0 13.99 T.15 109.0 14.53 H.9 109.0 16.52 T.19 109.0 17.78 T.21 109.0 17.97 T.22 109.0 18.04 S.1 109.0 19.55 PRV 95.0 41.19 SMTR 95.0 55.31 TEE 95.0 58.67 5.0 MTR 95.0 67.05 CRB 95.0 71.36 STR 95.0 73.69 H.1 109.0 13.45 T.14 109.0 14.24 H.5 109.0 15.52 T.17 109.0 15.88 H.3 109.0 14.49 H.2 109.0 14.9 H.7 109.0 15.32 H.11 109.0 15.66 T.23 109.0 15.97 T.24 109.0 16.2 H.13 109.0 16.31 H.12 109.0 16.61 H.8 109.0 15.9 T.20 109.0 15.93 H.10 109.0 15.93 I Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams • Uponor, Inc. Page 5 SOUTH RIVER TERRACE- One Head Calculation (H.4) Date 10/2/2022 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 *Remote Head to Supply H.4 109 4.90 9.21 0.75 Utr 2.0 9.000 150 12.000 to 0.0 2.000 0.0 H.6 109 9.21 0.671 0.0 11.000 0.1806 1.987 Vel = 8.36 H.6 109 0.0 0.75 Utr 2.0 1.000 150 13.987 to 0.0 2.000 0.0 T.15 109 9.21 0.671 0.0 3.000 0.1807 0.542 Vel= 8.36 T.15 109 0.0 0.75 Utr 2.0 9.000 150 14.529 to 0.0 2.000 0.0 H.9 109 9.21 0.671 0.0 11.000 0.1806 1.987 Vel = 8.36 H.9 109 0.0 0.75 Utr 2.0 5.000 150 16.516 to 0.0 2.000 0.0 T.19 109 9.21 0.671 0.0 7.000 0.1806 1.264 Vel = 8.36 T.19 109 3.94 1.25 Utr 4.0 1.000 150 17.780 to 0.0 4.000 0.0 T.21 109 13.15 1.054 0.0 5.000 0.0388 0.194 Vel = 4.84 _ T.21 109 3.82 1.25 0.0 1.000 150 17.974 to 0.0 0.0 0.0 T.22 109 16.97 1.054 0.0 1.000 0.0620 0.062 Vel = 6.24 T.22 109 0.0 1.25 Uel 11.0 10.996 150 18.036 to T 2.44 13.440 0.0 S.1 109 16.97 1.054 0.0 24.436 0.0621 1.518 Vel = 6.24 S.1 109 0.0 1.25 E 1.22 8.000 150 19.554 to 0.0 1.220 21.063 * * Fixed Loss = 15 PRV 95 16.97 1.054 0.0 9.220 0.0621 0.573 Vel = 6.24 PRV 95 0.0 1.25 0.0 2.000 150 41.190 to 0.0 0.0 14.000 **Fixed Loss= 14 SMTR 95 16.97 1.054 0.0 2.000 0.0620 0.124 Vel= 6.24 SMTR 95 0.0 1.25 E 1.22 50.000 150 55.314 to G 0.407 4.067 0.0 TEE 95 16.97 1.054 T 2.44 54.067 0.0621 3.359 Vel = 6.24 TEE 95 H5 5.00 1.25 T 2.44 50.000 150 58.673 to E 1.22 3.661 3.000 ** Fixed Loss=3 MTR 95 21.97 1.054 0.0 53.661 0.1001 5.374 Vel= 8.08 MTR 95 0.0 1 0.0 25.000 150 67.047 to 0.0 0.0 1.000 ** Fixed Loss= 1 I CRB 95 21.97 0.995 0.0 25.000 0.1326 3.315 Vel = 9.07 CRB 95 0.0 1 0.0 10.000 150 71.362 to 0.0 0.0 1.000 ** Fixed Loss= 1 STR 95 21.97 0.995 0.0 10.000 0.1326 1.326 Vel = 9.07 0.0 STR 21.97 73.688 K Factor= 2.56 *New Path H.4 109 7.77 0.75 Utr 2.0 9.000 150 12.000 to 0.0 2.000 0.0 H.1 109 7.77 0.671 0.0 11.000 0.1319 1.451 Vel = 7.05 H.1 109 0.0 0.75 Utr 2.0 4.000 150 13.451 to 0.0 2.000 0.0 T.14 109 7.77 0.671 0.0 6.000 0.1318 0.791 Vel = 7.05 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 • Final.Calculations : Hazen-Williams Uponor, Inc. Page 6 SOUTH RIVER TERRACE-One Head Calculation (H.4) Date 10/2/2022 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.14 109 -3.12 0.75 Utb 17.0 6.000 150 14.242 to Utr 2.0 19.000 0.0 H.5 109 4.65 0.671 0.0 25.000 0.0510 1.276 Vel = 4.22 H.5 109 0.0 0.75 Utr 2.0 5.000 150 15.518 to 0.0 2.000 0.0 T.17 109 4.65 0.671 0.0 7.000 0.0511 0.358 Vel= 4.22 T.17 109 -0.83 0.75 2Utb 34.0 25.000 150 15.876 to 0.0 34.000 0.0 T.21 109 3.82 0.671 0.0 59.000 0.0356 2.098 Vel= 3.47 0.0 T.21 3.82 17.974 K Factor= 0.90 *New Path T.14 109 3.12 0.75 0.0 10.000 150 14.242 to 0.0 0.0 0.0 H.3 109 3.12 0.671 0.0 10.000 0.0244 0.244 Vel = 2.83 H.3 109 0.0 0.75 Utr 2.0 15.000 150 14.486 to 0.0 2.000 0.0 H.2 109 3.12 0.671 0.0 17.000 0.0244 0.415 Vel = 2.83 H.2 109 0.0 0.75 Utr 2.0 15.000 150 14.901 to 0.0 2.000 0.0 H.7 109 3.12 0.671 0.0 17.000 0.0244 0.414 Vel = 2.83 H.7 109 0.0 0.75 Utr 2.0 12.000 150 15.315 to 0.0 2.000 0.0 H.11 109 3.12 0.671 0.0 14.000 0.0244 0.342 Vel = 2.83 H.11 109 0.0 0.75 Utr 2.0 11.000 150 15.657 to 0.0 2.000 0.0 T.23 109 3.12 0.671 0.0 13.000 0.0244 0.317 Vel = 2.83 T.23 109 0.82 0.75 Utr 2.0 4.000 150 15.974 to 0.0 2.000 0.0 T.24 109 3.94 0.671 0.0 6.000 0.0375 0.225 Vel = 3.57 T.24 109 0.0 0.75 0.0 3.000 150 16.199 to 0.0 0.0 0.0 H.13 109 3.94 0.671 0.0 3.000 0.0377 0.113 Vel = 3.57 H.13 109 0.0 0.75 Utr 2.0 6.000 150 16.312 to 0.0 2.000 0.0 H.12 109 3.94 0.671 0.0 8.000 0.0376 0.301 Vel = 3.57 H.12 109 0.0 0.75 Utb 17.0 12.000 150 16.613 to Utr 2.0 19.000 0.0 T.19 109 3.94 0.671 0.0 31.000 0.0376 1.167 Vel = 3.57 0.0 T.19 3.94 17.780 K Factor= 0.93 *New Path T.17 109 0.82 0.75 Utr 2.0 8.000 150 15.876 to 0.0 2.000 0.0 H.8 109 0.82 0.671 0.0 10.000 0.0020 0.020 Vel= 0.74 H.8 109 0.0 0.75 Utr 2.0 13.000 150 15.896 to 0.0 2.000 0.0 T.20 109 0.82 0.671 0.0 15.000 0.0021 0.032 Vel= 0.74 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 7 SOUTH RIVER TERRACE-One Head Calculation (H.4) Date 10/2/2022 Nodal Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ""*" Notes """ Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf T.20 109 0.0 0.75 Utr 2.0 1.000 150 15.928 to 0.0 2.000 0.0 H.10 109 0.82 0.671 0.0 3.000 0.0020 0.006 Vel = 0.74 H.10 109 0.0 0.75 Utb 17.0 2.000 150 15.934 to 0.0 17.000 0.0 T.23 109 0.82 0.671 0.0 19.000 0.0021 0.040 Vel = 0.74 0.0 T.23 0.82 15.974 K Factor= 0.21 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Uponor, Inc. Page 1 SOUTH RIVER TERRACE-Two Head Calculation(H.2&H.7) Date 10/2/2022 HYDRAULIC DESIGN INFORMATION SHEET Name - SOUTH RIVER TERRACE Date - 10/03/2022 Location - TIGARD OR Building - RESIDENTIAL System No. - 1 Contractor - WOLCOTT PLUMBING Contract No. - 43463F 005 Calculated By - BRENT KOTULA SET IV Drawing No. - F100 Construction: (X) Combustible ( ) Non-Combustible Ceiling Height VARIES OCCUPANCY - RESIDENTIAL S Type of Calculation: ( )NFPA 13 Residential ( )NFPA 13R (X)NFPA 13D Y Number of Sprinklers Flowing: ( ) 1 (X) 2 ( ) 4 ( ) S ( )Other T ( )Specific Ruling Made by Date E M Listed Flow at Start Point - 13 Gpm System Type Listed Pres. at Start Point - 7.04 Psi (X) Wet ( ) Dry D MAXIMUM LISTED SPACING 16 x 16 ( ) Deluge ( ) PreAction E Domestic Flow Added - 5 Gpm Sprinkler or Nozzle S Additional Flow Added - Gpm Make SENJU Model RC-RES I Elevation at Highest Outlet - 109 Feet Size 7/16 K-Factor 4.9 G Note: Temperature Rating 155 N Calculation Gpm Required 26.0029 Psi Required 96.71 At Ref Pt STR Summary C-Factor Used: Overhead 150 Underground 150 W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - x Rated Cap. Cap. T Time of Test - x @ Psi Elev. E Static (Psi) - 108 Elev. R Residual (Psi) - 103 Other Well Flow (Gpm) - 300 Proof Flow Gpm S Elevation - 95 P Location: STREET P L Source of Information: CONTRACTOR Y Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Uponor,Inc. Page 3 SOUTH RIVER TERRACE-Two Head Calculation(H.2&H.7) Date 10/2/2022 Fitting Legend Abbrev. Name 'A ''A 1 1'A 1A 2 2'A 3 316 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G NFPA 13 Gate Valve 1 1 1 1 1 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Uel' Aquapex 90 Elbow 11 11 12 11 13 18 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Utb' Aquapex Tee-Branch 2 17 14 9 12 17 0 0 0 0 0 0 0 0 0 0 0 0 0 0 UV' Aquapex Tee-Run 1 2 2 4 2 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with'. The fittings marked with a*show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a'will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Final Calculations : Hazen-Williams Uponor, Inc. Page 5 SOUTH RIVER TERRACE-Two Head Calculation (H.2 & H.7) Date 10/2/2022 Nodel Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Eqiv Len Total Pf/Ft Pf *Remote Head to Supply H.7 109 4.90 12.91 0.75 Utr 2.0 12.000 150 7.040 to 0.0 2.000 0.0 H.11 109 12.91 0.671 0.0 14.000 0.3375 4.725 Vel= 11.71 H.11 109 0.0 0.75 Utr 2.0 11.000 150 11.765 to 0.0 2.000 0.0 T.23 109 12.91 0.671 0.0 13.000 0.3375 4.388 Vel = 11.71 T.23 109 -3.63 0.75 Utr 2.0 4.000 150 16.153 to 0.0 2.000 0.0 T.24 109 9.28 0.671 0.0 6.000 0.1833 1.100 Vel = 8.42 T.24 109 0.0 0.75 0.0 3.000 150 17.253 to 0.0 0.0 0.0 H.13 109 9.28 0.671 0.0 3.000 0.1833 0.550 Vel = 8.42 H.13 109 0.0 0.75 Utr 2.0 6.000 150 17.803 to 0.0 2.000 0.0 H.12 109 9.28 0.671 0.0 8.000 0.1832 1.466 Vel = 8.42 H.12 109 0.0 0.75 Utb 17.0 12.000 150 19.269 to Utr 2.0 19.000 0.0 T.19 109 9.28 0.671 0.0 31.000 0.1833 5.681 Vel = 8.42 T.19 109 9.03 1.25 Utr 4.0 1.000 150 24.950 to 0.0 4.000 0.0 T.21 109 18.31 1.054 0.0 5.000 0.0714 0.357 Vel = 6.73 T.21 109 7.69 1.25 0.0 1.000 150 25.307 to 0.0 0.0 0.0 T.22 109 26.0 1.054 0.0 1.000 0.1370 0.137 Vel = 9.56 T.22 109 0.0 1.25 Uel 11.0 10.996 150 25.444 to T 2.44 13.440 0.0 S.1 109 26.0 1.054 0.0 24.436 0.1368 3.342 Vel = 9.56 S.1 109 0.0 1.25 E 1.22 8.000 150 28.786 to 0.0 1.220 21.063 * * Fixed Loss = 15 PRV 95 26.0 1.054 0.0 9.220 0.1368 1.261 Vel = 9.56 PRV 95 0.0 1.25 0.0 2.000 150 51.110 to 0.0 0.0 14.000 ** Fixed Loss= 14 SMTR 95 26.0 1.054 0.0 2.000 0.1365 0.273 Vel= 9.56 SMTR 95 0.0 1.25 E 1.22 50.000 150 65.383 to G 0.407 4.067 0.0 TEE 95 26.0 1.054 T 2.44 54.067 0.1368 7.394 Vel = 9.56 TEE 95 H5 5.00 1.25 T 2.44 50.000 150 72.777 to E 1.22 3.661 3.000 ** Fixed Loss=3 MTR 95 31.0 1.054 0.0 53.661 0.1893 10.160 Vel= 11.40 MTR 95 0.0 1 0.0 25.000 150 85.937 to 0.0 0.0 1.000 ** Fixed Loss= 1 CRB 95 31.0 0.995 0.0 25.000 0.2506 6.266 Vel = 12.79 CRB 95 0.0 1 0.0 10.000 150 93.203 to 0.0 0.0 1.000 ** Fixed Loss = 1 STR 95 31.0 0.995 0.0 10.000 0.2507 2.507 Vel = 12.79 0.0 STR 31.00 96.710 K Factor= 3.15 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 „ Final Calculations : Hazen-Williams Uponor, Inc. Page 6 SOUTH RIVER TERRACE-Two Head Calculation (H.2& H.7) Date 10/2/2022 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 *New Path H.7 109 0.09 0.75 Utr 2.0 15.000 150 7.040 to 0.0 2.000 0.0 H.2 109 0.09 0.671 0.0 17.000 0.0001 0.001 Vel = 0.08 H.2 109 4.90 13.01 0.75 Utr 2.0 15.000 150 7.041 to 0.0 2.000 0.0 H.3 109 13.1 0.671 0.0 17.000 0.3466 5.893 Vel = 11.89 H.3 109 0.0 0.75 0.0 10.000 150 12.934 to 0.0 0.0 0.0 T.14 109 13.1 0.671 0.0 10.000 0.3466 3.466 Vel= 11.89 T.14 109 -4.06 0.75 Utr 2.0 4.000 150 16.400 to 0.0 2.000 0.0 H.1 109 9.04 0.671 0.0 6.000 0.1745 1.047 Vel = 8.20 H.1 109 0.0 0.75 Utr 2.0 9.000 150 17.447 to 0.0 2.000 0.0 H.4 109 9.04 0.671 0.0 11.000 0.1745 1.919 Vel = 8.20 H.4 109 0.0 0.75 Utr 2.0 9.000 150 19.366 to 0.0 2.000 0.0 H.6 109 9.04 0.671 0.0 11.000 0.1745 1.920 Vel = 8.20 H.6 109 0.0 0.75 Utr 2.0 1.000 150 21.286 to 0.0 2.000 0.0 T.15 109 9.04 0.671 0.0 3.000 0.1743 0.523 Vel = 8.20 T.15 109 0.0 0.75 Utr 2.0 9.000 150 21.809 to 0.0 2.000 0.0 H.9 109 9.04 0.671 0.0 11.000 0.1745 1.919 Vel = 8.20 H.9 109 0.0 0.75 Utr 2.0 5.000 150 23.728 to 0.0 2.000 0.0 T.19 109 9.04 0.671 0.0 7.000 0.1746 1.222 Vel = 8.20 0.0 T.19 9.04 24.950 K Factor= 1.81 *New Path T.23 109 3.63 0.75 Utb 17.0 2.000 150 16.153 to 0.0 17.000 0.0 H.10 109 3.63 0.671 0.0 19.000 0.0323 0.614 Vel= 3.29 H.10 109 0.0 0.75 Utr 2.0 1.000 150 16.767 to 0.0 2.000 0.0 T.20 109 3.63 0.671 0.0 3.000 0.0323 0.097 Vel = 3.29 T.20 109 0.0 0.75 Utr 2.0 13.000 150 16.864 to 0.0 2.000 0.0 H.8 109 3.63 0.671 0.0 15.000 0.0323 0.484 Vel = 3.29 H.8 109 0.0 0.75 Utr 2.0 8.000 150 17.348 to 0.0 2.000 0.0 T.17 109 3.63 0.671 0.0 10.000 0.0322 0.322 Vel = 3.29 T.17 109 4.06 0.75 2Utb 34.0 25.000 150 17.670 to 0.0 34.000 0.0 T.21 109 7.69 0.671 0.0 59.000 0.1294 7.637 Vel = 6.98 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations : Hazen-Williams . Uponor, Inc. Page 7 SOUTH RIVER TERRACE-Two Head Calculation (H.2 &H.7) Date 10/2/2022 Node1 Elev1 K Qa Nom Fitting Pipe CFact Pt to or Ftngs Pe ******* Notes ****** Node2 Elev2 Fact Qt Act Egiv Len Total Pf/Ft Pf T.21 7.69 25.307 K Factor= 1.53 *New Path T.14 109 4.06 0.75 Utb 17.0 6.000 150 16.400 to Utr 2.0 19.000 0.0 H.5 109 4.06 0.671 0.0 25.000 0.0397 0.992 Vel = 3.68 H.5 109 0.0 0.75 Utr 2.0 5.000 150 17.392 to 0.0 2.000 0.0 T.17 109 4.06 0.671 0.0 7.000 0.0397 0.278 Vel = 3.68 0.0 T.17 4.06 17.670 K Factor= 0.97 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087