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Home My WebLink AboutOLD TOWN NORTH, 3RD FILING - FDP - FDP170003 - SUBMITTAL DOCUMENTS - ROUND 1 - DRAINAGE REPORTRunoff Design Point Basins Single Family Density (units/acre) %imp (1) Area T c C2 C100 Q2 Q10 Q 100 Notes 1 2,3,4,5,6,7,8,9,10 n/a 53.9 6.67 14.3 0.36 0.77 4.6 -- 33.9 2 2 11.1 75.0 0.16 5.0 0.54 0.88 0.2 -- 1.4 3 3 9.4 60.0 0.53 5.0 0.41 0.79 0.6 -- 4.1 3a 3a 60.0 0.50 5.0 0.41 0.79 0.6 3.8 4 4 10.6 66.0 1.51 6.0 0.45 0.82 1.62 -- 11.4 5 5 9.8 65.7 0.61 6.0 0.45 0.82 0.7 -- 4.6 6 6 9.8 66.2 0.51 5.4 0.46 0.82 0.6 -- 4.0 7 7 n/a 75.0 0.58 5.0 0.54 0.88 0.9 -- 5.0 - 8 39.9 1.31 - 0.28 0.59 - -- - 8 5,6,7,8 n/a 56.3 3.01 14.3 0.38 0.78 2.2 10.9 15.5 Bypasses Q10 = 20.8 cfs and Q100 = 46.8 cfs offsite flows coming from the west. - 9 n/a 2.0 0.56 5.0 0.06 0.63 0.1 3.4 9 2,3,3a,9 n/a 42.8 1.75 6.4 0.29 0.73 2.2 -- 19.5 10 10 n/a 38.4 0.40 5.0 0.27 0.73 0.3 -- 2.8 11 11 8.2 60.0 0.46 9.9 0.41 0.79 0.3 -- 2.8 Conveyed south to Old Town North detention pond 12 12 8.6 60.0 0.35 8.1 0.41 0.46 0.3 -- 2.3 Conveyed south to Old Town North detention pond 1) Multi-unit attached and detached recommended values used for single family densities over 6 units/acre Surface Characteristic Table and Hydrology Summary Old Town North Third Filing 8/3/2016 5:21 PM Project Title: Catchment ID: I. Catchment Hydrologic Data Catchment ID = Design Point 1 Area = 6.67 Acres Percent Imperviousness = 53.9 % NRCS Soil Type = C A, B, C, or D II. Rainfall Information I (inch/hr) = C1 * P1 /(C2 + Td)^C3 Design Storm Return Period, Tr = 2 years (input return period for design storm) C1 = 28.50 (input the value of C1) C2= 10.00 (input the value of C2) C3= 0.786 (input the value of C3) P1= 0.82 inches (input one-hr precipitation--see Sheet "Design Info") III. Analysis of Flow Time (Time of Concentration) for a Catchment Runoff Coefficient, C = 0.36 Overide Runoff Coefficient, C = (enter an overide C value if desired, or leave blank to accept calculated C.) 5-yr. Runoff Coefficient, C-5 = 0.42 Overide 5-yr. Runoff Coefficient, C = (enter an overide C-5 value if desired, or leave blank to accept calculated C-5.) Illustration NRCS Land Heavy Tillage/ Short Nearly Grassed Type Meadow Field Pasture/ Bare Swales/ Lawns Ground Waterways Conveyance 2.5 5 7 10 15 Calculations: Reach Slope Length 5-yr NRCS Flow Flow ID S L Runoff Convey- Velocity Time Coeff ance V Tf ft/ft ft C-5 fps minutes input input output input output output Overland 0.0500 10 0.42 N/A 0.07 2.29 1 0.0200 49 15.00 2.12 0.38 2 0.0043 720 15.00 0.98 12.20 3 4 5 779 Computed Tc = 14.87 Regional Tc = 14.33 User-Entered Tc = 14.33 IV. Peak Runoff Prediction Rainfall Intensity at Computed Tc, I = 1.87 inch/hr Peak Flowrate, Qp = 4.53 cfs Rainfall Intensity at Regional Tc, I = 1.90 inch/hr Peak Flowrate, Qp = 4.61 cfs Rainfall Intensity at User-Defined Tc, I = 1.90 inch/hr Peak Flowrate, Qp = 4.61 cfs (Sheet Flow) 20 Shallow Paved Swales Sum CALCULATION OF A PEAK RUNOFF USING RATIONAL METHOD Old Town North 3rd Filing Design Point 1 Paved Areas & DP1 2yr UD-Rational v1.02a.xls, Tc and PeakQ 8/5/2016, 11:53 AM Project Title: Catchment ID: I. Catchment Hydrologic Data Catchment ID = Design Point 1 Area = 6.67 Acres Percent Imperviousness = 53.9 % NRCS Soil Type = C A, B, C, or D II. Rainfall Information I (inch/hr) = C1 * P1 /(C2 + Td)^C3 Design Storm Return Period, Tr = 100 years (input return period for design storm) C1 = 28.50 (input the value of C1) C2= 10.00 (input the value of C2) C3= 0.786 (input the value of C3) P1= 2.86 inches (input one-hr precipitation--see Sheet "Design Info") III. Analysis of Flow Time (Time of Concentration) for a Catchment Runoff Coefficient, C = 0.61 Overide Runoff Coefficient, C = 0.77 (enter an overide C value if desired, or leave blank to accept calculated C.) 5-yr. Runoff Coefficient, C-5 = 0.42 Overide 5-yr. Runoff Coefficient, C = (enter an overide C-5 value if desired, or leave blank to accept calculated C-5.) Illustration NRCS Land Heavy Tillage/ Short Nearly Grassed Type Meadow Field Pasture/ Bare Swales/ Lawns Ground Waterways Conveyance 2.5 5 7 10 15 Calculations: Reach Slope Length 5-yr NRCS Flow Flow ID S L Runoff Convey- Velocity Time Coeff ance V Tf ft/ft ft C-5 fps minutes input input output input output output Overland 0.0500 10 0.42 N/A 0.07 2.29 1 0.0200 49 15.00 2.12 0.38 2 0.0043 720 15.00 0.98 12.20 3 4 5 779 Computed Tc = 14.87 Regional Tc = 14.33 User-Entered Tc = 14.33 IV. Peak Runoff Prediction Rainfall Intensity at Computed Tc, I = 6.52 inch/hr Peak Flowrate, Qp = 33.3 cfs Rainfall Intensity at Regional Tc, I = 6.63 inch/hr Peak Flowrate, Qp = 33.9 cfs Rainfall Intensity at User-Defined Tc, I = 6.63 inch/hr Peak Flowrate, Qp = 33.9 cfs Calculated values for Tc & Qp are based on overide values entered for C & C-5. (Sheet Flow) 20 Shallow Paved Swales Sum CALCULATION OF A PEAK RUNOFF USING RATIONAL METHOD Old Town North 3rd Filing Design Point 1 Paved Areas & DP1 100yr UD-Rational v1.02a.xls, Tc and PeakQ 8/5/2016, 11:54 AM Project Title: Catchment ID: I. Catchment Hydrologic Data Catchment ID = DP-2 Area = 0.16 Acres Percent Imperviousness = 75.00 % NRCS Soil Type = C A, B, C, or D II. Rainfall Information I (inch/hr) = C1 * P1 /(C2 + Td)^C3 Design Storm Return Period, Tr = 2 years (input return period for design storm) C1 = 28.50 (input the value of C1) C2= 10.00 (input the value of C2) C3= 0.786 (input the value of C3) P1= 0.82 inches (input one-hr precipitation--see Sheet "Design Info") III. Analysis of Flow Time (Time of Concentration) for a Catchment Runoff Coefficient, C = 0.54 Overide Runoff Coefficient, C = (enter an overide C value if desired, or leave blank to accept calculated C.) 5-yr. Runoff Coefficient, C-5 = 0.58 Overide 5-yr. Runoff Coefficient, C = (enter an overide C-5 value if desired, or leave blank to accept calculated C-5.) Illustration NRCS Land Heavy Tillage/ Short Nearly Grassed Type Meadow Field Pasture/ Bare Swales/ Lawns Ground Waterways Conveyance 2.5 5 7 10 15 Calculations: Reach Slope Length 5-yr NRCS Flow Flow ID S L Runoff Convey- Velocity Time Coeff ance V Tf ft/ft ft C-5 fps minutes input input output input output output Overland 0.0500 10 0.58 N/A 0.09 1.76 1 0.0200 48 15.00 2.12 0.38 2 0.0120 367 20.00 2.19 2.79 3 4 5 425 Computed Tc = 4.93 Regional Tc = 12.36 User-Entered Tc = 5.00 IV. Peak Runoff Prediction Rainfall Intensity at Computed Tc, I = 2.79 inch/hr Peak Flowrate, Qp = 0.2 cfs Rainfall Intensity at Regional Tc, I = 2.03 inch/hr Peak Flowrate, Qp = 0.2 cfs Rainfall Intensity at User-Defined Tc, I = 2.78 inch/hr Peak Flowrate, Qp = 0.2 cfs (Sheet Flow) 20 Shallow Paved Swales Sum CALCULATION OF A PEAK RUNOFF USING RATIONAL METHOD Old Town North 3rd Filing DP-2 Paved Areas & DP2-2yr UD-Rational v1.02a.xls, Tc and PeakQ 8/1/2016, 11:52 AM Project Title: Catchment ID: I. Catchment Hydrologic Data Catchment ID = DP-2 Area = 0.16 Acres Percent Imperviousness = 75.00 % NRCS Soil Type = C A, B, C, or D II. Rainfall Information I (inch/hr) = C1 * P1 /(C2 + Td)^C3 Design Storm Return Period, Tr = 100 years (input return period for design storm) C1 = 28.50 (input the value of C1) C2= 10.00 (input the value of C2) C3= 0.786 (input the value of C3) P1= 2.86 inches (input one-hr precipitation--see Sheet "Design Info") III. Analysis of Flow Time (Time of Concentration) for a Catchment Runoff Coefficient, C = 0.71 Overide Runoff Coefficient, C = 0.88 (enter an overide C value if desired, or leave blank to accept calculated C.) 5-yr. Runoff Coefficient, C-5 = 0.58 Overide 5-yr. Runoff Coefficient, C = (enter an overide C-5 value if desired, or leave blank to accept calculated C-5.) Illustration NRCS Land Heavy Tillage/ Short Nearly Grassed Type Meadow Field Pasture/ Bare Swales/ Lawns Ground Waterways Conveyance 2.5 5 7 10 15 Calculations: Reach Slope Length 5-yr NRCS Flow Flow ID S L Runoff Convey- Velocity Time Coeff ance V Tf ft/ft ft C-5 fps minutes input input output input output output Overland 0.0500 10 0.58 N/A 0.09 1.76 1 0.0200 48 15.00 2.12 0.38 2 0.0120 367 20.00 2.19 2.79 3 4 5 425 Computed Tc = 4.93 Regional Tc = 12.36 User-Entered Tc = 5.00 IV. Peak Runoff Prediction Rainfall Intensity at Computed Tc, I = 9.74 inch/hr Peak Flowrate, Qp = 1.4 cfs Rainfall Intensity at Regional Tc, I = 7.09 inch/hr Peak Flowrate, Qp = 1.0 cfs Rainfall Intensity at User-Defined Tc, I = 9.70 inch/hr Peak Flowrate, Qp = 1.4 cfs Calculated values for Tc & Qp are based on overide values entered for C & C-5. (Sheet Flow) 20 Shallow Paved Swales Sum CALCULATION OF A PEAK RUNOFF USING RATIONAL METHOD Old Town North 3rd Filing DP-2 Paved Areas & DP2-100yr UD-Rational v1.02a.xls, Tc and PeakQ 8/1/2016, 11:54 AM Project Title: Catchment ID: I. Catchment Hydrologic Data Catchment ID = DP-3 Area = 0.53 Acres Percent Imperviousness = 60.00 % NRCS Soil Type = C A, B, C, or D II. Rainfall Information I (inch/hr) = C1 * P1 /(C2 + Td)^C3 Design Storm Return Period, Tr = 2 years (input return period for design storm) C1 = 28.50 (input the value of C1) C2= 10.00 (input the value of C2) C3= 0.786 (input the value of C3) P1= 0.82 inches (input one-hr precipitation--see Sheet "Design Info") III. Analysis of Flow Time (Time of Concentration) for a Catchment Runoff Coefficient, C = 0.41 Overide Runoff Coefficient, C = (enter an overide C value if desired, or leave blank to accept calculated C.) 5-yr. Runoff Coefficient, C-5 = 0.46 Overide 5-yr. Runoff Coefficient, C = (enter an overide C-5 value if desired, or leave blank to accept calculated C-5.) Illustration NRCS Land Heavy Tillage/ Short Nearly Grassed Type Meadow Field Pasture/ Bare Swales/ Lawns Ground Waterways Conveyance 2.5 5 7 10 15 Calculations: Reach Slope Length 5-yr NRCS Flow Flow ID S L Runoff Convey- Velocity Time Coeff ance V Tf ft/ft ft C-5 fps minutes input input output input output output Overland 0.0500 10 0.46 N/A 0.08 2.16 1 0.0200 87 15.00 2.12 0.68 2 0.0153 284 20.00 2.47 1.91 3 4 5 381 Computed Tc = 4.76 Regional Tc = 12.12 User-Entered Tc = 5.00 IV. Peak Runoff Prediction Rainfall Intensity at Computed Tc, I = 2.82 inch/hr Peak Flowrate, Qp = 0.61 cfs Rainfall Intensity at Regional Tc, I = 2.05 inch/hr Peak Flowrate, Qp = 0.44 cfs Rainfall Intensity at User-Defined Tc, I = 2.78 inch/hr Peak Flowrate, Qp = 0.60 cfs (Sheet Flow) 20 Shallow Paved Swales Sum CALCULATION OF A PEAK RUNOFF USING RATIONAL METHOD Old Town North 3rd Filing DP-3 Paved Areas & DP3-2yr UD-Rational v1.02a.xls, Tc and PeakQ 8/5/2016, 12:01 PM Project Title: Catchment ID: I. Catchment Hydrologic Data Catchment ID = DP-3 Area = 0.53 Acres Percent Imperviousness = 60.00 % NRCS Soil Type = C A, B, C, or D II. Rainfall Information I (inch/hr) = C1 * P1 /(C2 + Td)^C3 Design Storm Return Period, Tr = 100 years (input return period for design storm) C1 = 28.50 (input the value of C1) C2= 10.00 (input the value of C2) C3= 0.786 (input the value of C3) P1= 2.86 inches (input one-hr precipitation--see Sheet "Design Info") III. Analysis of Flow Time (Time of Concentration) for a Catchment Runoff Coefficient, C = 0.63 Overide Runoff Coefficient, C = 0.79 (enter an overide C value if desired, or leave blank to accept calculated C.) 5-yr. Runoff Coefficient, C-5 = 0.46 Overide 5-yr. Runoff Coefficient, C = (enter an overide C-5 value if desired, or leave blank to accept calculated C-5.) Illustration NRCS Land Heavy Tillage/ Short Nearly Grassed Type Meadow Field Pasture/ Bare Swales/ Lawns Ground Waterways Conveyance 2.5 5 7 10 15 Calculations: Reach Slope Length 5-yr NRCS Flow Flow ID S L Runoff Convey- Velocity Time Coeff ance V Tf ft/ft ft C-5 fps minutes input input output input output output Overland 0.0500 10 0.46 N/A 0.08 2.16 1 0.0200 87 15.00 2.12 0.68 2 0.0153 284 20.00 2.47 1.91 3 4 5 381 Computed Tc = 4.76 Regional Tc = 12.12 User-Entered Tc = 5.00 IV. Peak Runoff Prediction Rainfall Intensity at Computed Tc, I = 9.82 inch/hr Peak Flowrate, Qp = 4.12 cfs Rainfall Intensity at Regional Tc, I = 7.15 inch/hr Peak Flowrate, Qp = 3.00 cfs Rainfall Intensity at User-Defined Tc, I = 9.70 inch/hr Peak Flowrate, Qp = 4.07 cfs Calculated values for Tc & Qp are based on overide values entered for C & C-5. (Sheet Flow) 20 Shallow Paved Swales Sum CALCULATION OF A PEAK RUNOFF USING RATIONAL METHOD Old Town North 3rd Filing DP-3 Paved Areas & DP3-100yr UD-Rational v1.02a.xls, Tc and PeakQ 8/5/2016, 12:01 PM Project Title: Catchment ID: I. Catchment Hydrologic Data Catchment ID = DP-3a Area = 0.50 Acres Percent Imperviousness = 60.00 % NRCS Soil Type = C A, B, C, or D II. Rainfall Information I (inch/hr) = C1 * P1 /(C2 + Td)^C3 Design Storm Return Period, Tr = 2 years (input return period for design storm) C1 = 28.50 (input the value of C1) C2= 10.00 (input the value of C2) C3= 0.786 (input the value of C3) P1= 0.82 inches (input one-hr precipitation--see Sheet "Design Info") III. Analysis of Flow Time (Time of Concentration) for a Catchment Runoff Coefficient, C = 0.41 Overide Runoff Coefficient, C = (enter an overide C value if desired, or leave blank to accept calculated C.) 5-yr. Runoff Coefficient, C-5 = 0.46 Overide 5-yr. Runoff Coefficient, C = (enter an overide C-5 value if desired, or leave blank to accept calculated C-5.) Illustration NRCS Land Heavy Tillage/ Short Nearly Grassed Type Meadow Field Pasture/ Bare Swales/ Lawns Ground Waterways Conveyance 2.5 5 7 10 15 Calculations: Reach Slope Length 5-yr NRCS Flow Flow ID S L Runoff Convey- Velocity Time Coeff ance V Tf ft/ft ft C-5 fps minutes input input output input output output Overland 0.0500 10 0.46 N/A 0.08 2.16 1 0.0200 46 15.00 2.12 0.36 2 0.0140 265 20.00 2.37 1.87 3 4 5 321 Computed Tc = 4.39 Regional Tc = 11.78 User-Entered Tc = 5.00 IV. Peak Runoff Prediction Rainfall Intensity at Computed Tc, I = 2.87 inch/hr Peak Flowrate, Qp = 0.6 cfs Rainfall Intensity at Regional Tc, I = 2.07 inch/hr Peak Flowrate, Qp = 0.4 cfs Rainfall Intensity at User-Defined Tc, I = 2.78 inch/hr Peak Flowrate, Qp = 0.6 cfs (Sheet Flow) 20 Shallow Paved Swales Sum CALCULATION OF A PEAK RUNOFF USING RATIONAL METHOD Old Town 3rd Filing DP-3a Paved Areas & DP-3a-2yr UD-Rational v1.02a.xls, Tc and PeakQ 8/5/2016, 12:03 PM Project Title: Catchment ID: I. Catchment Hydrologic Data Catchment ID = DP-3a Area = 0.50 Acres Percent Imperviousness = 60.00 % NRCS Soil Type = C A, B, C, or D II. Rainfall Information I (inch/hr) = C1 * P1 /(C2 + Td)^C3 Design Storm Return Period, Tr = 100 years (input return period for design storm) C1 = 28.50 (input the value of C1) C2= 10.00 (input the value of C2) C3= 0.786 (input the value of C3) P1= 2.86 inches (input one-hr precipitation--see Sheet "Design Info") III. Analysis of Flow Time (Time of Concentration) for a Catchment Runoff Coefficient, C = 0.63 Overide Runoff Coefficient, C = 0.79 (enter an overide C value if desired, or leave blank to accept calculated C.) 5-yr. Runoff Coefficient, C-5 = 0.46 Overide 5-yr. Runoff Coefficient, C = (enter an overide C-5 value if desired, or leave blank to accept calculated C-5.) Illustration NRCS Land Heavy Tillage/ Short Nearly Grassed Type Meadow Field Pasture/ Bare Swales/ Lawns Ground Waterways Conveyance 2.5 5 7 10 15 Calculations: Reach Slope Length 5-yr NRCS Flow Flow ID S L Runoff Convey- Velocity Time Coeff ance V Tf ft/ft ft C-5 fps minutes input input output input output output Overland 0.0500 10 0.46 N/A 0.08 2.16 1 0.0200 46 15.00 2.12 0.36 2 0.0140 265 20.00 2.37 1.87 3 4 5 321 Computed Tc = 4.39 Regional Tc = 11.78 User-Entered Tc = 5.00 IV. Peak Runoff Prediction Rainfall Intensity at Computed Tc, I = 10.02 inch/hr Peak Flowrate, Qp = 4.0 cfs Rainfall Intensity at Regional Tc, I = 7.24 inch/hr Peak Flowrate, Qp = 2.9 cfs Rainfall Intensity at User-Defined Tc, I = 9.70 inch/hr Peak Flowrate, Qp = 3.8 cfs Calculated values for Tc & Qp are based on overide values entered for C & C-5. (Sheet Flow) 20 Shallow Paved Swales Sum CALCULATION OF A PEAK RUNOFF USING RATIONAL METHOD Old Town 3rd Filing DP-3a Paved Areas & DP-3a-100yr UD-Rational v1.02a.xls, Tc and PeakQ 8/5/2016, 12:03 PM Project Title: Catchment ID: I. Catchment Hydrologic Data Catchment ID = Basin - 4 Area = 1.51 Acres Percent Imperviousness = 66.0 % NRCS Soil Type = C A, B, C, or D II. Rainfall Information I (inch/hr) = C1 * P1 /(C2 + Td)^C3 Design Storm Return Period, Tr = 2 years (input return period for design storm) C1 = 28.50 (input the value of C1) C2= 10.00 (input the value of C2) C3= 0.786 (input the value of C3) P1= 0.82 inches (input one-hr precipitation--see Sheet "Design Info") III. Analysis of Flow Time (Time of Concentration) for a Catchment Runoff Coefficient, C = 0.45 Overide Runoff Coefficient, C = (enter an overide C value if desired, or leave blank to accept calculated C.) 5-yr. Runoff Coefficient, C-5 = 0.49 Overide 5-yr. Runoff Coefficient, C = (enter an overide C-5 value if desired, or leave blank to accept calculated C-5.) Illustration NRCS Land Heavy Tillage/ Short Nearly Grassed Type Meadow Field Pasture/ Bare Swales/ Lawns Ground Waterways Conveyance 2.5 5 7 10 15 Calculations: Reach Slope Length 5-yr NRCS Flow Flow ID S L Runoff Convey- Velocity Time Coeff ance V Tf ft/ft ft C-5 fps minutes input input output input output output Overland 0.0500 10 0.49 N/A 0.08 2.05 1 0.0200 58 15.00 2.12 0.46 2 0.0050 473 20.00 1.41 5.57 3 4 5 541 Computed Tc = 8.08 Regional Tc = 13.01 User-Entered Tc = 8.08 IV. Peak Runoff Prediction Rainfall Intensity at Computed Tc, I = 2.40 inch/hr Peak Flowrate, Qp = 1.62 cfs Rainfall Intensity at Regional Tc, I = 1.99 inch/hr Peak Flowrate, Qp = 1.34 cfs Rainfall Intensity at User-Defined Tc, I = 2.40 inch/hr Peak Flowrate, Qp = 1.62 cfs 20 Sum CALCULATION OF A PEAK RUNOFF USING RATIONAL METHOD Old Town North 3rd Filing Basin - 4 Paved Areas & Shallow Paved Swales (Sheet Flow) Old town North - UD-Rational v1.02a.xlsm, Basin 4 2yr 8/5/2016, 12:04 PM Project Title: Catchment ID: I. Catchment Hydrologic Data Catchment ID = Basin - 4 Area = 1.51 Acres Percent Imperviousness = 66.0 % NRCS Soil Type = C A, B, C, or D II. Rainfall Information I (inch/hr) = C1 * P1 /(C2 + Td)^C3 Design Storm Return Period, Tr = 100 years (input return period for design storm) C1 = 28.50 (input the value of C1) C2= 10.00 (input the value of C2) C3= 0.786 (input the value of C3) P1= 2.86 inches (input one-hr precipitation--see Sheet "Design Info") III. Analysis of Flow Time (Time of Concentration) for a Catchment Runoff Coefficient, C = 0.66 Overide Runoff Coefficient, C = 0.82 (enter an overide C value if desired, or leave blank to accept calculated C.) 5-yr. Runoff Coefficient, C-5 = 0.50 Overide 5-yr. Runoff Coefficient, C = (enter an overide C-5 value if desired, or leave blank to accept calculated C-5.) Illustration NRCS Land Heavy Tillage/ Short Nearly Grassed Type Meadow Field Pasture/ Bare Swales/ Lawns Ground Waterways Conveyance 2.5 5 7 10 15 Calculations: Reach Slope Length 5-yr NRCS Flow Flow ID S L Runoff Convey- Velocity Time Coeff ance V Tf ft/ft ft C-5 fps minutes input input output input output output Overland 0.0500 10 0.50 N/A 0.08 2.03 1 0.0200 58 15.00 2.12 0.46 2 0.0050 473 20.00 1.41 5.57 3 4 5 541 Computed Tc = 8.06 Regional Tc = 13.01 User-Entered Tc = 6.04 IV. Peak Runoff Prediction Rainfall Intensity at Computed Tc, I = 8.38 inch/hr Peak Flowrate, Qp = 10.38 cfs Rainfall Intensity at Regional Tc, I = 6.93 inch/hr Peak Flowrate, Qp = 8.58 cfs Rainfall Intensity at User-Defined Tc, I = 9.20 inch/hr Peak Flowrate, Qp = 11.40 cfs Calculated values for Tc & Qp are based on overide values entered for C & C-5. 20 Sum CALCULATION OF A PEAK RUNOFF USING RATIONAL METHOD Old Town North 3rd Filing Basin - 4 Paved Areas & Shallow Paved Swales (Sheet Flow) Old town North - UD-Rational v1.02a.xlsm, Basin 4 100yr 8/5/2016, 12:05 PM Project Title: Catchment ID: I. Catchment Hydrologic Data Catchment ID = Basin - 5 Area = 0.61 Acres Percent Imperviousness = 65.7 % NRCS Soil Type = C A, B, C, or D II. Rainfall Information I (inch/hr) = C1 * P1 /(C2 + Td)^C3 Design Storm Return Period, Tr = 2 years (input return period for design storm) C1 = 28.50 (input the value of C1) C2= 10.00 (input the value of C2) C3= 0.786 (input the value of C3) P1= 0.82 inches (input one-hr precipitation--see Sheet "Design Info") III. Analysis of Flow Time (Time of Concentration) for a Catchment Runoff Coefficient, C = 0.45 Overide Runoff Coefficient, C = (enter an overide C value if desired, or leave blank to accept calculated C.) 5-yr. Runoff Coefficient, C-5 = 0.50 Overide 5-yr. Runoff Coefficient, C = (enter an overide C-5 value if desired, or leave blank to accept calculated C-5.) Illustration NRCS Land Heavy Tillage/ Short Nearly Grassed Type Meadow Field Pasture/ Bare Swales/ Lawns Ground Waterways Conveyance 2.5 5 7 10 15 Calculations: Reach Slope Length 5-yr NRCS Flow Flow ID S L Runoff Convey- Velocity Time Coeff ance V Tf ft/ft ft C-5 fps minutes input input output input output output Overland 0.0500 10 0.50 N/A 0.08 2.03 1 0.0200 58 15.00 2.12 0.46 2 0.0050 302 20.00 1.41 3.56 3 4 5 370 Computed Tc = 6.04 Regional Tc = 12.06 User-Entered Tc = 6.04 IV. Peak Runoff Prediction Rainfall Intensity at Computed Tc, I = 2.64 inch/hr Peak Flowrate, Qp = 0.73 cfs Rainfall Intensity at Regional Tc, I = 2.05 inch/hr Peak Flowrate, Qp = 0.57 cfs Rainfall Intensity at User-Defined Tc, I = 2.64 inch/hr Peak Flowrate, Qp = 0.73 cfs 20 Sum CALCULATION OF A PEAK RUNOFF USING RATIONAL METHOD Old Town North 3rd Filing Basin - 5 Paved Areas & Shallow Paved Swales (Sheet Flow) Old town North - UD-Rational v1.02a.xlsm, Basin 5 2yr 6/13/2016, 1:41 PM Project Title: Catchment ID: I. Catchment Hydrologic Data Catchment ID = Basin - 5 Area = 0.61 Acres Percent Imperviousness = 65.7 % NRCS Soil Type = C A, B, C, or D II. Rainfall Information I (inch/hr) = C1 * P1 /(C2 + Td)^C3 Design Storm Return Period, Tr = 100 years (input return period for design storm) C1 = 28.50 (input the value of C1) C2= 10.00 (input the value of C2) C3= 0.786 (input the value of C3) P1= 2.86 inches (input one-hr precipitation--see Sheet "Design Info") III. Analysis of Flow Time (Time of Concentration) for a Catchment Runoff Coefficient, C = 0.66 Overide Runoff Coefficient, C = 0.82 (enter an overide C value if desired, or leave blank to accept calculated C.) 5-yr. Runoff Coefficient, C-5 = 0.50 Overide 5-yr. Runoff Coefficient, C = (enter an overide C-5 value if desired, or leave blank to accept calculated C-5.) Illustration NRCS Land Heavy Tillage/ Short Nearly Grassed Type Meadow Field Pasture/ Bare Swales/ Lawns Ground Waterways Conveyance 2.5 5 7 10 15 Calculations: Reach Slope Length 5-yr NRCS Flow Flow ID S L Runoff Convey- Velocity Time Coeff ance V Tf ft/ft ft C-5 fps minutes input input output input output output Overland 0.0500 10 0.50 N/A 0.08 2.03 1 0.0200 58 15.00 2.12 0.46 2 0.0050 302 20.00 1.41 3.56 3 4 5 370 Computed Tc = 6.04 Regional Tc = 12.06 User-Entered Tc = 6.04 IV. Peak Runoff Prediction Rainfall Intensity at Computed Tc, I = 9.20 inch/hr Peak Flowrate, Qp = 4.60 cfs Rainfall Intensity at Regional Tc, I = 7.16 inch/hr Peak Flowrate, Qp = 3.58 cfs Rainfall Intensity at User-Defined Tc, I = 9.20 inch/hr Peak Flowrate, Qp = 4.60 cfs Calculated values for Tc & Qp are based on overide values entered for C & C-5. 20 Sum CALCULATION OF A PEAK RUNOFF USING RATIONAL METHOD Old Town North 3rd Filing Basin - 5 Paved Areas & Shallow Paved Swales (Sheet Flow) Old town North - UD-Rational v1.02a.xlsm, Basin 5 100yr 6/13/2016, 1:41 PM Project Title: Catchment ID: I. Catchment Hydrologic Data Catchment ID = Basin - 6 Area = 0.51 Acres Percent Imperviousness = 66.20 % NRCS Soil Type = C A, B, C, or D II. Rainfall Information I (inch/hr) = C1 * P1 /(C2 + Td)^C3 Design Storm Return Period, Tr = 2 years (input return period for design storm) C1 = 28.50 (input the value of C1) C2= 10.00 (input the value of C2) C3= 0.786 (input the value of C3) P1= 0.82 inches (input one-hr precipitation--see Sheet "Design Info") III. Analysis of Flow Time (Time of Concentration) for a Catchment Runoff Coefficient, C = 0.46 Overide Runoff Coefficient, C = (enter an overide C value if desired, or leave blank to accept calculated C.) 5-yr. Runoff Coefficient, C-5 = 0.50 Overide 5-yr. Runoff Coefficient, C = (enter an overide C-5 value if desired, or leave blank to accept calculated C-5.) Illustration NRCS Land Heavy Tillage/ Short Nearly Grassed Type Meadow Field Pasture/ Bare Swales/ Lawns Ground Waterways Conveyance 2.5 5 7 10 15 Calculations: Reach Slope Length 5-yr NRCS Flow Flow ID S L Runoff Convey- Velocity Time Coeff ance V Tf ft/ft ft C-5 fps minutes input input output input output output Overland 0.0500 10 0.50 N/A 0.08 2.01 1 0.0200 58 15.00 2.12 0.46 2 0.0050 245 20.00 1.41 2.89 3 4 5 313 Computed Tc = 5.35 Regional Tc = 11.74 User-Entered Tc = 5.35 IV. Peak Runoff Prediction Rainfall Intensity at Computed Tc, I = 2.73 inch/hr Peak Flowrate, Qp = 0.64 cfs Rainfall Intensity at Regional Tc, I = 2.08 inch/hr Peak Flowrate, Qp = 0.48 cfs Rainfall Intensity at User-Defined Tc, I = 2.73 inch/hr Peak Flowrate, Qp = 0.64 cfs 20 Sum CALCULATION OF A PEAK RUNOFF USING RATIONAL METHOD Old Town North 3rd Filing Basin - 6 Paved Areas & Shallow Paved Swales (Sheet Flow) Old town North - UD-Rational v1.02a.xlsm, Basin 6 2yr 6/13/2016, 1:41 PM Project Title: Catchment ID: I. Catchment Hydrologic Data Catchment ID = Basin - 6 Area = 0.51 Acres Percent Imperviousness = 66.20 % NRCS Soil Type = C A, B, C, or D II. Rainfall Information I (inch/hr) = C1 * P1 /(C2 + Td)^C3 Design Storm Return Period, Tr = 100 years (input return period for design storm) C1 = 28.50 (input the value of C1) C2= 10.00 (input the value of C2) C3= 0.786 (input the value of C3) P1= 2.86 inches (input one-hr precipitation--see Sheet "Design Info") III. Analysis of Flow Time (Time of Concentration) for a Catchment Runoff Coefficient, C = 0.66 Overide Runoff Coefficient, C = 0.82 (enter an overide C value if desired, or leave blank to accept calculated C.) 5-yr. Runoff Coefficient, C-5 = 0.50 Overide 5-yr. Runoff Coefficient, C = (enter an overide C-5 value if desired, or leave blank to accept calculated C-5.) Illustration NRCS Land Heavy Tillage/ Short Nearly Grassed Type Meadow Field Pasture/ Bare Swales/ Lawns Ground Waterways Conveyance 2.5 5 7 10 15 Calculations: Reach Slope Length 5-yr NRCS Flow Flow ID S L Runoff Convey- Velocity Time Coeff ance V Tf ft/ft ft C-5 fps minutes input input output input output output Overland 0.0500 10 0.50 N/A 0.08 2.01 1 0.0200 58 15.00 2.12 0.46 2 0.0050 245 20.00 1.41 2.89 3 4 5 313 Computed Tc = 5.35 Regional Tc = 11.74 User-Entered Tc = 5.35 IV. Peak Runoff Prediction Rainfall Intensity at Computed Tc, I = 9.53 inch/hr Peak Flowrate, Qp = 4.00 cfs Rainfall Intensity at Regional Tc, I = 7.25 inch/hr Peak Flowrate, Qp = 3.04 cfs Rainfall Intensity at User-Defined Tc, I = 9.53 inch/hr Peak Flowrate, Qp = 4.00 cfs Calculated values for Tc & Qp are based on overide values entered for C & C-5. (Sheet Flow) 20 Shallow Paved Swales Sum CALCULATION OF A PEAK RUNOFF USING RATIONAL METHOD Old Town North 3rd Filing Basin - 6 Paved Areas & Old town North - UD-Rational v1.02a.xlsm, Basin 6 100yr 6/13/2016, 1:41 PM Project Title: Catchment ID: I. Catchment Hydrologic Data Catchment ID = Basin - 7 Area = 0.58 Acres Percent Imperviousness = 75.0 % NRCS Soil Type = C A, B, C, or D II. Rainfall Information I (inch/hr) = C1 * P1 /(C2 + Td)^C3 Design Storm Return Period, Tr = 2 years (input return period for design storm) C1 = 28.50 (input the value of C1) C2= 10.00 (input the value of C2) C3= 0.786 (input the value of C3) P1= 0.82 inches (input one-hr precipitation--see Sheet "Design Info") III. Analysis of Flow Time (Time of Concentration) for a Catchment Runoff Coefficient, C = 0.54 Overide Runoff Coefficient, C = (enter an overide C value if desired, or leave blank to accept calculated C.) 5-yr. Runoff Coefficient, C-5 = 0.58 Overide 5-yr. Runoff Coefficient, C = (enter an overide C-5 value if desired, or leave blank to accept calculated C-5.) Illustration NRCS Land Heavy Tillage/ Short Nearly Grassed Type Meadow Field Pasture/ Bare Swales/ Lawns Ground Waterways Conveyance 2.5 5 7 10 15 Calculations: Reach Slope Length 5-yr NRCS Flow Flow ID S L Runoff Convey- Velocity Time Coeff ance V Tf ft/ft ft C-5 fps minutes input input output input output output Overland 0.0500 10 0.58 N/A 0.09 1.76 1 0.0200 285 15.00 2.12 2.24 2 3 4 5 295 Computed Tc = 4.00 Regional Tc = 11.64 User-Entered Tc = 5.00 IV. Peak Runoff Prediction Rainfall Intensity at Computed Tc, I = 2.94 inch/hr Peak Flowrate, Qp = 0.92 cfs Rainfall Intensity at Regional Tc, I = 2.09 inch/hr Peak Flowrate, Qp = 0.65 cfs Rainfall Intensity at User-Defined Tc, I = 2.78 inch/hr Peak Flowrate, Qp = 0.87 cfs Calculated values for Tc & Qp are based on overide values entered for C & C-5. 20 Sum CALCULATION OF A PEAK RUNOFF USING RATIONAL METHOD Old Town North 3rd Filing Basin - 7 Paved Areas & Shallow Paved Swales (Sheet Flow) Old town North - UD-Rational v1.02a.xlsm, Basin 7 2 yr 6/13/2016, 1:41 PM Project Title: Catchment ID: I. Catchment Hydrologic Data Catchment ID = Basin - 7 Area = 0.58 Acres Percent Imperviousness = 75.0 % NRCS Soil Type = C A, B, C, or D II. Rainfall Information I (inch/hr) = C1 * P1 /(C2 + Td)^C3 Design Storm Return Period, Tr = 100 years (input return period for design storm) C1 = 28.50 (input the value of C1) C2= 10.00 (input the value of C2) C3= 0.786 (input the value of C3) P1= 2.86 inches (input one-hr precipitation--see Sheet "Design Info") III. Analysis of Flow Time (Time of Concentration) for a Catchment Runoff Coefficient, C = 0.71 Overide Runoff Coefficient, C = 0.88 (enter an overide C value if desired, or leave blank to accept calculated C.) 5-yr. Runoff Coefficient, C-5 = 0.58 Overide 5-yr. Runoff Coefficient, C = (enter an overide C-5 value if desired, or leave blank to accept calculated C-5.) Illustration NRCS Land Heavy Tillage/ Short Nearly Grassed Type Meadow Field Pasture/ Bare Swales/ Lawns Ground Waterways Conveyance 2.5 5 7 10 15 Calculations: Reach Slope Length 5-yr NRCS Flow Flow ID S L Runoff Convey- Velocity Time Coeff ance V Tf ft/ft ft C-5 fps minutes input input output input output output Overland 0.0500 10 0.58 N/A 0.09 1.76 1 0.0200 285 15.00 2.12 2.24 2 3 4 5 295 Computed Tc = 4.00 Regional Tc = 11.64 User-Entered Tc = 5.00 IV. Peak Runoff Prediction Rainfall Intensity at Computed Tc, I = 10.24 inch/hr Peak Flowrate, Qp = 5.26 cfs Rainfall Intensity at Regional Tc, I = 7.27 inch/hr Peak Flowrate, Qp = 3.73 cfs Rainfall Intensity at User-Defined Tc, I = 9.70 inch/hr Peak Flowrate, Qp = 4.98 cfs Calculated values for Tc & Qp are based on overide values entered for C & C-5. 20 Sum CALCULATION OF A PEAK RUNOFF USING RATIONAL METHOD Old Town North 3rd Filing Basin - 7 Paved Areas & Shallow Paved Swales (Sheet Flow) Old town North - UD-Rational v1.02a.xlsm, Basin 7 100 yr 6/13/2016, 1:41 PM Project Title: Catchment ID: I. Catchment Hydrologic Data Catchment ID = Basin - 8 Area = 3.01 Acres Percent Imperviousness = 56.3 % NRCS Soil Type = C A, B, C, or D II. Rainfall Information I (inch/hr) = C1 * P1 /(C2 + Td)^C3 Design Storm Return Period, Tr = 2 years (input return period for design storm) C1 = 28.50 (input the value of C1) C2= 10.00 (input the value of C2) C3= 0.786 (input the value of C3) P1= 0.82 inches (input one-hr precipitation--see Sheet "Design Info") III. Analysis of Flow Time (Time of Concentration) for a Catchment Runoff Coefficient, C = 0.38 Overide Runoff Coefficient, C = (enter an overide C value if desired, or leave blank to accept calculated C.) 5-yr. Runoff Coefficient, C-5 = 0.43 Overide 5-yr. Runoff Coefficient, C = (enter an overide C-5 value if desired, or leave blank to accept calculated C-5.) Illustration NRCS Land Heavy Tillage/ Short Nearly Grassed Type Meadow Field Pasture/ Bare Swales/ Lawns Ground Waterways Conveyance 2.5 5 7 10 15 Calculations: Reach Slope Length 5-yr NRCS Flow Flow ID S L Runoff Convey- Velocity Time Coeff ance V Tf ft/ft ft C-5 fps minutes input input output input output output Overland 0.0500 10 0.43 N/A 0.07 2.24 1 0.0200 49 15.00 2.12 0.38 2 0.0043 720 15.00 0.98 12.20 3 4 5 779 Computed Tc = 14.82 Regional Tc = 14.33 User-Entered Tc = 14.33 IV. Peak Runoff Prediction Rainfall Intensity at Computed Tc, I = 1.87 inch/hr Peak Flowrate, Qp = 2.14 cfs Rainfall Intensity at Regional Tc, I = 1.90 inch/hr Peak Flowrate, Qp = 2.18 cfs Rainfall Intensity at User-Defined Tc, I = 1.90 inch/hr Peak Flowrate, Qp = 2.18 cfs 20 Sum CALCULATION OF A PEAK RUNOFF USING RATIONAL METHOD Old Town North 3rd Filing Basin - 8 Paved Areas & Shallow Paved Swales (Sheet Flow) Old town North - UD-Rational v1.02a.xlsm, Basin 8 2yr 6/13/2016, 1:41 PM Project Title: Catchment ID: I. Catchment Hydrologic Data Catchment ID = Basin - 8 Area = 3.01 Acres Percent Imperviousness = 56.3 % NRCS Soil Type = C A, B, C, or D II. Rainfall Information I (inch/hr) = C1 * P1 /(C2 + Td)^C3 Design Storm Return Period, Tr = 100 years (input return period for design storm) C1 = 28.50 (input the value of C1) C2= 10.00 (input the value of C2) C3= 0.786 (input the value of C3) P1= 2.86 inches (input one-hr precipitation--see Sheet "Design Info") III. Analysis of Flow Time (Time of Concentration) for a Catchment Runoff Coefficient, C = 0.62 Overide Runoff Coefficient, C = 0.78 (enter an overide C value if desired, or leave blank to accept calculated C.) 5-yr. Runoff Coefficient, C-5 = 0.43 Overide 5-yr. Runoff Coefficient, C = (enter an overide C-5 value if desired, or leave blank to accept calculated C-5.) Illustration NRCS Land Heavy Tillage/ Short Nearly Grassed Type Meadow Field Pasture/ Bare Swales/ Lawns Ground Waterways Conveyance 2.5 5 7 10 15 Calculations: Reach Slope Length 5-yr NRCS Flow Flow ID S L Runoff Convey- Velocity Time Coeff ance V Tf ft/ft ft C-5 fps minutes input input output input output output Overland 0.0500 10 0.43 N/A 0.07 2.24 1 0.0200 49 15.00 2.12 0.38 2 0.0043 720 15.00 0.98 12.20 3 4 5 779 Computed Tc = 14.82 Regional Tc = 14.33 User-Entered Tc = 14.33 IV. Peak Runoff Prediction Rainfall Intensity at Computed Tc, I = 6.53 inch/hr Peak Flowrate, Qp = 15.24 cfs Rainfall Intensity at Regional Tc, I = 6.63 inch/hr Peak Flowrate, Qp = 15.48 cfs Rainfall Intensity at User-Defined Tc, I = 6.63 inch/hr Peak Flowrate, Qp = 15.48 cfs Calculated values for Tc & Qp are based on overide values entered for C & C-5. 20 Sum CALCULATION OF A PEAK RUNOFF USING RATIONAL METHOD Old Town North 3rd Filing Basin - 8 Paved Areas & Shallow Paved Swales (Sheet Flow) Old town North - UD-Rational v1.02a.xlsm, Basin 8 100yr 6/13/2016, 1:41 PM Project Title: Catchment ID: I. Catchment Hydrologic Data Catchment ID = DP-9 Area = 2.94 Acres Percent Imperviousness = 42.8 % NRCS Soil Type = C A, B, C, or D II. Rainfall Information I (inch/hr) = C1 * P1 /(C2 + Td)^C3 Design Storm Return Period, Tr = 2 years (input return period for design storm) C1 = 28.50 (input the value of C1) C2= 10.00 (input the value of C2) C3= 0.786 (input the value of C3) P1= 0.82 inches (input one-hr precipitation--see Sheet "Design Info") III. Analysis of Flow Time (Time of Concentration) for a Catchment Runoff Coefficient, C = 0.29 Overide Runoff Coefficient, C = (enter an overide C value if desired, or leave blank to accept calculated C.) 5-yr. Runoff Coefficient, C-5 = 0.36 Overide 5-yr. Runoff Coefficient, C = (enter an overide C-5 value if desired, or leave blank to accept calculated C-5.) Illustration NRCS Land Heavy Tillage/ Short Nearly Grassed Type Meadow Field Pasture/ Bare Swales/ Lawns Ground Waterways Conveyance 2.5 5 7 10 15 Calculations: Reach Slope Length 5-yr NRCS Flow Flow ID S L Runoff Convey- Velocity Time Coeff ance V Tf ft/ft ft C-5 fps minutes input input output input output output Overland 0.0500 10 0.36 N/A 0.07 2.48 1 0.0200 46 15.00 2.12 0.36 2 0.0140 265 20.00 2.37 1.87 3 0.0080 180 20.00 1.79 1.68 4 5 501 Computed Tc = 6.38 Regional Tc = 12.78 User-Entered Tc = 6.38 IV. Peak Runoff Prediction Rainfall Intensity at Computed Tc, I = 2.60 inch/hr Peak Flowrate, Qp = 2.25 cfs Rainfall Intensity at Regional Tc, I = 2.00 inch/hr Peak Flowrate, Qp = 1.73 cfs Rainfall Intensity at User-Defined Tc, I = 2.60 inch/hr Peak Flowrate, Qp = 2.25 cfs (Sheet Flow) 20 Shallow Paved Swales Sum CALCULATION OF A PEAK RUNOFF USING RATIONAL METHOD Old Town North 3rd Filing DP-9 Paved Areas & DP9-2yr UD-Rational v1.02a.xls, Tc and PeakQ 8/1/2016, 12:55 PM Project Title: Catchment ID: I. Catchment Hydrologic Data Catchment ID = DP-9 Area = 2.94 Acres Percent Imperviousness = 42.8 % NRCS Soil Type = C A, B, C, or D II. Rainfall Information I (inch/hr) = C1 * P1 /(C2 + Td)^C3 Design Storm Return Period, Tr = 100 years (input return period for design storm) C1 = 28.50 (input the value of C1) C2= 10.00 (input the value of C2) C3= 0.786 (input the value of C3) P1= 2.86 inches (input one-hr precipitation--see Sheet "Design Info") III. Analysis of Flow Time (Time of Concentration) for a Catchment Runoff Coefficient, C = 0.59 Overide Runoff Coefficient, C = 0.73 (enter an overide C value if desired, or leave blank to accept calculated C.) 5-yr. Runoff Coefficient, C-5 = 0.36 Overide 5-yr. Runoff Coefficient, C = (enter an overide C-5 value if desired, or leave blank to accept calculated C-5.) Illustration NRCS Land Heavy Tillage/ Short Nearly Grassed Type Meadow Field Pasture/ Bare Swales/ Lawns Ground Waterways Conveyance 2.5 5 7 10 15 Calculations: Reach Slope Length 5-yr NRCS Flow Flow ID S L Runoff Convey- Velocity Time Coeff ance V Tf ft/ft ft C-5 fps minutes input input output input output output Overland 0.0500 10 0.36 N/A 0.07 2.48 1 0.0200 46 15.00 2.12 0.36 2 0.0140 265 20.00 2.37 1.87 3 0.0080 180 20.00 1.79 1.68 4 5 501 Computed Tc = 6.38 Regional Tc = 12.78 User-Entered Tc = 6.38 IV. Peak Runoff Prediction Rainfall Intensity at Computed Tc, I = 9.05 inch/hr Peak Flowrate, Qp = 19.55 cfs Rainfall Intensity at Regional Tc, I = 6.99 inch/hr Peak Flowrate, Qp = 15.08 cfs Rainfall Intensity at User-Defined Tc, I = 9.05 inch/hr Peak Flowrate, Qp = 19.55 cfs Calculated values for Tc & Qp are based on overide values entered for C & C-5. (Sheet Flow) 20 Shallow Paved Swales Sum CALCULATION OF A PEAK RUNOFF USING RATIONAL METHOD Old Town North 3rd Filing DP-9 Paved Areas & DP9-100yr UD-Rational v1.02a.xls, Tc and PeakQ 8/1/2016, 12:56 PM Project Title: Catchment ID: I. Catchment Hydrologic Data Catchment ID = Basin - 10 Area = 0.40 Acres Percent Imperviousness = 38.4 % NRCS Soil Type = C A, B, C, or D II. Rainfall Information I (inch/hr) = C1 * P1 /(C2 + Td)^C3 Design Storm Return Period, Tr = 2 years (input return period for design storm) C1 = 28.50 (input the value of C1) C2= 10.00 (input the value of C2) C3= 0.786 (input the value of C3) P1= 0.82 inches (input one-hr precipitation--see Sheet "Design Info") III. Analysis of Flow Time (Time of Concentration) for a Catchment Runoff Coefficient, C = 0.27 Overide Runoff Coefficient, C = (enter an overide C value if desired, or leave blank to accept calculated C.) 5-yr. Runoff Coefficient, C-5 = 0.34 Overide 5-yr. Runoff Coefficient, C = (enter an overide C-5 value if desired, or leave blank to accept calculated C-5.) Illustration NRCS Land Heavy Tillage/ Short Nearly Grassed Type Meadow Field Pasture/ Bare Swales/ Lawns Ground Waterways Conveyance 2.5 5 7 10 15 Calculations: Reach Slope Length 5-yr NRCS Flow Flow ID S L Runoff Convey- Velocity Time Coeff ance V Tf ft/ft ft C-5 fps minutes input input output input output output Overland 0.0500 10 0.34 N/A 0.07 2.55 1 0.0200 85 15.00 2.12 0.67 2 3 4 5 95 Computed Tc = 3.21 Regional Tc = 10.53 User-Entered Tc = 5.00 IV. Peak Runoff Prediction Rainfall Intensity at Computed Tc, I = 3.07 inch/hr Peak Flowrate, Qp = 0.33 cfs Rainfall Intensity at Regional Tc, I = 2.17 inch/hr Peak Flowrate, Qp = 0.23 cfs Rainfall Intensity at User-Defined Tc, I = 2.78 inch/hr Peak Flowrate, Qp = 0.30 cfs 20 Sum CALCULATION OF A PEAK RUNOFF USING RATIONAL METHOD Old Town North 3rd Filing Basin - 10 Paved Areas & Shallow Paved Swales (Sheet Flow) Old town North - UD-Rational v1.02a.xlsm, Basin 10 2yr 6/13/2016, 1:41 PM Project Title: Catchment ID: I. Catchment Hydrologic Data Catchment ID = Basin - 10 Area = 0.40 Acres Percent Imperviousness = 38.4 % NRCS Soil Type = C A, B, C, or D II. Rainfall Information I (inch/hr) = C1 * P1 /(C2 + Td)^C3 Design Storm Return Period, Tr = 100 years (input return period for design storm) C1 = 28.50 (input the value of C1) C2= 10.00 (input the value of C2) C3= 0.786 (input the value of C3) P1= 2.86 inches (input one-hr precipitation--see Sheet "Design Info") III. Analysis of Flow Time (Time of Concentration) for a Catchment Runoff Coefficient, C = 0.58 Overide Runoff Coefficient, C = 0.73 (enter an overide C value if desired, or leave blank to accept calculated C.) 5-yr. Runoff Coefficient, C-5 = 0.34 Overide 5-yr. Runoff Coefficient, C = (enter an overide C-5 value if desired, or leave blank to accept calculated C-5.) Illustration NRCS Land Heavy Tillage/ Short Nearly Grassed Type Meadow Field Pasture/ Bare Swales/ Lawns Ground Waterways Conveyance 2.5 5 7 10 15 Calculations: Reach Slope Length 5-yr NRCS Flow Flow ID S L Runoff Convey- Velocity Time Coeff ance V Tf ft/ft ft C-5 fps minutes input input output input output output Overland 0.0500 10 0.34 N/A 0.07 2.55 1 0.0200 85 15.00 2.12 0.67 2 3 4 5 95 Computed Tc = 3.21 Regional Tc = 10.53 User-Entered Tc = 5.00 IV. Peak Runoff Prediction Rainfall Intensity at Computed Tc, I = 10.72 inch/hr Peak Flowrate, Qp = 3.11 cfs Rainfall Intensity at Regional Tc, I = 7.58 inch/hr Peak Flowrate, Qp = 2.20 cfs Rainfall Intensity at User-Defined Tc, I = 9.70 inch/hr Peak Flowrate, Qp = 2.81 cfs Calculated values for Tc & Qp are based on overide values entered for C & C-5. 20 Sum CALCULATION OF A PEAK RUNOFF USING RATIONAL METHOD Old Town North 3rd Filing Basin - 10 Paved Areas & Shallow Paved Swales (Sheet Flow) Old town North - UD-Rational v1.02a.xlsm, Basin 10 100 yr 6/13/2016, 1:41 PM Hydrologic Soil Group: Street Capacities / Inlets Storm Sewer Project: Inlet ID: Gutter Geometry (Enter data in the blue cells) Maximum Allowable Width for Spread Behind Curb TBACK = 10.0 ft Side Slope Behind Curb (leave blank for no conveyance credit behind curb) SBACK = 0.020 ft/ft Manning's Roughness Behind Curb (typically between 0.012 and 0.020) nBACK = 0.020 Height of Curb at Gutter Flow Line HCURB = 6.00 inches Distance from Curb Face to Street Crown TCROWN = 12.5 ft Gutter Width W = 2.00 ft Street Transverse Slope SX = 0.020 ft/ft Gutter Cross Slope (typically 2 inches over 24 inches or 0.083 ft/ft) SW = 0.083 ft/ft Street Longitudinal Slope - Enter 0 for sump condition SO = 0.015 ft/ft Manning's Roughness for Street Section (typically between 0.012 and 0.020) nSTREET = 0.016 Minor Storm Major Storm Max. Allowable Spread for Minor & Major Storm TMAX = 12.5 12.5 ft Max. Allowable Depth at Gutter Flowline for Minor & Major Storm dMAX = 6.0 6.2 inches Allow Flow Depth at Street Crown (leave blank for no) check = yes MINOR STORM Allowable Capacity is based on Spread Criterion Minor Storm Major Storm MAJOR STORM Allowable Capacity is based on Spread Criterion Qallow = 6.4 6.4 cfs Minor storm max. allowable capacity GOOD - greater than the design flow given on sheet 'Inlet Management' ALLOWABLE CAPACITY FOR ONE-HALF OF STREET (Minor & Major Storm) (Based on Regulated Criteria for Maximum Allowable Flow Depth and Spread) Old Town North 3rd Filing Design Point 2 Major storm max. allowable capacity GOOD - greater than the design flow given on sheet 'Inlet Management' Old Town North - UD-Inlet_v4.03.xlsm, Design Point 2 8/1/2016, 11:56 AM Design Information (Input) MINOR MAJOR Type of Inlet Type = Local Depression (additional to continuous gutter depression 'a') aLOCAL = 2.0 2.0 inches Total Number of Units in the Inlet (Grate or Curb Opening) No = 3 3 Length of a Single Unit Inlet (Grate or Curb Opening) Lo = 3.00 3.00 ft Width of a Unit Grate (cannot be greater than W, Gutter Width) Wo = 1.73 1.73 ft Clogging Factor for a Single Unit Grate (typical min. value = 0.5) Cf-G = 0.50 0.50 Clogging Factor for a Single Unit Curb Opening (typical min. value = 0.1) Cf-C = 0.10 0.10 Street Hydraulics: OK - Q < Allowable Street Capacity' MINOR MAJOR Total Inlet Interception Capacity Q = 0.2 1.5 cfs Total Inlet Carry-Over Flow (flow bypassing inlet) Qb = 0.0 0.0 cfs Capture Percentage = Qa/Qo = C% = 100 100 % INLET ON A CONTINUOUS GRADE DenverCombination No. 16 Combination Denver No. 16 Old Town North - UD-Inlet_v4.03.xlsm, Design Point 2 8/1/2016, 11:56 AM Project: Inlet ID: Gutter Geometry (Enter data in the blue cells) Maximum Allowable Width for Spread Behind Curb TBACK = 10.0 ft Side Slope Behind Curb (leave blank for no conveyance credit behind curb) SBACK = 0.020 ft/ft Manning's Roughness Behind Curb (typically between 0.012 and 0.020) nBACK = 0.020 Height of Curb at Gutter Flow Line HCURB = 6.00 inches Distance from Curb Face to Street Crown TCROWN = 12.5 ft Gutter Width W = 2.00 ft Street Transverse Slope SX = 0.020 ft/ft Gutter Cross Slope (typically 2 inches over 24 inches or 0.083 ft/ft) SW = 0.083 ft/ft Street Longitudinal Slope - Enter 0 for sump condition SO = 0.015 ft/ft Manning's Roughness for Street Section (typically between 0.012 and 0.020) nSTREET = 0.016 Minor Storm Major Storm Max. Allowable Spread for Minor & Major Storm TMAX = 12.5 12.5 ft Max. Allowable Depth at Gutter Flowline for Minor & Major Storm dMAX = 6.0 6.2 inches Allow Flow Depth at Street Crown (leave blank for no) check = yes MINOR STORM Allowable Capacity is based on Spread Criterion Minor Storm Major Storm MAJOR STORM Allowable Capacity is based on Spread Criterion Qallow = 6.4 6.4 cfs Minor storm max. allowable capacity GOOD - greater than the design flow given on sheet 'Inlet Management' ALLOWABLE CAPACITY FOR ONE-HALF OF STREET (Minor & Major Storm) (Based on Regulated Criteria for Maximum Allowable Flow Depth and Spread) Old Town North 3rd Filing DP-3 Major storm max. allowable capacity GOOD - greater than the design flow given on sheet 'Inlet Management' Old Town North - UD-Inlet_v4.03.xlsm, DP-3 8/5/2016, 2:22 PM Design Information (Input) MINOR MAJOR Type of Inlet Type = Local Depression (additional to continuous gutter depression 'a') aLOCAL = 2.0 2.0 inches Total Number of Units in the Inlet (Grate or Curb Opening) No = 3 3 Length of a Single Unit Inlet (Grate or Curb Opening) Lo = 3.00 3.00 ft Width of a Unit Grate (cannot be greater than W, Gutter Width) Wo = 1.73 1.73 ft Clogging Factor for a Single Unit Grate (typical min. value = 0.5) Cf-G = 0.50 0.50 Clogging Factor for a Single Unit Curb Opening (typical min. value = 0.1) Cf-C = 0.10 0.10 Street Hydraulics: OK - Q < Allowable Street Capacity' MINOR MAJOR Total Inlet Interception Capacity Q = 0.7 3.5 cfs Total Inlet Carry-Over Flow (flow bypassing inlet) Qb = 0.0 0.5 cfs Capture Percentage = Qa/Qo = C% = 100 87 % INLET ON A CONTINUOUS GRADE DenverCombination No. 16 Combination Denver No. 16 Old Town North - UD-Inlet_v4.03.xlsm, DP-3 8/5/2016, 2:22 PM Project: Inlet ID: Gutter Geometry (Enter data in the blue cells) Maximum Allowable Width for Spread Behind Curb TBACK = 10.0 ft Side Slope Behind Curb (leave blank for no conveyance credit behind curb) SBACK = 0.020 ft/ft Manning's Roughness Behind Curb (typically between 0.012 and 0.020) nBACK = 0.020 Height of Curb at Gutter Flow Line HCURB = 6.00 inches Distance from Curb Face to Street Crown TCROWN = 12.5 ft Gutter Width W = 2.00 ft Street Transverse Slope SX = 0.020 ft/ft Gutter Cross Slope (typically 2 inches over 24 inches or 0.083 ft/ft) SW = 0.083 ft/ft Street Longitudinal Slope - Enter 0 for sump condition SO = 0.015 ft/ft Manning's Roughness for Street Section (typically between 0.012 and 0.020) nSTREET = 0.016 Minor Storm Major Storm Max. Allowable Spread for Minor & Major Storm TMAX = 12.5 12.5 ft Max. Allowable Depth at Gutter Flowline for Minor & Major Storm dMAX = 6.0 6.2 inches Allow Flow Depth at Street Crown (leave blank for no) check = yes MINOR STORM Allowable Capacity is based on Spread Criterion Minor Storm Major Storm MAJOR STORM Allowable Capacity is based on Spread Criterion Qallow = 6.4 6.4 cfs Major storm max. allowable capacity GOOD - greater than the design flow given on sheet 'Inlet Management' Minor storm max. allowable capacity GOOD - greater than the design flow given on sheet 'Inlet Management' ALLOWABLE CAPACITY FOR ONE-HALF OF STREET (Minor & Major Storm) (Based on Regulated Criteria for Maximum Allowable Flow Depth and Spread) Old Town North 3rd Filing DP-3a Old Town North - UD-Inlet_v4.03.xlsm, DP-3a 8/2/2016, 9:18 AM Design Information (Input) MINOR MAJOR Type of Inlet Type = Local Depression (additional to continuous gutter depression 'a') aLOCAL = 2.0 2.0 inches Total Number of Units in the Inlet (Grate or Curb Opening) No = 4 4 Length of a Single Unit Inlet (Grate or Curb Opening) Lo = 3.00 3.00 ft Width of a Unit Grate (cannot be greater than W, Gutter Width) Wo = 1.73 1.73 ft Clogging Factor for a Single Unit Grate (typical min. value = 0.5) Cf-G = 0.50 0.50 Clogging Factor for a Single Unit Curb Opening (typical min. value = 0.1) Cf-C = 0.10 0.10 Street Hydraulics: OK - Q < Allowable Street Capacity' MINOR MAJOR Total Inlet Interception Capacity Q = 0.7 4.4 cfs Total Inlet Carry-Over Flow (flow bypassing inlet) Qb = 0.0 0.0 cfs Capture Percentage = Qa/Qo = C% = 100 100 % INLET ON A CONTINUOUS GRADE DenverCombination No. 16 Combination Denver No. 16 Old Town North - UD-Inlet_v4.03.xlsm, DP-3a 8/2/2016, 9:18 AM Project: Inlet ID: Gutter Geometry (Enter data in the blue cells) Maximum Allowable Width for Spread Behind Curb TBACK = 10.0 ft Side Slope Behind Curb (leave blank for no conveyance credit behind curb) SBACK = 0.020 ft/ft Manning's Roughness Behind Curb (typically between 0.012 and 0.020) nBACK = 0.020 Height of Curb at Gutter Flow Line HCURB = 6.00 inches Distance from Curb Face to Street Crown TCROWN = 70.0 ft Gutter Width W = 2.00 ft Street Transverse Slope SX = 0.005 ft/ft Gutter Cross Slope (typically 2 inches over 24 inches or 0.083 ft/ft) SW = 0.083 ft/ft Street Longitudinal Slope - Enter 0 for sump condition SO = 0.000 ft/ft Manning's Roughness for Street Section (typically between 0.012 and 0.020) nSTREET = 0.016 Minor Storm Major Storm Max. Allowable Spread for Minor & Major Storm TMAX = 70.0 70.0 ft Max. Allowable Depth at Gutter Flowline for Minor & Major Storm dMAX = 6.0 12.0 inches Allow Flow Depth at Street Crown (leave blank for no) check = yes MINOR STORM Allowable Capacity is based on Depth Criterion Minor Storm Major Storm MAJOR STORM Allowable Capacity is based on Depth Criterion Qallow = SUMP SUMP cfs ALLOWABLE CAPACITY FOR ONE-HALF OF STREET (Minor & Major Storm) (Based on Regulated Criteria for Maximum Allowable Flow Depth and Spread) Old Town North 3rd Filing DP-4 Old Town North - UD-Inlet_v4.03.xlsm, DP-4 8/4/2016, 10:44 AM Design Information (Input) MINOR MAJOR Type of Inlet Type = Local Depression (additional to continuous gutter depression 'a' from 'Q-Allow') alocal = 2.00 2.00 inches Number of Unit Inlets (Grate or Curb Opening) No = 6 6 Water Depth at Flowline (outside of local depression) Ponding Depth = 6.0 6.1 inches Grate Information MINOR MAJOR Length of a Unit Grate Lo (G) = 3.00 3.00 feet Width of a Unit Grate Wo = 1.73 1.73 feet Area Opening Ratio for a Grate (typical values 0.15-0.90) Aratio = 0.43 0.43 Clogging Factor for a Single Grate (typical value 0.50 - 0.70) Cf (G) = 0.50 0.50 Grate Weir Coefficient (typical value 2.15 - 3.60) Cw (G) = 3.30 3.30 Grate Orifice Coefficient (typical value 0.60 - 0.80) Co (G) = 0.60 0.60 Curb Opening Information MINOR MAJOR Length of a Unit Curb Opening Lo (C) = 3.00 3.00 feet Height of Vertical Curb Opening in Inches Hvert = 6.50 6.50 inches Height of Curb Orifice Throat in Inches Hthroat = 5.25 5.25 inches Angle of Throat (see USDCM Figure ST-5) Theta = 0.00 0.00 degrees Side Width for Depression Pan (typically the gutter width of 2 feet) Wp = 2.00 2.00 feet Clogging Factor for a Single Curb Opening (typical value 0.10) Cf (C) = 0.10 0.10 Curb Opening Weir Coefficient (typical value 2.3-3.7) Cw (C) = 3.70 3.70 Curb Opening Orifice Coefficient (typical value 0.60 - 0.70) Co (C) = 0.66 0.66 Low Head Performance Reduction (Calculated) MINOR MAJOR Depth for Grate Midwidth dGrate = 0.523 0.529 ft Depth for Curb Opening Weir Equation dCurb = 0.33 0.34 ft Combination Inlet Performance Reduction Factor for Long Inlets RFCombination = 0.57 0.57 Curb Opening Performance Reduction Factor for Long Inlets RFCurb = 0.79 0.79 Grated Inlet Performance Reduction Factor for Long Inlets RFGrate = 0.57 0.57 MINOR MAJOR Total Inlet Interception Capacity (assumes clogged condition) Qa = 13.1 13.6 cfs Inlet Capacity IS GOOD for Minor and Major Storms(>Q PEAK) Q PEAK REQUIRED = 1.6 11.4 cfs INLET IN A SUMP OR SAG LOCATION CDOT/Denver 13 Combination H-Vert H-Curb W Lo (C) Lo (G) Wo WP CDOT/Denver 13 Combination Override Depths Old Town North - UD-Inlet_v4.03.xlsm, DP-4 8/4/2016, 10:44 AM Area Inlet Design - Sump Condition Old Town North 3rd Filing Design Point 10 This sheet computes the controlling area inlet flow condition. Weir - Orifice Control Weir Equation: where: H = head above weir Orifice Equation: where: H = h 2 - h 1 Grate: CDOT Type C - Standard Inlet Grate Weir: Orifice: Cweir = 2.60 Corifice = 0.6 Lcrest = 9.33 ft. (1) Aorifice = 4.44 ft2 Clogging Factor = 0.50 Number of Inlets = 1 Flowline elevation of grate = 62.60 100 year Design Flow (cfs) = 2.80 100 year WSEL (2.8) = 62.99 Head (ft.) Qweir Qorifice Qcontrol WSEL 0.00 0.00 0.00 0.00 62.60 0.50 4.29 7.56 4.29 63.10 1.00 12.13 10.68 10.68 63.60 1.50 22.28 13.09 13.09 64.10 2.00 34.31 15.11 15.11 64.60 2.50 47.95 16.89 16.89 65.10 3.00 63.03 18.51 18.51 65.60 3.50 79.43 19.99 19.99 66.10 4.00 97.04 21.37 21.37 66.60 4.50 115.79 22.67 22.67 67.10 5.00 135.62 23.89 23.89 67.60 QCLH weir  3 2 QC orifice  o A o 2 gH Notes: 1) This is the effective weir length which equals the sum of the open space lengths between bars in the predominant flow directions. 0 20 40 60 80 100 120 140 160 0.00 1.00 2.00 3.00 4.00 5.00 6.00 Flow (cfs) Flow Depth (ft.) Weir-Orifice Control Qweir Qorifice 5:58 AM 6/14/2016 HY-8 Analysis Results Culvert Summary Table - Culvert 1 Culvert Crossing: Basin 8 Total Dischar ge (cfs) Culvert Dischar ge (cfs) Headwa ter Elevatio n (ft) Inlet Control Depth(ft) Outlet Control Depth(ft) Flow Type Normal Depth (ft) Critical Depth (ft) Outlet Depth (ft) Tailwate r Depth (ft) Outlet Velocity (ft/s) Tailwate r Velocity (ft/s) 0.00 0.00 100.00 0.00 0.0 0-NF 0.00 0.00 0.00 0.00 0.00 0.00 6.23 6.23 100.97 0.97 0.67 1-S2n 0.63 0.67 0.63 0.55 3.88 1.46 12.46 12.46 101.58 1.50 1.58 7-M2c 1.00 0.96 0.96 0.79 5.22 1.78 18.69 18.69 102.11 2.11~ 2.08 7-M2c 1.50 1.18 1.18 0.96 6.27 1.99 24.92 22.56 102.61 2.61~ 2.48 7-M2c 1.50 1.28 1.28 1.10 7.01 2.15 31.15 23.46 102.74 2.74~ 2.60 7-M2c 1.50 1.30 1.30 1.23 7.20 2.28 32.00 23.56 102.75 2.75~ 2.60 7-M2c 1.50 1.30 1.30 1.24 7.22 2.29 43.61 24.72 102.93 2.93~ 2.78 7-M2t 1.50 1.33 1.44 1.44 7.10 2.49 49.84 25.24 103.01 3.01~ 2.91 4-FFf 1.50 1.34 1.50 1.53 7.14 2.58 56.07 25.71 103.09 3.09~ 3.06 4-FFf 1.50 1.35 1.50 1.61 7.27 2.66 62.30 25.98 103.17 3.14 3.17 4-FFf 1.50 1.35 1.50 1.69 7.35 2.73 Project: Basin ID: Soil Type: Design Information (Input): Design Discharge Q = 30 cfs Circular Culvert: Barrel Diameter in Inches D = 18 inches Inlet Edge Type (Choose from pull-down list) Box Culvert: OR Barrel Height (Rise) in Feet Height (Rise) = ft Barrel Width (Span) in Feet Width (Span) = ft Inlet Edge Type (Choose from pull-down list) Number of Barrels No = 2 Inlet Elevation Elev IN = 100 ft Outlet Elevation OR Slope So = 0.0043 ft/ft Culvert Length L = 20 ft Manning's Roughness n = 0.013 Bend Loss Coefficient kb = 0 Exit Loss Coefficient kx = 1 Tailwater Surface Elevation Elev Yt = 101.69 ft Max Allowable Channel Velocity V = 7 ft/s Required Protection (Output): Tailwater Surface Height Yt = 1.78 ft Flow Area at Max Channel Velocity At = 2.14 ft2 Culvert Cross Sectional Area Available A = 1.77 ft2 Entrance Loss Coefficient ke = 0.20 Friction Loss Coefficient kf = 0.36 Sum of All Losses Coefficients ks = 1.56 ft Culvert Normal Depth Yn = 0.44 ft Culvert Critical Depth Yc = 1.41 ft Tailwater Depth for Design d = 1.45 ft Adjusted Diameter OR Adjusted Rise Da = -ft Expansion Factor 1/(2*tan(Θ)) = 4.73 Flow/Diameter2.5 OR Flow/(Span * Rise1.5) Q/D^2.5 = 5.44 ft0.5/s Froude Number Fr = - Pressure flow! Tailwater/Adjusted Diameter OR Tailwater/Adjusted Rise Yt/D = 1.18 Inlet Control Headwater HWI = 3.32 ft Outlet Control Headwater HWO = 3.12 Design Headwater Elevation HW = 103.32 ft Headwater/Diameter OR Headwater/Rise Ratio HW/D = 2.21 HW/D > 1.5! Minimum Theoretical Riprap Size d50 = 2in Nominal Riprap Size d50 = 6in UDFCD Riprap Type Type = VL Length of Protection Lp = 5ft Width of Protection T = 3 ft Determination of Culvert Headwater and Outlet Protection Blue cells are for user data entry Green cells are calculated values Choose One: Sandy Non-Sandy Channel - Basin 8 Worksheet for Trapezoidal Channel c:\...\channels\channels.fm2 06/13/16 01:51:10 PM Ernst Engineering © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Frederick C. Ernst FlowMaster v7.0 [7.0005] Page 1 of 1 Project Description Worksheet Basin 8-Channel Flow Element Trapezoidal Cha Method Manning's Formu Solve For Channel Depth Input Data Mannings Coeffic 0.035 Channel Slope 004300 ft/ft Left Side Slope 4.00 H : V Right Side Slope 4.00 H : V Bottom Width 5.00 ft Discharge 82.90 cfs Results Depth 2.01 ft Flow Area 26.2 ft² Wetted Perime 21.56 ft Top Width 21.06 ft Critical Depth 1.42 ft Critical Slope 0.018829 ft/ft Velocity 3.17 ft/s Velocity Head 0.16 ft Specific Energ 2.16 ft Froude Numbe 0.50 Flow Type Subcritical Cross Section Cross Section for Trapezoidal Channel c:\...\channels\channels.fm2 06/14/16 07:45:44 AM Ernst Engineering © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Frederick C. Ernst FlowMaster v7.0 [7.0005] Page 1 of 1 Project Description Worksheet Basin 8-Channel Flow Element Trapezoidal Cha Method Manning's Formu Solve For Channel Depth Section Data Mannings Coeffic 0.035 Channel Slope 004300 ft/ft Depth 2.01 ft Left Side Slope 4.00 H : V Right Side Slope 4.00 H : V Bottom Width 5.00 ft Discharge 82.90 cfs 2.01 ft 5.00 ft V:10.0 H:1 NTS Weir - Orifice Calculator (Can solve partially full orifices and below centroid) Project: Old Town North Third Filing Design Point: 5 and 6 Curb Cuts Rectangular Orifice: Corifice = 0.53 Height = 6 in. Width = 60 in. Invert Elev = 100 ft Clogging Factor = 0.00 Aorifice Rectangular = 2.50 ft 2 Centroid Rectangle Elev = 100.25 ft Top of Orifice Elevation = 100.50 Contracted Weir: Cweir = 3.00 L = 5.00 ft Crest Elevation = 100.00 ft Interval = 0.10 ft Design Flow = 4.6 cfs H2 Elevation (ft.) H1 Elevation (ft.)2 Head Rectangular (ft.) Qorifice Rectangular Q weir contracted Max Allowable Flow 100.00 100.00 -0.25 0.00 0.00 0.00 100.10 100.00 -0.15 0.29 0.47 0.29 100.20 100.00 -0.05 1.02 1.33 1.02 100.30 100.00 0.05 2.12 2.44 2.12 100.40 100.00 0.15 3.56 3.73 3.56 100.50 100.00 0.25 5.31 5.20 5.20 Headwater Elevation @ Design Flow (4.6) cfs = 100.46 0.00 1.00 2.00 3.00 4.00 5.00 6.00 H2 Elevation (ft.) 100.00 100.10 100.20 100.30 100.40 Performance Curves Rectangular Orifice Weir CFS 4:59 PM 8/3/2016 Weir - Orifice Calculator (Can solve partially full orifices and below centroid) Project: Old Town North Third Filing Design Point: 5 and 6 Sidewalk Chases Rectangular Orifice: Corifice = 0.53 Height = 4.625 in. Width = 24 in. Invert Elev = 100 ft Clogging Factor = 0.00 Aorifice Rectangular = 0.77 ft 2 Centroid Rectangle Elev = 100.19 ft Top of Orifice Elevation = 100.39 Contracted Weir: Cweir = 3.00 L = 2.00 ft Crest Elevation = 100.00 ft Interval = 0.10 ft Design Flow = 0.7 cfs H2 Elevation (ft.) H1 Elevation (ft.)2 Head Rectangular (ft.) Qorifice Rectangular Q weir contracted Max Allowable Flow 100.00 100.00 -0.19 0.00 0.00 0.00 100.10 100.00 -0.09 0.13 0.19 0.13 100.20 100.00 0.01 0.44 0.53 0.44 100.30 100.00 0.11 0.92 0.96 0.92 100.40 100.00 0.21 1.49 1.46 1.46 Headwater Elevation @ Design Flow (0.7) cfs = 100.25 0.00 0.20 0.40 0.60 0.80 1.00 1.20 1.40 1.60 H2 Elevation (ft.) 100.00 100.10 100.20 100.30 Performance Curves Rectangular Orifice Weir CFS 5:08 PM 8/3/2016 Cross Section Cross Section for Irregular Channel c:\...\channels\channels.fm2 08/05/16 10:57:51 AM Ernst Engineering © Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Frederick C. Ernst FlowMaster v7.0 [7.0005] Page 1 of 1 Project Description Worksheet Osiander Bump Flow Element Irregular Chann Method Manning's Form Solve For Discharge Section Data Mannings Coefficien 0.015 Channel Slope 0.005000 ft/ft Water Surface Eleva 0.37 ft Elevation Range .00 to 0.70 Discharge 6.44 cfs - 0+25.00 - 0+20.00 - 0+15.00 - 0+10.00 - 0+05.00 0+00.00 0.00 0.20 0.40 0.60 0.70 V:4.0 H:1 NTS Storm Sewer System: DP 2, 3, 3a: ‐NEECO SWMM RESULTS AND INPUT‐ SWMM 100 yr profile showing MH_C2A at peak water surface elevation with SWMM basins from the West contributing in Combination with OLD Town North Third Filing: Old Town North 3rd Filing SWMM basin weighted impervious calculations: SWMM 100yr profile from on‐site East Ponding area to Regional Pond at peak water surface elevation for MH_C2A: SWMM 100yr profile from on‐site West Ponding area to Regional Pond at peak water surface elevation for MH_C2A: LID Sheet 1 of 1 Designer: Company: Date: Project: Location: 1. To identify potential BMPs, what best describes the type of site? SKIP # 2 2. Does the typical section include a parking lane, shoulder, median, or otherwise allow for surface BMPs? 3. Is the site comprised of Hydrologic Soil Group A or B soils? 4. Is the tributary impervious area1 greater than 1 acre? 5. Is the depth of bedrock greater than 5 feet? 6. Is the tributary impervious area1 greater than 5 acres? SKIP # 7 7. Is a water source available for use? (baseflow or groundwater) 8. Is the BMP in a developing watershed? SKIP # 9-10 9. Are BMPs allowed in the right-of-way? 10. Does the community have an established Fee in Lieu Program in place? 11. Step 1 of Four Step Process: Grass Swale MDCIA / Volume Reduction (Not WQCV) BMPs Grass Buffer Green Roof (3,6) 12. Step 2 of Four Step Process: Green Roof (3,6) WQCV BMPs Regional Water Quality Treatment (4) Notes: 1. 'Tributary impervious area' refers to the impervious area draining to the BMP, not the total area of the project site. 3. In the Front Range of Colorado, irrgation, at least periodically in dry times, will be required to sustain a green roof. 4. If a regional facility will be used to provide the WQCV, some degree of onsite treatment/MDCIA will still likely be required. 6. Consider this BMP for a portion of your site. It's best suited for impervious tributary areas of approximately one acre or less. Design Procedure Form: BMP Selection Tool Fred Ernst Ernst Engineering August 3, 2016 Old Town North Third Filing Fort Collins, CO Choose One Highly Urbanized Sites Conventional Sites Choose One YES NO Choose One YES NO Choose One YES NO Choose One YES NO Choose One YES NO Choose One YES NO Choose One Worksheet Protected User Input Calculated cells Designer: Company: ***Design Storm: 1‐Hour Rain Depth WQCV Event 0.60 inches Date: ***Minor Storm: 1‐Hour Rain Depth 2‐Year Event 0.82 inches Project: ***Major Storm: 1‐Hour Rain Depth 100‐Year Event 2.86 inches Location: Optional User Defined Storm CUHP (CUHP) NOAA 1 Hour Rainfall Depth and Frequency for User Defined Storm 2‐Year Event Max Intensity for Optional User Defined Storm 0 SITE INFORMATION (USER‐INPUT) Sub‐basin Identifier 233a45678910 Receiving Pervious Area Soil Type Sandy Clay Sandy Clay Sandy Clay Sandy Clay Sandy Clay Sandy Clay Sandy Clay Sandy Clay Sandy Clay Sandy Clay Total Area (ac., Sum of DCIA, UIA, RPA, & SPA) 0.160 0.530 0.500 1.510 0.610 0.510 0.580 1.310 0.560 0.400 Directly Connected Impervious Area (DCIA, acres) 0.000 0.000 0.000 0.491 0.000 0.000 0.000 0.000 0.000 0.000 Unconnected Impervious Area (UIA, acres) 0.120 0.318 0.300 0.648 0.401 0.338 0.435 0.523 0.011 0.154 Receiving Pervious Area (RPA, acres) 0.040 0.212 0.200 0.371 0.209 0.172 0.145 0.787 0.549 0.246 Separate Pervious Area (SPA, acres) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 CCCCCCCCCC CALCULATED RESULTS (OUTPUT) Total Calculated Area (ac, check against input) 0.160 0.530 0.500 1.510 0.610 0.510 0.580 1.310 0.560 0.400 Directly Connected Impervious Area (DCIA, %) 0.0% 0.0% 0.0% 32.5% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% Unconnected Impervious Area (UIA, %) 75.0% 60.0% 60.0% 42.9% 65.7% 66.2% 75.0% 39.9% 2.0% 38.4% Receiving Pervious Area (RPA, %) 25.0% 40.0% 40.0% 24.6% 34.3% 33.8% 25.0% 60.1% 98.0% 61.6% Separate Pervious Area (SPA, %) 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% 0.0% AR (RPA / UIA) 0.333 0.667 0.667 0.574 0.522 0.511 0.333 1.506 49.000 1.604 Ia Check 0.750 0.600 0.600 0.640 0.660 0.660 0.750 0.400 0.020 0.380 f / I for WQCV Event: 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 f / I for 2‐Year Event: #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A f / I for 100‐Year Event: 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 f / I for Optional User Defined Storm CUHP: IRF for WQCV Event: 0.98 0.96 0.96 0.96 0.96 0.96 0.98 0.93 0.09 0.93 IRF for 2‐Year Event: #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A IRF for 100‐Year Event: 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.98 0.09 0.97 IRF for Optional User Defined Storm CUHP: Total Site Imperviousness: Itotal 75.0% 60.0% 60.0% 75.4% 65.7% 66.2% 75.0% 39.9% 2.0% 38.4% Effective Imperviousness for WQCV Event: 73.1% 57.3% 57.3% 73.7% 63.3% 63.8% 73.1% 37.1% 0.2% 35.6% Effective Imperviousness for 2‐Year Event: #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A #N/A Effective Imperviousness for 100‐Year Event: 75.0% 59.7% 59.7% 75.4% 65.7% 66.2% 75.0% 38.9% 0.2% 37.4% LID / EFFECTIVE IMPERVIOUSNESS CREDITS WQCV Event CREDIT: Reduce Detention By: 3.2% 3.7% 3.7% 2.9% 3.6% 3.6% 3.2% 4.2% 90.8% 4.4% N/A N/A N/A N/A This line only for 10‐Year Event N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 100‐Year Event CREDIT**: Reduce Detention By: 0.0% 0.5% 0.5% 0.0% 0.0% 0.0% 0.0% 2.5% ‐40446.0% 2.8% N/A N/A N/A N/A User Defined CUHP CREDIT: Reduce Detention By: Total Site Imperviousness: 56.0% Notes: Total Site Effective Imperviousness for WQCV Event: 53.7% * Use Green‐Ampt average infiltration rate values from Table 3‐3. Total Site Effective Imperviousness for 2‐Year Event: #N/A ** Flood control detention volume credits based on empirical equations from Storage Chapter of USDCM. Total Site Effective Imperviousness for 100‐Year Event: 55.6% *** Method assumes that 1‐hour rainfall depth is equivalent to 1‐hour intensity for calculation purposed Site‐Level Low Impact Development (LID) Design Effective Impervious Calculator LID Credit by Impervious Reduction Factor (IRF) Method Ernst Engineering August 3, 2016 Old Town North Third Filing Fort Collins, CO Fred Ernst RPA Treatment Type: Conveyance (C), Volume (V), or Permeable Pavement (PP) Total Site Effective Imperviousness for Optional User Defined Storm CUHP: Effective Imperviousness for Optional User Defined Storm CUHP: Sheet 1 of 1 Designer: Company: Date: Project: Location: 1. Design Discharge for 2-Year Return Period Q2 = 2.20 cfs 2. Hydraulic Residence Time A) : Length of Grass Swale LS = 710.0 ft B) Calculated Residence Time (based on design velocity below) THR= 25.5 minutes 3. Longitudinal Slope (vertical distance per unit horizontal) A) Available Slope (based on site constraints) Savail = 0.004 ft / ft B) Design Slope SD = 0.004 ft / ft 4. Swale Geometry A) Channel Side Slopes (Z = 4 min., horiz. distance per unit vertical) Z = 4.00 ft / ft B) Bottom Width of Swale (enter 0 for triangular section) WB = 5.00 ft 5. Vegetation A) Type of Planting (seed vs. sod, affects vegetal retardance factor) 6. Design Velocity (1 ft / s maximum) V2 = 0.46 ft / s 7. Design Flow Depth (1 foot maximum) D2 = 0.63 ft A) Flow Area A2 = 4.7 sq ft B) Top Width of Swale WT = 10.0 ft C) Froude Number (0.50 maximum) F = 0.12 D) Hydraulic Radius RH = 0.46 E) Velocity-Hydraulic Radius Product for Vegetal Retardance VR = 0.22 F) Manning's n (based on SCS vegetal retardance curve D for sodded grass) n = 0.128 G) Cumulative Height of Grade Control Structures Required HD = 0.00 ft AN UNDERDRAIN IS 8. Underdrain REQUIRED IF THE (Is an underdrain necessary?) DESIGN SLOPE < 2.0% 9. Soil Preparation (Describe soil amendment) 10. Irrigation Notes: Design Procedure Form: Grass Swale (GS) Fred Ernst Ernst Engineering August 2, 2016 Old Town North Third Filing DP-8 Grass Swale Facility Choose One Temporary Permanent Choose One Grass From Seed Grass From Sod Choose One YES NO DP-8 UD-BMP_v3.05.xlsm, GS 8/2/2016, 11:08 AM Sheet 1 of 1 Designer: Company: Date: Project: Location: 1. Design Discharge for 2-Year Return Period Q2 = 0.30 cfs 2. Hydraulic Residence Time A) : Length of Grass Swale LS = 136.0 ft B) Calculated Residence Time (based on design velocity below) THR= 10.2 minutes 3. Longitudinal Slope (vertical distance per unit horizontal) A) Available Slope (based on site constraints) Savail = 0.005 ft / ft B) Design Slope SD = 0.005 ft / ft 4. Swale Geometry A) Channel Side Slopes (Z = 4 min., horiz. distance per unit vertical) Z = 4.00 ft / ft B) Bottom Width of Swale (enter 0 for triangular section) WB = 0.00 ft 5. Vegetation A) Type of Planting (seed vs. sod, affects vegetal retardance factor) 6. Design Velocity (0.453 ft / s maximum for desirable 5-minute residence time) V2 = 0.22 ft / s 7. Design Flow Depth (1 foot maximum) D2 = 0.58 ft A) Flow Area A2 = 1.3 sq ft B) Top Width of Swale WT = 4.6 ft C) Froude Number (0.50 maximum) F = 0.07 D) Hydraulic Radius RH = 0.28 E) Velocity-Hydraulic Radius Product for Vegetal Retardance VR = 0.06 F) Manning's n (based on SCS vegetal retardance curve D for sodded grass) n = 0.200 G) Cumulative Height of Grade Control Structures Required HD = 0.00 ft AN UNDERDRAIN IS 8. Underdrain REQUIRED IF THE (Is an underdrain necessary?) DESIGN SLOPE < 2.0% 9. Soil Preparation (Describe soil amendment) 10. Irrigation Notes: Design Procedure Form: Grass Swale (GS) Fred Ernst Ernst Engineering August 2, 2016 Old Town North Third Filing DP-10 Grass Swale Facility Choose One Temporary Permanent Choose One Grass From Seed Grass From Sod Choose One YES NO DP-10 UD-BMP_v3.05.xlsm, GS 8/2/2016, 11:12 AM Detention / Water Quality ‐NEECO SWMM RESULTS AND INPUT‐ Site runoff volumetric results for interim regional pond grading requirements: Subcatchment Runoff Summary Total Total Total Total Total Total Peak Precip Runon Evap Infil Runoff Runoff Runoff Runoff Subcatchment in in in in in 10^6 gal CFS Coeff 12 3.67 0.00 0.00 0.14 3.48 0.57 46.90 0.949 15 3.67 0.00 0.00 0.14 3.49 0.88 88.12 0.952 16 3.67 0.00 0.00 0.13 3.49 0.59 61.43 0.952 26 3.67 0.00 0.00 0.21 3.42 0.11 11.69 0.932 101 3.67 0.00 0.00 0.59 3.06 2.44 219.54 0.834 102 3.67 0.00 0.00 0.14 3.49 3.43 329.54 0.950 103 3.67 0.00 0.00 0.19 3.44 1.28 135.34 0.938 104 3.67 0.00 0.00 0.85 2.81 2.72 218.64 0.765 105 3.67 0.00 0.00 0.58 3.07 3.08 282.10 0.836 106 3.67 0.00 0.00 0.86 2.80 0.76 66.11 0.762 107 3.67 0.00 0.00 0.89 2.76 1.42 110.89 0.752 108 3.67 0.00 0.00 0.91 2.75 0.94 78.77 0.748 109 3.67 0.00 0.00 0.74 2.91 0.89 81.53 0.794 110 3.67 0.00 0.00 0.92 2.74 0.33 27.56 0.746 111 3.67 0.00 0.00 0.89 2.77 2.38 144.63 0.755 112 3.67 0.00 0.00 0.55 3.10 1.79 155.38 0.844 113 3.67 0.00 0.00 0.14 3.49 2.01 180.34 0.950 114 3.67 0.00 0.00 1.00 2.66 3.81 279.99 0.725 116 3.67 0.00 0.00 0.94 2.72 1.79 143.32 0.742 117 3.67 0.00 0.00 1.24 2.42 2.89 183.13 0.660 118 3.67 0.00 0.00 0.66 2.99 0.11 9.92 0.815 119 3.67 0.00 0.00 0.58 3.07 1.09 103.13 0.835 120 3.67 0.00 0.00 0.47 3.18 0.98 108.19 0.865 121 3.67 0.00 0.00 0.96 2.72 0.72 82.74 0.742 122 3.67 0.00 0.00 1.61 2.07 0.27 12.21 0.563 Ernst Engineering - Old Town North 3rd Filing modeling into most current NECCO SWMM SWMM 5.1 Page 1 Total Total Total Total Total Total Peak Precip Runon Evap Infil Runoff Runoff Runoff Runoff Subcatchment in in in in in 10^6 gal CFS Coeff 123 3.67 0.00 0.00 0.60 3.05 0.27 31.86 0.832 124 3.67 0.00 0.00 0.20 3.43 0.32 33.62 0.934 126 3.67 0.00 0.00 0.14 3.49 0.42 38.83 0.951 127 3.67 0.00 0.00 0.14 3.49 0.57 52.96 0.951 128 3.67 0.00 0.00 0.14 3.49 1.55 144.49 0.951 129 3.67 0.00 0.00 0.96 2.70 1.64 123.37 0.735 130 3.67 0.00 0.00 1.02 2.63 3.05 218.15 0.718 140 3.67 0.00 0.00 0.07 3.56 0.68 67.41 0.970 155 3.67 0.00 0.00 0.14 3.49 1.57 143.40 0.950 203 3.67 0.00 0.00 0.20 3.43 0.19 19.64 0.934 204 3.67 0.00 0.00 0.21 3.43 0.43 42.73 0.934 205 3.67 0.00 0.00 0.18 3.45 0.17 16.83 0.940 206 3.67 0.00 0.00 0.20 3.43 0.24 25.75 0.934 207 3.67 0.00 0.00 0.20 3.43 0.17 17.89 0.934 209 3.67 0.00 0.00 0.20 3.43 0.11 11.82 0.934 213 3.67 0.00 0.00 0.62 3.04 0.68 73.94 0.827 214 3.67 0.00 0.00 0.20 3.43 0.22 23.85 0.934 220 3.67 0.00 0.00 0.20 3.43 0.35 37.58 0.934 221 3.67 0.00 0.00 0.20 3.43 0.02 1.98 0.934 224 3.67 0.00 0.00 0.14 3.49 0.40 37.46 0.951 225 3.67 0.00 0.00 0.20 3.43 0.74 78.39 0.934 226 3.67 0.00 0.00 0.14 3.49 1.66 155.86 0.951 229 3.67 0.00 0.00 0.14 3.49 0.10 10.68 0.952 230 3.67 0.00 0.00 0.21 3.42 0.36 35.45 0.933 300 3.67 0.00 0.00 0.21 3.42 4.56 447.76 0.933 304 3.67 0.00 0.00 0.20 3.43 0.23 24.82 0.934 Ernst Engineering - Old Town North 3rd Filing modeling into most current NECCO SWMM SWMM 5.1 Page 2 Total Total Total Total Total Total Peak Precip Runon Evap Infil Runoff Runoff Runoff Runoff Subcatchment in in in in in 10^6 gal CFS Coeff 305 3.67 0.00 0.00 0.14 3.49 0.15 15.09 0.952 306 3.67 0.00 0.00 0.21 3.43 0.07 6.54 0.934 313 3.67 0.00 0.00 0.14 3.49 0.56 49.35 0.950 315 3.67 0.00 0.00 0.21 3.43 0.31 30.80 0.934 316 3.67 0.00 0.00 0.84 2.81 0.32 27.48 0.766 317 3.67 0.00 0.00 1.04 2.61 0.36 25.99 0.712 318 3.67 0.00 0.00 0.13 3.49 0.09 9.83 0.952 319 3.67 0.00 0.00 0.13 3.49 2.05 213.51 0.952 320 3.67 0.00 0.00 1.56 2.12 0.56 28.21 0.578 321 3.67 0.00 0.00 0.48 3.16 0.84 77.91 0.861 324 3.67 0.00 0.00 0.14 3.49 0.25 23.12 0.951 326 3.67 0.00 0.00 0.21 3.42 0.15 14.52 0.933 327 3.67 0.00 0.00 0.14 3.49 0.98 92.40 0.951 328 3.67 0.00 0.00 0.20 3.43 0.13 13.93 0.934 329 3.67 0.00 0.00 0.13 3.49 2.41 251.08 0.952 330 3.67 0.00 0.00 0.17 3.45 0.21 10.20 0.939 402 3.67 0.00 0.00 0.13 3.49 1.61 169.69 0.951 404 3.67 0.00 0.00 0.14 3.49 1.82 191.46 0.950 406 3.67 0.00 0.00 0.21 3.43 0.42 41.84 0.934 407 3.67 0.00 0.00 0.20 3.43 0.19 19.73 0.934 408 3.67 0.00 0.00 0.20 3.43 0.15 15.72 0.934 410 3.67 0.00 0.00 0.13 3.49 2.78 286.47 0.952 412 3.67 0.00 0.00 1.68 1.99 0.70 30.22 0.542 413 3.67 0.00 0.00 0.14 3.49 0.09 9.11 0.951 414 3.67 0.00 0.00 0.49 3.15 1.37 127.58 0.858 415 3.67 0.00 0.00 1.22 2.44 4.64 298.18 0.665 Ernst Engineering - Old Town North 3rd Filing modeling into most current NECCO SWMM SWMM 5.1 Page 3 Total Total Total Total Total Total Peak Precip Runon Evap Infil Runoff Runoff Runoff Runoff Subcatchment in in in in in 10^6 gal CFS Coeff 416 3.67 0.00 0.00 0.16 3.47 6.43 628.72 0.947 417 3.67 0.00 0.00 0.24 3.39 2.99 276.36 0.925 418 3.67 0.00 0.00 0.14 3.49 1.72 173.18 0.952 419 3.67 0.00 0.00 0.74 2.91 8.90 810.50 0.794 420 3.67 0.00 0.00 1.09 2.56 6.01 346.61 0.697 421 3.67 0.00 0.00 1.02 2.63 2.90 181.12 0.716 422 3.67 0.00 0.00 0.76 2.90 11.70 1059.37 0.789 423 3.67 0.00 0.00 0.13 3.49 3.79 395.39 0.952 424 3.67 0.00 0.00 0.15 3.47 1.92 131.89 0.945 425 3.67 0.00 0.00 0.14 3.49 6.52 636.83 0.952 426 3.67 0.00 0.00 0.14 3.49 0.67 68.24 0.952 427 3.67 0.00 0.00 1.12 2.54 0.97 64.11 0.692 428 3.67 0.00 0.00 0.14 3.49 3.48 307.03 0.950 429 3.67 0.00 0.00 0.14 3.48 2.23 180.44 0.948 430 3.67 0.00 0.00 0.14 3.49 0.56 56.44 0.952 431 3.67 0.00 0.00 0.85 2.80 0.77 52.32 0.762 432 3.67 0.00 0.00 0.45 3.19 1.20 108.21 0.869 433 3.67 0.00 0.00 0.14 3.49 2.00 195.33 0.952 434 3.67 0.00 0.00 0.14 3.49 6.99 682.15 0.952 435 3.67 0.00 0.00 0.14 3.49 5.74 506.74 0.950 436 3.67 0.00 0.00 0.14 3.48 1.32 115.23 0.950 437 3.67 0.00 0.00 0.14 3.49 4.47 435.66 0.952 438 3.67 0.00 0.00 1.03 2.61 1.58 96.87 0.713 439 3.67 0.00 0.00 0.14 3.49 1.79 169.04 0.951 440 3.67 0.00 0.00 0.88 2.76 5.93 310.88 0.751 441 3.67 0.00 0.00 0.56 3.08 1.37 113.10 0.840 Ernst Engineering - Old Town North 3rd Filing modeling into most current NECCO SWMM SWMM 5.1 Page 4 Total Total Total Total Total Total Peak Precip Runon Evap Infil Runoff Runoff Runoff Runoff Subcatchment in in in in in 10^6 gal CFS Coeff 442 3.67 0.00 0.00 0.29 3.35 0.81 76.74 0.913 443 3.67 0.00 0.00 0.37 3.25 4.13 216.45 0.885 444 3.67 0.00 0.00 0.15 3.47 1.84 124.50 0.945 445 3.67 0.00 0.00 0.14 3.49 1.63 151.65 0.951 448 3.67 0.00 0.00 0.15 3.47 3.99 277.25 0.945 449 3.67 0.00 0.00 0.23 3.40 5.11 404.39 0.927 450 3.67 0.00 0.00 0.14 3.48 1.66 142.31 0.949 451 3.67 0.00 0.00 0.48 3.16 0.91 97.79 0.862 452 3.67 0.00 0.00 0.38 3.26 0.79 69.20 0.888 453 3.67 0.00 0.00 0.59 3.06 6.86 634.60 0.833 454 3.67 0.00 0.00 0.10 3.52 3.70 289.09 0.960 455 3.67 0.00 0.00 1.12 2.53 3.78 235.10 0.689 456 3.67 0.00 0.00 0.83 2.82 1.93 148.37 0.768 460 3.67 0.00 0.00 0.88 2.77 1.59 114.90 0.755 461 3.67 0.00 0.00 0.15 3.48 1.19 92.99 0.948 462 3.67 0.00 0.00 0.83 2.82 0.83 64.08 0.769 463 3.67 0.00 0.00 0.85 2.80 1.42 106.15 0.762 464 3.67 0.00 0.00 1.63 2.04 2.89 126.00 0.556 470 3.67 0.00 0.00 0.14 3.49 1.46 130.44 0.950 480 3.67 0.00 0.00 0.80 2.86 2.46 199.80 0.778 481 3.67 0.00 0.00 0.77 2.88 1.17 99.24 0.785 482 3.67 0.00 0.00 0.85 2.80 2.25 170.42 0.764 483 3.67 0.00 0.00 0.77 2.88 1.38 117.61 0.785 484 3.67 0.00 0.00 0.79 2.86 3.82 311.37 0.779 485 3.67 0.00 0.00 0.80 2.85 5.20 377.38 0.776 486 3.67 0.00 0.00 0.43 3.21 2.46 236.04 0.874 Ernst Engineering - Old Town North 3rd Filing modeling into most current NECCO SWMM SWMM 5.1 Page 5 Total Total Total Total Total Total Peak Precip Runon Evap Infil Runoff Runoff Runoff Runoff Subcatchment in in in in in 10^6 gal CFS Coeff 487 3.67 0.00 0.00 0.87 2.79 8.02 708.17 0.761 488 3.67 0.00 0.00 1.44 2.24 5.61 380.47 0.610 492 3.67 0.00 0.00 0.69 2.94 0.94 38.26 0.801 493 3.67 0.00 0.00 0.14 3.49 1.60 156.01 0.952 494 3.67 0.00 0.00 1.34 2.32 1.73 103.78 0.633 495 3.67 0.00 0.00 0.14 3.49 0.46 45.27 0.952 498 3.67 0.00 0.00 0.13 3.49 0.70 73.39 0.952 510 3.67 0.00 0.00 1.49 2.19 0.51 29.85 0.596 512 3.67 0.00 0.00 0.63 3.03 0.59 62.74 0.825 513 3.67 0.00 0.00 0.66 2.99 0.89 82.91 0.815 517 3.67 0.00 0.00 0.77 2.89 0.56 49.34 0.787 604 3.67 0.00 0.00 0.14 3.49 0.37 35.64 0.951 612 3.67 0.00 0.00 0.14 3.49 0.57 55.00 0.952 620 3.67 0.00 0.00 0.13 3.49 1.28 131.87 0.952 621 3.67 0.00 0.00 0.13 3.49 0.80 82.04 0.952 622 3.67 0.00 0.00 0.18 3.44 1.23 60.64 0.937 624 3.67 0.00 0.00 0.58 3.07 0.05 5.41 0.837 626 3.67 0.00 0.00 0.14 3.49 0.40 38.01 0.951 627 3.67 0.00 0.00 0.20 3.43 0.19 19.73 0.934 628 3.67 0.00 0.00 0.20 3.43 0.09 9.86 0.934 704 3.67 0.00 0.00 0.21 3.43 0.48 48.99 0.934 712 3.67 0.00 0.00 0.43 3.21 0.75 69.08 0.875 724 3.67 0.00 0.00 0.21 3.43 0.17 16.75 0.934 726 3.67 0.00 0.00 0.14 3.49 1.40 132.25 0.951 812 3.67 0.00 0.00 0.13 3.49 0.49 51.52 0.952 824 3.67 0.00 0.00 0.15 3.48 0.50 47.62 0.948 Ernst Engineering - Old Town North 3rd Filing modeling into most current NECCO SWMM SWMM 5.1 Page 6 Total Total Total Total Total Total Peak Precip Runon Evap Infil Runoff Runoff Runoff Runoff Subcatchment in in in in in 10^6 gal CFS Coeff 825 3.67 0.00 0.00 0.16 3.47 0.25 24.83 0.947 826 3.67 0.00 0.00 0.14 3.48 0.25 25.92 0.949 827 3.67 0.00 0.00 0.21 3.42 0.20 19.24 0.932 830 3.67 0.00 0.00 0.13 3.49 0.10 10.75 0.952 831 3.67 0.00 0.00 0.13 3.49 0.10 10.84 0.952 850 3.67 0.00 0.00 0.13 3.49 0.23 23.96 0.951 851 3.67 0.00 0.00 0.13 3.49 0.19 19.96 0.950 860 3.67 0.00 0.00 0.13 3.49 0.14 14.77 0.952 861 3.67 0.00 0.00 0.13 3.49 0.14 14.88 0.952 870 3.67 0.00 0.00 0.13 3.49 0.11 11.93 0.952 871 3.67 0.00 0.00 0.13 3.49 0.12 12.86 0.952 880 3.67 0.00 0.00 0.14 3.49 0.24 24.08 0.952 881 3.67 0.00 0.00 0.13 3.49 0.26 26.81 0.952 912 3.67 0.00 0.00 0.14 3.49 0.31 30.92 0.952 22 3.67 0.00 0.00 1.58 2.10 1.29 68.23 0.574 OldTown3rdWest 3.67 0.00 0.00 0.69 2.97 0.24 20.11 0.809 OldTown3rdEast 3.67 0.00 0.00 0.84 2.83 0.13 12.49 0.771 OldTown3rdCentral 3.67 0.00 0.00 0.70 2.95 0.15 14.13 0.805 Ernst Engineering - Old Town North 3rd Filing modeling into most current NECCO SWMM SWMM 5.1 Page 7 Node Depth Summary Maximum Average Maximum Maximum Day of Hour of Reported Depth Depth HGL Maximum Maximum Depth Node Type Feet Feet Feet Depth Depth Feet 129Outfall JUNCTION 0.11 0.31 5035.31 0 02:20 0.31 158 JUNCTION 0.08 0.82 5034.82 0 00:45 0.82 227 JUNCTION 0.02 0.42 4973.92 0 00:40 0.42 228 JUNCTION 0.03 0.48 4973.48 0 00:41 0.48 232 JUNCTION 0.03 0.42 4944.42 0 00:55 0.42 240 JUNCTION 0.06 0.63 5016.63 0 00:46 0.63 250 JUNCTION 3.69 5.12 4989.12 0 01:21 5.12 257 JUNCTION 3.65 5.31 4988.81 0 01:21 5.31 305Outfall JUNCTION 1.38 2.28 4955.09 0 02:03 2.25 313OUTFALL JUNCTION 0.85 1.49 5004.49 0 01:21 1.49 315OUTFALL JUNCTION 0.28 1.30 5018.30 0 01:11 1.30 354 JUNCTION 3.42 5.49 4988.49 0 01:19 5.49 355 JUNCTION 3.32 4.50 4989.50 0 01:19 4.50 518 JUNCTION 1.45 4.97 4955.97 0 01:15 4.97 519 JUNCTION 0.82 1.72 4945.22 0 06:58 1.72 520 JUNCTION 0.86 0.94 4946.94 0 07:42 0.94 521 JUNCTION 0.13 1.14 4945.14 0 00:42 1.14 523 JUNCTION 0.63 1.29 4953.29 0 00:47 1.29 524 JUNCTION 2.27 3.48 4948.48 0 04:28 3.48 525 JUNCTION 2.94 3.81 4947.81 0 06:42 3.81 526 JUNCTION 0.23 2.81 4947.81 0 00:51 2.81 527 JUNCTION 0.85 2.68 4945.68 0 00:59 2.68 527B JUNCTION 0.89 2.17 4944.17 0 01:28 2.17 528 JUNCTION 1.14 2.76 4936.76 0 01:18 2.76 529 JUNCTION 1.20 2.84 4932.84 0 01:23 2.84 Ernst Engineering - Old Town North 3rd Filing modeling into most current NECCO SWMM SWMM 5.1 Page 1 Maximum Average Maximum Maximum Day of Hour of Reported Depth Depth HGL Maximum Maximum Depth Node Type Feet Feet Feet Depth Depth Feet 530 JUNCTION 1.54 5.32 4932.32 0 00:56 5.32 531 JUNCTION 0.05 0.54 4947.54 0 00:41 0.54 532 JUNCTION 0.18 1.11 4944.11 0 01:07 1.11 533 JUNCTION 0.20 0.93 4942.93 0 01:31 0.93 534 JUNCTION 0.31 0.97 4937.97 0 02:12 0.97 535 JUNCTION 0.17 2.58 4942.58 0 00:47 2.58 537 JUNCTION 0.20 3.54 4932.54 0 00:41 3.53 539 JUNCTION 1.93 6.83 4927.83 0 00:47 6.82 540 JUNCTION 4.30 5.02 4940.22 0 06:29 5.02 543 JUNCTION 2.31 4.57 4935.57 0 00:56 4.57 544 JUNCTION 0.95 2.28 4932.28 0 01:06 2.28 546 JUNCTION 0.70 2.23 4934.23 0 02:36 2.23 547 JUNCTION 0.54 1.77 4928.77 0 02:42 1.77 548 JUNCTION 0.61 2.05 4925.05 0 03:27 2.05 549 JUNCTION 0.13 0.97 4923.97 0 00:46 0.97 551 JUNCTION 1.94 2.81 4947.81 0 06:42 2.81 554 JUNCTION 0.47 4.35 4935.35 0 00:44 4.35 555 JUNCTION 2.43 5.17 4933.17 0 00:46 5.17 556 JUNCTION 5.42 7.87 4932.87 0 00:46 7.87 557 JUNCTION 0.12 0.48 4930.48 0 00:55 0.48 570 JUNCTION 0.32 0.37 4956.37 0 03:37 0.37 575 JUNCTION 0.07 0.70 4938.70 0 00:47 0.70 585 JUNCTION 0.32 0.91 4934.91 0 01:08 0.91 590 JUNCTION 0.77 1.17 4943.17 0 04:48 1.17 591 JUNCTION 0.26 3.17 4929.67 0 00:41 3.17 592 JUNCTION 1.81 2.31 4917.31 0 02:40 2.31 Ernst Engineering - Old Town North 3rd Filing modeling into most current NECCO SWMM SWMM 5.1 Page 2 Maximum Average Maximum Maximum Day of Hour of Reported Depth Depth HGL Maximum Maximum Depth Node Type Feet Feet Feet Depth Depth Feet 593 JUNCTION 0.38 1.93 4941.93 0 00:55 1.93 595 JUNCTION 0.86 6.12 4924.12 0 00:59 6.12 596 JUNCTION 3.39 6.37 4950.37 0 02:16 6.37 599 JUNCTION 0.36 0.51 4953.51 0 05:14 0.51 607 JUNCTION 1.47 6.17 4929.17 0 00:48 6.16 610 JUNCTION 2.12 2.92 4916.92 0 01:15 2.92 613 JUNCTION 1.83 2.79 4917.79 0 02:17 2.79 614 JUNCTION 2.00 3.04 4911.04 0 02:05 3.04 618 JUNCTION 1.45 1.91 4918.91 0 02:46 1.91 625 JUNCTION 0.44 0.87 4961.87 0 02:28 0.87 630 JUNCTION 2.55 2.96 4936.96 0 01:08 2.96 640 JUNCTION 0.24 0.38 4932.38 0 05:39 0.38 718 JUNCTION 2.73 3.11 4927.11 0 02:12 3.11 803OUTFALL JUNCTION 1.00 1.84 4948.84 0 02:13 1.84 875OUTFALL JUNCTION 0.30 1.15 4917.15 0 01:19 1.15 903 JUNCTION 3.07 3.74 4990.74 0 05:20 3.74 929 JUNCTION 0.05 0.65 5020.65 0 00:42 0.65 930 JUNCTION 4.01 6.52 4987.52 0 01:23 6.52 934 JUNCTION 4.31 7.15 4986.15 0 01:31 7.15 934a JUNCTION 0.09 1.08 5025.08 0 00:43 1.08 939 JUNCTION 2.24 2.95 4990.95 0 05:17 2.95 940 JUNCTION 4.50 7.29 4985.49 0 01:35 7.29 941 JUNCTION 0.05 0.78 5033.78 0 00:40 0.78 942 JUNCTION 0.06 0.77 4998.77 0 00:42 0.77 943 JUNCTION 0.04 0.53 5012.53 0 00:40 0.53 944 JUNCTION 0.05 0.77 5011.77 0 00:40 0.77 Ernst Engineering - Old Town North 3rd Filing modeling into most current NECCO SWMM SWMM 5.1 Page 3 Maximum Average Maximum Maximum Day of Hour of Reported Depth Depth HGL Maximum Maximum Depth Node Type Feet Feet Feet Depth Depth Feet 945 JUNCTION 0.05 0.71 5005.71 0 00:40 0.70 946 JUNCTION 0.04 0.62 4998.62 0 00:41 0.62 947 JUNCTION 0.64 1.16 4934.16 0 02:30 1.16 952 JUNCTION 0.84 3.32 4961.32 0 02:08 3.32 957 JUNCTION 0.13 0.14 4980.14 0 15:25 0.14 960 JUNCTION 0.55 0.76 4990.76 0 05:22 0.76 961 JUNCTION 4.16 6.72 4983.72 0 01:44 6.72 963 JUNCTION 2.74 4.83 4980.83 0 01:49 4.83 964 JUNCTION 3.32 4.01 4990.21 0 01:19 4.01 969 JUNCTION 0.53 2.25 4971.25 0 02:01 2.25 969a JUNCTION 4.11 6.82 4984.82 0 01:39 6.82 971 JUNCTION 1.42 6.99 4923.99 0 01:00 6.99 972 JUNCTION 3.97 6.36 4987.86 0 01:21 6.36 974 JUNCTION 3.98 6.51 4987.41 0 01:23 6.51 976 JUNCTION 3.98 6.72 4986.72 0 01:27 6.72 978 JUNCTION 4.42 7.23 4985.73 0 01:34 7.23 982 JUNCTION 3.96 6.19 4988.19 0 01:20 6.19 990 JUNCTION 0.13 0.97 4955.97 0 01:14 0.97 BEND JUNCTION 2.80 9.48 4964.52 0 00:40 9.30 Bend-2 JUNCTION 2.78 10.16 4965.24 0 00:40 10.03 BEND7 JUNCTION 2.83 9.09 4964.10 0 00:38 8.86 BLOCKOUT_LATERALA7 JUNCTION 2.23 5.43 4949.89 0 00:44 5.33 Boubler-Pipe JUNCTION 4.14 4.85 4940.25 0 06:30 4.85 EG_Outlet_3 JUNCTION 0.30 2.64 4954.32 0 01:09 2.64 EG_Outlet_4 JUNCTION 0.23 2.19 4953.87 0 01:10 2.19 EX_IN_205 JUNCTION 0.08 2.33 4977.23 0 00:40 2.32 Ernst Engineering - Old Town North 3rd Filing modeling into most current NECCO SWMM SWMM 5.1 Page 4 Maximum Average Maximum Maximum Day of Hour of Reported Depth Depth HGL Maximum Maximum Depth Node Type Feet Feet Feet Depth Depth Feet EX_IN_304 JUNCTION 0.05 1.53 4978.39 0 00:40 1.51 EX_IN_305 JUNCTION 0.09 2.54 4974.65 0 00:41 2.54 EX_MH_112 JUNCTION 0.35 5.53 4969.63 0 00:38 5.12 Future_Vine_St_B JUNCTION 0.00 0.00 4946.20 0 00:00 0.00 IN_803 JUNCTION 0.39 11.53 4970.26 0 00:42 11.52 IN_804 JUNCTION 2.26 12.33 4967.94 0 00:41 12.26 IN_805 JUNCTION 4.18 12.29 4965.96 0 00:41 12.21 IN_810 JUNCTION 0.72 4.29 4961.39 0 02:06 4.18 INLET_A5A JUNCTION 0.95 6.19 4958.59 0 02:03 6.18 INLET_A5B JUNCTION 1.97 9.67 4958.61 0 02:03 9.65 INLET_A6 JUNCTION 0.60 12.57 4965.57 0 00:40 7.97 INLET_A7A JUNCTION 0.04 1.52 4948.98 0 00:45 1.47 INLET_A7B JUNCTION 0.13 5.72 4953.80 0 00:40 5.71 INLET_A8A JUNCTION 0.46 4.46 4949.28 0 00:40 4.43 INLET_A8B JUNCTION 0.40 4.83 4949.83 0 00:40 4.73 INLET_A9A JUNCTION 3.08 5.74 4945.35 0 06:22 5.74 INLET_A9B JUNCTION 2.23 4.80 4945.35 0 06:22 4.80 INLET_B10A JUNCTION 0.38 11.58 4970.49 0 00:40 11.57 INLET_B10B JUNCTION 0.34 10.88 4969.90 0 00:37 10.33 INLET_B4A JUNCTION 0.21 10.33 4971.41 0 00:42 10.32 INLET_B4B JUNCTION 0.24 9.97 4970.99 0 00:40 9.96 INLET_B5A JUNCTION 0.11 4.37 4972.07 0 00:41 4.37 INLET_B6A JUNCTION 0.06 1.67 4972.17 0 00:40 1.65 INLET_B7A JUNCTION 0.07 2.93 4975.53 0 00:39 2.81 INLET_B8A JUNCTION 0.04 1.18 4976.26 0 00:40 1.17 INLET_B9A JUNCTION 1.70 12.27 4968.48 0 00:42 12.26 Ernst Engineering - Old Town North 3rd Filing modeling into most current NECCO SWMM SWMM 5.1 Page 5 Maximum Average Maximum Maximum Day of Hour of Reported Depth Depth HGL Maximum Maximum Depth Node Type Feet Feet Feet Depth Depth Feet INLET_B9B JUNCTION 1.70 12.32 4968.53 0 00:39 12.21 INLET_C3A JUNCTION 0.15 10.26 4971.32 0 00:42 10.20 INLET_C4A JUNCTION 0.17 4.31 4966.52 0 00:40 4.30 INLET_C4B JUNCTION 0.10 8.16 4970.74 0 00:42 8.14 INLET_C6A JUNCTION 1.02 6.73 4963.68 0 00:48 6.72 INLET_C6B JUNCTION 0.42 7.64 4965.95 0 00:41 7.60 INLET_E21 JUNCTION 0.24 2.65 4972.67 0 00:40 2.60 INLET_E2A JUNCTION 0.38 3.41 4973.29 0 00:39 3.13 INLET_E2B JUNCTION 0.75 3.07 4972.57 0 00:39 2.96 J_912 JUNCTION 1.36 3.06 4966.06 0 01:09 3.06 J10 JUNCTION 1.05 3.40 4962.99 0 00:43 3.39 J11 JUNCTION 1.01 2.44 4961.52 0 01:52 2.44 J2 JUNCTION 2.15 3.57 4969.33 0 01:12 3.57 J3 JUNCTION 1.75 4.12 4969.33 0 00:45 4.06 J4 JUNCTION 1.85 4.16 4969.26 0 00:44 4.16 J5 JUNCTION 1.57 4.28 4967.51 0 00:40 4.28 J6 JUNCTION 1.52 3.14 4965.95 0 00:44 3.14 J7 JUNCTION 0.94 3.79 4965.94 0 00:44 3.79 J8 JUNCTION 0.89 4.20 4965.76 0 00:42 4.20 J9 JUNCTION 0.76 3.11 4963.52 0 00:44 3.11 JUNCTION_C2C JUNCTION 1.33 7.05 4963.68 0 00:48 7.05 JUNCTION_C2E JUNCTION 0.91 11.00 4968.14 0 00:36 7.16 Lemay_Vine JUNCTION 0.00 0.00 4950.00 0 00:00 0.00 Link_209+280 JUNCTION 4.08 6.29 4956.20 0 00:40 5.12 MH_101 JUNCTION 0.23 4.20 4975.70 0 00:40 4.13 MH_112 JUNCTION 0.05 0.68 4966.78 0 00:42 0.68 Ernst Engineering - Old Town North 3rd Filing modeling into most current NECCO SWMM SWMM 5.1 Page 6 Maximum Average Maximum Maximum Day of Hour of Reported Depth Depth HGL Maximum Maximum Depth Node Type Feet Feet Feet Depth Depth Feet MH_400 JUNCTION 0.38 11.11 4969.92 0 00:37 10.40 MH_401 JUNCTION 1.80 12.38 4968.49 0 00:42 12.35 MH_500 JUNCTION 0.87 3.82 4991.76 0 00:47 3.75 MH_501 JUNCTION 0.59 2.39 4989.41 0 00:48 2.37 MH_502 JUNCTION 0.44 1.42 4986.00 0 00:49 1.42 MH_503 JUNCTION 0.10 0.33 4983.43 0 00:38 0.33 MH_600 JUNCTION 1.00 1.04 4974.76 0 07:39 1.04 MH_604 JUNCTION 0.87 3.01 4972.39 0 00:41 3.01 MH_700 JUNCTION 1.16 2.68 4967.81 0 01:03 2.68 MH_701 JUNCTION 1.33 3.29 4966.39 0 01:07 3.29 MH_913a JUNCTION 0.95 14.89 4960.15 0 00:39 12.96 MH_914b JUNCTION 0.10 2.51 4957.24 0 00:40 2.49 MH_A10 JUNCTION 3.15 11.05 4959.00 0 02:01 11.02 MH_A2 JUNCTION 3.13 5.80 4945.35 0 06:22 5.80 MH_A2A JUNCTION 2.81 11.03 4962.76 0 00:40 7.50 MH_A2B JUNCTION 1.63 13.49 4964.77 0 00:40 8.05 MH_A2C JUNCTION 2.15 30.36 4979.61 0 00:39 8.62 MH_A2D JUNCTION 3.29 12.93 4959.98 0 00:39 9.79 MH_A3 JUNCTION 2.18 4.45 4945.58 0 05:03 4.45 MH_A4 JUNCTION 1.83 3.74 4945.68 0 05:00 3.74 MH_A5 JUNCTION 1.79 4.49 4947.18 0 00:43 4.08 MH_A6 JUNCTION 1.64 4.74 4948.89 0 00:45 4.74 MH_A6A JUNCTION 0.64 3.54 4949.25 0 00:43 3.53 MH_A6B JUNCTION 0.28 2.75 4949.84 0 00:42 2.75 MH_A7 JUNCTION 2.33 5.53 4950.03 0 00:44 5.51 MH_A8 JUNCTION 3.07 8.25 4954.28 0 00:43 8.17 Ernst Engineering - Old Town North 3rd Filing modeling into most current NECCO SWMM SWMM 5.1 Page 7 Maximum Average Maximum Maximum Day of Hour of Reported Depth Depth HGL Maximum Maximum Depth Node Type Feet Feet Feet Depth Depth Feet MH_A8A JUNCTION 1.55 5.55 4948.91 0 00:44 4.12 MH_A9 JUNCTION 3.43 9.97 4956.87 0 02:03 9.92 MH_B1 JUNCTION 3.85 9.26 4963.21 0 00:38 7.20 MH_B10 JUNCTION 0.06 2.89 4971.91 0 00:46 2.89 MH_B11 JUNCTION 0.03 1.98 4972.18 0 00:44 1.97 MH_B2 JUNCTION 2.95 8.35 4963.22 0 00:38 8.02 MH_B3 JUNCTION 1.95 10.97 4966.90 0 00:42 10.88 MH_B4 JUNCTION 1.87 11.60 4967.63 0 00:40 11.55 MH_B5 JUNCTION 0.62 10.64 4970.44 0 00:38 9.13 MH_B6 JUNCTION 0.55 11.25 4971.84 0 00:39 9.80 MH_B8 JUNCTION 0.40 13.08 4975.31 0 00:39 8.53 MH_B9 JUNCTION 0.24 3.75 4971.51 0 00:43 3.75 MH_C210 JUNCTION 0.31 6.41 4967.34 0 00:51 6.41 MH_C29 JUNCTION 0.41 7.33 4967.31 0 00:52 7.33 MH_C2A JUNCTION 2.34 6.72 4962.27 0 00:58 6.71 MH_C2B JUNCTION 1.50 7.02 4963.47 0 00:47 6.96 MH_C2C JUNCTION 1.23 7.15 4963.89 0 00:47 7.08 MH_C2D JUNCTION 0.96 8.96 4966.02 0 00:36 7.14 MH_C2F JUNCTION 0.57 10.27 4968.92 0 00:37 7.29 MH_C2G JUNCTION 0.50 7.42 4966.58 0 00:48 7.34 MH_L1 JUNCTION 0.81 3.75 4947.27 0 01:13 3.75 MH_L2 JUNCTION 0.32 3.41 4948.54 0 01:13 3.41 MH_L3 JUNCTION 0.28 3.25 4949.99 0 01:12 3.25 MH_L4 JUNCTION 0.30 3.52 4950.37 0 01:12 3.52 MH_L5 JUNCTION 0.29 3.73 4950.71 0 01:11 3.73 MHA2 JUNCTION 3.13 10.87 4958.64 0 02:03 10.81 Ernst Engineering - Old Town North 3rd Filing modeling into most current NECCO SWMM SWMM 5.1 Page 8 Maximum Average Maximum Maximum Day of Hour of Reported Depth Depth HGL Maximum Maximum Depth Node Type Feet Feet Feet Depth Depth Feet MHC-extra JUNCTION 2.30 5.67 4961.19 0 02:09 5.66 OTNMH_1 JUNCTION 0.38 2.46 4958.41 0 00:42 2.02 OTNMH_2 JUNCTION 0.69 2.83 4959.84 0 00:42 2.43 OTNMH_2A JUNCTION 0.66 6.76 4961.15 0 00:42 4.31 OTNMH_3 JUNCTION 0.76 2.91 4960.74 0 01:09 2.91 OTNMH_4 JUNCTION 0.82 3.38 4962.32 0 01:08 3.38 OTNMH_5 JUNCTION 0.91 4.08 4964.83 0 01:07 4.08 OTNVERTICALBEND JUNCTION 0.70 4.70 4957.35 0 00:41 4.35 Overflow_OT1 JUNCTION 0.00 0.00 4964.50 0 00:00 0.00 Overflow_OT2 JUNCTION 0.00 0.00 4964.00 0 00:00 0.00 Overflow_OT3 JUNCTION 0.00 0.00 4963.00 0 00:00 0.00 Pond_Outlet JUNCTION 3.10 11.91 4960.71 0 02:03 11.85 REDWOOD_OUTLET JUNCTION 5.91 6.81 4960.22 0 02:35 6.81 Swale_BluesruceSwale-JUNCTION 2 0.97 1.79 4974.59 0 00:41 1.79 Swale_BluesruceSwale-JUNCTION 3 0.87 1.49 4972.99 0 00:44 1.48 VIne_4 JUNCTION 0.00 0.00 4953.50 0 00:41 0.00 Vine_5 JUNCTION 0.00 0.00 4951.00 0 00:00 0.00 Vine_C1 JUNCTION 0.00 0.01 4970.38 0 00:43 0.01 Vine_C2 JUNCTION 0.00 0.00 4969.48 1 00:00 0.00 Vine-outlet2 JUNCTION 0.97 1.64 4941.08 0 05:22 1.64 Ex_Vine_Outfall JUNCTION 0.80 3.50 4944.58 0 00:43 3.50 25 JUNCTION 0.72 2.02 4941.97 0 00:50 2.02 Pond-Outlet JUNCTION 3.59 4.39 4941.07 0 05:21 4.39 ST-INLET-2 JUNCTION 1.33 5.74 4962.30 0 00:58 5.72 OTN-MH1 JUNCTION 0.57 4.47 4962.33 0 01:02 4.47 18 OUTFALL 2.00 3.04 4910.54 0 02:05 3.04 Ernst Engineering - Old Town North 3rd Filing modeling into most current NECCO SWMM SWMM 5.1 Page 9 Maximum Average Maximum Maximum Day of Hour of Reported Depth Depth HGL Maximum Maximum Depth Node Type Feet Feet Feet Depth Depth Feet 611 OUTFALL 2.12 2.92 4909.42 0 01:15 2.92 907 OUTFALL 2.74 4.83 4979.83 0 01:49 4.83 Evergreen_East_Pond STORAGE 6.19 7.09 4958.00 0 01:09 7.09 OTNPond_410 STORAGE 0.94 4.09 4965.16 0 02:06 4.09 Pond_101 STORAGE 2.70 3.99 5013.99 0 02:13 3.99 POND_109 STORAGE 1.40 2.26 4955.07 0 02:16 2.26 POND_113 STORAGE 2.15 3.77 4957.87 0 02:21 3.77 POND_115 STORAGE 1.70 3.40 4952.60 0 02:14 3.40 Pond_116 STORAGE 1.87 3.59 5013.59 0 02:12 3.59 POND_128 STORAGE 2.40 2.91 4968.91 0 02:12 2.91 Pond_129 STORAGE 0.81 3.25 5038.25 0 02:07 3.25 POND_203 STORAGE 0.92 3.12 4983.72 0 02:07 3.12 POND_224 STORAGE 1.10 2.26 4970.86 0 02:12 2.26 POND_226 STORAGE 1.94 3.49 4957.19 0 02:14 3.49 POND_229 STORAGE 0.55 1.81 4971.54 0 02:07 1.81 POND_300 STORAGE 0.97 4.33 4992.93 0 00:49 4.33 POND_302 STORAGE 4.77 5.51 4981.36 0 07:38 5.51 POND_307 STORAGE 4.07 7.25 4958.35 0 03:29 7.25 POND_313 STORAGE 1.30 2.46 4958.16 0 02:17 2.46 Pond_110-Pheasant_STORAGE Ridge_N_Pond 1.37 4.09 5007.09 0 01:12 4.09 Pond_315-Falcon_Ridge_STORAGE N_Pond 3.53 4.52 5023.52 0 00:56 4.52 Pond_319 STORAGE 2.52 3.79 4948.79 0 02:10 3.79 POND_320 STORAGE 0.90 2.43 4953.26 0 02:14 2.43 Pond_108-Pheasant_STORAGE Ridge_N_Pond 1.87 4.79 4994.79 0 01:46 4.79 POND_324 STORAGE 1.46 2.08 4970.18 0 02:16 2.08 POND_328 STORAGE 0.23 3.58 4971.51 0 00:50 3.58 Ernst Engineering - Old Town North 3rd Filing modeling into most current NECCO SWMM SWMM 5.1 Page 10 Maximum Average Maximum Maximum Day of Hour of Reported Depth Depth HGL Maximum Maximum Depth Node Type Feet Feet Feet Depth Depth Feet Pond_329 STORAGE 2.09 3.95 4948.95 0 02:09 3.95 POND_330 STORAGE 1.16 1.99 4971.09 0 02:36 1.99 POND_402 STORAGE 1.88 3.47 4949.87 0 02:08 3.47 POND_412 STORAGE 0.93 2.54 4953.64 0 02:28 2.54 Pond_416 STORAGE 4.14 4.86 4949.86 0 03:01 4.86 POND_417 STORAGE 2.71 4.21 4953.31 0 02:15 4.21 POND_418 STORAGE 2.02 3.55 4948.55 0 02:11 3.55 Pond_419 STORAGE 1.95 4.91 4966.91 0 02:08 4.91 Pond_421 STORAGE 2.92 3.94 4950.44 0 02:43 3.94 Pond_422 STORAGE 4.80 5.09 4950.09 0 02:14 5.09 Pond_423 STORAGE 3.48 4.54 4949.54 0 02:11 4.54 Pond_425 STORAGE 2.03 4.77 4956.77 0 02:09 4.77 Pond_427 STORAGE 1.09 1.99 4947.99 0 01:19 1.99 Pond_428 STORAGE 0.19 2.99 4948.99 0 00:50 2.99 Pond_429 STORAGE 0.32 2.32 4937.32 0 00:49 2.31 Pond_432 STORAGE 0.24 3.24 4947.24 0 00:47 3.24 Pond_433 STORAGE 2.33 3.12 4938.12 0 00:57 3.12 Pond_434 STORAGE 0.17 3.22 4943.22 0 00:45 3.22 Pond_437 STORAGE 3.84 4.64 4939.64 0 02:17 4.64 Pond_440 STORAGE 3.35 4.74 4939.74 0 02:47 4.74 Pond_454 STORAGE 0.79 4.03 4922.03 0 01:54 4.03 Pond_455 STORAGE 1.14 1.60 4929.60 0 01:03 1.60 Pond_456 STORAGE 1.58 3.62 4936.62 0 02:13 3.62 Pond_460 STORAGE 1.07 3.30 4965.30 0 02:12 3.30 Pond_463 STORAGE 1.58 3.57 4935.57 0 00:57 3.57 Pond_464 STORAGE 1.47 4.05 4924.05 0 02:23 4.05 Ernst Engineering - Old Town North 3rd Filing modeling into most current NECCO SWMM SWMM 5.1 Page 11 Maximum Average Maximum Maximum Day of Hour of Reported Depth Depth HGL Maximum Maximum Depth Node Type Feet Feet Feet Depth Depth Feet Pond_493 STORAGE 1.08 3.32 4965.32 0 02:08 3.32 Pond_494 STORAGE 1.80 3.54 4933.54 0 02:19 3.54 Pond_498 STORAGE 0.85 2.56 4952.56 0 02:07 2.56 POND_604 STORAGE 1.35 2.23 4974.33 0 02:13 2.23 POND_612 STORAGE 0.60 2.35 4970.45 0 02:06 2.35 Pond_620 STORAGE 1.66 3.18 4948.18 0 02:09 3.18 Pond_621 STORAGE 1.32 2.72 4947.72 0 02:09 2.72 POND_626 STORAGE 1.08 2.26 4970.36 0 02:12 2.26 Pond_801-WaterfielSdTORAGE 4.27 4.78 4957.78 0 02:55 4.78 Pond_802-NECCO_STORAGE phaseIII 5.39 8.22 4945.20 0 06:58 8.22 Pond_803 STORAGE 1.29 3.01 4950.01 0 02:08 3.01 Pond_820-Lindenmeier_STORAGE Lake 5.05 5.25 4960.25 1 00:00 5.25 POND_824 STORAGE 1.12 2.37 4973.47 0 02:12 2.37 POND_825 STORAGE 1.55 2.10 4962.40 0 02:17 2.10 Pond_890 STORAGE 3.24 5.56 4935.56 0 00:58 5.56 Pond_Evergreen_West STORAGE 1.19 2.94 4968.11 0 01:02 2.94 Pond_Redwing_Marsh STORAGE 2.76 3.78 4969.54 0 02:05 3.78 Pond_Redwood STORAGE 6.41 7.25 4960.66 0 03:06 7.25 Regional_Pond STORAGE 7.66 11.04 4961.14 0 02:10 11.04 Pond-OldTown3rdWest STORAGE 0.09 1.90 4963.90 0 00:48 1.90 Pond-OldTown3rdEast STORAGE 0.53 4.34 4962.34 0 01:02 4.34 Ernst Engineering - Old Town North 3rd Filing modeling into most current NECCO SWMM SWMM 5.1 Page 12 Storage Volume Summary Average Average Evap Exfil Maximum Maximum Day of Hour of Maximum Storage Volume Percent Percent Percent Volume Percent Maximum Maximum Outflow Unit 1000 ft3 Full Loss Loss 1000 ft3 Full Volume Volume CFS Evergreen_East_Pond 287.597 20 0 0 370.064 25 0 01:09 77.31 OTNPond_410 57.170 12 0 0 321.082 67 0 02:06 17.10 Pond_101 124.410 10 0 0 289.671 24 0 02:13 4.97 POND_109 50.849 4 0 0 108.574 9 0 02:16 5.74 POND_113 91.285 34 0 0 240.702 90 0 02:21 5.09 POND_115 57.726 22 0 0 177.086 66 0 02:14 4.32 Pond_116 69.534 6 0 0 206.745 17 0 02:12 4.68 POND_128 252.597 48 0 0 335.692 64 0 02:12 19.17 Pond_129 25.749 2 0 0 156.075 13 0 02:07 9.60 POND_203 4.549 19 0 0 19.633 80 0 02:07 0.78 POND_224 13.530 23 0 0 45.394 78 0 02:12 1.18 POND_226 69.103 6 0 0 190.607 16 0 02:14 4.07 POND_229 2.213 10 0 0 10.806 47 0 02:07 0.47 POND_300 79.056 12 0 0 592.553 89 0 00:49 257.44 POND_302 721.130 69 0 0 955.821 92 0 07:38 12.59 POND_307 98.022 33 0 0 279.448 93 0 03:29 11.68 POND_313 20.839 23 0 0 63.693 72 0 02:17 1.51 Pond_110-Pheasant_Ridge_3.380600 N_Pond 21.783410 01:129.52 Pond_315-Falcon_Ridge_59.N_988 Pond 49 0 0 94.835 78 0 00:56 35.92 Pond_319 102.981100 243.935 2 0 02:10 4.26 POND_320 13.970 1 0 0 61.001 5 0 02:14 2.15 Pond_108-Pheasant_Ridge_27.754 N_Pond 16 0 0 105.350 61 0 01:46 16.69 POND_324 12.348 39 0 0 29.677 95 0 02:16 0.51 POND_328 0.409200 7.993450 00:503.28 Pond_329 96.009 1 0 0 279.282 2 0 02:09 6.21 Ernst Engineering - Old Town North 3rd Filing modeling into most current NECCO SWMM SWMM 5.1 Page 1 Average Average Evap Exfil Maximum Maximum Day of Hour of Maximum Storage Volume Percent Percent Percent Volume Percent Maximum Maximum Outflow Unit 1000 ft3 Full Loss Loss 1000 ft3 Full Volume Volume CFS POND_330 7.939100 22.09720 02:360.50 POND_402 65.801 27 0 0 188.481 77 0 02:08 4.06 POND_412 16.457 19 0 0 72.120 81 0 02:28 2.71 Pond_416 468.332300 864.143 6 0 03:01 14.10 POND_417 142.785 38 0 0 349.312 93 0 02:15 6.44 POND_418 73.898 1 0 0 199.794 1 0 02:11 4.11 Pond_419 232.670200 971.057 7 0 02:08 32.39 Pond_421 181.281 34 0 0 342.915 63 0 02:43 4.93 Pond_422 905.051700 1450.651 11 0 02:14 15.05 Pond_423 225.240200 458.981 3 0 02:11 6.71 Pond_425 183.826000 710.487 1 0 02:09 22.43 Pond_427 18.808 6 0 0 51.400 18 0 01:19 14.73 Pond_428 4.140200 123.029 64 0 00:50 120.02 Pond_429 1.703100 50.343260 00:49 91.97 Pond_432 1.954400 43.510780 00:47 55.64 Pond_433 53.930 28 0 0 138.807 72 0 00:57 35.37 Pond_434 2.743100 152.384 52 0 00:45 362.36 Pond_437 295.439200 539.708 4 0 02:17 7.11 Pond_440 284.973100 663.961 1 0 02:47 12.01 Pond_454 41.909 0 0 0 300.517 1 0 01:54 28.54 Pond_455 89.666 20 0 0 219.355 49 0 01:03 77.21 Pond_456 58.155 0 0 0 211.437 0 0 02:13 6.43 Pond_460 34.928 0 0 0 162.775 1 0 02:12 6.85 Pond_463 24.682 18 0 0 79.006 57 0 00:57 34.20 Pond_464 72.291 0 0 0 304.998 1 0 02:23 10.96 Pond_493 36.344 0 0 0 166.468 1 0 02:08 6.88 Ernst Engineering - Old Town North 3rd Filing modeling into most current NECCO SWMM SWMM 5.1 Page 2 Average Average Evap Exfil Maximum Maximum Day of Hour of Maximum Storage Volume Percent Percent Percent Volume Percent Maximum Maximum Outflow Unit 1000 ft3 Full Loss Loss 1000 ft3 Full Volume Volume CFS Pond_494 64.961 0 0 0 198.278 0 0 02:19 4.65 Pond_498 15.826 0 0 0 73.833 0 0 02:07 2.98 POND_604 14.899 22 0 0 42.692 63 0 02:13 0.92 POND_612 9.087100 53.90040 02:063.24 Pond_620 49.292 0 0 0 147.441 1 0 02:09 3.38 Pond_621 27.549 0 0 0 90.437 0 0 02:09 2.29 POND_626 13.271 20 0 0 44.933 66 0 02:12 1.18 Pond_801-Waterfield 428.313700 717.845 11 0 02:55 8.87 Pond_802-NECCO_phaseIII 2844.149 38 0 0 5573.125 75 0 06:58 240.00 Pond_803 43.534 16 0 0 186.841 68 0 02:08 11.19 Pond_820-Lindenmeier_1816.Lake 289500 1956.291 5 1 00:00 0.90 POND_824 16.340 13 0 0 55.792 45 0 02:12 1.49 POND_825 13.622 34 0 0 31.285 78 0 02:17 0.51 Pond_890 23.440 26 0 0 70.671 77 0 00:58 267.28 Pond_Evergreen_West 123.221 20 0 0 429.542 69 0 01:02 116.80 Pond_Redwing_Marsh 79.856 12 0 0 282.813 43 0 02:05 21.42 Pond_Redwood 301.525 49 0 0 411.866 67 0 03:06 11.60 Regional_Pond 816.342 39 0 0 1803.946 86 0 02:10 133.22 Pond-OldTown3rdWest 0.116200 4.924880 00:48 15.37 Pond-OldTown3rdEast 1.856700 19.856780 01:026.57 Ernst Engineering - Old Town North 3rd Filing modeling into most current NECCO SWMM SWMM 5.1 Page 3 Link Flow Summary Maximum Day of Hour of Maximum Max / Max / |Flow| Maximum Maximum |Velocity| Full Full Link Type CFS Flow Flow ft/sec Flow Depth 112_Overflow CHANNEL 127.74 0 00:40 0.90 0.01 0.58 18 CONDUIT 610.35 0 02:05 6.23 0.26 0.51 158 CONDUIT 142.24 0 00:45 3.55 0.03 0.27 209 CONDUIT 4.07 0 00:39 2.03 0.57 1.00 227 CHANNEL 14.97 0 00:40 1.50 0.01 0.15 228 CHANNEL 30.71 0 00:41 2.80 0.01 0.16 232 CONDUIT 34.87 0 00:55 0.58 0.18 0.71 240 CONDUIT 37.57 0 00:46 2.31 0.00 0.06 245 CONDUIT 9.46 0 01:21 1.79 0.05 0.33 270 CONDUIT 9.55 0 02:21 1.26 0.03 0.26 280 CONDUIT 12.28 0 03:14 2.89 0.39 0.58 285 CHANNEL 26.37 0 01:11 2.21 0.20 0.49 300_Outlet CONDUIT 20.63 0 00:36 6.57 1.38 1.00 302_Outlet CONDUIT 12.59 0 07:38 8.85 1.69 0.87 518 CONDUIT 364.54 0 02:07 4.99 0.18 0.41 519 CONDUIT 359.33 0 02:19 6.36 0.35 0.34 520 CONDUIT 27.32 0 07:42 0.95 0.01 0.13 521 CONDUIT 61.21 0 00:42 1.33 0.14 0.66 522 CHANNEL 10.91 0 02:13 0.90 0.23 0.80 523 CHANNEL 27.19 0 00:53 1.22 0.03 0.38 524 CHANNEL 30.57 0 03:59 1.01 0.13 0.52 525 CHANNEL 27.77 0 06:43 2.23 0.10 0.38 526 CONDUIT 120.73 0 00:54 1.93 0.44 0.68 527 CONDUIT 136.28 0 01:02 5.69 0.24 0.45 527B CONDUIT 105.81 0 01:28 3.49 0.15 0.49 Ernst Engineering - Old Town North 3rd Filing modeling into most current NECCO SWMM SWMM 5.1 Page 1 Maximum Day of Hour of Maximum Max / Max / |Flow| Maximum Maximum |Velocity| Full Full Link Type CFS Flow Flow ft/sec Flow Depth 528 CONDUIT 132.82 0 01:18 2.94 0.25 0.56 529 CONDUIT 132.29 0 01:23 2.24 0.26 0.78 530 CONDUIT 432.66 0 00:56 2.87 0.21 0.57 531 CHANNEL 49.17 0 00:41 2.92 0.24 0.76 532 CONDUIT 42.32 0 01:13 0.44 0.06 0.33 533 CONDUIT 50.98 0 01:44 0.61 0.04 0.30 534 CHANNEL 50.60 0 01:45 1.16 0.88 1.00 535 CONDUIT 358.71 0 00:47 9.09 0.04 0.26 537 CONDUIT 462.26 0 00:42 7.39 0.43 0.68 538 CONDUIT 676.43 0 00:49 3.61 0.29 0.65 539 CONDUIT 775.00 0 00:50 4.75 0.32 0.61 540 CHANNEL 282.25 0 06:29 2.50 0.31 0.47 541 CONDUIT 6.14 0 05:39 0.24 0.00 0.19 543 CONDUIT 135.53 0 00:40 1.10 0.37 0.96 544 CHANNEL 314.08 0 01:13 1.20 0.07 0.41 545 CONDUIT 397.05 0 02:46 3.22 0.18 0.42 546 CHANNEL 49.97 0 02:41 1.92 0.11 0.38 547 CHANNEL 50.00 0 02:42 2.34 0.08 0.36 548 CHANNEL 57.76 0 00:42 2.82 0.17 0.71 549 CHANNEL 189.73 0 00:46 3.28 0.41 0.84 550 CONDUIT 728.90 0 01:15 1.71 0.15 0.49 551 CONDUIT 36.27 0 00:40 0.28 0.01 0.66 554 CONDUIT 224.64 0 00:44 2.50 0.11 0.48 555 CONDUIT 497.22 0 00:43 3.10 0.14 0.65 556 CONDUIT 817.13 0 00:47 6.98 0.46 0.68 557 CONDUIT 16.45 0 00:55 0.10 0.03 0.62 Ernst Engineering - Old Town North 3rd Filing modeling into most current NECCO SWMM SWMM 5.1 Page 2 Maximum Day of Hour of Maximum Max / Max / |Flow| Maximum Maximum |Velocity| Full Full Link Type CFS Flow Flow ft/sec Flow Depth 558 CONDUIT 606.87 0 02:17 6.57 0.22 0.49 560 CHANNEL 70.78 0 01:24 1.06 0.29 0.91 570 CONDUIT 8.85 0 03:37 0.26 0.00 0.22 575 CONDUIT 64.61 0 00:50 1.88 0.35 0.72 580 CONDUIT 39.17 0 02:28 0.93 0.01 0.17 585 CHANNEL 6.97 0 02:11 0.92 0.00 0.07 590 CONDUIT 38.24 0 04:48 0.62 0.00 0.13 591 CONDUIT 165.76 0 00:41 5.08 0.25 0.57 592 CONDUIT 398.46 0 02:46 2.76 0.24 0.49 593 CONDUIT 160.77 0 00:55 0.93 0.02 0.22 595 CONDUIT 755.14 0 00:52 5.61 0.39 1.00 596 CHANNEL 346.22 0 02:17 4.09 0.55 0.70 597 CONDUIT 600.00 0 00:37 1.72 0.03 0.67 599 CONDUIT 12.09 0 05:14 0.85 0.00 0.13 741 CHANNEL 304.96 0 01:26 2.17 0.56 0.91 744 CHANNEL 405.68 0 02:12 2.90 0.62 0.87 902 CONDUIT 13.12 0 01:17 0.93 0.00 0.17 903 CONDUIT 244.57 0 05:00 2.04 0.46 0.99 904 CONDUIT 254.01 0 05:14 2.66 0.09 0.30 905 CONDUIT 253.93 0 05:20 2.45 0.11 0.33 910 CONDUIT 268.28 0 01:09 2.86 0.10 0.37 915 CONDUIT 277.47 0 01:22 2.31 0.14 0.40 920 CONDUIT 289.64 0 01:32 2.50 0.15 0.42 925 CONDUIT 386.61 0 01:14 2.41 0.12 0.45 926 CONDUIT 399.82 0 01:17 2.23 0.20 0.48 928 CONDUIT 430.78 0 01:18 2.26 0.22 0.50 Ernst Engineering - Old Town North 3rd Filing modeling into most current NECCO SWMM SWMM 5.1 Page 3 Maximum Day of Hour of Maximum Max / Max / |Flow| Maximum Maximum |Velocity| Full Full Link Type CFS Flow Flow ft/sec Flow Depth 929 CHANNEL 172.51 0 00:42 8.19 0.40 0.70 930 CONDUIT 464.57 0 01:16 2.45 0.27 0.50 931 CONDUIT 478.62 0 01:18 2.44 0.24 0.51 932 CONDUIT 520.44 0 01:19 2.51 0.23 0.53 934 CONDUIT 298.11 0 00:43 4.94 0.07 0.36 936 CONDUIT 591.33 0 01:14 2.98 0.30 0.55 938 CONDUIT 609.04 0 01:13 3.28 0.30 0.56 940 CONDUIT 595.28 0 01:25 3.74 0.56 0.54 941 CHANNEL 191.66 0 00:40 7.66 0.60 0.77 942 CHANNEL 145.84 0 00:42 4.81 0.04 0.26 943 CHANNEL 111.75 0 00:40 7.92 0.02 0.18 944 CHANNEL 298.04 0 00:40 9.79 0.04 0.26 945 CHANNEL 228.38 0 00:40 8.90 0.03 0.24 946 CHANNEL 90.93 0 00:41 4.75 0.02 0.21 947 CONDUIT 6.40 0 02:30 1.46 0.14 0.41 948 CONDUIT 585.09 0 01:34 3.93 0.30 0.52 949 CONDUIT 579.70 0 01:44 3.52 0.35 0.44 951 CONDUIT 329.86 0 02:01 6.49 0.20 0.56 952 CONDUIT 327.91 0 02:09 4.82 0.36 0.53 957 CHANNEL 3.00 0 15:25 2.71 0.00 0.07 963 CONDUIT 578.27 0 01:49 4.39 0.15 0.37 973 CONDUIT 695.06 0 00:59 6.73 0.35 0.49 990 CONDUIT 12.92 0 01:01 0.30 0.01 0.59 Basin_112_OverflowCHANNEL 92.96 0 00:42 2.54 0.03 0.48 Basin_912 CONDUIT 125.09 0 01:05 4.56 1.28 0.91 Boubler-swale CONDUIT 39.42 0 06:44 1.00 0.32 0.98 Ernst Engineering - Old Town North 3rd Filing modeling into most current NECCO SWMM SWMM 5.1 Page 4 Maximum Day of Hour of Maximum Max / Max / |Flow| Maximum Maximum |Velocity| Full Full Link Type CFS Flow Flow ft/sec Flow Depth Carryover_from_INLET_CHANNEL B10A 24.53 0 00:40 2.82 0.01 0.14 Channel_330 CHANNEL 125.65 0 01:09 3.42 0.41 0.59 Diversion-527 CONDUIT 12.73 0 00:55 0.25 0.18 0.71 EG_Outlet_3 CONDUIT 77.32 0 01:10 6.38 15.80 0.67 EG_Outlet_4 CONDUIT 77.32 0 01:10 7.39 0.89 0.60 Evergreen_West_Outlet CONDUIT 116.80 0 01:02 11.58 2.54 0.97 EX_SS_112 CONDUIT 27.80 0 00:40 8.99 1.24 1.00 EX_SS_14 CONDUIT 24.23 0 00:40 5.13 0.51 0.64 EX_SS_15 CONDUIT 39.18 0 00:41 6.44 0.83 0.80 Lateral_A2A CONDUIT 11.60 0 05:29 10.21 1.99 1.00 Lateral_A2B CONDUIT 80.72 0 00:39 8.09 0.83 1.00 Lateral_A2D CONDUIT 69.15 0 00:41 5.50 0.60 1.00 LATERAL_A5A CONDUIT 24.82 0 00:40 4.59 0.65 1.00 LATERAL_A5B CONDUIT 47.14 0 00:40 2.94 0.08 1.00 LATERAL_A6 CONDUIT 73.99 0 00:40 6.67 0.83 1.00 LATERAL_A7A CONDUIT 14.69 0 00:40 7.47 0.65 0.88 LATERAL_A7B CONDUIT 13.67 0 00:40 8.72 0.56 1.00 LATERAL_A8A CONDUIT 23.56 0 00:40 4.86 0.39 1.00 LATERAL_A8B CONDUIT 11.44 0 00:40 2.33 0.60 1.00 LATERAL_A9A CONDUIT 50.50 0 00:40 5.53 0.92 1.00 LATERAL_A9B CONDUIT 24.06 0 00:40 4.90 1.27 1.00 LATERAL_B10A CONDUIT 53.00 0 00:36 6.34 0.74 1.00 LATERAL_B10B CONDUIT 25.93 0 00:40 2.55 0.35 1.00 LATERAL_B4A CONDUIT 38.45 0 00:44 7.83 0.89 1.00 LATERAL_B4B CONDUIT 31.97 0 00:40 6.51 0.64 1.00 LATERAL_B5A CONDUIT 49.98 0 00:39 10.27 1.15 1.00 Ernst Engineering - Old Town North 3rd Filing modeling into most current NECCO SWMM SWMM 5.1 Page 5 Maximum Day of Hour of Maximum Max / Max / |Flow| Maximum Maximum |Velocity| Full Full Link Type CFS Flow Flow ft/sec Flow Depth LATERAL_B6A CONDUIT 19.87 0 00:40 7.60 0.89 0.78 LATERAL_B7A CONDUIT 25.76 0 00:40 9.19 0.79 0.84 LATERAL_B8A CONDUIT 11.73 0 00:40 7.47 0.36 0.50 LATERAL_B9A CONDUIT 52.64 0 00:45 4.19 0.49 1.00 LATERAL_B9B CONDUIT 19.19 0 00:40 1.53 0.28 1.00 LATERAL_C4A CONDUIT 9.67 0 00:39 2.56 0.17 1.00 LATERAL_C4B CONDUIT 24.69 0 00:43 8.15 0.56 1.00 LATERAL_C6A CONDUIT 10.69 0 00:40 2.99 0.18 1.00 LATERAL_C6B CONDUIT 9.32 0 00:41 5.68 0.12 1.00 LATERAL_E1C CONDUIT 58.48 0 00:40 5.96 1.03 1.00 Necco_phaseIII-outfall CONDUIT 240.00 0 03:26 10.18 2.05 1.00 OTNSTORM_1 CONDUIT 19.02 0 00:42 6.80 0.40 0.99 OTNSTORM_2 CONDUIT 17.80 0 01:09 6.08 1.39 1.00 OTNSTORM_2A CONDUIT 19.02 0 00:42 8.50 0.69 1.00 OTNSTORM_3 CONDUIT 17.80 0 01:09 5.67 1.33 1.00 OTNSTORM_4 CONDUIT 17.80 0 01:08 5.67 1.24 1.00 OTNSTORM_5 CONDUIT 17.81 0 01:03 5.67 1.20 1.00 OTNSTORM_bend CONDUIT 22.44 0 00:41 15.70 0.16 1.00 Overflow_B5 CHANNEL 9.83 0 00:41 1.59 0.00 0.12 Overflow_C210 CHANNEL 15.72 0 00:46 0.58 0.01 0.28 Overflow_C29 CHANNEL 0.00 0 00:00 0.00 0.00 0.08 Overflow_In803 CHANNEL 0.00 0 00:43 0.00 0.00 0.00 Overflow_IN804 CHANNEL 0.00 0 00:00 0.00 0.00 0.00 Overflow_inA7 CHANNEL 0.00 0 00:40 0.00 0.00 0.00 Overflow_inA8 CHANNEL 0.00 0 00:00 0.00 0.00 0.00 Overflow_InA8b CHANNEL 0.00 0 00:00 0.00 0.00 0.00 Ernst Engineering - Old Town North 3rd Filing modeling into most current NECCO SWMM SWMM 5.1 Page 6 Maximum Day of Hour of Maximum Max / Max / |Flow| Maximum Maximum |Velocity| Full Full Link Type CFS Flow Flow ft/sec Flow Depth Overflow_inA9 CHANNEL 0.00 0 00:00 0.00 0.00 0.00 Overflow_inB4 CHANNEL 0.16 0 00:39 0.20 0.00 0.08 Overflow_inC6 CHANNEL 0.00 0 00:00 0.00 0.00 0.00 Overflow_inletC3 CONDUIT 0.22 0 00:42 1.17 0.00 0.03 Overflow_OT1 CHANNEL 0.00 0 00:00 0.00 0.00 0.00 Overflow_OT1a CHANNEL 0.00 0 00:00 0.00 0.00 0.00 Overflow_OT2 CHANNEL 0.00 0 00:00 0.00 0.00 0.00 Overflow_OT2a CHANNEL 0.00 0 00:00 0.00 0.00 0.00 Overflow_OT3 CHANNEL 0.00 0 00:00 0.00 0.00 0.00 Overflow_OT4 CHANNEL 0.00 0 00:00 0.00 0.00 0.00 Redwood_Outlet CONDUIT 11.60 0 05:29 9.45 1.80 1.00 Side_11 CHANNEL 56.96 0 00:40 4.44 0.01 0.20 Side_25 CHANNEL 10.21 0 00:51 0.90 0.12 0.28 Side_26 CHANNEL 5.66 0 00:44 1.01 0.05 0.11 Side_27 CHANNEL 0.00 0 00:00 0.00 0.00 0.04 Side_J4 CHANNEL 1.66 0 00:44 0.14 0.00 0.17 Side_J7 CHANNEL 37.98 0 00:44 1.47 0.08 0.25 Side_J8 CHANNEL 69.64 0 00:43 3.51 0.02 0.22 SS_101 CONDUIT 130.57 0 00:40 8.80 1.09 0.71 SS_12 CONDUIT 51.14 0 00:41 7.50 0.99 0.92 SS_203 CONDUIT 0.78 0 02:15 4.30 1.19 1.00 SS_300B CONDUIT 20.57 0 00:48 7.41 1.13 0.85 SS_400 CONDUIT 78.93 0 00:40 4.96 0.52 1.00 SS_401 CONDUIT 115.93 0 00:39 7.29 1.25 1.00 SS_500 CONDUIT 20.63 0 00:37 6.60 1.58 1.00 SS_501 CONDUIT 20.56 0 00:49 16.00 0.83 0.43 Ernst Engineering - Old Town North 3rd Filing modeling into most current NECCO SWMM SWMM 5.1 Page 7 Maximum Day of Hour of Maximum Max / Max / |Flow| Maximum Maximum |Velocity| Full Full Link Type CFS Flow Flow ft/sec Flow Depth SS_502 CHANNEL 25.62 0 00:38 1.48 0.00 0.39 SS_601 CONDUIT 49.07 0 00:40 5.00 0.71 1.00 SS_602 CONDUIT 34.65 0 00:40 7.06 1.18 1.00 SS_801 CONDUIT 57.91 0 00:39 6.06 0.61 1.00 SS_803 CONDUIT 95.54 0 00:44 7.60 1.01 1.00 SS_804 CONDUIT 228.01 0 00:42 9.60 1.01 1.00 SS_805 CONDUIT 281.33 0 00:41 12.12 1.25 1.00 SS_806 CONDUIT 36.39 0 00:36 5.15 1.16 1.00 SS_807 CONDUIT 27.37 0 00:37 3.88 0.88 1.00 SS_810 CONDUIT 8.71 0 00:40 1.22 0.08 1.00 SS_913A CONDUIT 127.58 0 00:40 10.53 3.27 0.92 SS_914b CONDUIT 74.92 0 00:41 8.76 0.71 0.65 SS_A6 CONDUIT 73.18 0 00:43 4.58 0.46 0.82 SS_A6a CONDUIT 72.08 0 00:42 6.78 0.67 0.69 SS_C10 CONDUIT 4.81 0 02:24 3.92 1.17 1.00 SS_C11 CONDUIT 9.65 0 00:25 7.86 1.93 1.00 SS_C12 CONDUIT 6.46 0 02:09 5.46 1.87 1.00 SS_C13 CONDUIT 14.83 0 01:48 4.22 1.01 1.00 SS_C14 CONDUIT 25.88 0 00:41 6.66 1.39 1.00 SS_C15 CONDUIT 24.84 0 00:31 6.39 0.99 1.00 SS_C16 CONDUIT 28.59 0 00:42 9.45 1.86 1.00 SS_C17 CONDUIT 28.50 0 00:42 9.41 0.55 1.00 SS_C8 CONDUIT 4.75 0 02:39 3.87 1.46 1.00 SS_C9 CONDUIT 4.76 0 02:36 2.59 0.22 1.00 SS_redwood_out_b CONDUIT 69.18 0 00:41 5.66 0.71 1.00 Storm_A02 CONDUIT 384.68 0 00:45 9.70 1.02 1.00 Ernst Engineering - Old Town North 3rd Filing modeling into most current NECCO SWMM SWMM 5.1 Page 8 Maximum Day of Hour of Maximum Max / Max / |Flow| Maximum Maximum |Velocity| Full Full Link Type CFS Flow Flow ft/sec Flow Depth Storm_A03 CONDUIT 354.88 0 00:44 8.62 1.06 1.00 Storm_A04 CONDUIT 349.52 0 00:43 8.48 1.10 0.97 Storm_A05 CONDUIT 266.68 0 00:47 10.86 1.42 0.93 Storm_A06 CONDUIT 258.98 0 00:46 9.78 1.15 1.00 Storm_A07 CONDUIT 242.44 0 00:43 8.95 1.38 1.00 Storm_A08 CONDUIT 167.97 0 02:04 12.16 1.40 1.00 Storm_A09 CONDUIT 167.00 0 02:04 10.77 1.88 1.00 Storm_A10 CONDUIT 162.95 0 02:04 10.27 1.75 1.00 Storm_A11 CONDUIT 162.96 0 02:04 10.25 1.81 1.00 Storm_A12 CONDUIT 132.80 0 02:21 8.35 1.43 1.00 Storm_A13 CONDUIT 132.72 0 02:22 8.35 1.43 1.00 Storm_A14 CONDUIT 132.74 0 02:21 10.56 1.26 1.00 Storm_B01 CONDUIT 254.87 0 00:40 9.58 1.27 1.00 Storm_B02 CONDUIT 220.71 0 00:43 9.29 1.39 1.00 Storm_B03 CONDUIT 220.73 0 00:43 9.20 1.60 1.00 Storm_B04 CONDUIT 220.75 0 00:43 9.20 1.75 1.00 Storm_B05 CONDUIT 220.68 0 00:42 9.29 1.40 1.00 Storm_B05a CONDUIT 220.72 0 00:43 9.20 1.52 1.00 Storm_B06 CONDUIT 220.69 0 00:42 13.88 2.43 1.00 Storm_B07 CONDUIT 135.30 0 00:46 8.51 1.39 1.00 Storm_B08 CONDUIT 133.94 0 00:46 8.42 1.46 1.00 Storm_B09 CONDUIT 100.00 0 00:45 6.29 0.61 1.00 Storm_B10 CONDUIT 46.02 0 00:47 6.39 1.41 1.00 Storm_B11 CONDUIT 30.25 0 00:39 4.27 0.92 1.00 Storm_B12 CONDUIT 11.25 0 00:40 2.29 0.33 1.00 Storm_C1 CONDUIT 56.02 0 00:40 8.04 1.76 1.00 Ernst Engineering - Old Town North 3rd Filing modeling into most current NECCO SWMM SWMM 5.1 Page 9 Maximum Day of Hour of Maximum Max / Max / |Flow| Maximum Maximum |Velocity| Full Full Link Type CFS Flow Flow ft/sec Flow Depth Storm_C2 CONDUIT 56.01 0 00:40 7.92 1.91 1.00 Storm_C3 CONDUIT 43.52 0 00:40 6.16 1.41 1.00 Storm_C4 CONDUIT 43.52 0 00:40 6.16 1.38 1.00 Storm_C5 CONDUIT 35.22 0 00:39 4.98 1.14 1.00 Storm_C6 CONDUIT 35.25 0 00:39 4.99 1.13 1.00 Storm_C7 CONDUIT 35.25 0 00:39 4.99 1.14 1.00 Storm_C8 CONDUIT 35.30 0 00:39 4.99 1.13 1.00 Storm_C9 CONDUIT 42.42 0 00:37 6.04 1.36 1.00 Storm_L1 CONDUIT 76.88 0 01:14 6.80 0.97 0.84 Storm_L2 CONDUIT 76.89 0 01:13 6.50 0.97 0.89 Storm_L3 CONDUIT 77.13 0 01:11 7.09 0.97 0.83 Storm_L4 CONDUIT 77.27 0 01:10 7.19 0.97 0.85 Storm_L5 CONDUIT 77.31 0 01:10 5.47 1.28 1.00 Swale_700 CHANNEL 121.77 0 01:03 2.15 0.07 0.40 Swale_BluesruceSwale-CHANNEL 1 12.59 0 07:40 1.23 0.01 0.19 Swale_BluesruceSwale-CHANNEL 2 46.02 0 00:42 2.12 0.02 0.22 Swale_BluesruceSwale-CHANNEL 3 44.01 0 00:44 1.66 0.02 0.30 Swale_Evergreen_Inlet CHANNEL 306.38 0 00:41 6.30 0.20 0.46 Vine_1 CHANNEL 0.00 0 00:00 0.00 0.00 0.00 VIne_2 CHANNEL 0.00 0 00:00 0.00 0.00 0.00 Vine_3 CHANNEL 0.00 0 00:00 0.00 0.00 0.00 Vine_4 CHANNEL 0.00 0 00:00 0.00 0.00 0.00 Vine_C1 CHANNEL 0.16 0 00:42 0.80 0.00 0.03 Vine_C2 CHANNEL 0.00 0 00:43 0.00 0.00 0.00 Vine_C3 CHANNEL 0.00 0 00:00 0.00 0.00 0.00 Vine_C4 CHANNEL 0.00 0 00:00 0.00 0.00 0.00 Ernst Engineering - Old Town North 3rd Filing modeling into most current NECCO SWMM SWMM 5.1 Page 10 Maximum Day of Hour of Maximum Max / Max / |Flow| Maximum Maximum |Velocity| Full Full Link Type CFS Flow Flow ft/sec Flow Depth EX-24in_Vine CONDUIT 21.88 0 00:43 7.45 0.93 0.88 EX-4-48in CONDUIT 26.41 0 00:45 7.76 0.21 0.35 EX-12in_Vine CONDUIT 2.42 0 00:45 6.21 2.20 0.97 53 CONDUIT 24.30 0 01:08 1.02 0.03 0.60 54 CONDUIT 244.24 0 03:38 2.02 0.69 0.94 OTN-COND4 CONDUIT 15.37 0 00:48 6.46 0.16 0.51 OTN-COND2 CONDUIT 11.36 0 00:40 3.62 0.80 1.00 OTN-COND3 CONDUIT 9.27 0 00:36 1.89 0.36 1.00 OTN-COND1 CONDUIT 11.38 0 00:40 3.62 0.79 1.00 101Outfall ORIFICE 4.97 0 02:13 1.00 110Outfall ORIFICE 9.52 0 01:09 1.00 113Outfall ORIFICE 6.81 0 00:39 1.00 115Outfall ORIFICE 4.32 0 02:14 1.00 116Outfall ORIFICE 4.68 0 02:12 1.00 129Outfall ORIFICE 9.60 0 02:07 1.00 224Outfall ORIFICE 1.18 0 02:12 1.00 226Outfall ORIFICE 4.07 0 02:14 1.00 229Outfall ORIFICE 0.47 0 02:07 1.00 304Outfall ORIFICE 5.74 0 00:40 1.00 307Outfall ORIFICE 11.68 0 03:35 1.00 313Outfall ORIFICE 1.51 0 03:18 1.00 319Outfall ORIFICE 4.26 0 02:10 1.00 320Outfall ORIFICE 2.15 0 02:14 1.00 324Outfall ORIFICE 0.51 0 02:16 1.00 328Outfall ORIFICE 3.96 0 00:39 1.00 329Outfall ORIFICE 6.21 0 02:09 1.00 Ernst Engineering - Old Town North 3rd Filing modeling into most current NECCO SWMM SWMM 5.1 Page 11 Maximum Day of Hour of Maximum Max / Max / |Flow| Maximum Maximum |Velocity| Full Full Link Type CFS Flow Flow ft/sec Flow Depth 330Outfall ORIFICE 0.50 0 02:36 1.00 402Outfall ORIFICE 4.06 0 02:08 1.00 412Outfall ORIFICE 2.71 0 02:28 1.00 416Outfall ORIFICE 14.10 0 10:51 1.00 417Outfall ORIFICE 6.44 0 02:15 1.00 418Outfall ORIFICE 4.11 0 02:11 1.00 419Outfall ORIFICE 32.39 0 02:08 1.00 421Outfall ORIFICE 4.93 0 02:43 1.00 422Outfall ORIFICE 15.05 0 00:57 1.00 423Outfall ORIFICE 6.71 0 02:11 1.00 425Outfall ORIFICE 22.43 0 02:09 1.00 428Outlet ORIFICE 120.02 0 00:49 0.75 429Outfall ORIFICE 91.97 0 00:49 0.58 433Outfall ORIFICE 35.37 0 00:51 0.89 437Outfall ORIFICE 7.11 0 02:01 1.00 440Outfall ORIFICE 12.01 0 02:47 1.00 454Outfall ORIFICE 28.54 0 01:54 1.00 456Outfall ORIFICE 6.43 0 02:12 1.00 460Outfall ORIFICE 6.85 0 02:12 1.00 463Outfall ORIFICE 12.33 0 00:34 1.00 464Outfall ORIFICE 10.96 0 02:23 1.00 493Outfall ORIFICE 6.88 0 02:08 1.00 494Outfall ORIFICE 4.65 0 02:19 1.00 498Outfall ORIFICE 2.98 0 02:07 1.00 604Outfall ORIFICE 0.92 0 02:32 1.00 612Outfall ORIFICE 3.24 0 02:06 1.00 Ernst Engineering - Old Town North 3rd Filing modeling into most current NECCO SWMM SWMM 5.1 Page 12 Maximum Day of Hour of Maximum Max / Max / |Flow| Maximum Maximum |Velocity| Full Full Link Type CFS Flow Flow ft/sec Flow Depth 620Outfall ORIFICE 3.38 0 02:09 1.00 621Outfall ORIFICE 2.29 0 02:09 1.00 626Outfall ORIFICE 1.91 0 00:39 1.00 801Outfall ORIFICE 8.87 0 02:49 1.00 804Outfall ORIFICE 14.73 0 01:09 1.00 824Outfall ORIFICE 1.49 0 02:12 1.00 825Outfall ORIFICE 0.86 0 00:39 1.00 890Outfall ORIFICE 52.09 0 00:46 1.00 OTN_Outfall ORIFICE 17.10 0 02:36 1.00 Redwing_Marsh_outfall ORIFICE 4.75 0 02:39 1.00 Redwing_Outfall ORIFICE 21.42 0 00:38 1.00 Redwood_Weir1 ORIFICE 11.33 0 05:29 Redwood_Weir2 ORIFICE 0.54 0 00:32 1.00 Regional_LowFlow ORIFICE 3.91 0 08:51 1.00 128Out WEIR 19.17 0 02:12 0.11 Evergreen_Weir WEIR 77.31 0 01:10 0.45 Pond_463Overflow WEIR 33.38 0 00:55 0.63 Pond_890Overflow WEIR 219.65 0 00:58 0.56 Redwing_out WEIR 0.00 0 00:00 0.00 REGIONALPOND_OUTLET WEIR 131.94 0 02:22 1.00 Side_J10 WEIR 68.28 0 00:43 0.40 Weir-300_Pond WEIR 236.88 0 00:49 0.83 315OUTFALL DUMMY 35.92 0 00:56 108OUTFALL DUMMY 16.69 0 01:46 332OUTFALL DUMMY 55.64 0 00:47 434Outfall DUMMY 362.36 0 00:45 Ernst Engineering - Old Town North 3rd Filing modeling into most current NECCO SWMM SWMM 5.1 Page 13 Maximum Day of Hour of Maximum Max / Max / |Flow| Maximum Maximum |Velocity| Full Full Link Type CFS Flow Flow ft/sec Flow Depth 803OUTFALL DUMMY 11.19 0 02:08 820OUTFALL DUMMY 0.90 1 00:00 875OUTFALL DUMMY 77.21 0 01:03 Ernst Engineering - Old Town North 3rd Filing modeling into most current NECCO SWMM SWMM 5.1 Page 14 [TITLE] ;;Project Title/Notes Ernst Engineering - Old Town North 3rd Filing modeling into most current NECCO SWMM obtained from Ayres on March 28, 2016. [OPTIONS] ;;Option Value FLOW_UNITS CFS INFILTRATION HORTON FLOW_ROUTING DYNWAVE LINK_OFFSETS DEPTH MIN_SLOPE 0 ALLOW_PONDING YES SKIP_STEADY_STATE NO START_DATE 01/23/2014 START_TIME 00:00:00 REPORT_START_DATE 01/23/2014 REPORT_START_TIME 00:00:00 END_DATE 01/24/2014 END_TIME 00:00:00 SWEEP_START 01/01 SWEEP_END 12/31 DRY_DAYS 0 REPORT_STEP 00:01:00 WET_STEP 00:05:00 DRY_STEP 01:00:00 ROUTING_STEP 0:00:05 INERTIAL_DAMPING PARTIAL NORMAL_FLOW_LIMITED BOTH FORCE_MAIN_EQUATION H-W VARIABLE_STEP 0.75 LENGTHENING_STEP 5 MIN_SURFAREA 12.557 MAX_TRIALS 20 HEAD_TOLERANCE 0.005 SYS_FLOW_TOL 5 LAT_FLOW_TOL 5 MINIMUM_STEP 0.5 THREADS 1 [EVAPORATION] ;;Data Source Parameters ;;-------------- ---------------- CONSTANT 0.0 DRY_ONLY NO [RAINGAGES] ;;Name Format Interval SCF Source ;;-------------- --------- ------ ------ ---------- Rainfall INTENSITY 0:05 1.0 TIMESERIES 100-Year [SUBCATCHMENTS] ;;Name Rain Gage Outlet Area %Imperv Width %Slope CurbLen SnowPack ;;-------------- ---------------- ---------------- -------- -------- -------- -------- -------- ---------------- 12 Rainfall 591 6 90 250 2 0 15 Rainfall 591 9.3 90 1200 2 0 16 Rainfall 591 6.2 90 2000 2 0 26 Rainfall J_912 1.2 85 461 0.39 0 101 Rainfall Pond_101 29.3 61.1 2553 2.5 0 102 Rainfall POND_302 36.2 89.7 5251 0.78 0 103 Rainfall MH_101 13.7 86.1 6951 1 0 104 Rainfall Pond_Evergreen_West 35.7 46.7 4789 0.81 0 105 Rainfall 355 36.9 61.2 3243 3.0 0 106 Rainfall 240 10.00 42.7 1192 3.0 0 107 Rainfall Pond_315-Falcon_Ridge_N_Pond 18.9 44.4 1385 2.5 0 108 Rainfall Pond_108-Pheasant_Ridge_N_Pond 12.6 40 1098 4.8 0 109 Rainfall POND_109 11.3 50 1652 2 0 110 Rainfall Pond_110-Pheasant_Ridge_N_Pond 4.5 40 425 3.5 0 111 Rainfall Pond_307 31.6 40 3661 0.8 0 112 Rainfall EX_MH_112 21.3 64.5 3261 0.44 0 113 Rainfall Pond_113 21.2 90 3074 0.34 0 114 Rainfall Evergreen_East_Pond 52.7 40 7648 0.5 0 116 Rainfall Pond_116 24.2 40. 2104 3.2 0 117 Rainfall 354 44 30 2554 2.1 0 118 Rainfall J4 1.3 55 193 2 0 119 Rainfall Pond_Redwing_Marsh 13.1 60.2 1900 1.69 0 120 Rainfall Pond_Redwing_Marsh 11.4 65.4 7881 1 0 121 Rainfall Pond_Redwing_Marsh 9.8 30.7 6783 1.83 0 122 Rainfall POND_128 4.8 5 694 1 0 123 Rainfall Pond_Redwing_Marsh 3.3 55 4075 2 0 124 Rainfall INLET_B4B 3.4 85 2932 0.46 0 126 Rainfall MH_B1 4.4 90 643 0.5 0 127 Rainfall IN_805 6 90 878 0.5 0 128 Rainfall POND_128 16.4 90 2375 0.5 0 129 Rainfall Pond_129 22.4 41.6 1952 1.5 0 130 Rainfall 158 42.7 40 2662 2.0 0 140 Rainfall 939 7 95 760 3.6 0 155 Rainfall Pond_115 16.6 90 2404 0.4 0 203 Rainfall POND_203 2 85 936 0.83 0 204 Rainfall Swale_BluesruceSwale-2 4.6 85 1075 0.57 0 205 Rainfall EX_IN_205 1.8 86.7 255 1.54 0 206 Rainfall INLET_B7A 2.6 85 2309 0.53 0 207 Rainfall INLET_E2A 1.8 85 2401 0.5 0 209 Rainfall INLET_B8A 1.2 85 629 0.86 0 213 Rainfall INLET_A6 8.2 55 7256 0.49 0 214 Rainfall INLET_E2B 2.4 85 2852 0.66 0 220 Rainfall INLET_B5A 3.8 85 3668 0.37 0 221 Rainfall J3 0.2 85 296 0.25 0 224 Rainfall POND_224 4.2 90 656 0.5 0 225 Rainfall INLET_B10A 7.9 85 7635 0.64 0 226 Rainfall POND_226 17.5 90 2537 0.57 0 229 Rainfall POND_229 1.1 90 333 0.73 0 230 Rainfall MH_700 3.9 85 571 1 0 300 Rainfall POND_300 49.1 85 7124 1.07 0 304 Rainfall EX_IN_304 2.5 85 2500 0.65 0 305 Rainfall EX_IN_305 1.6 90 226 1.5 0 306 Rainfall MH_604 0.7 85 109 1.42 0 313 Rainfall POND_313 5.9 90 854 0.29 0 315 Rainfall INLET_C3A 3.3 85 475 1.65 0 316 Rainfall INLET_C4B 4.2 44.4 605 1.58 0 317 Rainfall MH_C29 5.1 37.6 738 0.5 0 318 Rainfall INLET_C4A 1 90 454 0.56 0 319 Rainfall Pond_319 21.6 90 6260 2 0 320 Rainfall POND_320 9.8 5 3436 0.25 0 321 Rainfall MH_914b 9.8 67.4 1975 0.46 0 324 Rainfall POND_324 2.6 90 399 0.5 0 326 Rainfall INLET_B6A 1.6 85 243 0.9 0 327 Rainfall Regional_Pond 10.3 90 1489 0.63 0 328 Rainfall POND_328 1.4 85 1898 1.26 0 329 Rainfall Pond_329 25.4 90 7374 2 0 330 Rainfall POND_330 2.2 90 27 1.94 0 402 Rainfall POND_402 17 90 19000 2 0 404 Rainfall IN_804 19.2 89.3 28892 0.44 0 413 Rainfall IN_810 1 90 216 0.35 0 414 Rainfall MH_913a 16 66.5 3634 0.41 0 415 Rainfall 518 70.0 30 7621 0.7 0 416 Rainfall Pond_416 68.2 88.7 9905 1 0 417 Rainfall POND_417 32.4 83.3 4703 0.5 0 418 Rainfall POND_418 18.1 90 2629 2 0 419 Rainfall Pond_419 112.5 50 16333 2.0 0 420 Rainfall Pond_801-Waterfield 86.6 50.0 1257 2.5 0 421 Rainfall Pond_421 40.7 50.0 886 2.0 0 422 Rainfall Pond_422 148.7 49. 21596 2.0 0 423 Rainfall Pond_423 40 90 11604 2.0 0 424 Rainfall Pond_803 20.4 90.0 683 1.0 0 425 Rainfall Pond_425 68.8 90.0 9993 1.0 0 426 Rainfall 525 7.1 90.0 1551 1.0 0 427 Rainfall Pond_427 14.1 40.0 1023 0.6 0 428 Rainfall Pond_428 36.8 90.0 4010 0.5 0 429 Rainfall Pond_429 23.6 90.0 1285 1.0 0 430 Rainfall 530 5.9 90.0 1709 0.5 0 431 Rainfall 531 10.2 55.0 635 0.4 0 432 Rainfall Pond_432 13.9 70.0 1500 1.0 0 433 Rainfall Pond_433 21.1 90.0 3068 1.0 0 434 Rainfall Pond_434 73.7 90.0 10700 1.0 0 435 Rainfall 537 60.6 90.0 5275 0.8 0 436 Rainfall 539 13.9 90.0 1343 0.6 0 437 Rainfall Pond_437 47.1 90.0 6800 1.0 0 438 Rainfall 630 22.2 50.0 645 1.0 0 439 Rainfall 543 18.9 90.0 2744 0.6 0 440 Rainfall Pond_440 79.2 60.0 1380 1.0 0 441 Rainfall 546 16.4 65.0 1789 0.5 0 442 Rainfall 548 8.9 80.0 1554 0.5 0 443 Rainfall 549 46.9 80.0 1362 0.4 0 444 Rainfall 595 19.5 90.0 708 0.8 0 445 Rainfall 611 17.2 90.0 2501 0.5 0 448 Rainfall 554 42.4 90.0 2309 0.4 0 449 Rainfall 555 55.3 85.0 4013 0.5 0 450 Rainfall 556 17.5 90.0 1905 0.4 0 451 Rainfall 557 10.6 65.0 9237 0.3 0 452 Rainfall 614 8.9 75.0 774 1.0 0 453 Rainfall 593 82.7 60.0 12008 1.3 0 454 Rainfall Pond_454 38.7 93 1533 1.5 0 455 Rainfall Pond_455 55 45 2396 0.6 0 456 Rainfall Pond_456 25.2 50 2744 0.6 0 460 Rainfall Pond_460 21.1 50.0 919 2.0 0 461 Rainfall 575 12.6 90.0 610 1.0 0 462 Rainfall 630 10.8 50.0 941 1.0 0 463 Rainfall Pond_463 18.7 50.0 1358 1.0 0 464 Rainfall Pond_464 52.1 10.0 5000 1.0 0 470 Rainfall 590 15.4 90.0 1118 1.3 0 480 Rainfall 941 31.7 50.0 1380 6.7 0 481 Rainfall 946 15 50.0 820 6.5 0 482 Rainfall 942 29.6 50.0 1610 2.0 0 483 Rainfall 943 17.7 50.0 1290 3.8 0 484 Rainfall 944 49.3 50.0 2390 5.5 0 485 Rainfall 934a 67.2 55.0 2440 2.2 0 486 Rainfall 945 28.2 70.0 2050 5.0 0 487 Rainfall Pond_820-Lindenmeier_Lake 105.8 41.9 11520 4.3 0 488 Rainfall Pond_820-Lindenmeier_Lake 92.3 5 20000 2 0 492 Rainfall 533 11.8 70.0 1300 0.01 0 493 Rainfall Pond_493 16.9 90.0 2400 1.0 0 494 Rainfall Pond_494 27.5 20 3500 1.0 0 517 Rainfall MH_C210 7.1 49.1 1458 0.79 0 604 Rainfall POND_604 3.9 90 561 0.83 0 612 Rainfall POND_612 6 90 873 0.85 0 620 Rainfall Pond_620 13.5 90 3916 1 0 621 Rainfall Pond_621 8.4 90 2426 1 0 622 Rainfall 521 13.2 87.3 1911 0.81 0 624 Rainfall INLET_B6A 0.6 58 431 0.57 0 626 Rainfall POND_626 4.2 90 603 0.72 0 627 Rainfall INLET_B5A 2 85 948 1.17 0 628 Rainfall INLET_B9A 1 85 576 0.77 0 704 Rainfall INLET_E21 5.2 85 1500 0.5 0 712 Rainfall J8 8.6 70.8 1243 0.72 0 724 Rainfall INLET_E2A 1.8 85 336 0.92 0 726 Rainfall Regional_Pond 14.8 90 2154 0.59 0 810 Rainfall IN_810 0 90 4061 0.5 0 812 Rainfall Pond_Redwood 5.2 90 1283 3.43 0 824 Rainfall POND_824 5.3 89.2 771 0.66 0 825 Rainfall POND_825 2.7 88.7 397 0.94 0 826 Rainfall INLET_B10B 2.6 89.4 3313 0.45 0 827 Rainfall INLET_B9B 2.2 85 339 0.53 0 830 Rainfall INLET_C6B 1.1 90 385 0.7 0 831 Rainfall INLET_C6A 1.1 90 507 0.64 0 850 Rainfall INLET_A5B 2.4 90 4051 0.76 0 851 Rainfall INLET_A5A 2 90 7972 0.76 0 860 Rainfall INLET_A7B 1.5 90 640 0.71 0 861 Rainfall INLET_A7A 1.5 90 861 0.7 0 870 Rainfall INLET_A8B 1.2 90 848 0.67 0 871 Rainfall INLET_A8A 1.3 90 860 0.4 0 880 Rainfall INLET_A9B 2.5 90 804 0.49 0 881 Rainfall INLET_A9A 2.7 90 1947 0.53 0 912 Rainfall MH_701 3.3 90 599 0.8 0 22 Rainfall Pond_802-NECCO_phaseIII 22.5 2 6539 0.5 0 OldTown3rdWest Rainfall Pond-OldTown3rdWest 3.01 56.3 152 2 0 OldTown3rdEast Rainfall Pond-OldTown3rdEast 1.75 42.8 143 2 0 OldTown3rdCentral Rainfall ST-INLET-2 1.91 52.6 134 2 0 [SUBAREAS] ;;Subcatchment N-Imperv N-Perv S-Imperv S-Perv PctZero RouteTo PctRouted ;;-------------- ---------- ---------- ---------- ---------- ---------- ---------- ---------- 12 .016 .25 .1 .3 25 OUTLET 15 .016 .25 .1 .3 25 OUTLET 16 .016 .25 .1 .3 25 OUTLET 26 0.0016 0.25 0.1 0.3 25 OUTLET 101 .016 .25 .1 .3 25 OUTLET 102 0.016 .25 .1 .3 25 OUTLET 103 0.016 0.25 0.1 0.3 25 OUTLET 104 0.016 0.25 0.1 0.3 25 OUTLET 105 .016 .25 .1 .3 25 OUTLET 106 .016 .25 .1 .3 25 OUTLET 107 .016 .25 .1 .3 25 OUTLET 108 .016 .25 .1 .3 25 OUTLET 109 0.016 0.25 0.1 0.3 25 OUTLET 110 .016 .25 .1 .3 25 OUTLET 111 0.25 0.1 0.1 0.3 25 OUTLET 112 0.016 0.25 0.1 0.3 25 OUTLET 113 0.016 0.25 0.1 0.3 25 OUTLET 114 0.016 0.25 0.1 0.3 25 OUTLET 116 .016 .25 .1 .3 25 OUTLET 117 .016 .25 .1 .3 25 OUTLET 118 0.016 0.25 0.1 0.3 25 OUTLET 119 0.016 0.25 0.1 0.3 25 OUTLET 124 0.016 0.25 0.1 0.3 25 OUTLET 126 0.016 0.25 0.1 0.3 25 OUTLET 127 0.016 .25 0.1 0.3 25 OUTLET 128 0.016 0.25 0.1 0.3 25 OUTLET 129 .016 .25 .1 .3 25 OUTLET 130 .016 .25 .1 .3 25 OUTLET 140 .016 .25 .1 .3 25 OUTLET 155 0.016 0.25 0.1 0.3 25 OUTLET 203 0.016 0.25 0.1 0.3 25 OUTLET 204 0.016 0.25 0.1 0.3 25 OUTLET 205 0.016 0.25 0.1 0.3 25 OUTLET 206 0.016 0.25 0.1 0.3 25 OUTLET 207 0.016 0.25 0.1 0.3 25 OUTLET 209 0.016 0.25 0.1 0.3 25 OUTLET 213 0.016 0.25 0.1 0.3 25 OUTLET 214 0.016 0.25 0.1 0.3 25 OUTLET 220 0.016 0.25 0.1 0.3 25 OUTLET 221 0.016 0.25 0.1 0.3 25 OUTLET 224 0.016 0.25 0.1 0.3 25 OUTLET 225 0.016 0.25 0.1 0.3 25 OUTLET 226 0.016 0.25 0.1 0.3 25 OUTLET 229 0.016 0.25 0.1 0.3 25 OUTLET 230 0.016 0.25 0.1 0.3 25 OUTLET 300 0.016 0.25 0.1 0.3 25 OUTLET 304 0.016 0.25 0.1 0.3 25 OUTLET 305 0.016 0.25 0.1 0.3 25 OUTLET 306 0.016 0.25 0.1 0.3 25 OUTLET 313 0.016 0.25 0.1 0.3 25 OUTLET 315 0.016 0.25 0.1 0.3 25 OUTLET 316 0.016 0.25 0.1 0.3 25 OUTLET 317 0.016 0.25 0.1 0.3 25 OUTLET 318 0.016 0.25 0.1 0.3 25 OUTLET 319 0.016 0.25 0.1 0.3 25 OUTLET 320 0.016 0.25 0.1 0.3 25 OUTLET 321 0.016 0.25 0.1 0.3 25 OUTLET 324 0.016 0.25 0.1 0.3 25 OUTLET 326 0.016 0.25 0.1 0.3 25 OUTLET 327 0.016 0.25 0.1 0.3 25 OUTLET 328 0.016 0.25 0.1 0.3 25 OUTLET 329 0.016 0.25 0.1 0.3 25 OUTLET 330 0.016 0.25 0.1 0.3 25 OUTLET 402 0.016 0.25 0.1 0.3 25 OUTLET 404 0.016 0.25 0.1 0.3 25 OUTLET 406 0.016 0.25 0.1 0.3 25 OUTLET 407 0.016 0.25 0.1 0.3 25 OUTLET 408 0.016 0.25 0.1 0.3 25 OUTLET 410 0.016 0.25 0.1 0.3 25 OUTLET 412 0.016 0.25 0.1 0.3 25 OUTLET 413 0.016 0.25 0.1 0.3 25 OUTLET 414 0.016 0.25 0.1 0.3 25 OUTLET 415 0.016 0.25 0.1 0.3 25 OUTLET 416 0.016 0.25 0.1 0.3 25 OUTLET 417 0.016 0.25 0.1 0.3 25 OUTLET 418 0.016 0.25 0.1 0.3 25 OUTLET 419 .016 .25 .1 .3 25 OUTLET 420 .016 .25 .1 .3 25 OUTLET 421 .016 .25 .1 .3 25 OUTLET 422 .016 .25 .1 .3 25 OUTLET 423 .016 .25 .1 .3 25 OUTLET 424 .016 .25 .1 .3 25 OUTLET 430 .016 .25 .1 .3 25 OUTLET 431 .016 .25 .1 .3 25 OUTLET 432 .016 .25 .1 .3 25 OUTLET 433 .016 .25 .1 .3 25 OUTLET 434 .016 .25 .1 .3 25 OUTLET 435 .016 .25 .1 .3 25 OUTLET 436 .016 .25 .1 .3 25 OUTLET 437 .016 .25 .1 .3 25 OUTLET 438 .016 .25 .1 .3 25 OUTLET 439 .016 .25 .1 .3 25 OUTLET 440 .016 .25 .1 .3 25 OUTLET 441 .016 .25 .1 .3 25 OUTLET 442 .016 .25 .1 .3 25 OUTLET 443 .016 .25 .1 .3 25 OUTLET 444 .016 .25 .1 .3 25 OUTLET 445 .016 .25 .1 .3 25 OUTLET 448 .016 .25 .1 .3 25 OUTLET 449 .016 .25 .1 .3 25 OUTLET 450 .016 .25 .1 .3 25 OUTLET 451 .016 .25 .1 .3 25 OUTLET 452 .016 .25 .1 .3 25 OUTLET 453 .016 .25 .1 .3 25 OUTLET 454 .016 .25 .1 .3 25 OUTLET 455 .016 .25 .1 .3 25 OUTLET 456 .016 .25 .1 .3 25 OUTLET 460 .016 .25 .1 .3 25 OUTLET 461 .016 .25 .1 .3 25 OUTLET 462 .016 .25 .1 .3 25 OUTLET 463 .016 .25 .1 .3 25 OUTLET 464 .016 .25 .1 .3 25 OUTLET 470 .016 .25 .1 .3 25 OUTLET 480 .016 .25 .1 .3 25 OUTLET 481 .016 .25 .1 .3 25 OUTLET 482 .016 .25 .1 .3 25 OUTLET 483 .016 .25 .1 .3 25 OUTLET 484 .016 .25 .1 .3 25 OUTLET 485 .016 .25 .1 .3 25 OUTLET 486 .016 .25 .1 .3 25 OUTLET 487 .016 .25 .1 .3 25 OUTLET 488 .016 .25 .1 .3 25 OUTLET 492 .016 .25 .1 .3 25 OUTLET 493 .016 .25 .1 .3 25 OUTLET 494 .016 .25 .1 .3 25 OUTLET 495 .016 .25 .1 .3 25 OUTLET 498 0.016 0.25 0.1 0.3 25 OUTLET 510 0.016 0.25 0.1 0.3 25 OUTLET 512 0.016 0.25 0.1 0.3 25 OUTLET 513 0.016 0.25 0.1 0.3 25 OUTLET 517 0.016 0.25 0.1 0.3 25 OUTLET 604 0.016 0.25 0.1 0.3 25 OUTLET 612 0.016 0.25 0.1 0.3 25 OUTLET 620 0.016 0.25 0.1 0.3 25 OUTLET 621 0.016 0.25 0.1 0.3 25 OUTLET 622 0.16 0.25 0.1 0.3 25 OUTLET 624 0.016 0.25 0.1 0.3 25 OUTLET 626 .016 0.25 0.1 0.3 25 OUTLET 627 0.016 0.25 0.1 0.3 25 OUTLET 628 0.016 0.25 0.1 0.3 25 OUTLET 704 0.016 0.25 0.1 0.3 25 OUTLET 712 0.016 0.25 0.1 0.3 25 OUTLET 825 0.016 0.25 0.1 0.3 25 OUTLET 826 0.016 0.25 0.1 0.3 25 OUTLET 827 0.016 0.25 0.1 0.3 25 OUTLET 830 0.016 0.25 0.1 0.3 25 OUTLET 831 0.016 0.25 0.1 0.3 25 OUTLET 850 0.016 0.25 0.1 0.3 25 OUTLET 851 0.016 0.25 0.1 0.3 25 OUTLET 860 0.016 0.25 0.1 0.3 25 OUTLET 861 0.016 0.25 0.1 0.3 25 OUTLET 870 0.016 0.25 0.1 0.3 25 OUTLET 871 0.016 0.25 0.1 0.3 25 OUTLET 880 0.016 0.25 0.1 0.3 25 OUTLET 881 0.016 0.25 0.1 0.3 25 OUTLET 912 0.016 0.25 0.1 0.3 25 OUTLET 22 0.016 0.25 0.1 0.3 25 OUTLET OldTown3rdWest 0.016 0.025 0.1 0.3 1 PERVIOUS 100 OldTown3rdEast 0.016 0.025 0.1 0.3 1 PERVIOUS 100 OldTown3rdCentral 0.016 0.025 0.1 0.3 1 PERVIOUS 72 [INFILTRATION] ;;Subcatchment MaxRate MinRate Decay DryTime MaxInfil ;;-------------- ---------- ---------- ---------- ---------- ---------- 12 .51 0.5 6.48 7 0 15 .51 0.5 6.48 7 0 16 .51 0.5 6.48 7 0 26 0.51 0.5 6.48 7 0 101 .51 0.5 6.48 7 0 102 .51 .5 6.48 7 0 103 0.51 0.5 6.48 7 0 104 0.51 0.5 6.48 7 0 105 .51 0.5 6.48 7 0 106 .51 0.5 6.48 7 0 107 .51 0.5 6.48 7 0 108 .51 0.5 6.48 7 0 109 0.51 0.5 6.48 7 0 110 .51 0.5 6.48 7 0 111 0.51 0.5 6.48 7 0 112 0.51 0.5 6.48 7 0 113 0.51 0.5 6.48 7 0 114 0.51 0.5 6.48 7 0 116 .51 0.5 6.48 7 0 117 .51 0.5 6.48 7 0 118 0.51 0.5 6.48 7 0 119 0.51 0.5 6.48 7 0 120 0.51 0.5 6.48 7 0 121 0.51 0.5 6.48 7 0 122 0.51 0.5 6.48 7 0 123 0.51 0.5 6.48 7 0 124 0.51 0.5 6.48 7 0 126 0.51 0.5 6.48 7 0 127 0.51 0.5 6.48 7 0 128 0.51 0.5 6.48 7 0 129 .51 0.5 6.48 7 0 130 .51 0.5 6.48 7 0 140 .51 0.5 6.48 7 0 155 0.51 0.5 6.48 7 0 203 0.51 0.5 6.48 7 0 204 0.51 0.5 6.48 7 0 205 0.51 0.5 6.48 7 0 206 0.51 0.5 6.48 7 0 207 0.51 0.5 6.48 7 0 221 0.51 0.5 6.48 7 0 224 0.51 0.5 6.48 7 0 225 0.51 0.5 6.48 7 0 226 0.51 0.5 6.48 7 0 229 0.51 0.5 6.48 7 0 230 0.51 0.5 6.48 7 0 300 0.51 0.5 6.48 7 0 304 0.51 0.5 6.48 7 0 305 0.51 0.5 6.48 7 0 306 0.51 0.5 6.48 7 0 313 0.51 0.5 6.48 7 0 315 0.51 0.5 6.48 7 0 316 0.51 0.5 6.48 7 0 317 0.51 0.5 6.48 7 0 318 0.51 0.5 6.48 7 0 319 0.51 0.5 6.48 7 0 320 0.51 0.5 6.48 7 0 321 0.51 0.5 6.48 7 0 324 0.51 0.5 6.48 7 0 326 0.51 0.5 6.48 7 0 327 0.51 0.5 6.48 7 0 328 0.51 0.5 6.48 7 0 329 0.51 0.5 6.48 7 0 330 0.51 0.5 6.48 7 0 402 0.51 0.5 6.48 7 0 404 0.51 0.5 6.48 7 0 406 0.51 0.5 6.48 7 0 407 0.51 0.5 6.48 7 0 408 0.51 0.5 6.48 7 0 410 0.51 0.5 6.48 7 0 412 0.51 0.5 6.48 7 0 413 0.51 0.5 6.48 7 0 414 0.51 0.5 6.48 7 0 415 0.51 0.5 6.48 7 0 416 0.51 0.5 6.48 7 0 417 0.51 0.5 6.48 7 0 418 0.51 0.5 6.48 7 0 419 .51 0.5 6.48 7 0 420 .51 0.5 6.48 7 0 421 .51 0.5 6.48 7 0 422 .51 0.5 6.48 7 0 423 .51 0.5 6.48 7 0 424 .51 0.5 6.48 7 0 425 .51 0.5 6.48 7 0 426 .51 0.5 6.48 7 0 427 .51 0.5 6.48 7 0 428 .51 0.5 6.48 7 0 429 .51 0.5 6.48 7 0 430 .51 0.5 6.48 7 0 431 .51 0.5 6.48 7 0 432 .51 0.5 6.48 7 0 433 .51 0.5 6.48 7 0 434 .51 0.5 6.48 7 0 435 .51 0.5 6.48 7 0 436 .51 0.5 6.48 7 0 437 .51 0.5 6.48 7 0 438 .51 0.5 6.48 7 0 439 .51 0.5 6.48 7 0 440 .51 0.5 6.48 7 0 441 .51 0.5 6.48 7 0 449 .51 0.5 6.48 7 0 450 .51 0.5 6.48 7 0 451 .51 0.5 6.48 7 0 452 .51 0.5 6.48 7 0 453 .51 0.5 6.48 7 0 454 .51 0.5 6.48 7 0 455 .51 0.5 6.48 7 0 456 .51 0.5 6.48 7 0 460 .51 0.5 6.48 7 0 461 .51 0.5 6.48 7 0 462 .51 0.5 6.48 7 0 463 .51 0.5 6.48 7 0 464 .51 0.5 6.48 7 0 470 .51 0.5 6.48 7 0 480 .51 0.5 6.48 7 0 481 .51 0.5 6.48 7 0 482 .51 0.5 6.48 7 0 483 .51 0.5 6.48 7 0 484 .51 0.5 6.48 7 0 485 .51 0.5 6.48 7 0 486 .51 0.5 6.48 7 0 487 .51 0.5 6.48 7 0 488 .51 0.5 6.48 7 0 492 .51 0.5 6.48 7 0 493 .51 0.5 6.48 7 0 494 .51 0.5 6.48 7 0 495 .51 0.5 6.48 7 0 498 0.51 0.5 6.48 7 0 510 0.51 0.5 6.48 7 0 512 0.51 0.5 6.48 7 0 513 0.51 0.5 6.48 7 0 517 0.51 0.5 6.48 7 0 604 0.51 0.5 6.48 7 0 612 0.51 0.5 6.48 7 0 620 0.51 0.5 6.48 7 0 621 0.51 0.5 6.48 7 0 622 0.51 0.5 6.48 7 0 624 0.51 0.5 6.48 7 0 626 0.51 0.5 6.48 7 0 627 0.51 0.5 6.48 7 0 628 0.51 0.5 6.48 7 0 704 0.51 0.5 6.48 7 0 712 0.51 0.5 6.48 7 0 724 0.51 0.5 6.48 7 0 726 0.51 0.5 6.48 7 0 810 0.51 0.5 6.48 7 0 812 0.51 0.5 6.48 7 0 824 0.51 0.5 6.48 7 0 825 0.51 0.5 6.48 7 0 826 0.51 0.5 6.48 7 0 827 0.51 0.5 6.48 7 0 830 0.51 0.5 6.48 7 0 831 0.51 0.5 6.48 7 0 850 0.51 0.5 6.48 7 0 851 0.51 0.5 6.48 7 0 860 0.51 0.5 6.48 7 0 861 0.51 0.5 6.48 7 0 870 0.51 0.5 6.48 7 0 871 0.51 0.5 6.48 7 0 880 0.51 0.5 6.48 7 0 OldTown3rdCentral 0.51 0.5 6.48 7 0 [JUNCTIONS] ;;Name Elevation MaxDepth InitDepth SurDepth Aponded ;;-------------- ---------- ---------- ---------- ---------- ---------- 129Outfall 5035 0 0 0 0 158 5034 0 0 0 0 227 4973.5 0 0 0 0 228 4973 10.56 0 0 0 232 4944 5 0 0 0 240 5016 0 0 0 0 ;Outfall into Lariner and Weld Canal 250 4984 0 0 0 0 ;Outfall into Lariner and Weld Canal 257 4983.5 0 0 0 0 305Outfall 4952.81 7.5 0 0 0 313OUTFALL 5003 10 0 0 0 315OUTFALL 5017 0 0 0 0 ;Outfall into Lariner and Weld Canal 354 4983 0 0 0 0 ;Outfall into Lariner and Weld Canal 355 4985 0 0 0 0 518 4951 0 0 0 0 519 4943.5 0 0 0 0 520 4946 0 0 0 0 521 4944 0 0 0 0 523 4952 0 0 0 0 524 4945 0 0 0 0 525 4944 0 0 0 0 526 4945 0 0 0 0 527 4943 0 0 0 0 527B 4942 0 0 0 0 528 4934 0 0 0 0 529 4930 0 0 0 0 530 4927 0 0 0 0 531 4947 0 0 0 0 532 4943 0 0 0 0 533 4942 0 0 0 0 534 4937 0 0 0 0 535 4940 0 0 0 0 537 4929 0 0 0 0 539 4921 0 0 0 0 540 4935.2 0 0 0 0 543 4931 0 0 0 0 544 4930 0 0 0 0 546 4932 0 0 0 0 547 4927 0 0 0 0 548 4923 0 0 0 0 549 4923 0 0 0 0 551 4945 0 0 0 0 554 4931 10 0 0 0 555 4928 10 0 0 0 556 4925 10 0 0 0 557 4930 0 0 0 0 570 4956 0 0 0 0 575 4938 0 0 0 0 585 4934 0 0 0 0 590 4942 0 0 0 0 591 4926.5 0 0 0 0 592 4915 0 0 0 0 593 4940 0 0 0 0 610 4914 0 0 0 0 613 4915 0 0 0 0 614 4908 0 0 0 0 618 4917 0 0 0 0 625 4961 0 0 0 0 630 4934 0 0 0 0 640 4932 0 0 0 0 718 4924 0 0 0 0 803OUTFALL 4947 0 0 0 0 875OUTFALL 4916 0 0 0 0 ;Outfall into Lariner and Weld Canal 903 4987 10 0 0 0 929 5020 0 0 0 0 ;Outfall into Lariner and Weld Canal 930 4981 0 0 0 0 ;Outfall into Lariner and Weld Canal 934 4979 0 0 0 0 934a 5024 0 0 0 0 939 4988 0 0 0 0 940 4978.2 0 0 0 0 941 5033 0 0 0 0 942 4998 0 0 0 0 943 5012 0 0 0 0 944 5011 0 0 0 0 945 5005 0 0 0 0 946 4998 0 0 0 0 947 4933 0 0 0 0 952 4958 0 0 0 0 957 4980 0 0 0 0 960 4990 10 0 0 0 ;capacity 1940cfs in ditch 961 4977 0 0 0 0 ;capacity in ditch 1650cfs 963 4976 0 0 0 0 964 4986.2 10 0 0 0 ;inflow from L&WC 969 4969 0 0 0 0 969a 4978. 0 0 0 0 971 4917 0 0 0 0 ;Outfall into Lariner and Weld Canal 972 4981.5 0 0 0 0 ;Outfall into Lariner and Weld Canal ;capacity of ditch 2150cfs 974 4980.9 0 0 0 0 ;Outfall into Lariner and Weld Canal 976 4980 0 0 0 0 ;Outfall into Lariner and Weld Canal 978 4978.5 0 0 0 0 ;Outfall into Lariner and Weld Canal 982 4982 0 0 0 0 990 4955 0 0 0 0 BEND 4955.04 12 0 0 0 Bend-2 4955.08 12 0 0 0 BEND7 4955.01 12 0 0 0 BLOCKOUT_LATERALA7 4944.46 9.29 0 0 0 Boubler-Pipe 4935.4 11.4 0 0 0 EG_Outlet_3 4951.68 6 0 0 0 EG_Outlet_4 4951.68 6 0 0 0 EX_IN_205 4974.9 4.2 0 0 0 ;Inlet IN_803 4958.73 11.64 0 0 0 IN_804 4955.61 13.87 0 0 0 IN_805 4953.67 12.51 0 020 0 IN_810 4957.1 6 0 20 0 INLET_A5A 4952.4 7.35 0 0 0 INLET_A5B 4948.94 9.66 0 20 0 INLET_A6 4953 8 0 20 0 INLET_A7A 4947.46 6.32 0 0 0 INLET_A7B 4948.08 6.7 0 0 0 INLET_A8A 4944.82 7.21 0 0 0 INLET_A8B 4945 7.03 0 0 0 INLET_A9A 4939.61 7.76 0 0 0 INLET_A9B 4940.55 6.67 0 20 0 INLET_B10A 4958.91 11.16 0 0 0 INLET_B10B 4959.02 10.9 0 0 0 INLET_B4A 4961.08 10.93 0 0 0 INLET_B4B 4961.02 9.93 0 0 0 INLET_B5A 4967.7 5.02 0 20 0 INLET_B6A 4970.5 4.39 0 20 0 INLET_B7A 4972.6 4.5 0 0 0 INLET_B8A 4975.08 5.02 0 20 0 INLET_B9A 4956.21 11.78 0 0 0 INLET_B9B 4956.21 11.93 0 2 0 INLET_C3A 4961.06 15 0 20 0 INLET_C4A 4962.21 6.31 0 0 0 INLET_C4B 4962.58 7.29 0 0 0 INLET_C6A 4956.95 9.133 0 0 0 INLET_C6B 4958.308 8.78 0 0 0 ;Inlet Street Flowline INLET_E21 4970.0156 3.58 0 0 0 ;Inlet Street Flowline INLET_E2A 4969.88 3.64 0 0 0 INLET_E2B 4969.5 3.51 0 0 0 J_912 4963 3 0 0 0 J10 4959.59 5 0 0 0 J11 4959.08 7.02 0 2 0 J2 4965.76 4.34 0 2 0 J3 4965.21 3.89 0 2 0 J4 4965.1 5.5 0 0 0 J5 4963.23 4.87 0 0 0 J6 4962.81 3.29 0 2 0 J7 4962.15 3.95 0 0 0 J8 4961.56 4.54 0 0 0 J9 4960.41 3.69 0 2 0 JUNCTION_C2C 4956.63 9.45 0 0 0 JUNCTION_C2E 4957.14 11 0 0 0 Lemay_Vine 4950 3 0 0 0 Link_209+280 4949.91 12 0 0 0 MH_101 4971.5 9.02 0 0 0 MH_112 4966.1 5 0 0 0 MH_400 4958.81 11.5 0 0 0 MH_401 4956.11 12.2 0 10 0 ;MH MH_500 4987.94 6 0 0 0 ;MH MH_501 4987.02 6 0 0 0 MH_502 4984.58 6 0 0 0 ;end of Storm Sewer, beginning of swale MH_503 4983.1 6 0 0 0 MH_600 4973.72 10 0 0 0 MH_A10 4947.95 11.1 0 20 0 MH_A2 4939.55 7.8 0 2 0 MH_A2A 4951.73 8.95 0 20 0 MH_A2B 4951.28 7.73 0 20 0 MH_A2C 4949.25 10.36 0 20 0 MH_A2D 4947.05 12.17 0 20 0 MH_A3 4941.13 8.97 0 0 0 MH_A4 4941.94 10.02 0 20 0 MH_A5 4942.69 8.74 0 0 0 MH_A6 4944.15 10.18 0 0 0 MH_A6A 4945.71 9.89 0 0 0 MH_A6B 4947.09 7 0 0 0 MH_A7 4944.5 10.1 0 0 0 MH_A8 4946.03 12.98 0 0 0 MH_A8A 4943.36 8.45 0 0 0 MH_A9 4946.9 15.75 0 0 0 MH_B1 4953.95 8.5 0 20 0 MH_B10 4969.02 8.08 0 20 0 MH_B11 4970.2 9.6 0 20 0 MH_B2 4954.87 15 0 0 0 MH_B3 4955.93 12 0 0 0 MH_B4 4956.03 11.75 0 20 0 MH_B5 4959.8 9.08 0 20 0 MH_B6 4960.59 9.67 0 10 0 MH_B8 4962.23 9.59 0 10 0 MH_B9 4967.76 7.41 0 20 0 MH_C210 4960.93 5.2 0 0 0 MH_C29 4959.98 7.86 0 0 0 MH_C2A 4955.55 7.93 0 0 0 MH_C2B 4956.45 9.78 0 0 0 MH_C2C 4956.74 10.65 0 0 0 MH_C2D 4957.06 11.11 0 0 0 MH_C2F 4958.65 11.94 0 0 0 MH_C2G 4959.16 10.97 0 0 0 MH_L1 4943.52 8.43 0 0 0 MH_L2 4945.13 6.96 0 0 0 MH_L3 4946.74 11.16 0 0 0 MH_L4 4946.85 9.22 0 0 0 MH_L5 4946.98 8.56 0 0 0 MHA2 4947.77 11.7 0 0 0 MHC-extra 4955.519 7.93 0 0 0 OTNMH_1 4955.95 3.95 0 20 0 OTNMH_2 4957.01 5.09 0 20 0 OTNMH_2A 4954.39 5.5 0 20 0 OTNMH_3 4957.83 7.57 0 0 0 OTNMH_4 4958.94 6.03 0 0 0 OTNMH_5 4960.75 5.1 0 0 0 OTNVERTICALBEND 4952.65 7.77 0 0 0 Overflow_OT1 4964.5 0 0 0 0 Overflow_OT2 4964 0 0 0 0 Overflow_OT3 4963 0 0 0 0 Pond_Outlet 4948.8 12.11 0 20 0 REDWOOD_OUTLET 4953.41 15 0 0 0 Swale_BluesruceSwale-2 4972.8 0 0 0 0 Swale_BluesruceSwale-3 4971.5 0 0 0 0 VIne_4 4953.5 0 0 0 0 Vine_5 4951. 0 0 0 0 Vine_C1 4970.37 0 0 0 0 Vine_C2 4969.48 0 0 0 0 Vine-outlet2 4939.44 0 0 0 0 [OUTFALLS] ;;Name Elevation Type Stage Data Gated Route To ;;-------------- ---------- ---------- ---------------- -------- ---------------- 18 4907.5 NORMAL NO 611 4906.5 NORMAL NO 907 4975 NORMAL NO [STORAGE] ;;Name Elev. MaxDepth InitDepth Shape Curve Name/Params N/A Fevap Psi Ksat IMD ;;-------------- -------- ---------- ----------- ---------- ---------------------------- -------- -------- -------- -------- Evergreen_East_Pond 4950.91 14.7 0 TABULAR E_EAST_POND 0 0 OTNPond_410 4961.07 5 0 TABULAR Old_Town_North 0 0 ;Onsite pond for development ;Qout=0.2*acres Pond_101 5010 5 0 TABULAR ONSITE 0 0 ;Inflows from Basin 109 POND_109 4952.81 7.5 0 TABULAR 305 0 0 POND_113 4954.1 3.9 0 TABULAR ONSITE 0 0 POND_115 4949.2 3.9 0 TABULAR ONSITE 0 0 ;Pond for developed conditions for basin 116 Pond_116 5010 5 0 TABULAR ONSITE 0 0 POND_128 4966 3.8 0 TABULAR POND_128 0 0 ;on-site detention for developed basin 129 ;ModSWMM pond 314 Pond_129 5035 5 0 TABULAR ONSITE 0 0 ;Inflows from Basin 203 POND_203 4980.6 3.5 0 TABULAR POND_203 0 0 POND_224 4968.6 2.4 0 TABULAR ONSITE 0 0 POND_226 4953.7 5 0 TABULAR ONSITE 0 0 POND_229 4969.73 2.0 0 TABULAR ONSITE 0 0 ;Accumulated detention north of the Larimer and ;Weld canal. Low flow travels in a small pipe ;under the canal and into the north college ;system. High flows overflow to the canal. POND_300 4988.6 4.5 0 TABULAR 300_Pond 0 0 ;Natural detention/wetland area ;inflows from basin 302 ;future King Soopers Site ;No outlet Modeled POND_302 4975.85 5.75 0 TABULAR 302_Pond 0 0 ;Inflows from Basin 111 POND_307 4951.1 7.5 0 TABULAR 307 0 0 POND_313 4955.7 2.7 0 TABULAR ONSITE 0 0 ;Pheasant Ridge North Pond Pond_110-Pheasant_Ridge_N_Pond 5003 6.5 0 TABULAR 313 0 0 ;ModSWMM Pond 315 Pond_315-Falcon_Ridge_N_Pond 5019 5.2 0 TABULAR 315 0 0 Pond_319 4945.0 6.8 0 TABULAR ONSITE 0 0 POND_320 4950.83 5 0 TABULAR ONSITE 0 0 ;Pheasant_Ridge_N_Pond Pond_108-Pheasant_Ridge_N_Pond 4990 6 0 TABULAR 320 0 0 POND_324 4968.1 2.1 0 TABULAR ONSITE 0 0 POND_328 4967.93 6 0 TABULAR Pond_227 0 0 Pond_329 4945.0 6.8 0 TABULAR ONSITE 0 0 POND_330 4969.1 5 0 TABULAR ONSITE 0 0 POND_402 4946.4 3.8 0 TABULAR ONSITE 0 0 POND_412 4951.1 2.7 0 TABULAR ONSITE 0 0 Pond_416 4945.0 6.8 0 TABULAR ONSITE 0 0 POND_417 4949.1 4.3 0 TABULAR ONSITE 0 0 POND_418 4945.0 6.8 0 TABULAR ONSITE 0 0 Pond_419 4962 6.8 0 TABULAR ONSITE 0 0 Pond_423 4945.0 6.8 0 TABULAR ONSITE 0 0 Pond_425 4952 10 0 TABULAR ONSITE 0 0 Pond_427 4946 4.8 0 TABULAR 427/804 0 0 Pond_428 4946 3.5 0 TABULAR ONSITE 0 0 Pond_429 4935 3.5 0 TABULAR ONSITE 0 0 Pond_432 4944 3.5 0 TABULAR 332 0 0 Pond_433 4935 3.5 0 TABULAR ONSITE 0 0 Pond_434 4940 4 0 TABULAR ONSITE 0 0 Pond_437 4935 6.8 0 TABULAR ONSITE 0 0 Pond_440 4935 10 0 TABULAR ONSITE 0 0 Pond_454 4918 10 0 TABULAR ONSITE 0 0 Pond_455 4928 2 0 TABULAR 455/875 0 0 Pond_456 4933 10 0 TABULAR ONSITE 0 0 Pond_460 4962 6.8 0 TABULAR ONSITE 0 0 ;Dry Creek Mobile Home Pond A Pond_463 4932 4.45 0 TABULAR 463 0 0 Pond_464 4920 10 0 TABULAR ONSITE 0 0 Pond_493 4962 6.8 0 TABULAR ONSITE 0 0 Pond_494 4930 10 0 TABULAR ONSITE 0 0 Pond_498 4950 10 0 TABULAR ONSITE 0 0 POND_604 4972.1 2.5 0 TABULAR ONSITE 0 0 POND_612 4968.1 5 0 TABULAR ONSITE 0 0 Pond_620 4945.0 7.5 0 TABULAR ONSITE 0 0 Pond_621 4945.0 7.5 0 TABULAR ONSITE 0 0 POND_626 4968.1 2.5 0 TABULAR ONSITE 0 0 ;Waterfield P.U.D. Pond #1 ;this retention pond has been removed from the developed conditions per city criteria ;assumed with development a new pond would be constructed for the development Pond_801-Waterfield 4953 6 0 TABULAR ONSITE 0 0 Pond_802-NECCO_phaseIII 4936.98 9.92 0 TABULAR proposed_pond2 0 0 ;Pond #803 Pond_803 4947 3.5 0 TABULAR 803 0 0 ;Lindenmeier Lake Pond_820-Lindenmeier_Lake 4955 11 0 TABULAR 820 0 0 POND_824 4971.1 3 0 TABULAR ONSITE 0 0 POND_825 4960.3 2.2 0 TABULAR ONSITE 0 0 Pond_890 4930 6 0 TABULAR 890 0 0 ;Pond in residential Area ;Inflow form basin 104 (residential area) ;REGRADE EAST TO BERM AT 4965.5 AND WSEL AT 4965.1 Pond_Evergreen_West 4965.17 3.93 0 TABULAR Pond_303 0 0 Pond_Redwing_Marsh 4965.76 5.2 0 TABULAR Redwing 0 0 Pond_Redwood 4953.41 8.69 4.82 TABULAR Redwood 0 0 Regional_Pond 4950.10 12 6.36 TABULAR Regional_Pond 0 0 Pond-OldTown3rdWest 4962.0 2 0 TABULAR Pond-OldTown3rdNW 100 0 Pond-OldTown3rdEast 4958 5 0 TABULAR OldTown3rdEastPond 100 0 [CONDUITS] ;;Name From Node To Node Length Roughness InOffset OutOffset InitFlow MaxFlow ;;-------------- ---------------- ---------------- ---------- ---------- ---------- ---------- ---------- ---------- 112_Overflow MH_112 EX_MH_112 50 0.016 2.5 1 0 0 18 614 18 50 .04 0 0 0 0 158 158 354 1825 .035 0 10 0 0 209 305Outfall Link_209+280 1452 0.013 0 0 0 0 227 227 228 200 0.016 0 0 0 0 228 228 INLET_B4A 400 0.016 0 9.93 0 0 232 232 532 100 0.06 0 0 0 0 240 240 355 1400 .04 0 7 0 0 245 313OUTFALL Pond_108-Pheasant_Ridge_N_Pond 750 0.06 0 5 0 0 270 129Outfall 250 1300 .06 0 9 0 0 280 Link_209+280 599 1400 0.013 0 0 0 0 518 518 596 1450 .035 0 3 0 0 519 519 Pond_802-NECCO_phaseIII 10 .035 0 6.5 0 0 520 520 Boubler-Pipe 2410 .035 0 6.2 0 0 521 521 Ex_Vine_Outfall 500 0.045 0 0 0 0 522 803OUTFALL 524 900 .060 0 0 0 0 523 523 524 1790 .060 0 0 0 0 524 524 525 770 .060 0 0 0 0 525 525 527 490 .060 0 0 0 0 526 526 527 1080 .050 0 0 0 0 527 527 527B 300 .04 0 0 0 0 527B 527B 528 900 .04 0 0 0 0 528 528 529 1140 .04 0 0 0 0 529 529 530 840 .04 0 0 0 0 530 530 607 1500 .05 0 0 0 0 531 531 532 590 .016 0 0 0 0 532 532 533 870 .080 0 0 0 0 533 533 534 1620 .080 0 0 0 0 534 534 546 2510 .04 0 0 0 0 535 535 530 1620 .016 0 4 0 0 537 537 607 1120 .016 0 3.5 0 0 538 607 539 570 .05 0 0 0 0 539 539 595 830 .05 0 0 0 0 540 540 630 1690 .05 0 0 0 0 541 640 618 3190 .08 0 0 0 0 543 543 Pond_890 500 .06 0 0 0 0 544 544 718 1600 0.045 0 0 0 0 545 618 592 550 .035 0 0 0 0 546 546 547 1670 .050 0 0 0 0 547 547 548 1130 .04 0 0 0 0 548 548 595 670 .05 0 0 0 0 549 549 610 2030 .016 0 0 0 0 550 610 611 1470 .08 0 0 0 0 551 551 525 400 .040 0 0 0 0 554 554 555 1660 0.035 0 0 0 0 555 555 556 530 0.035 0 0 0 0 556 556 971 1120 .035 0 4 0 0 557 557 613 2450 .08 0 0 0 0 558 613 614 510 .04 0 0 0 0 560 875OUTFALL 610 1400 .016 0 0 0 0 570 570 520 1550 .08 0 0 0 0 575 575 630 1350 .015 0 2 0 0 580 625 590 2375 .08 0 0 0 0 585 585 640 990 .05 0 0 0 0 590 590 Pond_890 1975 .08 0 5 0 0 591 591 592 900 .035 0 5 0 0 592 592 610 500 .035 0 0 0 0 593 593 Pond_890 1410 .08 0 5 0 0 595 595 971 150 .04 0 0 0 0 596 596 519 1240 .035 2 0 0 0 597 971 613 200 .08 0 0 0 600 599 599 519 2100 .035 0 2 0 0 741 630 718 3150 0.035 0 0 0 0 744 718 618 850 0.04 0 3 0 0 902 960 903 2350 0.035 0 0 0 0 903 939 903 450 0.028 0 0 0 0 904 903 964 650 0.035 0 0 0 0 905 964 355 1600 0.035 0 0 0 0 910 355 250 950 0.035 0 0 0 0 915 250 257 900 0.035 0 0 0 0 920 257 354 1000 0.035 0 0 0 0 931 974 976 1650 0.035 0 0 0 0 932 976 934 1400 0.035 0 0 0 0 934 934a 934 1400 .03 0 14 0 0 936 934 978 950 0.035 0 0 0 0 938 978 940 520 0.035 0 0 0 0 940 940 969a 1270 0.035 0 0 0 0 941 941 929 800 .016 0 0 0 0 942 942 972 900 .016 0 9 0 0 943 943 974 550 .016 0 9 0 0 944 944 976 550 .016 0 12 0 0 945 945 978 400 .016 0 14 0 0 946 946 982 550 .016 0 10 0 0 947 947 Pond_455 1200 0.035 0 2 0 0 948 969a 961 1860 0.035 0 0 0 0 949 961 963 2600 0.035 0 0 0 0 ;East Vine Diversion Channel 951 969 952 834 .03 0 0 0 0 ;East Vine Diversion Channel 952 952 518 1180 .03 0 4 0 0 957 957 Pond_820-Lindenmeier_Lake 550 0.016 0 5 0 0 963 963 907 500 0.035 0 0 0 0 973 971 610 1650 0.035 0 0 0 0 990 990 518 525 .035 0 0 0 0 Basin_112_Overflow MH_112 Pond_Redwood 1120 0.016 0 4.47 0 0 Basin_912 MH_701 J_912 95 0.013 0 0 0 0 Boubler-swale Boubler-Pipe 540 520 0.05 0 0 0 0 Carryover_from_INLET_B10A INLET_B10A INLET_B9A 50 0.016 11.16 13.5 0 0 Channel_330 J_912 Regional_Pond 730 0.035 0 11 0 0 Diversion-527 232 527B 1500 0.06 0 0 0 25 EG_Outlet_3 EG_Outlet_3 EG_Outlet_4 164 0.013 0 0 0 0 EG_Outlet_4 EG_Outlet_4 MH_L5 88 0.013 0 4.53 0 0 Evergreen_West_Outlet Pond_Evergreen_West MH_700 21.26 0.013 0 0 0 0 EX_SS_112 EX_MH_112 Pond_Redwood 632 0.013 0 4.47 0 0 EX_SS_14 EX_IN_304 EX_IN_205 393.77 0.013 0 0 0 0 EX_SS_15 EX_IN_205 EX_IN_305 557.33 0.013 0 0 0 0 Lateral_A2A MH_A2A MH_A2B 55.31 0.013 0 0 0 0 Lateral_A2B MH_A2B MH_A2C 442 0.013 0 0 0 0 Lateral_A2D MH_A2D MH_A9 23.28 0.013 0 0 0 0 LATERAL_A5A INLET_A5A INLET_A5B 83 0.013 0 3.28 0 0 LATERAL_A5B INLET_A5B MHA2 14.63 0.013 0 0 0 0 LATERAL_A6 INLET_A6 MH_A2B 18.14 0.013 0 1.65 0 0 LATERAL_A7A INLET_A7A MH_A6 123 0.013 0 2.08 0 0 LATERAL_A7B INLET_A7B BLOCKOUT_LATERALA7 11.49 0.013 0 3 0 0 LATERAL_A8A INLET_A8A MH_A8A 19.3 0.013 0 1.04 0 0 LATERAL_A8B INLET_A8B INLET_A8A 83 0.013 0 0 0 0 LATERAL_A9A INLET_A9A MH_A2 20.37 0.013 0 0 0 0 LATERAL_A9B INLET_A9B INLET_A9A 110.16 0.013 0 0.7051 0 0 LATERAL_B10A INLET_B10A MH_400 19.63 0.013 0 0 0 53 LATERAL_B10B INLET_B10B MH_400 42 0.013 0 0 0 0 LATERAL_B4A INLET_B4A MH_B6 32.56 0.013 0 0.13 0 0 LATERAL_B4B INLET_B4B MH_B6 11.57 0.013 0 0.26 0 0 LATERAL_B5A INLET_B5A MH_B8 32.81 0.013 0 5.1 0 0 LATERAL_B6A INLET_B6A MH_B9 32.5 0.013 0 2.42 0 0 LATERAL_B7A INLET_B7A MH_B10 9.6 0.013 0 3.38 0 0 LATERAL_B8A INLET_B8A MH_B11 45.44 0.013 0 3.96 0 0 LATERAL_B9A INLET_B9A MH_401 17.75 0.013 0 0 0 0 LATERAL_B9B INLET_B9B MH_401 44.81 0.013 0 0 0 0 LATERAL_C4A INLET_C4A MH_C2G 152 0.013 0 0 0 0 LATERAL_C4B INLET_C4B IN_803 177 0.013 0 1.8 0 0 LATERAL_C6A INLET_C6A JUNCTION_C2C 16 0.013 0 0 0 0 OTNSTORM_2A OTNMH_2A OTNVERTICALBEND 382 0.013 0 0 0 0 OTNSTORM_3 OTNMH_3 OTNMH_2 206 0.013 0 0.1 0 0 OTNSTORM_4 OTNMH_4 OTNMH_3 252 0.013 0 0.1 0 0 OTNSTORM_5 OTNMH_5 OTNMH_4 400 0.013 0 0.1 0 0 OTNSTORM_bend OTNVERTICALBEND MH_A9 32 0.013 0 2.01 0 0 Overflow_B5 INLET_B5A INLET_B4A 235 0.016 4.02 9.93 0 0 Overflow_C210 MH_C210 MH_C29 433 0.016 5.2 6.86 0 0 Overflow_C29 MH_C29 INLET_C4A 370 0.016 6.86 6.31 0 0 Overflow_In803 IN_803 Vine_C1 177 0.016 11.64 0 0 0 Overflow_IN804 IN_804 Vine_C2 177 0.016 13.87 0 0 0 Overflow_inA7 INLET_A7B VIne_4 60 0.016 5.7 0 0 0 Overflow_inA8 INLET_A8A Vine_5 60 0.016 6.21 0 0 0 Overflow_InA8b INLET_A8B Vine_5 60 0.016 6.03 0 0 0 Overflow_inA9 INLET_A9A Future_Vine_St_B 60 0.016 6.76 0 0 0 Overflow_inB4 INLET_B4B INLET_B9A 750 0.016 9.93 11.78 0 0 Overflow_inC6 INLET_C6A JUNCTION_C2C 177 0.016 9.133 9.45 0 0 Overflow_inletC3 INLET_C3A Vine_C1 537 0.013 10 0 0 0 Overflow_OT1 OTNMH_5 Overflow_OT1 400 0.016 5.1 0 0 0 Overflow_OT1a OTNMH_4 Overflow_OT1 177 0.016 6.03 0 0 0 Overflow_OT2 Overflow_OT1 Overflow_OT2 252 0.016 0 0 0 0 Overflow_OT2a OTNMH_3 Overflow_OT2 177 0.016 7.57 0 0 0 Overflow_OT3 Overflow_OT2 Overflow_OT3 206 0.016 0 0 0 0 Overflow_OT4 Overflow_OT3 OTNVERTICALBEND 600 0.016 0 6.77 0 0 Redwood_Outlet REDWOOD_OUTLET MH_A2A 169.64 0.013 0 0 0 0 Side_11 J5 J7 50 0.016 3.87 2.95 0 0 Side_25 J6 J7 230 0.016 2.29 2.95 0 0 Side_26 J9 J10 111 0.016 2.69 3.51 0 0 Side_27 J2 J4 250 0.016 3.34 4.5 0 0 Side_J4 J4 J7 763 0.016 4 2.95 0 0 Side_J7 J7 J8 235 0.016 2.95 3.51 0 0 Side_J8 J8 J10 395 0.016 3.54 3.51 0 0 SS_101 MH_101 MH_604 1000 0.013 0 0 0 0 SS_12 EX_IN_305 MH_604 452 0.013 0 0 0 0 SS_203 POND_203 MH_101 664.9 0.013 0 0 0 0 SS_300B MH_501 MH_502 327 .014 0 0 0 0 SS_400 MH_400 MH_401 453.48 0.013 0 0 0 0 SS_401 MH_401 MH_B4 35.69 0.013 0 0 0 0 ;Storm Sewer SS_500 MH_500 MH_501 208 0.015 0 0 0 0 SS_501 MH_502 MH_503 106 .014 0 0 0 0 ;swale SS_502 MH_503 POND_302 408 0.035 0 3 0 0 SS_601 INLET_E21 MH_604 90 0.013 0 0 0 0 SS_602 INLET_E2A INLET_E2B 74 0.013 0 0 0 0 SS_801 INLET_C3A IN_803 537 0.013 0 0 0 0 SS_803 IN_803 IN_804 721 0.013 0 0 0 0 SS_804 IN_804 IN_805 427 0.013 0 0 0 0 SS_805 IN_805 Regional_Pond 126 0.013 0 3 0 0 SS_806 MH_C29 MH_C2G 370 0.013 0 0 0 0 SS_807 MH_C210 MH_C29 433 0.013 0 0 0 0 SS_810 IN_810 Regional_Pond 508.2 0.013 0 4 0 0 SS_913A MH_913a MH_A4 919.59 0.013 0 4 0 0 SS_914b MH_914b MH_A6B 1414.64 0.013 0 0 0 0 SS_A6 MH_A6A MH_A6 409.39 0.013 0 0 0 0 SS_A6a MH_A6B MH_A6A 461.3 0.013 0 0 0 0 SS_C10 J4 J5 463 0.013 0 0 0 0 SS_C11 J5 J6 70 0.013 0 0 0 0 SS_C12 J6 J7 230 0.013 0 0 0 0 SS_C13 J7 J8 235 0.013 0 0 0 0 SS_C14 J8 J9 284 0.013 0 0 0 0 SS_redwood_out_b MH_A2C MH_A2D 482 0.013 0 0 0 0 Storm_A02 MH_A2 Pond_802-NECCO_phaseIII 530 0.013 0 1.12 0 0 Storm_A03 MH_A3 MH_A2 728 0.013 0 0 0 0 Storm_A04 MH_A4 MH_A3 413 0.013 0 0 0 0 Storm_A05 MH_A5 MH_A4 300 0.013 0 0 0 0 Storm_A06 MH_A8A MH_A5 312.94 0.01 0 0 0 0 Storm_A07 MH_A6 MH_A8A 361.08 0.013 0 0 0 0 Storm_A08 BLOCKOUT_LATERALA7 MH_A6 140 0.01 0 0 0 0 Storm_A09 MH_A7 BLOCKOUT_LATERALA7 19.6 0.013 0 0 0 0 Storm_A10 MH_A8 MH_A7 685 0.013 0 0 0 0 Storm_A11 MH_A9 MH_A8 417 0.013 0 0 0 0 Storm_A12 MHA2 MH_A9 390 0.013 0 0 0 0 Storm_A13 MH_A10 MHA2 80.56 0.013 0 0 0 0 Storm_A14 Pond_Outlet MH_A10 158 0.013 0 0 0 0 Storm_B01 MH_B1 Regional_Pond 380 0.013 0 3 0 0 Storm_B02 MH_B2 MH_B1 410 0.013 0 0 0 0 Storm_B03 BEND7 MH_B2 62.34 0.013 0 0 0 0 Storm_B04 BEND BEND7 16 0.013 0 0 0 0 Storm_B05 MH_B3 Bend-2 386 0.013 0 0 0 0 Storm_B05a Bend-2 BEND 16 0.013 0 0 0 0 Storm_B06 MH_B4 MH_B3 47 0.013 0 0 0 0 Storm_B07 MH_B5 MH_B4 343 0.013 0 2.93 0 0 Storm_B08 MH_B6 MH_B5 361 0.013 0 0 0 0 Storm_B09 MH_B8 MH_B6 235 0.013 0 0 0 0 Storm_B10 MH_B9 MH_B8 695 0.013 0 4 0 0 Storm_B11 MH_B10 MH_B9 571 0.013 0 0 0 0 Storm_B12 MH_B11 MH_B10 487 0.013 0 0 0 0 Storm_C1 MHC-extra Regional_Pond 184 0.013 0 5 0 0 Storm_C2 MH_C2A MHC-extra 16 0.013 0 0 0 0 Storm_C3 MH_C2B MH_C2A 419 0.013 0 0 0 0 Storm_C4 JUNCTION_C2C MH_C2B 81 0.013 0 0 0 0 Storm_C5 MH_C2C JUNCTION_C2C 51 0.013 0 0 0 0 Storm_C6 MH_C2D MH_C2C 145 0.013 0 0 0 0 Storm_C7 JUNCTION_C2E MH_C2D 37 0.013 0 0 0 0 Storm_C8 MH_C2F JUNCTION_C2E 685 0.013 0 0 0 0 Storm_C9 MH_C2G MH_C2F 234 0.013 0 0 0 0 Storm_L1 MH_L1 MH_A4 515.93 0.013 0 0 0 0 Storm_L2 MH_L2 MH_L1 524.91 0.013 0 0 0 0 Storm_L3 MH_L3 MH_L2 521.75 0.013 0 0 0 0 Storm_L4 MH_L4 MH_L3 35.65 0.013 0 0 0 0 Storm_L5 MH_L5 MH_L4 63 0.013 0 0 0 0 Swale_700 MH_700 MH_701 693 0.035 0 0 0 0 Swale_BluesruceSwale-1 MH_600 Swale_BluesruceSwale-2 380 0.035 0 0 0 0 Swale_BluesruceSwale-2 Swale_BluesruceSwale-2 Swale_BluesruceSwale-3 380 0.035 0 0 0 0 Swale_BluesruceSwale-3 Swale_BluesruceSwale-3 MH_604 380 0.035 0 0 0 0 Swale_Evergreen_Inlet MH_604 Pond_Evergreen_West 400 0.01 0 0 0 0 Vine_1 Future_Vine_St_B Pond_802-NECCO_phaseIII 900 0.016 0 8.92 0 0 VIne_2 Lemay_Vine Future_Vine_St_B 1141 0.016 0 0 0 0 Vine_3 Vine_5 Lemay_Vine 613 0.016 0 0 0 0 Vine_4 VIne_4 Vine_5 362 0.016 0 0 0 0 Vine_C1 INLET_C4B Vine_C1 177 0.016 8 0 0 0 Vine_C2 Vine_C1 Vine_C2 721 0.016 0 0 0 0 Vine_C3 Vine_C2 INLET_C6B 427 0.016 0 7.78 0 0 Vine_C4 INLET_C6B INLET_A5A 1500 0.016 7.78 6.35 0 0 EX-24in_Vine Ex_Vine_Outfall 25 67 0.013 0.24 0.65 0 0 EX-4-48in 25 Vine-outlet2 65 0.013 0 0 0 0 EX-12in_Vine Ex_Vine_Outfall 25 67 0.013 0.46 1.11 0 0 53 Vine-outlet2 Pond-Outlet 290 0.05 0 0 0 0 54 Pond-Outlet 540 1000 0.05 0 0 0 0 OTN-COND4 Pond-OldTown3rdWest MH_C2A 8 .013 0 6 0 0 ;;Name From Node To Node Type Offset Qcoeff Gated CloseTime ;;-------------- ---------------- ---------------- ------------ ---------- ---------- -------- ---------- 101Outfall Pond_101 250 SIDE 0 0.65 NO 0 110Outfall Pond_110-Pheasant_Ridge_N_Pond 313OUTFALL SIDE 0 0.65 NO 0 113Outfall POND_113 MH_A2C SIDE 0 0.65 NO 0 115Outfall POND_115 MH_A6A SIDE 0 0.65 NO 0 116Outfall Pond_116 Pond_110-Pheasant_Ridge_N_Pond SIDE 0 0.65 NO 0 ;release at 0.4cfs/acre 129Outfall Pond_129 129Outfall SIDE 0 0.65 NO 0 224Outfall POND_224 MH_B9 SIDE 0 0.65 NO 0 226Outfall POND_226 MH_A7 SIDE 0 0.65 NO 0 229Outfall POND_229 MH_B6 SIDE 0 0.65 NO 0 304Outfall POND_109 305Outfall SIDE 0 0.65 NO 0 307Outfall POND_307 Link_209+280 SIDE 0 0.65 NO 0 313Outfall POND_313 MH_A9 SIDE 0 0.65 NO 0 319Outfall Pond_319 519 SIDE 0 0.65 NO 0 320Outfall POND_320 MH_A6A SIDE 0 0.65 NO 0 324Outfall POND_324 MH_B9 SIDE 0 0.65 NO 0 328Outfall POND_328 MH_B8 SIDE 0 0.65 NO 0 329Outfall Pond_329 Boubler-Pipe SIDE 0 0.65 NO 0 330Outfall POND_330 MH_701 SIDE 0 0.65 NO 0 402Outfall POND_402 MH_A3 SIDE 0 0.65 NO 0 412Outfall POND_412 MH_A6B SIDE 0 0.65 NO 0 416Outfall Pond_416 596 SIDE 0 0.65 NO 0 417Outfall POND_417 MH_A5 SIDE 0 0.65 NO 0 418Outfall POND_418 MH_A2 SIDE 0 0.65 NO 0 ;release at 0.3cfs/acre 419Outfall Pond_419 625 SIDE 0 0.65 NO 0 ;release at 0.1cfs/acre ;flow is restricted by the capacity of the boubler 421Outfall Pond_421 520 SIDE 0 0.65 NO 0 ;release at 0.1cfs/acre ;flow is restricted by the capacity of the boubler 422Outfall Pond_422 520 SIDE 0 0.65 NO 0 ;release at 0.1cfs/acre ;flow is restricted by the capacity of the boubler 423Outfall Pond_423 Boubler-Pipe SIDE 0 0.65 NO 0 ;release rate 0.3*acres 425Outfall Pond_425 523 SIDE 0 0.65 NO 0 428Outlet Pond_428 526 SIDE 0 0.65 NO 0 429Outfall Pond_429 528 SIDE 0 0.65 NO 0 433Outfall Pond_433 534 SIDE 0 0.65 NO 0 437Outfall Pond_437 630 SIDE 0 0.65 NO 0 440Outfall Pond_440 Pond_890 SIDE 0 0.65 NO 0 454Outfall Pond_454 610 SIDE 0 0.65 NO 0 456Outfall Pond_456 947 SIDE 0 0.65 NO 0 ;release at 0.3cfs/acre 460Outfall Pond_460 625 SIDE 0 0.65 NO 0 463Outfall Pond_463 Pond_890 SIDE 0 0.65 YES 0 464Outfall Pond_464 618 SIDE 0 0.65 NO 0 493Outfall Pond_493 585 SIDE 0 0.65 NO 0 494Outfall Pond_494 718 SIDE 0 0.65 NO 0 498Outfall Pond_498 521 SIDE 0 0.65 NO 0 604Outfall POND_604 Swale_BluesruceSwale-3 SIDE 0 0.65 NO 0 612Outfall POND_612 J7 SIDE 0 0.65 NO 0 ;release at 0.1cfs/acre ;flow is restricted by the capacity of the boubler 620Outfall Pond_620 Pond_802-NECCO_phaseIII SIDE 0 0.65 NO 0 621Outfall Pond_621 Pond_802-NECCO_phaseIII SIDE 0 0.65 NO 0 626Outfall POND_626 MH_B8 SIDE 0 0.65 NO 0 825Outfall POND_825 MH_B4 SIDE 0 0.65 NO 0 890Outfall Pond_890 544 SIDE 0 0.65 NO 0 OTN_Outfall OTNPond_410 OTNMH_5 SIDE 0 0.65 NO 0 Redwing_Marsh_outfall Pond_Redwing_Marsh J2 SIDE 0 0.65 NO 0 Redwing_Outfall POND_128 Pond_Redwing_Marsh SIDE 0 0.65 NO 0 Redwood_Weir1 Pond_Redwood REDWOOD_OUTLET BOTTOM 4.81 0.65 NO 0 Redwood_Weir2 Pond_Redwood REDWOOD_OUTLET SIDE 2.79 0.65 NO 0 Regional_LowFlow Regional_Pond Pond_Outlet SIDE 0 0.65 NO 0 [WEIRS] ;;Name From Node To Node Type CrestHt Qcoeff Gated EndCon EndCoeff Surcharge RoadWidth RoadSurf ;;-------------- ---------------- ---------------- ------------ ---------- ---------- -------- -------- ---------- ---------- ---------- ---------- 128Out POND_128 POND_307 TRAPEZOIDAL 2.8 2.6 NO 0 0 YES Evergreen_Weir Evergreen_East_Pond EG_Outlet_3 TRAPEZOIDAL 6.19 3 NO 0 0 YES Pond_463Overflow Pond_463 Pond_890 TRAPEZOIDAL 3.25 3.6 YES 0 0 YES Pond_890Overflow Pond_890 544 TRAPEZOIDAL 5 2.6 NO 0 0 YES Redwing_out Pond_Redwing_Marsh J4 TRAPEZOIDAL 4.2 2.6 NO 0 0 YES REGIONALPOND_OUTLET Regional_Pond Pond_Outlet TRANSVERSE 6.36 3 NO 0 0 YES Side_J10 J10 Pond_Redwood TRAPEZOIDAL 3 3 NO 0 0 YES Weir-300_Pond POND_300 903 TRANSVERSE 3.5 3 NO 0 0 YES [OUTLETS] ;;Name From Node To Node Offset Type QTable/Qcoeff Qexpon Gated ;;-------------- ---------------- ---------------- ---------- --------------- ---------------- ---------- -------- 315OUTFALL Pond_315-Falcon_Ridge_N_Pond 315OUTFALL 0 TABULAR/DEPTH 315OUTFALL YES 108OUTFALL Pond_108-Pheasant_Ridge_N_Pond 257 0 TABULAR/DEPTH 320OUTFALL YES 332OUTFALL Pond_432 232 0 TABULAR/DEPTH 332OUTFALL YES 434Outfall Pond_434 535 0 TABULAR/DEPTH 434 YES 803OUTFALL Pond_803 803OUTFALL 0 TABULAR/DEPTH 803OUTFALL YES 820OUTFALL Pond_820-Lindenmeier_Lake 990 0 TABULAR/DEPTH 820Outlet YES 875OUTFALL Pond_455 875OUTFALL 0 TABULAR/DEPTH 875OUTFALL YES [XSECTIONS] ;;Link Shape Geom1 Geom2 Geom3 Geom4 Barrels Culvert ;;-------------- ------------ ---------------- ---------- ---------- ---------- ---------- ---------- 112_Overflow IRREGULAR Street_B 3 4 4 1 18 TRAPEZOIDAL 6 20 4 4 1 158 TRAPEZOIDAL 3 0 60 60 1 209 CIRCULAR 1.75 0 0 0 1 227 IRREGULAR Street_B 3 4 4 1 228 IRREGULAR Street_B 3 4 4 1 232 TRAPEZOIDAL 1 50 50 50 1 240 TRIANGULAR 10 1000 0 0 1 245 TRAPEZOIDAL 3.5 0 4 4 1 270 TRAPEZOIDAL 1 3 100 100 1 280 CIRCULAR 3 0 0 0 1 285 IRREGULAR 285 3 4 4 1 300_Outlet CIRCULAR 2 0 0 0 1 302_Outlet CIRCULAR 1.4 0 0 0 1 518 TRAPEZOIDAL 10 10 2 2 1 519 TRAPEZOIDAL 5 30 3 3 1 520 TRAPEZOIDAL 5 5 17 100 1 521 TRAPEZOIDAL 3.5 19 2 2 1 522 IRREGULAR 522 3 4 4 1 523 IRREGULAR 523 3 4 4 1 524 IRREGULAR 525 3 4 4 1 525 IRREGULAR 525 3 4 4 1 526 TRAPEZOIDAL 4 010 5 5 1 527 TRAPEZOIDAL 5 10 3 3 1 527B TRAPEZOIDAL 5 5 3 3 1 528 TRAPEZOIDAL 5 5 4 4 1 529 TRAPEZOIDAL 5 4 4 4 1 530 TRAPEZOIDAL 10 5 4 4 1 533 TRIANGULAR 3 600 0 0 1 534 IRREGULAR 534 3 4 4 1 535 TRAPEZOIDAL 10 5 4 4 1 537 TRAPEZOIDAL 5 5 4 4 1 538 TRAPEZOIDAL 10 5 4 4 1 539 TRAPEZOIDAL 10 5 4 4 1 540 IRREGULAR 540 3 4 4 1 541 TRIANGULAR 6 1200 0 0 1 543 TRAPEZOIDAL 5 15 3 3 1 544 IRREGULAR 544 3 4 4 1 545 TRAPEZOIDAL 5 50 4 4 1 546 IRREGULAR 546 3 4 4 1 547 IRREGULAR 547 3 4 4 1 548 IRREGULAR 548 3 4 4 1 549 IRREGULAR 549 3 4 4 1 550 TRIANGULAR 6 600 0 0 1 551 TRIANGULAR 5 500 0 0 1 554 TRAPEZOIDAL 10 0 4 4 1 555 TRAPEZOIDAL 10 0 4 4 1 556 TRAPEZOIDAL 10 0 3 2 1 557 TRAPEZOIDAL 2 10 100 100 1 558 TRAPEZOIDAL 6 20 4 4 1 560 IRREGULAR 560 3 4 4 1 570 TRAPEZOIDAL 3 10 100 100 1 575 TRAPEZOIDAL 1 1 100 50 1 580 TRAPEZOIDAL 6 2 4 100 1 585 IRREGULAR 585 3 4 4 1 590 TRAPEZOIDAL 6 2 100 100 1 591 TRIANGULAR 5 40 0 0 1 592 TRAPEZOIDAL 5 50 4 4 1 593 TRAPEZOIDAL 6 2 100 100 1 595 TRAPEZOIDAL 6 20 4 4 1 596 IRREGULAR 596 3 4 4 1 597 TRAPEZOIDAL 7 50 100 100 1 599 TRAPEZOIDAL 3 0 100 100 1 741 IRREGULAR Dry_Creek_B 3 4 4 1 744 IRREGULAR Dry_Creek_B 3 4 4 1 902 TRAPEZOIDAL 13 20 1.5 1.5 1 903 TRAPEZOIDAL 3 30 3.5 3.5 1 904 TRAPEZOIDAL 13 20 1.5 1.5 1 905 TRAPEZOIDAL 13 20 1.5 1.5 1 910 TRAPEZOIDAL 13 20 1.5 1.5 1 915 TRAPEZOIDAL 13 20 1.5 1.5 1 920 TRAPEZOIDAL 13 20 1.5 1.5 1 925 TRAPEZOIDAL 13 20 1.5 1.5 1 926 TRAPEZOIDAL 13 20 1.5 1.5 1 928 TRAPEZOIDAL 13 20 1.5 1.5 1 929 IRREGULAR 941 3 4 4 1 930 TRAPEZOIDAL 13 20 1.5 1.5 1 931 TRAPEZOIDAL 13 20 1.5 1.5 1 932 TRAPEZOIDAL 13 20 1.5 1.5 1 934 TRAPEZOIDAL 3 2 50 50 1 936 TRAPEZOIDAL 13 20 1.5 1.5 1 938 TRAPEZOIDAL 13 20 1.5 1.5 1 940 TRAPEZOIDAL 13 20 1.5 1.5 1 941 IRREGULAR 941 3 4 4 1 942 IRREGULAR 943 3 4 4 1 943 IRREGULAR 943 3 4 4 1 944 IRREGULAR 943 3 4 4 1 945 IRREGULAR 943 3 4 4 1 952 TRAPEZOIDAL 5.0 18 3 3 1 957 IRREGULAR 943 3 4 4 1 963 TRAPEZOIDAL 13 20 1.5 1.5 1 973 TRAPEZOIDAL 10 10 3 02 1 990 TRAPEZOIDAL 5 20 4 4 1 Basin_112_Overflow IRREGULAR Street_B 3 4 4 1 Basin_912 CIRCULAR 3.5 0 0 0 3 1 Boubler-swale TRAPEZOIDAL 5 13 1.5 1 1 Carryover_from_INLET_B10A IRREGULAR Street_B 3 4 4 1 Channel_330 IRREGULAR Channel526 3 4 4 1 Diversion-527 TRAPEZOIDAL 1 50 50 50 1 EG_Outlet_3 HORIZ_ELLIPSE 3.58333 5.667 0 0 1 EG_Outlet_4 HORIZ_ELLIPSE 3.58333 5.667 0 0 1 Evergreen_West_Outlet HORIZ_ELLIPSE 2.8333 4.41667 0 0 1 EX_SS_112 CIRCULAR 2 0 0 0 1 EX_SS_14 CIRCULAR 3 0 0 0 1 EX_SS_15 CIRCULAR 3 0 0 0 1 Lateral_A2A CIRCULAR 1.25 0 0 0 1 Lateral_A2B CIRCULAR 4 0 0 0 1 Lateral_A2D CIRCULAR 4 0 0 0 1 LATERAL_A5A CIRCULAR 2.5 0 0 0 2 LATERAL_A5B CIRCULAR 3.5 0 0 0 2 LATERAL_A6 CIRCULAR 4 0 0 0 1 LATERAL_A7A CIRCULAR 2 0 0 0 1 LATERAL_A7B CIRCULAR 1.5 0 0 0 1 LATERAL_A8A CIRCULAR 2.5 0 0 0 1 LATERAL_A8B CIRCULAR 2.5 0 0 0 1 LATERAL_A9A CIRCULAR 3.5 0 0 0 1 LATERAL_A9B CIRCULAR 2.5 0 0 0 1 LATERAL_B10A CIRCULAR 3.5 0 0 0 1 LATERAL_B10B HORIZ_ELLIPSE 2.833 4.41667 0 0 1 LATERAL_B4A CIRCULAR 2.5 0 0 0 1 LATERAL_B4B CIRCULAR 2.5 0 0 0 1 LATERAL_B5A CIRCULAR 2.5 0 0 0 1 LATERAL_B6A CIRCULAR 2 0 0 0 1 LATERAL_B7A CIRCULAR 2 0 0 0 1 LATERAL_B8A CIRCULAR 2 0 0 0 1 LATERAL_B9A CIRCULAR 4 0 0 0 1 LATERAL_B9B CIRCULAR 4 0 0 0 1 LATERAL_C4A CIRCULAR 2.5 0 0 0 1 LATERAL_C4B CIRCULAR 2.5 0 0 0 1 LATERAL_C6A CIRCULAR 2.5 0 0 0 1 LATERAL_C6B CIRCULAR 2.5 0 0 0 1 LATERAL_E1C CIRCULAR 2.5 0 0 0 2 Necco_phaseIII-outfall CIRCULAR 3.875 0 0 0 2 1 OTNSTORM_1 CIRCULAR 2.5 0 0 0 1 OTNSTORM_2 CIRCULAR 2 0 0 0 1 OTNSTORM_2A CIRCULAR 2.5 0 0 0 1 OTNSTORM_3 CIRCULAR 2 0 0 0 1 OTNSTORM_4 CIRCULAR 2 0 0 0 1 OTNSTORM_5 CIRCULAR 2 0 0 0 1 OTNSTORM_bend CIRCULAR 2.5 0 0 0 1 Overflow_B5 IRREGULAR Street_B 3 4 4 1 Overflow_C210 IRREGULAR Street_B 3 4 4 1 Overflow_C29 IRREGULAR Street_B 3 4 4 1 Overflow_In803 IRREGULAR Street_B 3 4 4 1 Overflow_IN804 IRREGULAR Street_B 3 4 4 1 Overflow_inA7 IRREGULAR Street_B 3 4 4 1 Overflow_inA8 IRREGULAR Street_B 3 4 4 1 Overflow_InA8b IRREGULAR Street_B 3 4 4 1 Overflow_OT1a IRREGULAR Street_B 3 4 4 1 Overflow_OT2 IRREGULAR Street_B 3 4 4 1 Overflow_OT2a IRREGULAR Street_B 3 4 4 1 Overflow_OT3 IRREGULAR Street_B 3 4 4 1 Overflow_OT4 IRREGULAR Street_B 3 4 4 1 Redwood_Outlet CIRCULAR 1.25 0 0 0 1 Side_11 IRREGULAR Street_B 3 4 4 1 Side_25 IRREGULAR Street_B 3 4 4 1 Side_26 IRREGULAR Street_B 3 4 4 1 Side_27 IRREGULAR Street_B 3 4 4 1 Side_J4 IRREGULAR Street_B 3 4 4 1 Side_J7 IRREGULAR Street_B 3 4 4 1 Side_J8 IRREGULAR Street_B 3 4 4 1 SS_101 CIRCULAR 5 0 0 0 1 SS_12 CIRCULAR 3 0 0 0 1 SS_203 CIRCULAR 0.5 0 0 0 1 SS_300B CIRCULAR 2 0 0 0 1 SS_400 CIRCULAR 4.5 0 0 0 1 SS_401 CIRCULAR 4.5 0 0 0 1 SS_500 CIRCULAR 2 0 0 0 1 SS_501 CIRCULAR 2 0 0 0 1 SS_502 IRREGULAR 300_Swale 3 4 4 1 SS_601 CIRCULAR 2.5 0 0 0 2 SS_602 CIRCULAR 2.5 0 0 0 1 SS_801 CIRCULAR 4 0 0 0 1 SS_803 CIRCULAR 4 0 0 0 1 SS_804 CIRCULAR 5.5 0 0 0 1 SS_805 CIRCULAR 5.5 0 0 0 1 SS_806 CIRCULAR 3 0 0 0 1 SS_807 CIRCULAR 3 0 0 0 1 SS_810 CIRCULAR 4 0 0 0 1 SS_913A CIRCULAR 4 0 0 0 1 SS_914b CIRCULAR 4 0 0 0 1 SS_A6 CIRCULAR 5 0 0 0 1 SS_A6a CIRCULAR 4.5 0 0 0 1 SS_C10 CIRCULAR 1.25 0 0 0 1 SS_C11 CIRCULAR 1.25 0 0 0 1 SS_C12 CIRCULAR 1.25 0 0 0 1 SS_C13 HORIZ_ELLIPSE 1.75 2.5 0 0 1 SS_C14 HORIZ_ELLIPSE 1.75 2.5 0 0 1 SS_C15 HORIZ_ELLIPSE 1.75 2.5 0 0 1 SS_C16 CIRCULAR 2 0 0 0 1 SS_C17 CIRCULAR 2 0 0 0 1 SS_C8 CIRCULAR 1.25 0 0 0 1 SS_C9 CIRCULAR 2.5 0 0 0 1 SS_redwood_out_b CIRCULAR 4 0 0 0 1 Storm_A02 RECT_CLOSED 4 12 0 0 1 Storm_A03 RECT_CLOSED 4 12 0 0 1 Storm_A04 RECT_CLOSED 4 12 0 0 1 Storm_A05 RECT_CLOSED 4 7 0 0 1 Storm_A06 RECT_CLOSED 4 7 0 0 1 Storm_A07 RECT_CLOSED 4 7 0 0 1 Storm_A08 CIRCULAR 4.5 0 0 0 1 Storm_A09 CIRCULAR 4.5 0 0 0 1 Storm_A10 CIRCULAR 4.5 0 0 0 1 Storm_A11 CIRCULAR 4.5 0 0 0 1 Storm_A12 CIRCULAR 4.5 0 0 0 1 Storm_A13 CIRCULAR 4.5 0 0 0 1 Storm_A14 CIRCULAR 4 0 0 0 1 Storm_B01 CIRCULAR 6 0 0 0 1 Storm_B06 CIRCULAR 4.5 0 0 0 1 Storm_B07 CIRCULAR 4.5 0 0 0 1 Storm_B08 CIRCULAR 4.5 0 0 0 1 Storm_B09 CIRCULAR 4.5 0 0 0 1 Storm_B10 RECT_CLOSED 2 4 0 0 1 Storm_B11 RECT_CLOSED 2 4 0 0 1 Storm_B12 RECT_CLOSED 2 4 0 0 1 Storm_C1 CIRCULAR 3 0 0 0 1 Storm_C2 CIRCULAR 3 0 0 0 1 Storm_C3 CIRCULAR 3 0 0 0 1 Storm_C4 CIRCULAR 3 0 0 0 1 Storm_C5 CIRCULAR 3 0 0 0 1 Storm_C6 CIRCULAR 3 0 0 0 1 Storm_C7 CIRCULAR 3 0 0 0 1 Storm_C8 CIRCULAR 3 0 0 0 1 Storm_C9 CIRCULAR 3 0 0 0 1 Storm_L1 CIRCULAR 4 0 0 0 1 Storm_L2 CIRCULAR 4 0 0 0 1 Storm_L3 CIRCULAR 4 0 0 0 1 Storm_L4 CIRCULAR 4 0 0 0 1 Storm_L5 CIRCULAR 3 0 0 0 2 Swale_700 IRREGULAR 303_Outlet_Swale 3 4 4 1 Swale_BluesruceSwale-1 IRREGULAR 303_Outlet_Swale 3 4 4 1 Swale_BluesruceSwale-2 IRREGULAR 303_Outlet_Swale 3 4 4 1 Swale_BluesruceSwale-3 IRREGULAR 303_Outlet_Swale 3 4 4 1 Swale_Evergreen_Inlet IRREGULAR 303_Inflow_Swale 3 4 4 1 Vine_1 IRREGULAR Street_B 3 4 4 1 VIne_2 IRREGULAR Street_B 3 4 4 1 Vine_3 IRREGULAR Street_B 3 4 4 1 Vine_4 IRREGULAR Street_B 3 4 4 1 Vine_C1 IRREGULAR Street_B 3 4 4 1 Vine_C2 IRREGULAR Street_B 3 4 4 1 Vine_C3 IRREGULAR Street_B 3 4 4 1 Vine_C4 IRREGULAR Street_B 3 4 4 1 EX-24in_Vine CIRCULAR 2 0 0 0 1 1 EX-4-48in CIRCULAR 4 0 0 0 1 1 EX-12in_Vine FILLED_CIRCULAR 1 0.5 0 0 1 1 53 TRAPEZOIDAL 5 20 1.5 1 1 54 TRAPEZOIDAL 5 20 1.5 1 1 OTN-COND4 CIRCULAR 2.5 0 0 0 1 1 OTN-COND2 CIRCULAR 2 0 0 0 1 OTN-COND3 CIRCULAR 2.5 0 0 0 1 OTN-COND1 CIRCULAR 2 0 0 0 1 1 101Outfall CIRCULAR 0.8 0 0 0 110Outfall CIRCULAR 1.2 0 0 0 113Outfall CIRCULAR 0.833 0 0 0 115Outfall CIRCULAR 0.78 0 0 0 116Outfall CIRCULAR 0.8 0 0 0 129Outfall CIRCULAR 1.2 0 0 0 224Outfall CIRCULAR 0.45 0 0 0 226Outfall CIRCULAR 0.75 0 0 0 229Outfall CIRCULAR 0.3 0 0 0 304Outfall CIRCULAR 1.75 0 0 0 307Outfall CIRCULAR 1.25 0 0 0 313Outfall CIRCULAR 0.5 0 0 0 319Outfall CIRCULAR 0.75 0 0 0 320Outfall CIRCULAR 0.6 0 0 0 324Outfall CIRCULAR 0.3 0 0 0 328Outfall CIRCULAR 0.667 0 0 0 329Outfall CIRCULAR 0.9 0 0 0 418Outfall CIRCULAR 0.75 0 0 0 419Outfall CIRCULAR 2 0 0 0 421Outfall CIRCULAR 0.8 0 0 0 422Outfall CIRCULAR 1.4 0 0 0 423Outfall CIRCULAR 0.9 0 0 0 425Outfall CIRCULAR 1.7 0 0 0 428Outlet RECT_CLOSED 4 8 0 0 429Outfall RECT_CLOSED 4 10 0 0 433Outfall CIRCULAR 3.5 0 0 0 437Outfall CIRCULAR 1 0 0 0 440Outfall CIRCULAR 1.2 0 0 0 454Outfall CIRCULAR 2 0 0 0 456Outfall CIRCULAR 1 0 0 0 460Outfall CIRCULAR 1 0 0 0 463Outfall CIRCULAR 2 0 0 0 464Outfall CIRCULAR 1.2 0 0 0 493Outfall CIRCULAR 1 0 0 0 494Outfall CIRCULAR 0.8 0 0 0 498Outfall CIRCULAR 0.7 0 0 0 604Outfall CIRCULAR 0.4 0 0 0 612Outfall CIRCULAR 0.75 0 0 0 620Outfall CIRCULAR 0.7 0 0 0 621Outfall CIRCULAR 0.6 0 0 0 626Outfall CIRCULAR 0.45 0 0 0 801Outfall CIRCULAR 1.35 0 0 0 804Outfall CIRCULAR 2 0 0 0 824Outfall CIRCULAR 0.5 0 0 0 825Outfall CIRCULAR 0.3 0 0 0 890Outfall CIRCULAR 2.5 0 0 0 OTN_Outfall RECT_CLOSED 1.5 2.667 0 0 Redwing_Marsh_outfall CIRCULAR 1.15 0 0 0 Redwing_Outfall CIRCULAR 2 0 0 0 Redwood_Weir1 RECT_CLOSED 3 4 0 0 Redwood_Weir2 CIRCULAR 0.3 0 0 0 Regional_LowFlow CIRCULAR 0.6 0 0 0 128Out TRAPEZOIDAL 1 200 4 4 Evergreen_Weir TRAPEZOIDAL 2 30 20 20 Pond_463Overflow TRAPEZOIDAL 0.5 300 4 4 Pond_890Overflow TRAPEZOIDAL 1 200 4 4 Redwing_out TRAPEZOIDAL 1 200 4 4 REGIONALPOND_OUTLET RECT_OPEN 4.64 9 0 0 Side_J10 TRAPEZOIDAL 1 90 40 40 Weir-300_Pond RECT_OPEN 1 105 0 0 [TRANSECTS] ;;Transect Data in HEC-2 format ; NC .08 .08 .06 X1 202 6 0.025 58.5 0.0 0.0 0.0 0.0 0.0 GR 5000 0 4999.975 2.5 4994.475 24.5 4994.475 36.5 4999.975 58.5 GR 5000 61 ; NC .08 .08 .06 X1 205 6 2.5 50.9 0.0 0.0 0.0 0.0 0.0 GR 5000 0 4999.975 2.5 4997.675 11.7 4997.675 41.7 4999.945 50.9 GR 5000 53.4 ; NC .08 .08 .06 X1 206 6 2.5 49.5 0.0 0.0 0.0 0.0 0.0 GR 5000 0 4999.975 2.5 4994.975 22.5 4994.975 29.5 4999.975 49.5 GR 5000 52 GR 5000 52 ; NC .08 .08 .06 X1 285 6 5 38 0.0 0.0 0.0 0.0 0.0 GR 5000 0 4999.95 5 4997.95 21 4997.95 26 4999.95 38 GR 5000 43 ; NC .035 .035 .035 X1 300_Swale 51 153.53 274.36 0.0 0.0 0.0 0.0 0.0 GR 4986.1 -100 4985.1 -25 4984.48 13.77 4984.37 25.17 4984.24 28.48 GR 4984.19 31.19 4984.07 48.1 4984.01 58.7 4983.95 63.62 4983.81 77.15 GR 4983.75 81.76 4983.65 92.53 4983.57 106.48 4983.4 118.16 4983.22 129.3 GR 4983.11 146.35 4983.09 153.53 4982.95 163.78 4982.91 167.19 4982.88 169.51 GR 4982.58 199.83 4982.58 199.91 4982.58 200.05 4982.63 223.9 4982.64 230.01 GR 4982.8 242.43 4982.85 246.54 4982.88 248.39 4982.96 257.96 4983.16 274.36 GR 4983.28 289.44 4983.34 312.67 4983.36 320.3 4983.39 321.8 4983.55 334.96 GR 4983.43 336.54 4983.26 338.14 4983.41 340.39 4983.46 341.35 4983.56 348.06 GR 4983.92 362.74 4984.09 384.63 4984.25 396.08 4984.32 400.76 4984.64 421.12 GR 4984.74 423.68 4984.73 424.86 4984.9 429.94 4985.09 433.47 4985.37 440.53 GR 4986.1 500 ; NC 0.045 0.035 0.045 X1 303_Inflow_Swale 17 63.53 125 0.0 0.0 0.0 0.0 0.0 GR 4973.28 63.53 4972.35 68.05 4971.48 72.52 4971.48 72.54 4970.47 77.74 GR 4970.14 79.24 4969.56 81.7 4968.73 84.72 4968.43 88.87 4967.68 96.28 GR 4968.41 104.27 4968.65 105.84 4969.31 109.34 4970.82 116.57 4970.82 116.59 GR 4971.41 119.38 4973.1 125 ; NC 0.045 0.035 0.045 X1 303_Outlet_Swale 34 84.22 140.23 0.0 0.0 0.0 0.0 0.0 GR 4971.15 33.26 4971.06 43.67 4971.09 46.28 4970.94 53.86 4970.77 61.96 GR 4970.57 66.46 4970.07 76.09 4969.67 83.32 4969.62 84.22 4967.76 89.47 GR 4966 94.38 4965.64 95.56 4965.45 96.43 4964.12 103.51 4963.85 109.71 GR 4963.77 111.79 4964.64 115.53 4966.64 123.78 4968.69 132.91 4969.71 137.7 GR 4969.67 140.23 4969.23 155.88 4969.25 156.25 4969.56 158.96 4969.14 162.04 GR 4969.11 162.92 4969.11 167.11 4969.1 177.92 4969.17 194.96 4969.18 195.83 GR 4969.18 196.18 4969.04 219.53 4969.02 230.75 4968.92 248.67 ; NC .08 .08 .06 X1 502 8 3.5 26.5 0.0 0.0 0.0 0.0 0.0 GR 5002 -100 5000 0 4999.965 3.5 4997.965 11.5 4997.956 16.5 GR 4999.965 26.5 5000 30 5002 130 ; NC .05 .05 .06 X1 504 6 2.5 47.5 0.0 0.0 0.0 0.0 0.0 GR 5000 0 4999.975 2.5 4996.975 17.5 4996.975 32.5 4999.975 47.5 GR 5000 50 ; NC .08 .08 .06 X1 506 8 3.5 203.5 0.0 0.0 0.0 0.0 0.0 GR 5001 -50 5000 0 4999.965 3.5 4998.465 48.5 4998.465 53.5 GR 4999.965 203.5 5000 207 5001 257 ; NC .08 .08 .05 X1 508 8 5.5 16.5 0.0 0.0 0.0 0.0 0.0 GR 5002 -100 5000 0 4999.945 5.5 4998.945 8.5 4998.945 13.5 GR 4999.945 16.5 5000 22 5002 122 ; NC .06 .06 .035 X1 510 6 5 35 0.0 0.0 0.0 0.0 0.0 GR 5002 -100 5000 0 4999.945 5.5 4998.945 8.5 4998.945 13.5 GR 4999.945 16.5 5000 22 5002 122 ; NC .08 .08 .04 X1 516 8 12 36 0.0 0.0 0.0 0.0 0.0 GR 5002 -100 5000 0 4999.88 12 4996.88 21 4996.88 27 GR 4999.88 36 5000 48 5002 148 ; NC .08 .08 .04 X1 517 8 23 69 0.0 0.0 0.0 0.0 0.0 GR 5005 -10 5000 0 4999.77 23 4995.77 39 4995.77 49 GR 4999.77 69 5000 92 5005 102 ; NC .08 .08 .035 X1 519 8 19 57 0.0 0.0 0.0 0.0 0.0 GR 5002 -100 5000 0 4999.81 19 4996.81 28 4996.81 48 GR 4999.81 57 5000 76 5002 176 ; NC .06 .06 .035 X1 521 8 2.5 215.5 0.0 0.0 0.0 0.0 0.0 GR 5010 -10 5000 0 4999.975 2.5 4997.975 10.5 4997.975 15.5 GR 4999.975 215.5 5000 218 5010 400 ; NC .08 .08 .06 X1 522 7 2 6 0.0 0.0 0.0 0.0 0.0 GR 5002 -10 5000 0 4999.98 2 4998.98 4 4999.98 6 GR 5000 8 5002 18 ; NC 0.08 0.08 0.06 X1 523 8 10 30 0.0 0.0 0.0 0.0 0.0 GR 5005 -20 5000 0 4999.9 10 4998.9 15 4998.9 20 GR 4999.9 30 5000 40 5005 60 ; NC .08 .08 .06 X1 525 7 2 6 0.0 0.0 0.0 0.0 0.0 GR 5005 -20 5000 0 4999 2 4998 4 4999 6 GR 5000 8 5005 28 ; NC .06 .06 .04 X1 528 6 14 42 0.0 0.0 0.0 0.0 0.0 GR 5000 0 4999.86 14 4996.86 23 4996.86 33 4999.86 42 GR 5000 56 ; NC .06 .06 .04 X1 529 6 20 63 0.0 0.0 0.0 0.0 0.0 GR 5000 0 4999.8 20 4994.3 36.5 4994.3 46.5 4999.8 63 GR 5000 83 ; NC .06 .06 .05 X1 530 6 21 63 0.0 0.0 0.0 0.0 0.0 GR 5000 0 4999.79 21 4995.79 37 4995.79 47 4999.79 63 GR 5000 84 ; NC .04 .04 .016 X1 531 5 25 75 0.0 0.0 0.0 0.0 0.0 GR 5000 0 4999.583 25 4999.083 50 4999.583 75 5000 100 ; NC .016 .016 .04 X1 534 5 25 75 0.0 0.0 0.0 0.0 0.0 GR 5000 0 4999.583 25 4999.083 50 4999.583 75 5000 100 ; NC .04 .04 0.016 X1 536 7 25 75 0.0 0.0 0.0 0.0 0.0 GR 5000.5 -10 5000 0 4999.583 25 4999.083 50 4999.583 75 GR 5000 100 5000.5 110 ; NC .04 .04 .016 X1 537 7 25 75 0.0 0.0 0.0 0.0 0.0 GR 5001 -10 5000 0 4999.583 25 4999.083 50 4999.583 75 GR 5000 100 5001 110 ; NC .06 .06 .05 X1 538 8 14.5 43.5 0.0 0.0 0.0 0.0 0.0 GR 5002 -100 5000 0 4999.855 14.5 4995.855 26.5 4995.855 31.5 GR 4999.855 43.5 5000 58 5002 158 ; NC .06 .06 .05 X1 539 6 37.5 112.5 0.0 0.0 0.0 0.0 0.0 GR 5000 0 4999.625 37.5 4994.625 82.5 4994.625 87.5 4999.625 112.5 GR 5000 150 ; NC .08 .08 .05 X1 540 6 20 60 0.0 0.0 0.0 0.0 0.0 GR 5005 0 4999.8 20 4996.8 35 4996.8 45 4999.8 60 GR 5005 80 ; NC .08 .08 .08 X1 544 3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 GR 5000 0 4994 60 5000 660 ; NC .08 .08 .05 X1 546 6 22.5 67.5 0.0 0.0 0.0 0.0 0.0 GR 5000 0 4999.775 22.5 4994.775 42.5 4994.775 47.5 4999.775 67.5 GR 5000 90 ; NC .08 .08 .04 X1 547 6 22.5 67.5 0.0 0.0 0.0 0.0 0.0 GR 5000 0 4999.775 22.5 4994.775 42.5 4994.775 47.5 4999.775 67.5 GR 5000 90 ; NC .08 .08 .05 X1 548 6 14.5 43.5 0.0 0.0 0.0 0.0 0.0 GR 5000 0 4999.855 14.5 4995.855 26.5 4995.855 31.5 4999.855 43.5 GR 5000 58 ; NC .04 .04 .016 X1 549 7 25 75 0.0 0.0 0.0 0.0 0.0 GR 5000.5 -10 5000 0 4999.583 25 4999.083 50 4999.583 75 GR 5000 100 5000.5 110 ; NC .04 .04 .016 X1 560 5 25 75 0.0 0.0 0.0 0.0 0.0 GR 5000.5 0 4999.583 25 4999.083 50 4999.583 75 5000.5 100 ; NC .08 .08 .05 X1 585 6 20 60 0.0 0.0 0.0 0.0 0.0 GR 5005 0 4999.8 20 4996.8 35 4996.8 45 4999.8 60 GR 5005 80 ; NC .08 .08 .035 X1 666 8 3 14 0.0 0.0 0.0 0.0 0.0 GR 5002 -100 5000 0 4999.97 3 4998.97 6 4998.97 11 GR 4999.97 14 5000 17 5002 117 ; NC .08 .08 .06 X1 667 6 5.5 58.5 0.0 0.0 0.0 0.0 0.0 GR 5000 0 4999.945 5.5 4991.945 29.5 4991.945 34.5 4999.945 58.5 GR 5000 64 ; NC .04 .04 .016 X1 941 5 25 75 0.0 0.0 0.0 0.0 0.0 GR 5000 0 4999.583 25 4999.083 50 4999.583 75 5000 100 ; NC .04 .04 .016 X1 943 7 25 75 0.0 0.0 0.0 0.0 0.0 GR 5002 -100 5000 0 4999.583 25 4999.083 50 4999.583 75 GR 5000 100 5002 200 ; NC 0.035 0.035 0.035 X1 Channel526 6 18.51 48.78 0.0 0.0 0.0 0.0 0.0 GR 4966.1 10.28 4965.1 18.51 4962.1 31.55 4962.1 37.57 4965.1 48.79 GR 4966.1 60.02 ; NC 0.035 0.035 0.016 X1 Street_A 13 110 171 0.0 0.0 0.0 0.0 0.0 GR 4977.8 -1000 4976.8 -500 4975.8 100 4975.68 106 4975.6 110 GR 4975.1 110.5 4975.7 140.5 4975.1 170.5 4975.6 171 4975.68 175 GR 4975.8 181 4976.8 781 4977.8 1281 ; NC 0.035 0.035 0.016 X1 Street_B 13 106 155 0.0 0.0 0.0 0.0 0.0 GR 4978.1 -100 4976.8 50 4975.8 100 4975.68 106 4975.6 110 GR 4975.1 110.5 4975.5 130.5 4975.1 150.5 4975.6 151 4975.68 155 GR 4975.8 161 4976.8 211 4978.1 361 ; NC 0.03 0.03 0.016 X1 Street_C 11 161.95 245.28 0.0 0.0 0.0 0.0 0.0 GR 4986.6 -200 4986.1 -175 4985.6 -150 4985.35 -100 4985.25 125 GR 4986.17 161.95 4985.99 175.75 4985.39 191.42 4984.1 198.44 4984.85 215 GR 4986.42 245.28 ; NC 0.035 0.035 0.02 X1 Overflow 12 0.0 81.67 0.0 0.0 0.0 0.0 0.0 GR 4984.92 -200 4982.92 0 4982.9 7.43 4982.83 28.63 4982.56 55.18 GR 4982.56 58.77 4982.46 62.36 4982.44 64.22 4982.33 71.5 4981.9 79.61 GR 4983.25 150 4985.25 350 ; NC 0.06 0.035 0.035 X1 TP_Swale_A 19 79.24 90.1 0.0 0.0 0.0 0.0 0.0 GR 4990.53 -371.71 4988.53 -171.71 4986.53 28.29 4986.32 37.17 4986.12 46.13 GR 4985.85 57.67 4985.66 66.18 4985.42 79.24 4984.83 83.93 4984.54 86.58 GR 4985.57 90.1 4985.98 91.22 4987.59 95.6 4987.94 98.83 4988.09 100.5 GR 4988.64 101.98 4989.47 104.28 4989.46 107.3 4989.42 112.37 ; NC 0.04 0.035 0.04 X1 TP_Swale_B 41 81.67 113.22 0.0 0.0 0.0 0.0 0.0 GR 4979.83 37.13 4979.83 45.48 4978.8 50.73 4977.85 55.5 4977.77 67.52 GR 4977.81 69.37 4977.92 81.58 4977.92 81.67 4977.91 81.98 4977.61 83.62 GR 4976.17 91.36 4975.99 92.37 4975.98 92.85 4975.92 96 4975.9 97.41 GR 4977.94 107.86 4978.1 108.61 4978.16 109.19 4978.72 113.22 4978.75 117.4 ; NC 0.035 0.016 0.035 X1 TP_Street 23 94.53 133.82 0.0 0.0 0.0 0.0 0.0 GR 4984.09 -190.05 4982.09 9.95 4981.91 34.8 4981.47 94.53 4981.31 95.59 GR 4981.17 96.48 4981.34 97.54 4981.47 98.42 4981.65 105.27 4981.98 114.54 GR 4981.55 123.07 4981.33 129.89 4981.21 130.62 4981.03 131.85 4981.14 132.58 GR 4981.33 133.82 4981.77 185.4 4982.2 218.78 4982.17 224 4982.28 238.96 GR 4982.31 245.29 4982.3 246.12 4984.3 446.12 ; NC 0.045 0.035 0.045 X1 Lake_Canal 10 125.76 170.14 0.0 0.0 0.0 0.0 0.0 GR 4962.91 1 4959.56 125.76 4954.71 129.87 4955.34 135.6 4955.36 146.6 GR 4955.52 147.18 4960.86 157.19 4961.16 163.93 4961.28 166.87 4961.44 170.14 ; NC 0.045 0.035 0.045 X1 Dry_Creek_A 30 100.92 220.8 0.0 0.0 0.0 0.0 0.0 GR 4980.37 58.23 4980.11 70.81 4980.09 91.13 4980.19 100.92 4979.52 118.66 GR 4979.02 129.97 4978.91 130.68 4978.91 130.7 4978.23 135.21 4977.83 138.13 GR 4977.27 142.39 4974.84 154.08 4973.91 157.04 4975.27 168.34 4976.22 175.55 GR 4976.37 177.8 4976.59 179.87 4976.59 179.89 4977.04 184.07 4977.28 185.44 GR 4977.65 195.49 4977.67 196.12 4977.79 198.96 4978.08 203.33 4979.53 220.8 GR 4979.47 234.32 4979.44 252.45 4979.39 259.65 4979.05 283.14 4979.02 284.9 ; NC 0.035 0.035 0.035 X1 Dry_Creek_B 13 73.29 121.8 0.0 0.0 0.0 0.0 0.0 GR 4970.1 0 4969.1 40 4968.54 73.29 4968.46 90.37 4967.94 92.56 GR 4966.93 97.48 4967.49 99.74 4968.14 102.39 4968.42 103.25 4968.49 108.88 GR 4968.54 121.8 4969.1 155.09 4970.1 195.09 ; NC 0.045 0.035 0.045 X1 Dry_Creek_C 36 177.12 309.52 0.0 0.0 0.0 0.0 0.0 GR 4965.03 177.12 4964.45 190.91 4964.37 193.03 4964.24 196.78 4964.07 202.2 GR 4963.81 210.36 4963.77 211.4 4964.18 219.56 4964.27 220.26 4964.2 221.58 GR 4963.76 227.33 4963.13 231.83 4963.02 232.56 4962.7 235.98 4962.53 238.19 GR 4961.93 245.15 4961.89 245.34 4960.38 252.83 4959.98 260.66 4959.77 264.49 GR 4959.68 265.92 4959.45 268.75 4960.39 272.85 4960.68 274 4961.49 276.92 GR 4962.29 279.61 4963.16 282.85 4964.21 286.53 4964.32 288.57 4964.57 292.1 GR 4964.74 294.02 4965.09 297.14 4965.1 300.31 4965.2 302.46 4964.74 307.55 GR 4964.62 309.52 ; NC 0.045 0.016 0.016 X1 203_Overflow 47 14.98 327.79 0.0 0.0 0.0 0.0 0.0 GR 4986.1 -500 4984.79 -185.02 4982.79 14.98 4982.75 17.46 4982.76 17.7 GR 4982.79 20.53 4982.54 38.02 4982.33 48.29 4982.07 61.4 4981.72 74.56 GR 4981.34 93.58 4981.21 100.48 4980.94 114.67 4980.8 122.71 4980.75 124.64 GR 4980.75 124.76 4980.74 125.39 4980.38 137.78 4980.37 138.06 4980.39 138.59 GR 4980.39 138.9 4980.56 149.38 4980.65 154.46 4981 171.03 4981.06 173.88 GR 4981.57 193.85 4981.72 199.82 4981.74 200.55 4982.37 222.05 4982.75 233.46 GR 4983.08 243.3 4983.23 256.36 4983.3 263.89 4983.37 267.01 4983.38 267.29 GR 4983.62 278.77 4983.73 283.73 4983.74 284.77 4983.76 284.93 4983.76 285.06 GR 4983.82 287.02 4984.22 301.68 4984.19 310.51 4984.24 316.45 4984.26 327.79 GR 4985.1 500 4986.1 750 ; NC 0.025 0.025 0.025 X1 255_Swale 13 132.05 197.36 0.0 0.0 0.0 0.0 0.0 GR 4966.98 122.29 4966.96 132.05 4965.84 141.43 4965.13 147.31 4962.96 154.97 GR 4961.66 160.35 4963.04 165.54 4964.5 171.09 4965.76 175.92 4966.09 180.76 GR 4966.55 188.65 4966.65 197.36 4966.84 221.22 ; NC 0.02 0.02 0.02 GR 4984.08 278.09 4983.94 289.03 4983.93 299.43 4983.91 307.78 4983.9 315.37 GR 4983.85 328.9 4983.47 339.32 4983.22 345.63 4982.95 348.34 4983.73 349.76 GR 4985.32 353.58 4985.62 354.24 4985.63 354.69 4985.8 357.66 4985.36 371.93 GR 4985.31 375.38 4985.28 375.98 4985.28 376.17 4985.31 380.59 4985.38 386.07 GR 4985.62 400.73 4985.75 407.05 4985.75 407.39 4985.79 408.02 4985.84 408.59 GR 4985.94 413.83 4985.95 414.73 4985.98 416.81 4985.99 417.51 4986.06 419.67 GR 4986.08 420.24 4986.48 429.79 4986.66 435.61 4986.74 445.19 4987.32 450.48 GR 4987.55 452.54 4987.53 455.78 4987.53 455.96 4987.3 465.95 4987.41 470 GR 4987.58 475.22 4987.58 475.61 4987.69 476.98 4987.72 477.09 4987.81 477.65 GR 4987.82 478.14 4987.78 478.67 4987.63 479.31 4987.54 480.12 4987.31 481.92 GR 4987.34 483.28 4987.39 485.89 4987.54 497.79 4987.55 498.55 ; NC 0.035 0.035 0.035 X1 RedwoodChannelW 5 153 234 0.0 0.0 0.0 0.0 0.0 GR 4961.2 130 4961.94 153 4956.83 178 4960.75 205 4960.93 234 ; NC 0.035 0.035 0.035 X1 RedwoodChannelE 5 100 169 0.0 0.0 0.0 0.0 0.0 GR 4957.66 100 4956.64 126 4954.24 147 4957.31 169 4956.22 192 [LOSSES] ;;Link Kentry Kexit Kavg Flap Gate Seepage ;;-------------- ---------- ---------- ---------- ---------- ---------- 521 0 1 0 NO 0 Basin_912 0 0 0.5 NO 0 EX_SS_112 0 0.25 0 NO 0 EX_SS_14 0 0.05 0 NO 0 EX_SS_15 0 1.01 0 NO 0 Lateral_A2A 0 0.05 0 NO 0 Lateral_A2B 0 0.08 0 NO 0 Lateral_A2D 0 0.28 0 NO 0 LATERAL_A5A 0 0.05 0 NO 0 LATERAL_A5B 1.4 1.01 0 NO 0 LATERAL_A6 2.4 1 0 YES 0 LATERAL_A7B 5 0 0 NO 0 LATERAL_A8A 5.8 1.01 0 NO 0 LATERAL_A8B 0 0 5.8 NO 0 LATERAL_A9A 1.4 1.01 0 NO 0 LATERAL_B10A 0 1.01 0 NO 0 LATERAL_B10B 0 1.01 0 NO 0 LATERAL_B4A 0 1.01 0 NO 0 LATERAL_B4B 0 1.01 0 NO 0 LATERAL_B5A 0 1.01 0 NO 0 LATERAL_B6A 0 0.28 0 NO 0 LATERAL_B7A 0 1.01 0 NO 0 LATERAL_B8A 0 1.01 0 NO 0 LATERAL_B9A 0 0.46 0 NO 0 LATERAL_B9B 0 0.46 0 NO 0 LATERAL_C4A 0 0.05 0 NO 0 LATERAL_C4B 0 0.05 0 NO 0 LATERAL_C6A 0 0.28 0 NO 0 LATERAL_C6B 0 1.01 0 NO 0 LATERAL_E1C 0 0.05 0 NO 0 Necco_phaseIII-outfall 0.5 0.5 0 NO 0 OTNSTORM_1 0 0.28 0 NO 0 OTNSTORM_2 0 0.05 0 NO 0 OTNSTORM_2A 0 0.28 0 NO 0 OTNSTORM_3 0 0.05 0 NO 0 OTNSTORM_4 0 0.05 0 NO 0 OTNSTORM_5 0 0.05 0 NO 0 OTNSTORM_bend 0 0.28 0 NO 0 SS_12 0 0.08 0 NO 0 SS_400 0.28 0 0 NO 0 SS_401 0.28 1.01 0 NO 0 SS_801 0 1.01 0 NO 0 SS_803 0 0.05 0 NO 0 SS_804 0 0.05 0 NO 0 SS_805 0 2.7 0.25 NO 0 SS_806 0 0 0.28 NO 0 SS_807 0 0 0.05 NO 0 SS_810 0 0.25 0.25 NO 0 SS_913A 0 0 1.01 NO 0 SS_A6 0 0 1.01 NO 0 SS_A6a 0 0 0.05 NO 0 SS_C10 0 0 0.28 NO 0 SS_C11 0 0 0.28 NO 0 SS_C12 0 0 0.05 NO 0 SS_C13 0 0 0.05 NO 0 SS_C14 0 0 0.05 NO 0 SS_C15 0 0 0.05 NO 0 SS_C16 0 0 0.28 NO 0 SS_C17 0 0 0.25 NO 0 SS_C8 0 0 0.05 NO 0 SS_C9 0 0 0.05 NO 0 SS_redwood_out_b 0 0 0.08 NO 0 Storm_A02 0 0.28 0 NO 0 Storm_A03 0 0.05 0 NO 0 Storm_A04 0 0.05 0 NO 0 Storm_A05 0 0.05 0 NO 0 Storm_A06 0 0.05 0 NO 0 Storm_A07 0 0 00.05 NO 0 Storm_A08 0 0.28 0 NO 0 Storm_A09 0 0.05 0 NO 0 Storm_A10 0 0.28 0 NO 0 Storm_A11 0 0.05 0 NO 0 Storm_A12 0 0.05 0 NO 0 Storm_A13 0 0.05 0 NO 0 Storm_A14 0 0.28 0 NO 0 Storm_B01 0 1 0 NO 0 Storm_B02 0 0.1 0 NO 0 Storm_B03 0 0.5 0 NO 0 Storm_B04 0 0.28 0 NO 0 Storm_B05 0 0.05 0 NO 0 Storm_B05a 0 0.5 0 NO 0 Storm_B06 0 0.05 0 NO 0 Storm_B07 0 0 0.05 NO 0 Storm_B08 0 0.05 0 NO 0 Storm_B09 0 1.01 0.0 NO 0 Storm_B10 0 0.05 0 NO 0 Storm_B11 0 0.05 0 NO 0 Storm_B12 0 1.01 0 NO 0 Storm_C1 0 0 0.25 NO 0 Storm_C2 0 1.7 0.28 NO 0 Storm_C3 0 0 0.28 NO 0 Storm_C4 0 0 0.08 NO 0 Storm_C5 0 0 0.05 NO 0 Storm_C6 0 0 0.08 NO 0 Storm_C7 0 0 0.05 NO 0 Storm_C8 0 0 0.05 NO 0 Storm_C9 0 0 0.05 NO 0 Storm_L1 0 0 1.01 NO 0 EX-4-48in 0.25 0.25 0 NO 0 EX-12in_Vine 0.25 0.25 0 NO 0 OTN-COND2 0 1 0 NO 0 OTN-COND3 0 1.05 0 NO 0 OTN-COND1 0 1.05 0 NO 0 [INFLOWS] ;;Node Constituent Time Series Type Mfactor Sfactor Baseline Pattern ;;-------------- ---------------- ---------------- -------- -------- -------- -------- -------- 556 FLOW 908 FLOW 1.0 1.0 939 FLOW 955 FLOW 1.0 1.0 957 FLOW 957 FLOW 1.0 1.0 960 FLOW 900-inflow FLOW 1.0 1.0 969 FLOW 969 FLOW 1.0 1.0 POND_300 FLOW BASIN_300 FLOW 1.0 1.0 POND_302 FLOW BASIN_102 FLOW 1.0 1.0 [CURVES] ;;Name Type X-Value Y-Value ;;-------------- ---------- ---------- ---------- 527 Diversion 0 0 527 5.2 0 527 24.3 0 527 124.9 81 527 323.0 273 ; ;Redwing Marsh 21OUTFALL Rating 0 0 21OUTFALL 0.34 0.7 21OUTFALL 1.02 4.22 21OUTFALL 1.34 4.22 21OUTFALL 2.34 4.22 21OUTFALL 3.34 174.72 ; 23OUTFALL Rating 0 0 23OUTFALL 0.8 1.23 23OUTFALL 1.8 2.42 23OUTFALL 2.8 3.2 ; 302OUTFALL Rating 0 0 302OUTFALL 0.33333333 2 302OUTFALL 0.66666666 4 302OUTFALL 0.99999999 5 302OUTFALL 1.33333332 7 302OUTFALL 1.66666665 8 302OUTFALL 1.99999998 11 302OUTFALL 2.33333331 13 302OUTFALL 2.66666664 14 302OUTFALL 2.99999997 16 302OUTFALL 3.3333333 17 302OUTFALL 3.66666663 265.1 302OUTFALL 3.99999996 1300.2 302OUTFALL 4.33333329 2777.3 302OUTFALL 5 4588.4 ; 303OUTFALL Rating 0 0 303OUTFALL 0.82 3 303OUTFALL 1.28 6 303OUTFALL 1.65 10 303OUTFALL 1.99 13 303OUTFALL 2.36 16 303OUTFALL 2.8 19 303OUTFALL 5.44 32 303OUTFALL 5.5 36 ; 305OUTFALL Rating 0 0 305OUTFALL 1.5 7 305OUTFALL 2 8.9 305OUTFALL 3 11.9 305OUTFALL 4 14.3 305OUTFALL 5 16.3 305OUTFALL 6 18.1 305OUTFALL 7 19.7 ; 307OUTFALL Rating 0 0 307OUTFALL 0.86 3 307OUTFALL 2.13 7 307OUTFALL 3.02 9 307OUTFALL 4.09 11 307OUTFALL 5.32 13 307OUTFALL 6 14 307OUTFALL 7.49 16 307OUTFALL 8.3 17 ; 308OUTFALL Rating 0 0 308OUTFALL 0.2 0.2 308OUTFALL 0.4 0.9 308OUTFALL 0.6 2 308OUTFALL 0.8 3.4 308OUTFALL 1 5 308OUTFALL 1.2 6.9 308OUTFALL 1.4 8.6 308OUTFALL 1.6 10.6 308OUTFALL 2.12 13.6 308OUTFALL 2.65 15.9 308OUTFALL 3.25 18.1 308OUTFALL 3.58 19.3 308OUTFALL 4.22 20.4 308OUTFALL 4.66 22.7 308OUTFALL 5.66 225 ; ;Evergreen East Pond Outfall 310OUTFALL Rating 0 5 310OUTFALL 1.27 10 310OUTFALL 1.41 15 310OUTFALL 1.51 20 310OUTFALL 1.6 25 310OUTFALL 1.68 30 310OUTFALL 1.75 35 310OUTFALL 1.82 40 310OUTFALL 1.89 45 310OUTFALL 1.95 50 310OUTFALL 2.16 50.8 310OUTFALL 2.66 318 ; ;Pheasant Ridge North Pond 313OUTFALL Rating 0 0 313OUTFALL 1 4.56 313OUTFALL 2 6.45 313OUTFALL 3 7.9 313OUTFALL 4 9.13 313OUTFALL 5 10.2 315OUTFALL 0.2 0.2 315OUTFALL 1.2 0.36 315OUTFALL 2.2 0.48 315OUTFALL 3.2 0.58 315OUTFALL 4.2 0.66 315OUTFALL 5.2 109.24 ; ;Pheasant Ridge South Pond 320OUTFALL Rating 0 0 320OUTFALL 1 4.1 320OUTFALL 2 5.79 320OUTFALL 3 7.1 320OUTFALL 4 8.2 320OUTFALL 4.7 8.88 320OUTFALL 5 34.6 320OUTFALL 6 70.0 ; 332OUTFALL Rating 0 0 332OUTFALL 2.5 15 332OUTFALL 3.5 70 ; 561OUTFALL Rating 0 0 561OUTFALL 1 0 561OUTFALL 2 4.4 561OUTFALL 3 11.5 561OUTFALL 4 13.2 561OUTFALL 5 14.7 561OUTFALL 6 70.3 561OUTFALL 7 184.3 ; 801OUTFALL Rating 0 0 801OUTFALL 1 0 801OUTFALL 2 0 801OUTFALL 3 105 801OUTFALL 4 297 ; 802OUTFALL Rating 0.0 0 802OUTFALL 0.2 2 802OUTFALL 1.2 3 802OUTFALL 2.2 9 802OUTFALL 3.2 17 802OUTFALL 3.8 22 802OUTFALL 4.2 112 802OUTFALL 5.2 404 802OUTFALL 6.2 479 802OUTFALL 6.8 1003 802OUTFALL 7.2 1500 ; ;East Vine Street Facility 803OUTFALL Rating 0 0 803OUTFALL 1 0.5 803OUTFALL 3 10.5 803OUTFALL 4 100.5 ; 804OUTFALL Rating 0 0 804OUTFALL 0.5 0.89 804OUTFALL 1 1.53 804OUTFALL 1.5 1.97 804OUTFALL 1.8 2.19 804OUTFALL 1.89 3.66 820OUTFALL Rating 0 0 820OUTFALL 1 .5 820OUTFALL 5 4 820OUTFALL 6 10 820OUTFALL 7 19 820OUTFALL 8 29 820OUTFALL 9 339 820OUTFALL 10 906 820OUTFALL 11 1611 ; ;Lindenmeir Outfall 820Outlet Rating 0 0 820Outlet 5 0.4 820Outlet 6 2.4 820Outlet 7 12.7 ; 875OUTFALL Rating 0 0 875OUTFALL 0.5 0 875OUTFALL 1 0 875OUTFALL 1.5 20 875OUTFALL 2 300 ; 880OUTFALL Rating 0 0 880OUTFALL 0.5 3.7 880OUTFALL 1 5.3 880OUTFALL 2 7.4 880OUTFALL 2.95 9 880OUTFALL 3.25 9.8 880OUTFALL 4 70.9 880OUTFALL 5 227 ; 890OUTFALL Rating 0 0 890OUTFALL 1 29.3 890OUTFALL 3 41.5 890OUTFALL 5 46.4 890OUTFALL 6 950 ; Redwing_Outfall Rating 0 0 Redwing_Outfall 0.8 1.23 Redwing_Outfall 1.8 2.42 Redwing_Outfall 2.8 3.2 ; 307_Outlet Rating 0 0 307_Outlet 0.86 3 307_Outlet 2.13 7 307_Outlet 3.02 9 307_Outlet 4.09 11 307_Outlet 5.32 13 307_Outlet 6 14 307_Outlet 7.49 16 307_Outlet 8.3 17 ; test1 Rating 0 0 test1 1 1000 ; 434 Rating 0 0 434 4 450 ; ;Redwing Marsh 21 Storage 0 200376 ; ;Greenbriar Park Ponds 23 Storage 0 67518 23 0.8 87555.6 23 1.8 116740.8 23 2.8 184694.4 ; 204 Storage 0 0 204 1 3630.9678 204 2 14444.5645 204 3 22476.6055 204 4 28279.3423 204 5 35727.4399 204 6 51493.3633 204 7 95473.4531 ; ;Pond 300 Rating Curve 300_Pond Storage 0 0 300_Pond 0.5 359 300_Pond 1.5 60925 300_Pond 2.5 121492 300_Pond 3 195990 300_Pond 3.1 210889 300_Pond 3.5 270488 300_Pond 4 344986 300_Pond 4.5 419483 ; ;Pond #6 302 Storage 0 86670 302 1.00 95702 302 2.00 101053 302 3.00 132607 302 4.00 137381 302 5.00 143289 ; 302_Pond Storage 0 0 302_Pond 0.25 16966.6861 302_Pond 1.25 94242.5507 302_Pond 2.25 138284.4679 302_Pond 3.25 169968.4272 302_Pond 4.25 267961.3121 302_Pond 5.25 360300 302_Pond 5.35 360300 302_Pond 5.75 360300 ; ;Evergreen West Pond 303 Storage 0 152024.4 303 3.9 181645.2 303 5.5 199069.2 ; ;Greenbriar North Pond 305 Storage 0 0 305 1 32860 305 2 97810 305 4 195530 305 6 250330 305 8 304030 ; ;Greenbriar East 307 Storage 0 0 307 6 78408 307 9 97574.4 ; ;Redwood Pond 308 Storage 0 0 308 0.7 7405.2 308 1.7 52272 308 2.7 108028.8 308 3.7 158122.8 308 4.7 259617.6 308 5.66 300000.0 ; ;Evergreen East 310 Storage 0 67518 310 1.7 81457.2 310 3.4 95396.4 310 5.2 116305.2 ; ;Pheasant Ridge North Pond 313 Storage 0 0 313 1 1980 313 2 4248 313 3 9000 313 4 11160 313 5 11700 313 5.5 13140 313 6.5 15000 ; ;Falcon Ridge North Pond 315 Storage 0 0 315 0.2 1164 315 1.2 11815 315 2.2 21402 315 3.2 29272 315 4.2 38182 315 5.2 41200 ; ;Pheasant Ridge South Pond 320 Storage 0 0 320 1 5400 320 2 15480 320 3 31320 320 4 38520 320 4.7 46080 320 5 52000 320 6 62000 ; 332 Storage 0 0 332 0.5 350 332 1.5 8089.8955 332 2.5 22266.2505 332 3.5 50000 ; ;Old town North Pond 561 Storage 0 0 561 1 17225.74366 561 2 67278.3428 561 3 98494 561 4 150701.1851 561 5 195911.5406 ; ;Vine ponding 802 Storage 0.00 0 802 0.92 500 802 1.92 1237 802 2.92 1923 802 3.92 210702 802 4.92 845200 802 5.92 1442100 802 6.63 1994848 802 6.92 2220618 802 7.92 2988391 802 8.92 3200000 ; ;Pond #803 803 Storage 0 1658.7178 803 1 20500.8574 803 2 90113.4789 803 3 148521.6022 803 3.5 200000 ; ;Pond #804 427/804 Storage 0 0 427/804 0.5 7405 427/804 1 14375 427/804 1.5 41382 427/804 1.8 64904 427/804 1.89 73181 427/804 2 83200 427/804 2.8 84942 427/804 3.8 87120 427/804 4.8 89298 ; ;Lindenmeier Lake 820 Storage 0 0 820 1 188904 820 2 289014 820 3 396776 820 4 519302 820 5 655018 820 6 2874960 820 7 5052960 820 8 7535880 820 9 7623000 820 10 7710120 820 11 7797240 ; ;Roselawn Cemetary 455/875 Storage 0 7848 455/875 0.5 58428 455/875 1 117741 455/875 1.5 356825 455/875 2 706275 ; ;Dry Creek Mobile Home Pond A 463 Storage 0 0 463 0.5 408 463 1 6106 463 2 18913 463 2.95 46574 890 1 0 890 2 217.8 890 3 6969.6 890 4 17859.6 890 5 41817.6 890 6 49222.8 ; E_EAST_POND Storage 0 0 E_EAST_POND 2.02 0.001 E_EAST_POND 2.19 47916 E_EAST_POND 4.36 74052 E_EAST_POND 8.53 108900 E_EAST_POND 14.7 200000 ; Old_Town_North Storage 0 0 Old_Town_North .28 4218 Old_Town_North 1.28 54949 Old_Town_North 2.28 89520 Old_Town_North 3.28 120475 Old_Town_North 4.28 167980 Old_Town_North 4.53 176888 ; ONSITE Storage 0 0 ONSITE 0.50 2020 ONSITE 1.50 6417 ONSITE 1.60 6760 ONSITE 2.00 81350 ONSITE 2.50 98520 ONSITE 3.5 150000 ONSITE 4.5 350000 ONSITE 5.5 5000000 ONSITE 6.5 10000000 ONSITE 10 15000000 ; POND_128 Storage 0 67518 POND_128 0.8 87555.6 POND_128 1.8 116740.8 POND_128 2.8 184694.4 POND_128 3.8 240000.0 ; POND_203 Storage 0.5 2020 POND_203 1.5 6417 POND_203 1.6 6760 POND_203 2 8135 POND_203 2.5 9852 ; Pond_227 Storage 0 0 Pond_227 0.5 1204.2325 Pond_227 1.5 1984.4337 Pond_227 2.5 2863.9664 Pond_227 3.5 3865.7072 Pond_227 3.6 3879.13648 Pond_227 4 3932.8536 Pond_227 4.5 4000 ; Pond_303 Storage 0 0 Pond_303 .93 167400 Pond_303 1.93 174071 Pond_303 2.93 185364 Pond_303 3.43 190136 Redwing 2.1 3391 Redwing 3.1 231810 Redwing 4.1 247080 Redwing 5.2 300000 ; Redwood Storage 0 0 Redwood 2.79 0 Redwood 3.69 31961 Redwood 4.69 114745 Redwood 5.69 124985 Redwood 6.69 132295 Redwood 7.69 140508 Redwood 8.69 149488 ; Regional_Pond Storage 1 4968 Regional_Pond 2 15625 Regional_Pond 3 31342 Regional_Pond 4 60309 Regional_Pond 5 136358 Regional_Pond 6 241752 Regional_Pond 7 272208 Regional_Pond 8 281438 Regional_Pond 9 290973 Regional_Pond 10 300919 Regional_Pond 11 311901 Regional_Pond 12 311901 ; pond-proposed Storage 0.00 0 pond-proposed 1.00 137285 pond-proposed 2.00 442518 pond-proposed 3.00 690662 pond-proposed 4.00 763181 pond-proposed 5.00 829618 pond-proposed 6.00 897091 pond-proposed 7.00 953262 pond-proposed 8.00 987964 pond-proposed 9.00 987964 ; Bubbler Storage 0 3833 Bubbler 0.92 42007 Bubbler 1.92 185944 Bubbler 2.92 358292 Bubbler 3.92 445954 Bubbler 4.92 476832 Bubbler 5.92 508691 Bubbler 6.92 538317 Bubbler 7.92 577764.1978 ; 421_Pond Storage 0 0 421_Pond 0.5 12135.3828 421_Pond 1.5 54005.1836 421_Pond 2.5 100490.8359 421_Pond 3.5 164409.1895 421_Pond 4.5 424703.7044 ; proposed_pond2 Storage 0 0 proposed_pond2 0.92 36341.182 proposed_pond2 1.92 271964.8614 proposed_pond2 2.92 655623.5589 proposed_pond2 3.92 822559.3928 proposed_pond2 9.92 1146175.538 ; Pond-OldTown3rdNW Storage 0 25 Pond-OldTown3rdNW 1 2069 Pond-OldTown3rdNW 2 7049 ; OldTown3rdEastPond Storage 0 15 OldTown3rdEastPond 1 3076 OldTown3rdEastPond 2 4541 OldTown3rdEastPond 3 5824 OldTown3rdEastPond 4 7525 OldTown3rdEastPond 5 8779 [TIMESERIES] ;;Name Date Time Value ;;-------------- ---------- ---------- ---------- 100-Year 0:0 0 100-Year 0:05 1.00 100-Year 0:10 1.14 100-Year 0:15 1.33 100-Year 0:20 2.23 100-Year 0:25 2.84 100-Year 0:30 5.49 100-Year 0:35 9.95 100-Year 0:40 4.12 100-Year 0:45 2.48 100-Year 0:50 1.46 100-Year 0:55 1.22 100-Year 1:00 1.06 100-Year 1:05 1.00 100-Year 1:10 0.95 100-Year 1:15 0.91 100-Year 1:20 0.87 100-Year 1:25 0.84 100-Year 1:30 0.81 100-Year 1:35 0.78 100-Year 1:40 0.75 100-Year 1:45 0.73 100-Year 1:50 0.71 100-Year 1:55 0.69 100-Year 2:00 0.67 ; 21 0 0 21 1.6 0.7 21 5.0 4.22 21 6.6 4.22 21 12.1 4.22 21 18.3 174.7 ; 23 0 0 23 1.43 1.23 23 3.77 2.42 23 7.23 3.20 ; 302 0 0 302 4.28 2.0 302 6.49 4.0 302 8.48 5.0 302 10.25 7.0 302 11.46 9.0 302 13.02 11.0 302 37.79 265.1 302 38.2 829.7 302 38.4 1066.0 302 38.6 1170.0 302 38.8 1290.0 302 39.0 1300.2 302 39.4 2777.3 302 39.6 4588.4 ; 303 0 0 303 3.14 3.0 303 4.90 6.0 303 6.32 10.0 303 7.62 13.0 303 9.04 16.0 303 10.73 19.0 303 12.76 22.0 303 15.11 26.0 303 18.22 29.0 303 21.67 32.0 303 21.93 56.1 303 22.2 550.0 303 22.4 950.0 303 22.6 1200 303 22.8 1350 303 23.0 1830 303 23.2 4897.1 ; 305 0 0 305 1.0 7.0 305 1.7 8.9 305 5.0 11.9 305 8.3 14.3 305 13.4 16.3 305 18.5 18.1 305 24.9 19.7 ; 307 0 0 307 0.1 3.0 307 0.3 7.0 307 0.7 9.0 307 1.6 11.0 307 3.0 13.0 307 4.0 14.0 307 7.0 16.0 307 8.7 17.0 ; 308 0 0 308 0.14 0.2 308 0.27 0.9 308 0.41 2.0 308 0.78 3.4 308 1.15 5.0 308 1.51 6.9 308 1.88 8.6 308 2.25 10.6 308 3.84 13.6 308 5.49 15.9 308 7.71 18.1 308 8.93 19.3 310 5.63 5.0 310 8.57 10.0 310 8.91 15.0 310 9.15 20.0 310 9.37 25.0 310 9.56 30.0 310 9.73 35.0 310 9.90 40.0 310 10.07 45.0 310 10.22 50.0 310 10.73 50.8 310 10.95 318 ; 313 0 0 313 0.02 4.56 313 0.09 6.45 313 0.24 7.9 313 0.47 9.13 313 0.73 10.2 313 1.02 27.1 313 1.10 97.0 313 1.20 196.3 ; 315 0 0 315 0.01 0.2 315 0.13 0.36 315 0.51 0.48 315 1.08 0.58 315 1.86 0.66 315 2.77 109.2 ; 320 0 0 320 0.04 4.1 320 0.28 5.79 320 0.82 7.10 320 1.62 8.20 320 2.30 8.88 320 2.62 34.6 320 2.72 240 ; 801 0 0 801 6.88 0 801 16.4 0 801 16.5 105 801 16.7 297 ; 802 0 0 802 0.2 2.0 802 7.34 3.0 802 26 9 802 60 17 802 85 22 802 108 112 802 172 404 802 252 479 802 307 1003 802 353 1500 ; 803 0 0 803 3.8 10.5 804 0 0 804 0.2 0.9 804 0.3 1.5 804 0.9 2.0 804 1.5 2.2 804 1.7 3.7 804 1.9 7.0 804 1.95 56.2 ; 820 0 0 820 50 0.5 820 101 4 820 153 10 ; 875 0 0 875 1.8 0 875 2.4 20.0 875 2.8 40.0 875 3.1 60 875 3.4 80 875 3.6 100 875 3.8 120 875 4.0 140 875 4.2 160 875 4.3 180 875 4.5 200 875 4.8 250 875 5.1 300 ; 880 0 0 880 0.1 3.7 880 0.3 5.3 880 1.0 7.4 880 1.08 9.0 880 1.12 9.8 880 1.17 70.9 880 1.25 227.0 ; 890 0 0 890 0.05 29.3 890 0.45 41.5 890 1.83 46.4 890 2.96 950 890 3.0 3008 ; ;Outflow from Terry Lake 955 0 0 955 1 25 955 2 128 955 2.5 176 955 3 210 955 3.5 228 955 4 238 955 4.5 243 955 5 244 955 5.5 243 955 6 240 955 8 223 955 10 205 955 12 187 955 24 109 955 26 103 955 28 97 955 30 91 955 32 85 955 34 79 ; ;inflow from Long Pond 957 0 0 957 0.5 0 957 0.75 1 957 1 1 957 1.25 1 957 1.5 2 957 2 2 957 14 2 957 15 3 957 35 3 ; 960 0 0 960 14 0 960 20 0 ; 961 0 0 961 1 1 ; 963 0 0 963 14 0 963 200 0 ; ;Inflow to East Vibe Diversion from Side Channel Spillway (Hec-Ras output) 969 0:0 0 969 .5 0 969 .67 21.26 969 1 273.42 969 1.17 282.25 969 1.5 272.14 969 2.0 330.24 969 2.17 327.31 969 2.5 301.58 969 2.83 286.63 969 3.33 272.2 969 3.67 255.20 969 4.67 171.56 969 5.5 124.65 969 6.17 104.73 969 6.83 102.01 969 7.17 97 969 8.83 15.17 969 9.33 0 969 16 0 ; 970 0 0 970 14 0 ; BASIN_300 0.017 0 BASIN_300 0.033 0 BASIN_300 0.050 0.1 BASIN_300 0.067 0.1 BASIN_300 0.083 0.1 BASIN_300 0.183 15.7 BASIN_300 0.200 20.9 BASIN_300 0.217 25.9 BASIN_300 0.233 30.6 BASIN_300 0.250 34.7 BASIN_300 0.267 41.6 BASIN_300 0.283 51.2 BASIN_300 0.300 59.6 BASIN_300 0.317 66.7 BASIN_300 0.333 72.5 BASIN_300 0.350 80.2 BASIN_300 0.367 89.8 BASIN_300 0.383 97.8 BASIN_300 0.400 104.4 BASIN_300 0.417 109.8 BASIN_300 0.433 129.3 BASIN_300 0.450 161.6 BASIN_300 0.467 187.3 BASIN_300 0.483 207.2 BASIN_300 0.500 222.1 BASIN_300 0.517 266.1 BASIN_300 0.533 333.9 BASIN_300 0.550 382.9 BASIN_300 0.567 416.7 BASIN_300 0.583 439.5 BASIN_300 0.600 403.7 BASIN_300 0.617 333.8 BASIN_300 0.633 290.9 BASIN_300 0.650 263.3 BASIN_300 0.667 244.9 BASIN_300 0.683 220.7 BASIN_300 0.700 193 BASIN_300 0.717 173.9 BASIN_300 0.733 160.4 BASIN_300 0.750 150.5 BASIN_300 0.767 137.2 BASIN_300 0.783 121.5 BASIN_300 0.800 110 BASIN_300 0.817 101.4 BASIN_300 0.833 94.8 BASIN_300 0.850 88.5 BASIN_300 0.867 82.4 BASIN_300 0.883 77.6 BASIN_300 0.900 73.9 BASIN_300 0.917 70.9 BASIN_300 0.933 67.7 BASIN_300 0.950 64.5 BASIN_300 0.967 61.8 BASIN_300 0.983 59.7 BASIN_300 1.000 58 BASIN_300 1.017 56.3 BASIN_300 1.033 54.6 BASIN_300 1.050 53.3 BASIN_300 1.067 52.2 BASIN_300 1.083 51.2 BASIN_300 1.100 50.3 BASIN_300 1.117 49.2 BASIN_300 1.133 48.4 BASIN_300 1.150 47.7 BASIN_300 1.167 47.1 BASIN_300 1.267 43.6 BASIN_300 1.283 43 BASIN_300 1.300 42.5 BASIN_300 1.317 42.1 BASIN_300 1.333 41.7 BASIN_300 1.350 41.3 BASIN_300 1.367 40.8 BASIN_300 1.383 40.4 BASIN_300 1.400 40.1 BASIN_300 1.417 39.8 BASIN_300 1.433 39.4 BASIN_300 1.450 39 BASIN_300 1.467 38.7 BASIN_300 1.483 38.4 BASIN_300 1.500 38.1 BASIN_300 1.517 37.8 BASIN_300 1.533 37.4 BASIN_300 1.550 37.1 BASIN_300 1.567 36.8 BASIN_300 1.583 36.5 BASIN_300 1.600 36.2 BASIN_300 1.617 35.9 BASIN_300 1.633 35.5 BASIN_300 1.650 35.3 BASIN_300 1.667 35 BASIN_300 1.683 34.8 BASIN_300 1.700 34.5 BASIN_300 1.717 34.2 BASIN_300 1.733 34 BASIN_300 1.750 33.8 BASIN_300 1.767 33.5 BASIN_300 1.783 33.3 BASIN_300 1.800 33 BASIN_300 1.817 32.8 BASIN_300 1.833 32.7 BASIN_300 1.850 32.5 BASIN_300 1.867 32.2 BASIN_300 1.883 32 BASIN_300 1.900 31.8 BASIN_300 1.917 31.6 BASIN_300 1.933 31.4 BASIN_300 1.950 31.2 BASIN_300 1.967 31 BASIN_300 1.983 30.8 BASIN_300 2.000 30.6 BASIN_300 2.017 28.3 BASIN_300 2.033 24.3 BASIN_300 2.050 21.1 BASIN_300 2.067 18.4 BASIN_300 2.083 16.2 BASIN_300 2.100 14.4 BASIN_300 2.117 12.8 BASIN_300 2.133 11.5 BASIN_300 2.150 10.3 BASIN_300 2.167 9.4 BASIN_300 2.183 8.5 BASIN_300 2.200 7.8 BASIN_300 2.217 7.1 BASIN_300 2.233 6.5 BASIN_300 2.250 6 BASIN_300 2.350 3.8 BASIN_300 2.367 3.6 BASIN_300 2.383 3.4 BASIN_300 2.400 3.2 BASIN_300 2.417 3 BASIN_300 2.433 2.8 BASIN_300 2.450 2.6 BASIN_300 2.467 2.5 BASIN_300 2.483 2.4 BASIN_300 2.500 2.2 BASIN_300 2.517 2.1 BASIN_300 2.533 2 BASIN_300 2.550 1.9 BASIN_300 2.567 1.8 BASIN_300 2.583 1.7 BASIN_300 2.600 1.6 BASIN_300 2.617 1.5 BASIN_300 2.633 1.5 BASIN_300 2.650 1.4 BASIN_300 2.667 1.3 BASIN_300 2.683 1.3 BASIN_300 2.700 1.2 BASIN_300 2.717 1.2 BASIN_300 2.733 1.1 BASIN_300 2.750 1.1 BASIN_300 2.767 1 BASIN_300 2.783 1 BASIN_300 2.800 0.9 BASIN_300 2.817 0.9 BASIN_300 2.833 0.9 BASIN_300 2.850 0.8 BASIN_300 2.867 0.8 BASIN_300 2.883 0.8 BASIN_300 2.900 0.7 BASIN_300 2.917 0.7 BASIN_300 2.933 0.7 BASIN_300 2.950 0.7 BASIN_300 2.967 0.6 BASIN_300 2.983 0.6 BASIN_300 3.000 0.6 BASIN_300 3.017 0.6 BASIN_300 3.033 0.6 BASIN_300 3.050 0.5 BASIN_300 3.067 0.5 BASIN_300 3.083 0.5 BASIN_300 3.100 0.5 BASIN_300 3.117 0.5 BASIN_300 3.133 0.4 BASIN_300 3.150 0.4 BASIN_300 3.167 0.4 BASIN_300 3.183 0.4 BASIN_300 3.200 0.4 BASIN_300 3.217 0.4 BASIN_300 3.233 0.4 BASIN_300 3.250 0.4 BASIN_300 3.267 0.3 BASIN_300 3.283 0.3 BASIN_300 3.300 0.3 BASIN_300 3.317 0.3 BASIN_300 3.333 0.3 BASIN_300 3.433 0.3 BASIN_300 3.450 0.2 BASIN_300 3.467 0.2 BASIN_300 3.483 0.2 BASIN_300 3.500 0.2 BASIN_300 3.517 0.2 BASIN_300 3.533 0.2 BASIN_300 3.550 0.2 BASIN_300 3.567 0.2 BASIN_300 3.583 0.2 BASIN_300 3.600 0.2 BASIN_300 3.617 0.2 BASIN_300 3.633 0.2 BASIN_300 3.650 0.2 BASIN_300 3.667 0.2 BASIN_300 3.683 0.2 BASIN_300 3.700 0.2 BASIN_300 3.717 0.2 BASIN_300 3.733 0.2 BASIN_300 3.750 0.2 BASIN_300 3.767 0.2 BASIN_300 3.783 0.2 BASIN_300 3.800 0.1 BASIN_300 3.817 0.1 BASIN_300 3.833 0.1 BASIN_300 3.850 0.1 BASIN_300 3.867 0.1 BASIN_300 3.883 0.1 BASIN_300 3.900 0.1 BASIN_300 3.917 0.1 BASIN_300 3.933 0.1 BASIN_300 3.950 0.1 BASIN_300 3.967 0.1 BASIN_300 3.983 0.1 BASIN_300 4.000 0.1 BASIN_300 4.017 0.1 BASIN_300 4.033 0.1 BASIN_300 4.050 0.1 BASIN_300 4.067 0.1 BASIN_300 4.083 0.1 BASIN_300 4.100 0.1 BASIN_300 4.117 0.1 BASIN_300 4.133 0.1 BASIN_300 4.150 0.1 BASIN_300 4.167 0.1 BASIN_300 4.183 0.1 BASIN_300 4.200 0.1 BASIN_300 4.217 0.1 BASIN_300 4.233 0.1 BASIN_300 4.250 0.1 BASIN_300 4.267 0.1 BASIN_300 4.283 0.1 BASIN_300 4.300 0.1 BASIN_300 4.317 0.1 BASIN_300 4.333 0.1 BASIN_300 4.350 0.1 BASIN_300 4.367 0.1 BASIN_300 4.383 0.1 BASIN_300 4.400 0.1 BASIN_300 4.417 0.1 BASIN_300 4.517 0.1 BASIN_300 4.533 0.1 BASIN_300 4.550 0.1 BASIN_300 4.567 0.1 BASIN_300 4.583 0.1 BASIN_300 4.600 0.1 BASIN_300 4.617 0.1 BASIN_300 4.633 0.1 BASIN_300 4.650 0.1 BASIN_300 4.667 0.1 BASIN_300 4.683 0.1 BASIN_300 4.700 0.1 BASIN_300 4.717 0.1 BASIN_300 4.733 0.1 BASIN_300 4.750 0.1 BASIN_300 4.767 0.1 BASIN_300 4.783 0.1 BASIN_300 4.800 0.1 BASIN_300 4.817 0.1 BASIN_300 4.833 0.1 BASIN_300 4.850 0.1 BASIN_300 4.867 0.1 BASIN_300 4.883 0.1 BASIN_300 4.900 0.1 BASIN_300 4.917 0 ; BASIN_102 0.017 0 BASIN_102 0.033 0 BASIN_102 0.050 0 BASIN_102 0.067 0.1 BASIN_102 0.083 0.1 BASIN_102 0.100 0.1 BASIN_102 0.117 0.5 BASIN_102 0.133 2.1 BASIN_102 0.150 4.4 BASIN_102 0.167 7.1 BASIN_102 0.183 10.3 BASIN_102 0.200 13.9 BASIN_102 0.217 17.5 BASIN_102 0.233 20.9 BASIN_102 0.250 24 BASIN_102 0.267 29 BASIN_102 0.283 35.9 BASIN_102 0.300 42.2 BASIN_102 0.317 47.7 BASIN_102 0.333 52.4 BASIN_102 0.350 58.4 BASIN_102 0.367 65.6 BASIN_102 0.383 71.9 BASIN_102 0.400 77.1 BASIN_102 0.417 81.5 BASIN_102 0.433 95.5 BASIN_102 0.450 118.3 BASIN_102 0.467 137.1 BASIN_102 0.483 152 BASIN_102 0.500 163.6 BASIN_102 0.517 194.7 BASIN_102 0.533 242.7 BASIN_102 0.550 278.8 BASIN_102 0.567 304.7 BASIN_102 0.667 185.8 BASIN_102 0.683 167.6 BASIN_102 0.700 147.2 BASIN_102 0.717 132.7 BASIN_102 0.733 122.1 BASIN_102 0.750 114.4 BASIN_102 0.767 104.3 BASIN_102 0.783 92.7 BASIN_102 0.800 84 BASIN_102 0.817 77.4 BASIN_102 0.833 72.3 BASIN_102 0.850 67.5 BASIN_102 0.867 62.8 BASIN_102 0.883 59.1 BASIN_102 0.900 56.2 BASIN_102 0.917 53.8 BASIN_102 0.933 51.4 BASIN_102 0.950 48.9 BASIN_102 0.967 46.9 BASIN_102 0.983 45.3 BASIN_102 1.000 43.9 BASIN_102 1.017 42.6 BASIN_102 1.033 41.4 BASIN_102 1.050 40.3 BASIN_102 1.067 39.4 BASIN_102 1.083 38.7 BASIN_102 1.100 38 BASIN_102 1.117 37.2 BASIN_102 1.133 36.5 BASIN_102 1.150 36 BASIN_102 1.167 35.5 BASIN_102 1.183 35 BASIN_102 1.200 34.5 BASIN_102 1.217 34 BASIN_102 1.233 33.7 BASIN_102 1.250 33.3 BASIN_102 1.267 33 BASIN_102 1.283 32.5 BASIN_102 1.300 32.1 BASIN_102 1.317 31.8 BASIN_102 1.333 31.6 BASIN_102 1.350 31.3 BASIN_102 1.367 30.9 BASIN_102 1.383 30.6 BASIN_102 1.400 30.4 BASIN_102 1.417 30.2 BASIN_102 1.433 29.9 BASIN_102 1.450 29.6 BASIN_102 1.467 29.3 BASIN_102 1.483 29.1 BASIN_102 1.500 28.9 BASIN_102 1.517 28.7 BASIN_102 1.533 28.4 BASIN_102 1.550 28.2 BASIN_102 1.567 28 BASIN_102 1.583 27.8 BASIN_102 1.600 27.5 BASIN_102 1.617 27.3 BASIN_102 1.633 27 BASIN_102 1.650 26.8 BASIN_102 1.750 25.7 BASIN_102 1.767 25.6 BASIN_102 1.783 25.4 BASIN_102 1.800 25.2 BASIN_102 1.817 25.1 BASIN_102 1.833 24.9 BASIN_102 1.850 24.8 BASIN_102 1.867 24.6 BASIN_102 1.883 24.4 BASIN_102 1.900 24.3 BASIN_102 1.917 24.2 BASIN_102 1.933 24 BASIN_102 1.950 23.8 BASIN_102 1.967 23.7 BASIN_102 1.983 23.5 BASIN_102 2.000 23.4 BASIN_102 2.017 21.8 BASIN_102 2.033 19 BASIN_102 2.050 16.7 BASIN_102 2.067 14.7 BASIN_102 2.083 13.1 BASIN_102 2.100 11.7 BASIN_102 2.117 10.5 BASIN_102 2.133 9.5 BASIN_102 2.150 8.6 BASIN_102 2.167 7.8 BASIN_102 2.183 7.1 BASIN_102 2.200 6.5 BASIN_102 2.217 6 BASIN_102 2.233 5.5 BASIN_102 2.250 5.1 BASIN_102 2.267 4.7 BASIN_102 2.283 4.4 BASIN_102 2.300 4.1 BASIN_102 2.317 3.8 BASIN_102 2.333 3.5 BASIN_102 2.350 3.3 BASIN_102 2.367 3.1 BASIN_102 2.383 2.9 BASIN_102 2.400 2.7 BASIN_102 2.417 2.6 BASIN_102 2.433 2.4 BASIN_102 2.450 2.3 BASIN_102 2.467 2.2 BASIN_102 2.483 2 BASIN_102 2.500 1.9 BASIN_102 2.517 1.8 BASIN_102 2.533 1.7 BASIN_102 2.550 1.7 BASIN_102 2.567 1.6 BASIN_102 2.583 1.5 BASIN_102 2.600 1.4 BASIN_102 2.617 1.4 BASIN_102 2.633 1.3 BASIN_102 2.650 1.2 BASIN_102 2.667 1.2 BASIN_102 2.683 1.1 BASIN_102 2.700 1.1 BASIN_102 2.717 1 BASIN_102 2.733 1 BASIN_102 2.833 0.8 BASIN_102 2.850 0.7 BASIN_102 2.867 0.7 BASIN_102 2.883 0.7 BASIN_102 2.900 0.7 BASIN_102 2.917 0.6 BASIN_102 2.933 0.6 BASIN_102 2.950 0.6 BASIN_102 2.967 0.6 BASIN_102 2.983 0.6 BASIN_102 3.000 0.5 BASIN_102 3.017 0.5 BASIN_102 3.033 0.5 BASIN_102 3.050 0.5 BASIN_102 3.067 0.5 BASIN_102 3.083 0.5 BASIN_102 3.100 0.4 BASIN_102 3.117 0.4 BASIN_102 3.133 0.4 BASIN_102 3.150 0.4 BASIN_102 3.167 0.4 BASIN_102 3.183 0.4 BASIN_102 3.200 0.4 BASIN_102 3.217 0.4 BASIN_102 3.233 0.3 BASIN_102 3.250 0.3 BASIN_102 3.267 0.3 BASIN_102 3.283 0.3 BASIN_102 3.300 0.3 BASIN_102 3.317 0.3 BASIN_102 3.333 0.3 BASIN_102 3.350 0.3 BASIN_102 3.367 0.3 BASIN_102 3.383 0.3 BASIN_102 3.400 0.3 BASIN_102 3.417 0.3 BASIN_102 3.433 0.2 BASIN_102 3.450 0.2 BASIN_102 3.467 0.2 BASIN_102 3.483 0.2 BASIN_102 3.500 0.2 BASIN_102 3.517 0.2 BASIN_102 3.533 0.2 BASIN_102 3.550 0.2 BASIN_102 3.567 0.2 BASIN_102 3.583 0.2 BASIN_102 3.600 0.2 BASIN_102 3.617 0.2 BASIN_102 3.633 0.2 BASIN_102 3.650 0.2 BASIN_102 3.667 0.2 BASIN_102 3.683 0.2 BASIN_102 3.700 0.2 BASIN_102 3.717 0.2 BASIN_102 3.733 0.2 BASIN_102 3.750 0.2 BASIN_102 3.767 0.2 BASIN_102 3.783 0.2 BASIN_102 3.800 0.2 BASIN_102 3.817 0.1 BASIN_102 3.917 0.1 BASIN_102 3.933 0.1 BASIN_102 3.950 0.1 BASIN_102 3.967 0.1 BASIN_102 3.983 0.1 BASIN_102 4.000 0.1 BASIN_102 4.017 0.1 BASIN_102 4.033 0.1 BASIN_102 4.050 0.1 BASIN_102 4.067 0.1 BASIN_102 4.083 0.1 BASIN_102 4.100 0.1 BASIN_102 4.117 0.1 BASIN_102 4.133 0.1 BASIN_102 4.150 0.1 BASIN_102 4.167 0.1 BASIN_102 4.183 0.1 BASIN_102 4.200 0.1 BASIN_102 4.217 0.1 BASIN_102 4.233 0.1 BASIN_102 4.250 0.1 BASIN_102 4.267 0.1 BASIN_102 4.283 0.1 BASIN_102 4.300 0.1 BASIN_102 4.317 0.1 BASIN_102 4.333 0.1 BASIN_102 4.350 0.1 BASIN_102 4.367 0.1 BASIN_102 4.383 0.1 BASIN_102 4.400 0.1 BASIN_102 4.417 0.1 BASIN_102 4.433 0.1 BASIN_102 4.450 0.1 BASIN_102 4.467 0.1 BASIN_102 4.483 0.1 BASIN_102 4.500 0.1 BASIN_102 4.517 0.1 BASIN_102 4.533 0.1 BASIN_102 4.550 0.1 BASIN_102 4.567 0.1 BASIN_102 4.583 0.1 BASIN_102 4.600 0.1 BASIN_102 4.617 0.1 BASIN_102 4.633 0.1 BASIN_102 4.650 0.1 BASIN_102 4.667 0.1 BASIN_102 4.683 0.1 BASIN_102 4.700 0.1 BASIN_102 4.717 0.1 BASIN_102 4.733 0.1 BASIN_102 4.750 0.1 BASIN_102 4.767 0.1 BASIN_102 4.783 0.1 BASIN_102 4.800 0.1 BASIN_102 4.817 0.1 BASIN_102 4.833 0.1 BASIN_102 4.850 0.1 BASIN_102 4.867 0.1 BASIN_102 4.883 0.1 BASIN_102 4.900 0.1 BASIN_304 0.017 0 BASIN_304 0.033 0 BASIN_304 0.050 0 BASIN_304 0.067 0 BASIN_304 0.083 0 BASIN_304 0.100 0 BASIN_304 0.117 0.2 BASIN_304 0.133 0.7 BASIN_304 0.150 1.3 BASIN_304 0.167 1.7 BASIN_304 0.183 2.1 BASIN_304 0.200 2.4 BASIN_304 0.217 2.6 BASIN_304 0.233 2.7 BASIN_304 0.250 2.8 BASIN_304 0.267 3.3 BASIN_304 0.283 4 BASIN_304 0.300 4.4 BASIN_304 0.317 4.6 BASIN_304 0.333 4.7 BASIN_304 0.350 5.1 BASIN_304 0.367 5.8 BASIN_304 0.383 6.2 BASIN_304 0.400 6.5 BASIN_304 0.417 6.6 BASIN_304 0.433 8.6 BASIN_304 0.450 11.6 BASIN_304 0.467 12.8 BASIN_304 0.483 13.3 BASIN_304 0.500 13.5 BASIN_304 0.517 17.4 BASIN_304 0.533 22.7 BASIN_304 0.550 24.2 BASIN_304 0.567 24.7 BASIN_304 0.583 24.8 BASIN_304 0.600 19.4 BASIN_304 0.617 13.2 BASIN_304 0.633 11.4 BASIN_304 0.650 10.7 BASIN_304 0.667 10.4 BASIN_304 0.683 9.1 BASIN_304 0.700 7.4 BASIN_304 0.717 6.7 BASIN_304 0.733 6.4 BASIN_304 0.750 6.2 BASIN_304 0.767 5.5 BASIN_304 0.783 4.5 BASIN_304 0.800 4.1 BASIN_304 0.817 3.8 BASIN_304 0.833 3.7 BASIN_304 0.850 3.5 BASIN_304 0.867 3.2 BASIN_304 0.883 3.1 BASIN_304 0.900 3 BASIN_304 0.917 3 BASIN_304 0.933 2.9 BASIN_304 0.950 2.7 BASIN_304 0.967 2.6 BASIN_304 0.983 2.6 BASIN_304 1.000 2.5 BASIN_304 1.100 2.3 BASIN_304 1.117 2.3 BASIN_304 1.133 2.3 BASIN_304 1.150 2.2 BASIN_304 1.167 2.2 BASIN_304 1.183 2.2 BASIN_304 1.200 2.2 BASIN_304 1.217 2.1 BASIN_304 1.233 2.1 BASIN_304 1.250 2.1 BASIN_304 1.267 2.1 BASIN_304 1.283 2.1 BASIN_304 1.300 2 BASIN_304 1.317 2 BASIN_304 1.333 2 BASIN_304 1.350 2 BASIN_304 1.367 2 BASIN_304 1.383 2 BASIN_304 1.400 2 BASIN_304 1.417 1.9 BASIN_304 1.433 1.9 BASIN_304 1.450 1.9 BASIN_304 1.467 1.9 BASIN_304 1.483 1.9 BASIN_304 1.500 1.9 BASIN_304 1.517 1.9 BASIN_304 1.533 1.8 BASIN_304 1.550 1.8 BASIN_304 1.567 1.8 BASIN_304 1.583 1.8 BASIN_304 1.600 1.8 BASIN_304 1.617 1.8 BASIN_304 1.633 1.7 BASIN_304 1.650 1.7 BASIN_304 1.667 1.7 BASIN_304 1.683 1.7 BASIN_304 1.700 1.7 BASIN_304 1.717 1.7 BASIN_304 1.733 1.7 BASIN_304 1.750 1.7 BASIN_304 1.767 1.7 BASIN_304 1.783 1.6 BASIN_304 1.800 1.6 BASIN_304 1.817 1.6 BASIN_304 1.833 1.6 BASIN_304 1.850 1.6 BASIN_304 1.867 1.6 BASIN_304 1.883 1.6 BASIN_304 1.900 1.6 BASIN_304 1.917 1.6 BASIN_304 1.933 1.6 BASIN_304 1.950 1.5 BASIN_304 1.967 1.5 BASIN_304 1.983 1.5 BASIN_304 2.000 1.5 BASIN_304 2.017 1.2 BASIN_304 2.033 0.8 BASIN_304 2.050 0.6 BASIN_304 2.067 0.5 BASIN_304 2.083 0.4 BASIN_304 2.183 0.1 BASIN_304 2.200 0.1 BASIN_304 2.217 0.1 BASIN_304 2.233 0.1 BASIN_304 2.250 0.1 BASIN_304 2.267 0.1 BASIN_304 2.283 0.1 BASIN_304 2.300 0 ; BASIN_204 0.017 0 BASIN_204 0.033 0 BASIN_204 0.050 0 BASIN_204 0.067 0 BASIN_204 0.083 0 BASIN_204 0.100 0 BASIN_204 0.117 0.1 BASIN_204 0.133 0.4 BASIN_204 0.150 0.7 BASIN_204 0.167 1.2 BASIN_204 0.183 1.7 BASIN_204 0.200 2.2 BASIN_204 0.217 2.7 BASIN_204 0.233 3.1 BASIN_204 0.250 3.5 BASIN_204 0.267 4.2 BASIN_204 0.283 5.2 BASIN_204 0.300 6 BASIN_204 0.317 6.6 BASIN_204 0.333 7.1 BASIN_204 0.350 7.8 BASIN_204 0.367 8.8 BASIN_204 0.383 9.5 BASIN_204 0.400 10.1 BASIN_204 0.417 10.6 BASIN_204 0.433 12.5 BASIN_204 0.450 15.8 BASIN_204 0.467 18.3 BASIN_204 0.483 20.1 BASIN_204 0.500 21.4 BASIN_204 0.517 25.8 BASIN_204 0.533 32.5 BASIN_204 0.550 37.1 BASIN_204 0.567 40.1 BASIN_204 0.583 42.1 BASIN_204 0.600 38.1 BASIN_204 0.617 31 BASIN_204 0.633 26.8 BASIN_204 0.650 24.1 BASIN_204 0.667 22.5 BASIN_204 0.683 20.2 BASIN_204 0.700 17.5 BASIN_204 0.717 15.8 BASIN_204 0.733 14.6 BASIN_204 0.750 13.7 BASIN_204 0.767 12.4 BASIN_204 0.783 11 BASIN_204 0.800 9.9 BASIN_204 0.817 9.1 BASIN_204 0.833 8.5 BASIN_204 0.850 8 BASIN_204 0.950 5.9 BASIN_204 0.967 5.6 BASIN_204 0.983 5.4 BASIN_204 1.000 5.3 BASIN_204 1.017 5.1 BASIN_204 1.033 5 BASIN_204 1.050 4.9 BASIN_204 1.067 4.8 BASIN_204 1.083 4.7 BASIN_204 1.100 4.6 BASIN_204 1.117 4.5 BASIN_204 1.133 4.5 BASIN_204 1.150 4.4 BASIN_204 1.167 4.3 BASIN_204 1.183 4.3 BASIN_204 1.200 4.2 BASIN_204 1.217 4.2 BASIN_204 1.233 4.1 BASIN_204 1.250 4.1 BASIN_204 1.267 4 BASIN_204 1.283 4 BASIN_204 1.300 3.9 BASIN_204 1.317 3.9 BASIN_204 1.333 3.9 BASIN_204 1.350 3.8 BASIN_204 1.367 3.8 BASIN_204 1.383 3.8 BASIN_204 1.400 3.7 BASIN_204 1.417 3.7 BASIN_204 1.433 3.7 BASIN_204 1.450 3.6 BASIN_204 1.467 3.6 BASIN_204 1.483 3.6 BASIN_204 1.500 3.5 BASIN_204 1.517 3.5 BASIN_204 1.533 3.5 BASIN_204 1.550 3.4 BASIN_204 1.567 3.4 BASIN_204 1.583 3.4 BASIN_204 1.600 3.4 BASIN_204 1.617 3.3 BASIN_204 1.633 3.3 BASIN_204 1.650 3.3 BASIN_204 1.667 3.3 BASIN_204 1.683 3.2 BASIN_204 1.700 3.2 BASIN_204 1.717 3.2 BASIN_204 1.733 3.2 BASIN_204 1.750 3.1 BASIN_204 1.767 3.1 BASIN_204 1.783 3.1 BASIN_204 1.800 3.1 BASIN_204 1.817 3.1 BASIN_204 1.833 3 BASIN_204 1.850 3 BASIN_204 1.867 3 BASIN_204 1.883 3 BASIN_204 1.900 3 BASIN_204 1.917 2.9 BASIN_204 1.933 2.9 BASIN_204 2.033 2.2 BASIN_204 2.050 1.9 BASIN_204 2.067 1.6 BASIN_204 2.083 1.4 BASIN_204 2.100 1.3 BASIN_204 2.117 1.1 BASIN_204 2.133 1 BASIN_204 2.150 0.9 BASIN_204 2.167 0.8 BASIN_204 2.183 0.7 BASIN_204 2.200 0.7 BASIN_204 2.217 0.6 BASIN_204 2.233 0.5 BASIN_204 2.250 0.5 BASIN_204 2.267 0.5 BASIN_204 2.283 0.4 BASIN_204 2.300 0.4 BASIN_204 2.317 0.4 BASIN_204 2.333 0.3 BASIN_204 2.350 0.3 BASIN_204 2.367 0.3 BASIN_204 2.383 0.3 BASIN_204 2.400 0.3 BASIN_204 2.417 0.2 BASIN_204 2.433 0.2 BASIN_204 2.450 0.2 BASIN_204 2.467 0.2 BASIN_204 2.483 0.2 BASIN_204 2.500 0.2 BASIN_204 2.517 0.2 BASIN_204 2.533 0.2 BASIN_204 2.550 0.1 BASIN_204 2.567 0.1 BASIN_204 2.583 0.1 BASIN_204 2.600 0.1 BASIN_204 2.617 0.1 BASIN_204 2.633 0.1 BASIN_204 2.650 0.1 BASIN_204 2.667 0.1 BASIN_204 2.683 0.1 BASIN_204 2.700 0.1 BASIN_204 2.717 0.1 BASIN_204 2.733 0.1 BASIN_204 2.750 0.1 BASIN_204 2.767 0.1 BASIN_204 2.783 0.1 BASIN_204 2.800 0.1 BASIN_204 2.817 0.1 BASIN_204 2.833 0.1 BASIN_204 2.850 0.1 BASIN_204 2.867 0.1 BASIN_204 2.883 0.1 BASIN_204 2.900 0.1 BASIN_204 2.917 0.1 BASIN_204 2.933 0.1 BASIN_204 2.950 0 ; BASIN_103 0.017 0 BASIN_103 0.033 0 BASIN_103 0.050 0 BASIN_103 0.150 5.2 BASIN_103 0.167 7.5 BASIN_103 0.183 9.6 BASIN_103 0.200 11.6 BASIN_103 0.217 13 BASIN_103 0.233 14 BASIN_103 0.250 14.7 BASIN_103 0.267 17.1 BASIN_103 0.283 20.8 BASIN_103 0.300 23.1 BASIN_103 0.317 24.5 BASIN_103 0.333 25.4 BASIN_103 0.350 27.6 BASIN_103 0.367 30.9 BASIN_103 0.383 33.1 BASIN_103 0.400 34.6 BASIN_103 0.417 35.7 BASIN_103 0.433 44.6 BASIN_103 0.450 58.8 BASIN_103 0.467 66.6 BASIN_103 0.483 70.5 BASIN_103 0.500 72.5 BASIN_103 0.517 90.7 BASIN_103 0.533 117.5 BASIN_103 0.550 128.8 BASIN_103 0.567 133.2 BASIN_103 0.583 135 BASIN_103 0.600 110.8 BASIN_103 0.617 79.3 BASIN_103 0.633 67.1 BASIN_103 0.650 61.6 BASIN_103 0.667 59 BASIN_103 0.683 52 BASIN_103 0.700 43.3 BASIN_103 0.717 39 BASIN_103 0.733 36.6 BASIN_103 0.750 35.3 BASIN_103 0.767 31.6 BASIN_103 0.783 26.7 BASIN_103 0.800 23.9 BASIN_103 0.817 22.2 BASIN_103 0.833 21.2 BASIN_103 0.850 19.9 BASIN_103 0.867 18.6 BASIN_103 0.883 17.7 BASIN_103 0.900 17.1 BASIN_103 0.917 16.8 BASIN_103 0.933 16.1 BASIN_103 0.950 15.4 BASIN_103 0.967 14.8 BASIN_103 0.983 14.5 BASIN_103 1.000 14.3 BASIN_103 1.017 14 BASIN_103 1.033 13.6 BASIN_103 1.050 13.4 BASIN_103 1.067 13.3 BASIN_103 1.083 13.2 BASIN_103 1.100 13 BASIN_103 1.117 12.7 BASIN_103 1.133 12.6 BASIN_103 1.233 11.8 BASIN_103 1.250 11.8 BASIN_103 1.267 11.7 BASIN_103 1.283 11.5 BASIN_103 1.300 11.4 BASIN_103 1.317 11.3 BASIN_103 1.333 11.2 BASIN_103 1.350 11.1 BASIN_103 1.367 11 BASIN_103 1.383 10.9 BASIN_103 1.400 10.8 BASIN_103 1.417 10.8 BASIN_103 1.433 10.7 BASIN_103 1.450 10.6 BASIN_103 1.467 10.5 BASIN_103 1.483 10.4 BASIN_103 1.500 10.4 BASIN_103 1.517 10.3 BASIN_103 1.533 10.1 BASIN_103 1.550 10.1 BASIN_103 1.567 10 BASIN_103 1.583 10 BASIN_103 1.600 9.9 BASIN_103 1.617 9.7 BASIN_103 1.633 9.6 BASIN_103 1.650 9.6 BASIN_103 1.667 9.5 BASIN_103 1.683 9.5 BASIN_103 1.700 9.4 BASIN_103 1.717 9.3 BASIN_103 1.733 9.3 BASIN_103 1.750 9.2 BASIN_103 1.767 9.2 BASIN_103 1.783 9.1 BASIN_103 1.800 9 BASIN_103 1.817 9 BASIN_103 1.833 9 BASIN_103 1.850 8.9 BASIN_103 1.867 8.8 BASIN_103 1.883 8.8 BASIN_103 1.900 8.7 BASIN_103 1.917 8.7 BASIN_103 1.933 8.6 BASIN_103 1.950 8.5 BASIN_103 1.967 8.5 BASIN_103 1.983 8.4 BASIN_103 2.000 8.4 BASIN_103 2.017 7.2 BASIN_103 2.033 5.4 BASIN_103 2.050 4.1 BASIN_103 2.067 3.2 BASIN_103 2.083 2.6 BASIN_103 2.100 2.1 BASIN_103 2.117 1.8 BASIN_103 2.133 1.5 BASIN_103 2.150 1.3 BASIN_103 2.167 1.1 BASIN_103 2.183 1 BASIN_103 2.200 0.8 BASIN_103 2.217 0.7 BASIN_103 2.317 0.4 BASIN_103 2.333 0.3 BASIN_103 2.350 0.3 BASIN_103 2.367 0.3 BASIN_103 2.383 0.3 BASIN_103 2.400 0.2 BASIN_103 2.417 0.2 BASIN_103 2.433 0.2 BASIN_103 2.450 0.2 BASIN_103 2.467 0.2 BASIN_103 2.483 0.2 BASIN_103 2.500 0.2 BASIN_103 2.517 0.1 BASIN_103 2.533 0.1 BASIN_103 2.550 0.1 BASIN_103 2.567 0.1 BASIN_103 2.583 0.1 BASIN_103 2.600 0.1 BASIN_103 2.617 0.1 BASIN_103 2.633 0.1 BASIN_103 2.650 0.1 BASIN_103 2.667 0.1 BASIN_103 2.683 0.1 BASIN_103 2.700 0.1 BASIN_103 2.717 0.1 BASIN_103 2.733 0.1 BASIN_103 2.750 0.1 BASIN_103 2.767 0.1 BASIN_103 2.783 0.1 BASIN_103 2.800 0.1 ; BASIN_205 0.017 0 BASIN_205 0.033 0 BASIN_205 0.050 0 BASIN_205 0.067 0 BASIN_205 0.083 0 BASIN_205 0.100 0 BASIN_205 0.117 0 BASIN_205 0.133 0.1 BASIN_205 0.150 0.3 BASIN_205 0.167 0.5 BASIN_205 0.183 0.7 BASIN_205 0.200 0.9 BASIN_205 0.217 1.1 BASIN_205 0.233 1.2 BASIN_205 0.250 1.4 BASIN_205 0.267 1.7 BASIN_205 0.283 2 BASIN_205 0.300 2.4 BASIN_205 0.317 2.6 BASIN_205 0.333 2.8 BASIN_205 0.350 3.1 BASIN_205 0.367 3.5 BASIN_205 0.383 3.8 BASIN_205 0.400 4 BASIN_205 0.417 4.2 BASIN_205 0.433 5 BASIN_205 0.450 6.2 BASIN_205 0.467 7.2 BASIN_205 0.483 8 BASIN_205 0.583 16.6 BASIN_205 0.600 15 BASIN_205 0.617 12.2 BASIN_205 0.633 10.5 BASIN_205 0.650 9.5 BASIN_205 0.667 8.8 BASIN_205 0.683 7.9 BASIN_205 0.700 6.9 BASIN_205 0.717 6.2 BASIN_205 0.733 5.7 BASIN_205 0.750 5.4 BASIN_205 0.767 4.9 BASIN_205 0.783 4.3 BASIN_205 0.800 3.9 BASIN_205 0.817 3.6 BASIN_205 0.833 3.3 BASIN_205 0.850 3.1 BASIN_205 0.867 2.9 BASIN_205 0.883 2.7 BASIN_205 0.900 2.6 BASIN_205 0.917 2.5 BASIN_205 0.933 2.4 BASIN_205 0.950 2.3 BASIN_205 0.967 2.2 BASIN_205 0.983 2.1 BASIN_205 1.000 2.1 BASIN_205 1.017 2 BASIN_205 1.033 2 BASIN_205 1.050 1.9 BASIN_205 1.067 1.9 BASIN_205 1.083 1.8 BASIN_205 1.100 1.8 BASIN_205 1.117 1.8 BASIN_205 1.133 1.8 BASIN_205 1.150 1.7 BASIN_205 1.167 1.7 BASIN_205 1.183 1.7 BASIN_205 1.200 1.7 BASIN_205 1.217 1.6 BASIN_205 1.233 1.6 BASIN_205 1.250 1.6 BASIN_205 1.267 1.6 BASIN_205 1.283 1.6 BASIN_205 1.300 1.6 BASIN_205 1.317 1.5 BASIN_205 1.333 1.5 BASIN_205 1.350 1.5 BASIN_205 1.367 1.5 BASIN_205 1.383 1.5 BASIN_205 1.400 1.5 BASIN_205 1.417 1.5 BASIN_205 1.433 1.4 BASIN_205 1.450 1.4 BASIN_205 1.467 1.4 BASIN_205 1.483 1.4 BASIN_205 1.500 1.4 BASIN_205 1.517 1.4 BASIN_205 1.533 1.4 BASIN_205 1.550 1.4 BASIN_205 1.567 1.4 BASIN_205 1.667 1.3 BASIN_205 1.683 1.3 BASIN_205 1.700 1.3 BASIN_205 1.717 1.3 BASIN_205 1.733 1.3 BASIN_205 1.750 1.2 BASIN_205 1.767 1.2 BASIN_205 1.783 1.2 BASIN_205 1.800 1.2 BASIN_205 1.817 1.2 BASIN_205 1.833 1.2 BASIN_205 1.850 1.2 BASIN_205 1.867 1.2 BASIN_205 1.883 1.2 BASIN_205 1.900 1.2 BASIN_205 1.917 1.2 BASIN_205 1.933 1.2 BASIN_205 1.950 1.2 BASIN_205 1.967 1.1 BASIN_205 1.983 1.1 BASIN_205 2.000 1.1 BASIN_205 2.017 1 BASIN_205 2.033 0.9 BASIN_205 2.050 0.8 BASIN_205 2.067 0.7 BASIN_205 2.083 0.6 BASIN_205 2.100 0.5 BASIN_205 2.117 0.4 BASIN_205 2.133 0.4 BASIN_205 2.150 0.4 BASIN_205 2.167 0.3 BASIN_205 2.183 0.3 BASIN_205 2.200 0.3 BASIN_205 2.217 0.2 BASIN_205 2.233 0.2 BASIN_205 2.250 0.2 BASIN_205 2.267 0.2 BASIN_205 2.283 0.2 BASIN_205 2.300 0.2 BASIN_205 2.317 0.1 BASIN_205 2.333 0.1 BASIN_205 2.350 0.1 BASIN_205 2.367 0.1 BASIN_205 2.383 0.1 BASIN_205 2.400 0.1 BASIN_205 2.417 0.1 BASIN_205 2.433 0.1 BASIN_205 2.450 0.1 BASIN_205 2.467 0.1 BASIN_205 2.483 0.1 BASIN_205 2.500 0.1 BASIN_205 2.517 0.1 BASIN_205 2.533 0.1 BASIN_205 2.550 0.1 BASIN_205 2.567 0.1 BASIN_205 2.583 0.1 BASIN_205 2.600 0 ; BASIN_209 0.02 0 BASIN_209 0.03 0 BASIN_209 0.13 0.2 BASIN_209 0.15 0.4 BASIN_209 0.17 0.6 BASIN_209 0.18 0.8 BASIN_209 0.20 1 BASIN_209 0.22 1.1 BASIN_209 0.23 1.2 BASIN_209 0.25 1.3 BASIN_209 0.27 1.5 BASIN_209 0.28 1.8 BASIN_209 0.30 2 BASIN_209 0.32 2.1 BASIN_209 0.33 2.2 BASIN_209 0.35 2.4 BASIN_209 0.37 2.7 BASIN_209 0.38 2.9 BASIN_209 0.40 3 BASIN_209 0.42 3.1 BASIN_209 0.43 3.9 BASIN_209 0.45 5.1 BASIN_209 0.47 5.8 BASIN_209 0.48 6.1 BASIN_209 0.50 6.3 BASIN_209 0.52 7.9 BASIN_209 0.53 10.2 BASIN_209 0.55 11.2 BASIN_209 0.57 11.6 BASIN_209 0.58 11.8 BASIN_209 0.60 9.7 BASIN_209 0.62 7 BASIN_209 0.63 5.9 BASIN_209 0.65 5.4 BASIN_209 0.67 5.2 BASIN_209 0.68 4.6 BASIN_209 0.70 3.8 BASIN_209 0.72 3.4 BASIN_209 0.73 3.2 BASIN_209 0.75 3.1 BASIN_209 0.77 2.8 BASIN_209 0.78 2.4 BASIN_209 0.80 2.1 BASIN_209 0.82 2 BASIN_209 0.83 1.9 BASIN_209 0.85 1.8 BASIN_209 0.87 1.6 BASIN_209 0.88 1.6 BASIN_209 0.90 1.5 BASIN_209 0.92 1.5 BASIN_209 0.93 1.4 BASIN_209 0.95 1.3 BASIN_209 0.97 1.3 BASIN_209 0.98 1.3 BASIN_209 1.00 1.2 BASIN_209 1.02 1.2 BASIN_209 1.03 1.2 BASIN_209 1.05 1.2 BASIN_209 1.07 1.2 BASIN_209 1.08 1.1 BASIN_209 1.10 1.1 BASIN_209 1.12 1.1 BASIN_209 1.22 1 BASIN_209 1.23 1 BASIN_209 1.25 1 BASIN_209 1.27 1 BASIN_209 1.28 1 BASIN_209 1.30 1 BASIN_209 1.32 1 BASIN_209 1.33 1 BASIN_209 1.35 1 BASIN_209 1.37 1 BASIN_209 1.38 0.9 BASIN_209 1.40 0.9 BASIN_209 1.42 0.9 BASIN_209 1.43 0.9 BASIN_209 1.45 0.9 BASIN_209 1.47 0.9 BASIN_209 1.48 0.9 BASIN_209 1.50 0.9 BASIN_209 1.52 0.9 BASIN_209 1.53 0.9 BASIN_209 1.55 0.9 BASIN_209 1.57 0.9 BASIN_209 1.58 0.9 BASIN_209 1.60 0.9 BASIN_209 1.62 0.8 BASIN_209 1.63 0.8 BASIN_209 1.65 0.8 BASIN_209 1.67 0.8 BASIN_209 1.68 0.8 BASIN_209 1.70 0.8 BASIN_209 1.72 0.8 BASIN_209 1.73 0.8 BASIN_209 1.75 0.8 BASIN_209 1.77 0.8 BASIN_209 1.78 0.8 BASIN_209 1.80 0.8 BASIN_209 1.82 0.8 BASIN_209 1.83 0.8 BASIN_209 1.85 0.8 BASIN_209 1.87 0.8 BASIN_209 1.88 0.8 BASIN_209 1.90 0.8 BASIN_209 1.92 0.8 BASIN_209 1.93 0.7 BASIN_209 1.95 0.7 BASIN_209 1.97 0.7 BASIN_209 1.98 0.7 BASIN_209 2.00 0.7 BASIN_209 2.02 0.6 BASIN_209 2.03 0.5 BASIN_209 2.05 0.4 BASIN_209 2.07 0.3 BASIN_209 2.08 0.2 BASIN_209 2.10 0.2 BASIN_209 2.12 0.2 BASIN_209 2.13 0.1 BASIN_209 2.15 0.1 BASIN_209 2.17 0.1 BASIN_209 2.18 0.1 BASIN_209 2.20 0.1 BASIN_209 2.30 0 BASIN_209 2.32 0 BASIN_209 2.33 0 BASIN_209 2.35 0 ; BASIN_305 0.017 0 BASIN_305 0.033 0 BASIN_305 0.050 0 BASIN_305 0.067 0 BASIN_305 0.083 0 BASIN_305 0.100 0 BASIN_305 0.117 0 BASIN_305 0.133 0.1 BASIN_305 0.150 0.3 BASIN_305 0.167 0.4 BASIN_305 0.183 0.6 BASIN_305 0.200 0.8 BASIN_305 0.217 0.9 BASIN_305 0.233 1.1 BASIN_305 0.250 1.2 BASIN_305 0.267 1.5 BASIN_305 0.283 1.8 BASIN_305 0.300 2.1 BASIN_305 0.317 2.4 BASIN_305 0.333 2.6 BASIN_305 0.350 2.8 BASIN_305 0.367 3.2 BASIN_305 0.383 3.4 BASIN_305 0.400 3.7 BASIN_305 0.417 3.8 BASIN_305 0.433 4.5 BASIN_305 0.450 5.7 BASIN_305 0.467 6.5 BASIN_305 0.483 7.2 BASIN_305 0.500 7.7 BASIN_305 0.517 9.2 BASIN_305 0.533 11.5 BASIN_305 0.550 13.1 BASIN_305 0.567 14.2 BASIN_305 0.583 14.9 BASIN_305 0.600 13.5 BASIN_305 0.617 10.9 BASIN_305 0.633 9.4 BASIN_305 0.650 8.5 BASIN_305 0.667 7.9 BASIN_305 0.683 7.1 BASIN_305 0.700 6.1 BASIN_305 0.717 5.5 BASIN_305 0.733 5.1 BASIN_305 0.750 4.8 BASIN_305 0.767 4.3 BASIN_305 0.783 3.8 BASIN_305 0.800 3.4 BASIN_305 0.817 3.2 BASIN_305 0.833 3 BASIN_305 0.850 2.8 BASIN_305 0.867 2.6 BASIN_305 0.883 2.4 BASIN_305 0.900 2.3 BASIN_305 0.917 2.2 BASIN_305 1.017 1.8 BASIN_305 1.033 1.8 BASIN_305 1.050 1.7 BASIN_305 1.067 1.7 BASIN_305 1.083 1.7 BASIN_305 1.100 1.6 BASIN_305 1.117 1.6 BASIN_305 1.133 1.6 BASIN_305 1.150 1.6 BASIN_305 1.167 1.5 BASIN_305 1.183 1.5 BASIN_305 1.200 1.5 BASIN_305 1.217 1.5 BASIN_305 1.233 1.5 BASIN_305 1.250 1.4 BASIN_305 1.267 1.4 BASIN_305 1.283 1.4 BASIN_305 1.300 1.4 BASIN_305 1.317 1.4 BASIN_305 1.333 1.4 BASIN_305 1.350 1.4 BASIN_305 1.367 1.3 BASIN_305 1.383 1.3 BASIN_305 1.400 1.3 BASIN_305 1.417 1.3 BASIN_305 1.433 1.3 BASIN_305 1.450 1.3 BASIN_305 1.467 1.3 BASIN_305 1.483 1.3 BASIN_305 1.500 1.3 BASIN_305 1.517 1.3 BASIN_305 1.533 1.2 BASIN_305 1.550 1.2 BASIN_305 1.567 1.2 BASIN_305 1.583 1.2 BASIN_305 1.600 1.2 BASIN_305 1.617 1.2 BASIN_305 1.633 1.2 BASIN_305 1.650 1.2 BASIN_305 1.667 1.2 BASIN_305 1.683 1.2 BASIN_305 1.700 1.2 BASIN_305 1.717 1.1 BASIN_305 1.733 1.1 BASIN_305 1.750 1.1 BASIN_305 1.767 1.1 BASIN_305 1.783 1.1 BASIN_305 1.800 1.1 BASIN_305 1.817 1.1 BASIN_305 1.833 1.1 BASIN_305 1.850 1.1 BASIN_305 1.867 1.1 BASIN_305 1.883 1.1 BASIN_305 1.900 1.1 BASIN_305 1.917 1.1 BASIN_305 1.933 1.1 BASIN_305 1.950 1 BASIN_305 1.967 1 BASIN_305 1.983 1 BASIN_305 2.000 1 BASIN_305 2.100 0.5 BASIN_305 2.117 0.4 BASIN_305 2.133 0.4 BASIN_305 2.150 0.3 BASIN_305 2.167 0.3 BASIN_305 2.183 0.3 BASIN_305 2.200 0.2 BASIN_305 2.217 0.2 BASIN_305 2.233 0.2 BASIN_305 2.250 0.2 BASIN_305 2.267 0.2 BASIN_305 2.283 0.2 BASIN_305 2.300 0.1 BASIN_305 2.317 0.1 BASIN_305 2.333 0.1 BASIN_305 2.350 0.1 BASIN_305 2.367 0.1 BASIN_305 2.383 0.1 BASIN_305 2.400 0.1 BASIN_305 2.417 0.1 BASIN_305 2.433 0.1 BASIN_305 2.450 0.1 BASIN_305 2.467 0.1 BASIN_305 2.483 0.1 BASIN_305 2.500 0.1 BASIN_305 2.517 0.1 BASIN_305 2.533 0.1 BASIN_305 2.550 0.1 BASIN_305 2.567 0.1 BASIN_305 2.583 0 ; BASIN_206 0.02 0 BASIN_206 0.03 0 BASIN_206 0.05 0 BASIN_206 0.07 0 BASIN_206 0.08 0 BASIN_206 0.10 0 BASIN_206 0.12 0.2 BASIN_206 0.13 0.6 BASIN_206 0.15 1.2 BASIN_206 0.17 1.6 BASIN_206 0.18 2 BASIN_206 0.20 2.4 BASIN_206 0.22 2.6 BASIN_206 0.23 2.8 BASIN_206 0.25 2.8 BASIN_206 0.27 3.3 BASIN_206 0.28 4.1 BASIN_206 0.30 4.5 BASIN_206 0.32 4.7 BASIN_206 0.33 4.8 BASIN_206 0.35 5.3 BASIN_206 0.37 5.9 BASIN_206 0.38 6.4 BASIN_206 0.40 6.6 BASIN_206 0.42 6.8 BASIN_206 0.43 8.7 BASIN_206 0.45 11.6 BASIN_206 0.47 13 BASIN_206 0.48 13.6 BASIN_206 0.58 25.7 BASIN_206 0.60 20.6 BASIN_206 0.62 14.3 BASIN_206 0.63 12.2 BASIN_206 0.65 11.4 BASIN_206 0.67 11 BASIN_206 0.68 9.6 BASIN_206 0.70 7.9 BASIN_206 0.72 7.2 BASIN_206 0.73 6.8 BASIN_206 0.75 6.6 BASIN_206 0.77 5.8 BASIN_206 0.78 4.9 BASIN_206 0.80 4.4 BASIN_206 0.82 4.1 BASIN_206 0.83 3.9 BASIN_206 0.85 3.7 BASIN_206 0.87 3.4 BASIN_206 0.88 3.3 BASIN_206 0.90 3.2 BASIN_206 0.92 3.1 BASIN_206 0.93 3 BASIN_206 0.95 2.9 BASIN_206 0.97 2.8 BASIN_206 0.98 2.7 BASIN_206 1.00 2.7 BASIN_206 1.02 2.6 BASIN_206 1.03 2.6 BASIN_206 1.05 2.5 BASIN_206 1.07 2.5 BASIN_206 1.08 2.5 BASIN_206 1.10 2.4 BASIN_206 1.12 2.4 BASIN_206 1.13 2.4 BASIN_206 1.15 2.3 BASIN_206 1.17 2.3 BASIN_206 1.18 2.3 BASIN_206 1.20 2.3 BASIN_206 1.22 2.2 BASIN_206 1.23 2.2 BASIN_206 1.25 2.2 BASIN_206 1.27 2.2 BASIN_206 1.28 2.2 BASIN_206 1.30 2.1 BASIN_206 1.32 2.1 BASIN_206 1.33 2.1 BASIN_206 1.35 2.1 BASIN_206 1.37 2.1 BASIN_206 1.38 2 BASIN_206 1.40 2 BASIN_206 1.42 2 BASIN_206 1.43 2 BASIN_206 1.45 2 BASIN_206 1.47 2 BASIN_206 1.48 2 BASIN_206 1.50 1.9 BASIN_206 1.52 1.9 BASIN_206 1.53 1.9 BASIN_206 1.55 1.9 BASIN_206 1.57 1.9 BASIN_206 1.67 1.8 BASIN_206 1.68 1.8 BASIN_206 1.70 1.8 BASIN_206 1.72 1.7 BASIN_206 1.73 1.7 BASIN_206 1.75 1.7 BASIN_206 1.77 1.7 BASIN_206 1.78 1.7 BASIN_206 1.80 1.7 BASIN_206 1.82 1.7 BASIN_206 1.83 1.7 BASIN_206 1.85 1.7 BASIN_206 1.87 1.7 BASIN_206 1.88 1.6 BASIN_206 1.90 1.6 BASIN_206 1.92 1.6 BASIN_206 1.93 1.6 BASIN_206 1.95 1.6 BASIN_206 1.97 1.6 BASIN_206 1.98 1.6 BASIN_206 2.00 1.6 BASIN_206 2.02 1.3 BASIN_206 2.03 0.9 BASIN_206 2.05 0.7 BASIN_206 2.07 0.5 BASIN_206 2.08 0.4 BASIN_206 2.10 0.3 BASIN_206 2.12 0.3 BASIN_206 2.13 0.2 BASIN_206 2.15 0.2 BASIN_206 2.17 0.2 BASIN_206 2.18 0.1 BASIN_206 2.20 0.1 BASIN_206 2.22 0.1 BASIN_206 2.23 0.1 BASIN_206 2.25 0.1 BASIN_206 2.27 0.1 BASIN_206 2.28 0.1 BASIN_206 2.30 0.1 BASIN_206 2.32 0.1 BASIN_206 2.33 0.1 BASIN_206 2.35 0 ; BASIN_306 0.017 0 BASIN_306 0.033 0 BASIN_306 0.050 0 BASIN_306 0.067 0 BASIN_306 0.083 0 BASIN_306 0.100 0 BASIN_306 0.117 0 BASIN_306 0.133 0.1 BASIN_306 0.150 0.1 BASIN_306 0.167 0.2 BASIN_306 0.183 0.3 BASIN_306 0.200 0.3 BASIN_306 0.217 0.4 BASIN_306 0.233 0.5 BASIN_306 0.250 0.5 BASIN_306 0.267 0.7 BASIN_306 0.283 0.8 BASIN_306 0.383 1.5 BASIN_306 0.400 1.6 BASIN_306 0.417 1.6 BASIN_306 0.433 1.9 BASIN_306 0.450 2.4 BASIN_306 0.467 2.8 BASIN_306 0.483 3.1 BASIN_306 0.500 3.3 BASIN_306 0.517 4 BASIN_306 0.533 5 BASIN_306 0.550 5.7 BASIN_306 0.567 6.2 BASIN_306 0.583 6.4 BASIN_306 0.600 5.8 BASIN_306 0.617 4.7 BASIN_306 0.633 4 BASIN_306 0.650 3.7 BASIN_306 0.667 3.4 BASIN_306 0.683 3 BASIN_306 0.700 2.6 BASIN_306 0.717 2.4 BASIN_306 0.733 2.2 BASIN_306 0.750 2.1 BASIN_306 0.767 1.9 BASIN_306 0.783 1.7 BASIN_306 0.800 1.5 BASIN_306 0.817 1.4 BASIN_306 0.833 1.3 BASIN_306 0.850 1.2 BASIN_306 0.867 1.1 BASIN_306 0.883 1.1 BASIN_306 0.900 1 BASIN_306 0.917 1 BASIN_306 0.933 0.9 BASIN_306 0.950 0.9 BASIN_306 0.967 0.8 BASIN_306 0.983 0.8 BASIN_306 1.000 0.8 BASIN_306 1.017 0.8 BASIN_306 1.033 0.8 BASIN_306 1.050 0.7 BASIN_306 1.067 0.7 BASIN_306 1.083 0.7 BASIN_306 1.100 0.7 BASIN_306 1.117 0.7 BASIN_306 1.133 0.7 BASIN_306 1.150 0.7 BASIN_306 1.167 0.7 BASIN_306 1.183 0.7 BASIN_306 1.200 0.6 BASIN_306 1.217 0.6 BASIN_306 1.233 0.6 BASIN_306 1.250 0.6 BASIN_306 1.267 0.6 BASIN_306 1.283 0.6 BASIN_306 1.300 0.6 BASIN_306 1.317 0.6 BASIN_306 1.333 0.6 BASIN_306 1.350 0.6 BASIN_306 1.367 0.6 BASIN_306 1.467 0.5 BASIN_306 1.483 0.5 BASIN_306 1.500 0.5 BASIN_306 1.517 0.5 BASIN_306 1.533 0.5 BASIN_306 1.550 0.5 BASIN_306 1.567 0.5 BASIN_306 1.583 0.5 BASIN_306 1.600 0.5 BASIN_306 1.617 0.5 BASIN_306 1.633 0.5 BASIN_306 1.650 0.5 BASIN_306 1.667 0.5 BASIN_306 1.683 0.5 BASIN_306 1.700 0.5 BASIN_306 1.717 0.5 BASIN_306 1.733 0.5 BASIN_306 1.750 0.5 BASIN_306 1.767 0.5 BASIN_306 1.783 0.5 BASIN_306 1.800 0.5 BASIN_306 1.817 0.5 BASIN_306 1.833 0.5 BASIN_306 1.850 0.5 BASIN_306 1.867 0.5 BASIN_306 1.883 0.5 BASIN_306 1.900 0.5 BASIN_306 1.917 0.4 BASIN_306 1.933 0.4 BASIN_306 1.950 0.4 BASIN_306 1.967 0.4 BASIN_306 1.983 0.4 BASIN_306 2.000 0.4 BASIN_306 2.017 0.4 BASIN_306 2.033 0.3 BASIN_306 2.050 0.3 BASIN_306 2.067 0.2 BASIN_306 2.083 0.2 BASIN_306 2.100 0.2 BASIN_306 2.117 0.2 BASIN_306 2.133 0.1 BASIN_306 2.150 0.1 BASIN_306 2.167 0.1 BASIN_306 2.183 0.1 BASIN_306 2.200 0.1 BASIN_306 2.217 0.1 BASIN_306 2.233 0.1 BASIN_306 2.250 0.1 BASIN_306 2.267 0.1 BASIN_306 2.283 0.1 BASIN_306 2.300 0.1 BASIN_306 2.317 0.1 BASIN_306 2.333 0 ; BASIN_704 0.017 0 BASIN_704 0.033 0 BASIN_704 0.050 0 BASIN_704 0.067 0 BASIN_704 0.083 0 BASIN_704 0.100 0 BASIN_704 0.200 2.7 BASIN_704 0.217 3.3 BASIN_704 0.233 3.8 BASIN_704 0.250 4.3 BASIN_704 0.267 5 BASIN_704 0.283 6.2 BASIN_704 0.300 7.1 BASIN_704 0.317 7.8 BASIN_704 0.333 8.3 BASIN_704 0.350 9.2 BASIN_704 0.367 10.2 BASIN_704 0.383 11 BASIN_704 0.400 11.7 BASIN_704 0.417 12.2 BASIN_704 0.433 14.6 BASIN_704 0.450 18.4 BASIN_704 0.467 21.3 BASIN_704 0.483 23.4 BASIN_704 0.500 24.8 BASIN_704 0.517 29.9 BASIN_704 0.533 37.9 BASIN_704 0.550 43.1 BASIN_704 0.567 46.3 BASIN_704 0.583 48.3 BASIN_704 0.600 43.3 BASIN_704 0.617 34.6 BASIN_704 0.633 29.7 BASIN_704 0.650 26.8 BASIN_704 0.667 24.9 BASIN_704 0.683 22.3 BASIN_704 0.700 19.3 BASIN_704 0.717 17.3 BASIN_704 0.733 16 BASIN_704 0.750 15.1 BASIN_704 0.767 13.7 BASIN_704 0.783 12 BASIN_704 0.800 10.8 BASIN_704 0.817 10 BASIN_704 0.833 9.4 BASIN_704 0.850 8.8 BASIN_704 0.867 8.1 BASIN_704 0.883 7.7 BASIN_704 0.900 7.3 BASIN_704 0.917 7.1 BASIN_704 0.933 6.8 BASIN_704 0.950 6.5 BASIN_704 0.967 6.2 BASIN_704 0.983 6 BASIN_704 1.000 5.9 BASIN_704 1.017 5.7 BASIN_704 1.033 5.5 BASIN_704 1.050 5.4 BASIN_704 1.067 5.3 BASIN_704 1.083 5.2 BASIN_704 1.100 5.2 BASIN_704 1.117 5.1 BASIN_704 1.133 5 BASIN_704 1.150 4.9 BASIN_704 1.167 4.9 BASIN_704 1.183 4.8 BASIN_704 1.283 4.5 BASIN_704 1.300 4.4 BASIN_704 1.317 4.4 BASIN_704 1.333 4.3 BASIN_704 1.350 4.3 BASIN_704 1.367 4.3 BASIN_704 1.383 4.2 BASIN_704 1.400 4.2 BASIN_704 1.417 4.2 BASIN_704 1.433 4.1 BASIN_704 1.450 4.1 BASIN_704 1.467 4 BASIN_704 1.483 4 BASIN_704 1.500 4 BASIN_704 1.517 4 BASIN_704 1.533 3.9 BASIN_704 1.550 3.9 BASIN_704 1.567 3.9 BASIN_704 1.583 3.8 BASIN_704 1.600 3.8 BASIN_704 1.617 3.8 BASIN_704 1.633 3.7 BASIN_704 1.650 3.7 BASIN_704 1.667 3.7 BASIN_704 1.683 3.6 BASIN_704 1.700 3.6 BASIN_704 1.717 3.6 BASIN_704 1.733 3.6 BASIN_704 1.750 3.5 BASIN_704 1.767 3.5 BASIN_704 1.783 3.5 BASIN_704 1.800 3.5 BASIN_704 1.817 3.4 BASIN_704 1.833 3.4 BASIN_704 1.850 3.4 BASIN_704 1.867 3.4 BASIN_704 1.883 3.4 BASIN_704 1.900 3.3 BASIN_704 1.917 3.3 BASIN_704 1.933 3.3 BASIN_704 1.950 3.3 BASIN_704 1.967 3.2 BASIN_704 1.983 3.2 BASIN_704 2.000 3.2 BASIN_704 2.017 2.9 BASIN_704 2.033 2.4 BASIN_704 2.050 2.1 BASIN_704 2.067 1.8 BASIN_704 2.083 1.5 BASIN_704 2.100 1.3 BASIN_704 2.117 1.2 BASIN_704 2.133 1 BASIN_704 2.150 0.9 BASIN_704 2.167 0.8 BASIN_704 2.183 0.7 BASIN_704 2.200 0.7 BASIN_704 2.217 0.6 BASIN_704 2.233 0.5 BASIN_704 2.250 0.5 BASIN_704 2.267 0.5 BASIN_704 2.367 0.3 BASIN_704 2.383 0.3 BASIN_704 2.400 0.3 BASIN_704 2.417 0.2 BASIN_704 2.433 0.2 BASIN_704 2.450 0.2 BASIN_704 2.467 0.2 BASIN_704 2.483 0.2 BASIN_704 2.500 0.2 BASIN_704 2.517 0.2 BASIN_704 2.533 0.2 BASIN_704 2.550 0.1 BASIN_704 2.567 0.1 BASIN_704 2.583 0.1 BASIN_704 2.600 0.1 BASIN_704 2.617 0.1 BASIN_704 2.633 0.1 BASIN_704 2.650 0.1 BASIN_704 2.667 0.1 BASIN_704 2.683 0.1 BASIN_704 2.700 0.1 BASIN_704 2.717 0.1 BASIN_704 2.733 0.1 BASIN_704 2.750 0.1 BASIN_704 2.767 0.1 BASIN_704 2.783 0.1 BASIN_704 2.800 0.1 BASIN_704 2.817 0.1 BASIN_704 2.833 0.1 BASIN_704 2.850 0.1 BASIN_704 2.867 0.1 BASIN_704 2.883 0.1 BASIN_704 2.900 0.1 BASIN_704 2.917 0.1 BASIN_704 2.933 0 ; BASIN_207 0.02 0 BASIN_207 0.03 0 BASIN_207 0.05 0 BASIN_207 0.07 0 BASIN_207 0.08 0 BASIN_207 0.10 0 BASIN_207 0.12 0.2 BASIN_207 0.13 0.6 BASIN_207 0.15 1 BASIN_207 0.17 1.3 BASIN_207 0.18 1.6 BASIN_207 0.20 1.8 BASIN_207 0.22 1.9 BASIN_207 0.23 2 BASIN_207 0.25 2 BASIN_207 0.27 2.4 BASIN_207 0.28 3 BASIN_207 0.30 3.2 BASIN_207 0.32 3.3 BASIN_207 0.33 3.4 BASIN_207 0.35 3.7 BASIN_207 0.37 4.3 BASIN_207 0.38 4.5 BASIN_207 0.40 4.7 BASIN_207 0.50 9.7 BASIN_207 0.52 12.7 BASIN_207 0.53 16.7 BASIN_207 0.55 17.6 BASIN_207 0.57 17.8 BASIN_207 0.58 17.9 BASIN_207 0.60 13.8 BASIN_207 0.62 9.2 BASIN_207 0.63 8 BASIN_207 0.65 7.6 BASIN_207 0.67 7.5 BASIN_207 0.68 6.5 BASIN_207 0.70 5.2 BASIN_207 0.72 4.7 BASIN_207 0.73 4.6 BASIN_207 0.75 4.5 BASIN_207 0.77 3.9 BASIN_207 0.78 3.2 BASIN_207 0.80 2.9 BASIN_207 0.82 2.7 BASIN_207 0.83 2.6 BASIN_207 0.85 2.5 BASIN_207 0.87 2.3 BASIN_207 0.88 2.2 BASIN_207 0.90 2.2 BASIN_207 0.92 2.1 BASIN_207 0.93 2 BASIN_207 0.95 1.9 BASIN_207 0.97 1.9 BASIN_207 0.98 1.8 BASIN_207 1.00 1.8 BASIN_207 1.02 1.8 BASIN_207 1.03 1.7 BASIN_207 1.05 1.7 BASIN_207 1.07 1.7 BASIN_207 1.08 1.7 BASIN_207 1.10 1.7 BASIN_207 1.12 1.6 BASIN_207 1.13 1.6 BASIN_207 1.15 1.6 BASIN_207 1.17 1.6 BASIN_207 1.18 1.6 BASIN_207 1.20 1.6 BASIN_207 1.22 1.5 BASIN_207 1.23 1.5 BASIN_207 1.25 1.5 BASIN_207 1.27 1.5 BASIN_207 1.28 1.5 BASIN_207 1.30 1.5 BASIN_207 1.32 1.5 BASIN_207 1.33 1.5 BASIN_207 1.35 1.4 BASIN_207 1.37 1.4 BASIN_207 1.38 1.4 BASIN_207 1.40 1.4 BASIN_207 1.42 1.4 BASIN_207 1.43 1.4 BASIN_207 1.45 1.4 BASIN_207 1.47 1.4 BASIN_207 1.48 1.3 BASIN_207 1.58 1.3 BASIN_207 1.60 1.3 BASIN_207 1.62 1.3 BASIN_207 1.63 1.2 BASIN_207 1.65 1.2 BASIN_207 1.67 1.2 BASIN_207 1.68 1.2 BASIN_207 1.70 1.2 BASIN_207 1.72 1.2 BASIN_207 1.73 1.2 BASIN_207 1.75 1.2 BASIN_207 1.77 1.2 BASIN_207 1.78 1.2 BASIN_207 1.80 1.2 BASIN_207 1.82 1.2 BASIN_207 1.83 1.2 BASIN_207 1.85 1.2 BASIN_207 1.87 1.1 BASIN_207 1.88 1.1 BASIN_207 1.90 1.1 BASIN_207 1.92 1.1 BASIN_207 1.93 1.1 BASIN_207 1.95 1.1 BASIN_207 1.97 1.1 BASIN_207 1.98 1.1 BASIN_207 2.00 1.1 BASIN_207 2.02 0.9 BASIN_207 2.03 0.6 BASIN_207 2.05 0.4 BASIN_207 2.07 0.3 BASIN_207 2.08 0.2 BASIN_207 2.10 0.2 BASIN_207 2.12 0.1 BASIN_207 2.13 0.1 BASIN_207 2.15 0.1 BASIN_207 2.17 0.1 BASIN_207 2.18 0.1 BASIN_207 2.20 0.1 BASIN_207 2.22 0.1 BASIN_207 2.23 0 ; BASIN_214 0.02 0 BASIN_214 0.03 0 BASIN_214 0.05 0 BASIN_214 0.07 0 BASIN_214 0.08 0 BASIN_214 0.10 0 BASIN_214 0.12 0.2 BASIN_214 0.13 0.8 BASIN_214 0.15 1.4 BASIN_214 0.17 1.8 BASIN_214 0.18 2.1 BASIN_214 0.20 2.4 BASIN_214 0.22 2.6 BASIN_214 0.23 2.7 BASIN_214 0.25 2.7 BASIN_214 0.27 3.2 BASIN_214 0.28 3.9 BASIN_214 0.30 4.3 BASIN_214 0.32 4.5 BASIN_214 0.42 6.4 BASIN_214 0.43 8.5 BASIN_214 0.45 11.4 BASIN_214 0.47 12.5 BASIN_214 0.48 12.8 BASIN_214 0.50 13 BASIN_214 0.52 17 BASIN_214 0.53 22.3 BASIN_214 0.55 23.5 BASIN_214 0.57 23.8 BASIN_214 0.58 23.8 BASIN_214 0.60 18.3 BASIN_214 0.62 12.2 BASIN_214 0.63 10.6 BASIN_214 0.65 10.1 BASIN_214 0.67 9.9 BASIN_214 0.68 8.6 BASIN_214 0.70 6.9 BASIN_214 0.72 6.3 BASIN_214 0.73 6.1 BASIN_214 0.75 5.9 BASIN_214 0.77 5.2 BASIN_214 0.78 4.2 BASIN_214 0.80 3.8 BASIN_214 0.82 3.6 BASIN_214 0.83 3.5 BASIN_214 0.85 3.3 BASIN_214 0.87 3.1 BASIN_214 0.88 2.9 BASIN_214 0.90 2.9 BASIN_214 0.92 2.8 BASIN_214 0.93 2.7 BASIN_214 0.95 2.6 BASIN_214 0.97 2.5 BASIN_214 0.98 2.5 BASIN_214 1.00 2.4 BASIN_214 1.02 2.4 BASIN_214 1.03 2.3 BASIN_214 1.05 2.3 BASIN_214 1.07 2.3 BASIN_214 1.08 2.3 BASIN_214 1.10 2.2 BASIN_214 1.12 2.2 BASIN_214 1.13 2.2 BASIN_214 1.15 2.1 BASIN_214 1.17 2.1 BASIN_214 1.18 2.1 BASIN_214 1.20 2.1 BASIN_214 1.22 2.1 BASIN_214 1.23 2 BASIN_214 1.25 2 BASIN_214 1.27 2 BASIN_214 1.28 2 BASIN_214 1.30 2 BASIN_214 1.32 1.9 BASIN_214 1.33 1.9 BASIN_214 1.35 1.9 BASIN_214 1.37 1.9 BASIN_214 1.38 1.9 BASIN_214 1.40 1.9 BASIN_214 1.50 1.8 BASIN_214 1.52 1.8 BASIN_214 1.53 1.7 BASIN_214 1.55 1.7 BASIN_214 1.57 1.7 BASIN_214 1.58 1.7 BASIN_214 1.60 1.7 BASIN_214 1.62 1.7 BASIN_214 1.63 1.7 BASIN_214 1.65 1.7 BASIN_214 1.67 1.6 BASIN_214 1.68 1.6 BASIN_214 1.70 1.6 BASIN_214 1.72 1.6 BASIN_214 1.73 1.6 BASIN_214 1.75 1.6 BASIN_214 1.77 1.6 BASIN_214 1.78 1.6 BASIN_214 1.80 1.6 BASIN_214 1.82 1.6 BASIN_214 1.83 1.5 BASIN_214 1.85 1.5 BASIN_214 1.87 1.5 BASIN_214 1.88 1.5 BASIN_214 1.90 1.5 BASIN_214 1.92 1.5 BASIN_214 1.93 1.5 BASIN_214 1.95 1.5 BASIN_214 1.97 1.5 BASIN_214 1.98 1.5 BASIN_214 2.00 1.5 BASIN_214 2.02 1.2 BASIN_214 2.03 0.8 BASIN_214 2.05 0.5 BASIN_214 2.07 0.4 BASIN_214 2.08 0.3 BASIN_214 2.10 0.2 BASIN_214 2.12 0.2 BASIN_214 2.13 0.2 BASIN_214 2.15 0.1 BASIN_214 2.17 0.1 BASIN_214 2.18 0.1 BASIN_214 2.20 0.1 BASIN_214 2.22 0.1 BASIN_214 2.23 0.1 BASIN_214 2.25 0.1 BASIN_214 2.27 0 BASIN_214 2.28 0 BASIN_214 2.30 0 BASIN_214 2.32 0 BASIN_214 2.33 0 BASIN_214 2.35 0 ; Carryover_to_InletBA9 0.017 0 Carryover_to_InletBA9 0.033 0 Carryover_to_InletBA9 0.050 0 Carryover_to_InletBA9 0.067 0 Carryover_to_InletBA9 0.083 0 Carryover_to_InletBA9 0.100 0 Carryover_to_InletBA9 0.117 0 Carryover_to_InletBA9 0.217 0 Carryover_to_InletBA9 0.233 0 Carryover_to_InletBA9 0.250 0 Carryover_to_InletBA9 0.267 0 Carryover_to_InletBA9 0.283 0 Carryover_to_InletBA9 0.300 0 Carryover_to_InletBA9 0.317 0 Carryover_to_InletBA9 0.333 0 Carryover_to_InletBA9 0.350 0 Carryover_to_InletBA9 0.367 0 Carryover_to_InletBA9 0.383 0 Carryover_to_InletBA9 0.400 0 Carryover_to_InletBA9 0.417 0 Carryover_to_InletBA9 0.433 0 Carryover_to_InletBA9 0.450 0 Carryover_to_InletBA9 0.467 2.26 Carryover_to_InletBA9 0.483 5.18 Carryover_to_InletBA9 0.500 6.7 Carryover_to_InletBA9 0.517 17.56 Carryover_to_InletBA9 0.533 37.89 Carryover_to_InletBA9 0.550 46.03 Carryover_to_InletBA9 0.567 48.92 Carryover_to_InletBA9 0.583 50.58 Carryover_to_InletBA9 0.600 35.06 Carryover_to_InletBA9 0.617 14.74 Carryover_to_InletBA9 0.633 3.95 Carryover_to_InletBA9 0.650 0.02 Carryover_to_InletBA9 0.667 0 ; ;10cfs 900-inflow 0 10 900-inflow 5 10 900-inflow 20 10 900-inflow 60 10 ; ;average flow hydrograph from timnath ditch 908 0 250 908 25 250 [REPORT] ;;Reporting Options INPUT NO CONTROLS NO SUBCATCHMENTS ALL NODES ALL LINKS ALL [TAGS] [MAP] DIMENSIONS 3111847.148 1452674.669 3136691.966 1470947.720 Units None [COORDINATES] ;;Node X-Coord Y-Coord ;;-------------- ------------------ ------------------ 129Outfall 3120237.222 1467167.129 158 3121784.740 1468159.813 227 3117779.598 1463049.464 228 3117801.362 1462746.587 232 3123296.613 1458814.132 240 3118896.931 1466879.685 250 3120304.069 1465840.208 257 3121138.309 1465786.935 313OUTFALL 3121463.601 1466697.825 315OUTFALL 3118690.397 1467724.661 354 3121958.543 1466070.831 355 3118967.852 1466051.663 518 3125557.621 1463523.145 519 3124548.758 1461707.191 520 3128087.160 1460412.894 521 3123784.870 1460661.101 523 3120966.064 1458995.565 524 3122791.860 1458961.116 525 3122796.781 1458213.081 526 3122112.723 1457696.346 527 3122806.624 1457696.346 527B 3123274.146 1457671.740 528 3124223.953 1457278.037 529 3125013.778 1456816.237 530 3125902.111 1456288.859 531 3123121.586 1459630.410 532 3123568.438 1458997.287 533 3124090.422 1459004.341 534 3125611.755 1458611.705 535 3124219.032 1457883.355 537 3126443.452 1456485.710 539 3127255.463 1455432.556 540 3125381.890 1459873.074 543 3129307.638 1457435.518 544 3128769.576 1457354.102 546 3126743.650 1457666.818 547 3127181.644 1456224.882 548 3127777.119 1455732.754 549 3128446.414 1455900.078 551 3122417.842 1458227.844 554 3124873.562 1454979.798 555 3126404.081 1454881.372 556 3126915.895 1454846.923 557 3126015.300 1454782.947 570 3129093.354 1461390.461 575 3126640.303 1459832.183 585 3126763.483 1458475.595 590 3128475.941 1459704.229 591 3130062.686 1456497.624 592 3129652.128 1455590.037 593 3129283.032 1458562.492 595 3128011.900 1455015.778 596 3125601.912 1462110.737 599 3122890.285 1462888.299 607 3126783.020 1455732.754 610 3129669.243 1455065.628 613 3128077.318 1454718.970 614 3128254.484 1454093.967 618 3129524.175 1455983.740 625 3130626.542 1460363.681 630 3126825.489 1458525.199 640 3126945.422 1457848.906 718 3129088.690 1456770.443 803OUTFALL 3122806.821 1459800.897 875OUTFALL 3131366.941 1455079.230 903 3117855.463 1466749.995 929 3123869.447 1468132.639 930 3123904.386 1467198.033 942 3123569.423 1467302.690 943 3124243.638 1467780.054 944 3125518.250 1466904.066 945 3126725.043 1465321.489 946 3122623.159 1466873.071 947 3130748.281 1455943.768 952 3126822.390 1463582.200 957 3124222.054 1467160.172 960 3116236.320 1465915.704 961 3129049.443 1462836.580 963 3131801.867 1462319.386 964 3118475.084 1466800.989 969 3127420.580 1463882.858 969a 3127610.812 1463716.405 971 3128023.183 1454846.923 972 3123131.371 1466874.851 974 3124132.105 1467307.089 976 3125375.533 1466461.151 978 3126505.087 1465083.699 982 3122698.355 1466195.401 990 3125857.521 1464055.599 BEND 3119275.850 1462726.637 Bend-2 3119186.981 1462732.078 BEND7 3119321.190 1462693.991 BLOCKOUT_LATERALA7 3121907.058 1461356.102 Boubler-Pipe 3125377.928 1460302.850 EG_Outlet_3 3122542.261 1462884.602 EG_Outlet_4 3122730.936 1462877.614 EX_IN_205 3118419.745 1464828.216 EX_IN_304 3118410.781 1465267.432 EX_IN_305 3118425.720 1464311.314 EX_MH_112 3120559.433 1463424.993 Future_Vine_St_B 3124154.535 1461424.445 IN_803 3118042.761 1461676.926 IN_804 3118895.143 1461629.226 IN_805 3119374.218 1461589.822 IN_810 3119710.194 1461251.772 INLET_A5A 3120394.864 1461290.236 INLET_A5B 3120416.628 1461360.967 INLET_A6 3120640.976 1462310.913 INLET_A7A 3121836.719 1461236.264 INLET_A7B 3121822.558 1461319.077 INLET_A8A 3122237.915 1461379.548 INLET_A8B 3122227.153 1461496.476 INLET_A9A 3123831.708 1461348.272 INLET_A9B 3123828.081 1461409.936 INLET_B10A 3118847.974 1463312.096 INLET_B10B 3118934.886 1463312.442 INLET_B4A 3118109.680 1462742.960 INLET_B4B 3118205.662 1462765.456 INLET_B5A 3118124.190 1463044.023 INLET_B6A 3118116.739 1463720.550 INLET_B7A 3118095.171 1464262.788 INLET_B8A 3117595.092 1464386.011 INLET_B9A 3118845.838 1462844.483 INLET_B9B 3118935.518 1462842.347 INLET_C3A 3118055.205 1462220.294 INLET_C4A 3117829.147 1461593.969 INLET_C4B 3117818.778 1461679.000 INLET_C6A 3118965.656 1461548.343 J10 3120055.619 1462996.655 J11 3120069.064 1462921.749 J2 3120274.018 1464714.434 J3 3120237.776 1464378.565 J4 3120229.291 1464259.774 J5 3120245.766 1463859.039 J6 3120118.995 1463772.707 J7 3120065.222 1463540.206 J8 3120069.064 1463296.281 J9 3120065.222 1463144.547 JUNCTION_C2C 3118942.843 1461490.273 JUNCTION_C2E 3118403.623 1461577.378 Lemay_Vine 3122912.193 1461422.631 Link_209+280 3122846.984 1464278.573 MH_101 3117992.479 1464631.016 MH_112 3120952.575 1463424.966 MH_400 3118890.678 1463305.690 MH_401 3118892.813 1462840.212 MH_500 3117436.735 1466552.217 MH_501 3117648.874 1466492.459 MH_502 3117642.898 1466301.236 MH_503 3117648.874 1466118.976 MH_600 3118958.463 1465541.403 MH_604 3118963.537 1464245.581 MH_700 3119383.914 1463478.643 MH_701 3119367.997 1462807.213 MH_913a 3122540.115 1460736.071 MH_914b 3120591.814 1460236.930 MH_A10 3120229.823 1461406.308 MH_A2 3124114.558 1461312.304 MH_A2A 3120854.171 1462417.510 MH_A2B 3120849.634 1462306.377 MH_A2C 3120752.967 1461965.712 MH_A2D 3120682.127 1461570.370 MH_A3 3123337.298 1461311.814 MH_A4 3122870.972 1461330.050 MH_A5 3122420.698 1461331.949 MH_A6 3121978.170 1461317.440 MH_A6A 3121977.398 1460902.802 MH_A6B 3121943.531 1460459.923 MH_A7 3121813.221 1461409.333 MH_A8 3121119.185 1461418.670 MH_A8A 3122282.203 1461314.419 MH_A9 3120551.971 1461397.713 MH_B1 3119317.722 1462259.432 MH_B10 3118136.885 1464210.193 MH_B11 3117604.056 1464218.690 MH_B2 3119322.370 1462633.004 MH_B3 3119007.431 1462732.078 MH_B4 3118890.511 1462723.218 MH_B5 3118534.096 1462733.451 MH_B6 3118156.163 1462733.451 MH_B8 3118156.835 1462991.428 MH_B9 3118160.433 1463719.922 MH_C210 3117998.074 1461075.951 MH_C29 3117997.135 1461390.725 MH_C2A 3119179.270 1461386.577 MH_C2B 3119069.352 1461417.686 MH_C2C 3118770.707 1461535.900 MH_C2D 3118567.463 1461571.156 MH_L4 3123003.468 1462563.155 MH_L5 3122853.226 1462807.734 MHA2 3120387.283 1461403.026 MHC-extra 3119262.227 1461407.317 OTNMH_1 3120281.033 1461055.056 OTNMH_2 3120129.626 1460829.275 OTNMH_2A 3120291.658 1461177.244 OTNMH_3 3119980.876 1460754.900 OTNMH_4 3119694.001 1460645.993 OTNMH_5 3119454.938 1460603.493 OTNVERTICALBEND 3120554.251 1461323.663 Overflow_OT1 3119701.467 1460722.572 Overflow_OT2 3119954.032 1460823.599 Overflow_OT3 3120087.892 1460901.894 Pond_Outlet 3120161.501 1461541.151 REDWOOD_OUTLET 3120697.676 1462569.468 Swale_BluesruceSwale-2 3118954.836 1465084.366 Swale_BluesruceSwale-3 3118953.022 1464732.520 VIne_4 3122012.406 1461431.119 Vine_5 3122346.211 1461436.978 Vine_C1 3118148.189 1461715.155 Vine_C2 3118943.770 1461692.424 Vine-outlet2 3124990.166 1460136.627 Ex_Vine_Outfall 3124992.870 1460407.026 25 3124992.870 1460296.163 Pond-Outlet 3125090.618 1460138.673 ST-INLET-2 3119300.951 1461314.627 OTN-MH1 3119613.440 1461148.509 18 3128214.496 1453880.991 611 3129140.315 1453857.745 907 3133133.492 1461885.419 Evergreen_East_Pond 3122073.738 1463110.953 OTNPond_410 3119537.251 1460888.254 Pond_101 3120069.456 1465995.687 POND_109 3122278.560 1465779.315 POND_113 3121197.105 1462282.515 POND_115 3121683.836 1461097.090 Pond_116 3121260.791 1467140.026 POND_128 3121603.691 1464981.990 Pond_129 3120253.278 1467374.169 POND_203 3117779.793 1465223.650 POND_224 3118262.026 1463912.756 POND_226 3121581.779 1461717.279 POND_229 3118013.254 1462816.788 POND_300 3117231.263 1466659.060 POND_302 3118775.301 1465915.800 POND_307 3122519.845 1464337.749 POND_313 3120443.457 1461646.625 Pond_110-Pheasant_Ridge_N_Pond 3121239.787 1466824.960 Pond_315-Falcon_Ridge_N_Pond 3118999.321 1467910.186 Pond_319 3124401.138 1462013.974 POND_320 3121738.789 1460626.060 Pond_108-Pheasant_Ridge_N_Pond 3120833.702 1466005.790 POND_324 3118095.171 1463909.129 POND_328 3118003.622 1462958.055 Pond_329 3125476.109 1461452.755 POND_330 3119234.480 1462894.854 POND_402 3123285.337 1461630.924 POND_412 3122226.971 1460392.324 Pond_416 3125168.250 1462443.443 Pond_423 3125965.645 1460859.989 Pond_425 3120677.345 1459200.581 Pond_427 3122161.936 1458355.798 Pond_428 3121636.312 1457797.913 Pond_429 3124334.301 1457461.559 Pond_432 3123346.708 1459307.929 Pond_433 3124756.533 1459229.207 Pond_434 3124133.920 1458141.424 Pond_437 3126050.420 1458878.631 Pond_440 3128035.694 1458347.024 Pond_454 3130002.716 1455396.491 Pond_455 3131716.267 1455116.713 Pond_456 3130891.048 1456300.687 Pond_460 3130181.137 1460538.841 Pond_463 3127512.213 1458275.640 Pond_464 3129003.342 1456467.249 Pond_493 3126552.665 1458481.795 Pond_494 3129265.083 1457101.772 Pond_498 3123497.716 1460926.253 POND_604 3118810.215 1464841.906 POND_612 3119918.203 1463662.092 Pond_620 3124443.961 1460823.440 Pond_621 3124628.123 1460522.989 POND_626 3117970.550 1463098.967 Pond_801-Waterfield 3129422.551 1461784.067 Pond_802-NECCO_phaseIII 3125091.182 1460467.406 Pond_803 3122491.588 1459964.580 Pond_820-Lindenmeier_Lake 3124541.154 1465102.951 POND_824 3118488.683 1462910.555 POND_825 3118761.326 1462929.160 Pond_890 3127979.889 1457923.268 Pond_Evergreen_West 3119486.404 1463820.278 Pond_Redwing_Marsh 3120396.924 1464978.468 Pond_Redwood 3120432.942 1462756.016 Regional_Pond 3119962.282 1461580.995 Pond-OldTown3rdWest 3118931.540 1461314.627 Pond-OldTown3rdEast 3119655.260 1461100.880 [VERTICES] ;;Link X-Coord Y-Coord ;;-------------- ------------------ ------------------ 158 3121808.074 1468005.986 158 3121882.318 1467739.580 158 3121917.257 1467595.459 158 3121925.991 1467442.603 158 3121834.278 1467263.543 158 3121781.870 1467115.054 158 3121764.401 1467001.504 158 3121773.135 1466844.280 158 3121790.605 1466708.893 158 3121838.645 1466503.629 158 3121908.522 1466259.060 209 3122589.478 1465532.196 209 3122811.089 1465371.719 209 3122799.626 1464363.007 240 3118903.809 1466285.264 240 3118956.216 1466237.223 245 3121449.830 1466327.857 245 3121358.811 1466159.822 245 3121148.768 1466033.796 270 3120231.473 1466949.096 270 3120283.880 1465918.409 285 3118598.096 1467717.743 285 3118117.692 1467503.745 285 3118017.243 1467425.133 285 3117903.693 1467259.175 518 3125607.639 1462254.231 519 3124546.589 1460978.880 519 3124543.994 1460651.966 520 3127765.093 1460363.183 520 3126944.038 1460341.346 520 3126114.248 1460341.346 521 3124189.786 1460374.578 521 3124660.280 1460366.466 522 3122813.678 1459540.433 522 3122806.624 1459279.441 522 3122799.570 1459039.610 523 3121621.579 1458976.126 523 3122492.728 1458958.491 527B 3123607.408 1457598.671 527B 3123795.203 1457511.325 527B 3124074.711 1457367.204 528 3124437.198 1457148.838 531 3123138.154 1458979.652 533 3124658.256 1459029.029 533 3124887.506 1459050.191 533 3125028.583 1459046.664 533 3125159.079 1459014.922 533 3125261.360 1458954.964 533 3125391.856 1458852.683 533 3125568.202 1458686.918 534 3125629.476 1458528.910 534 3125655.680 1458397.890 534 3125660.047 1458293.075 534 3125703.720 1458210.096 534 3125791.066 1458153.321 534 3125983.228 1458022.301 534 3126153.554 1457865.078 534 3126332.614 1457690.385 534 3126363.185 1457677.283 534 3126415.593 1457616.141 535 3124760.380 1457581.202 535 3125411.110 1457279.857 535 3125550.864 1457236.184 537 3127018.925 1456097.028 537 3127026.601 1456047.134 539 3127603.503 1455196.647 539 3127887.378 1455035.057 539 3127944.153 1455021.955 540 3125398.008 1459808.533 540 3125716.822 1459612.004 540 3125860.944 1459607.637 540 3125943.923 1459620.739 540 3126105.513 1459572.698 540 3126271.471 1459467.883 540 3126345.716 1459336.863 540 3126350.083 1459179.640 540 3126371.920 1459013.682 540 3126411.225 1458904.499 540 3126476.735 1458790.949 540 3126572.816 1458729.806 543 3129167.201 1457429.480 543 3128869.781 1457429.480 544 3128918.752 1457183.192 544 3129026.217 1457010.480 544 3129090.589 1456903.484 545 3129605.760 1455920.478 545 3129624.951 1455874.422 545 3129628.789 1455793.823 546 3126830.488 1457589.937 546 3126804.284 1457537.529 546 3126760.611 1457441.448 546 3126778.080 1457380.306 546 3126834.855 1457336.632 546 3126891.630 1457244.919 546 3126913.467 1457144.470 546 3126917.834 1457035.288 546 3126939.671 1456965.411 546 3126970.242 1456860.595 546 3127035.752 1456716.473 546 3127018.282 1456672.800 546 3126952.773 1456620.393 546 3126965.875 1456519.944 546 3126996.446 1456463.169 546 3127123.098 1456292.844 547 3127232.281 1456144.355 547 3127249.750 1456074.478 547 3127280.321 1456043.907 547 3127363.300 1456078.845 547 3127415.708 1456113.784 547 3127450.647 1456078.845 547 3127572.932 1455969.662 547 3127625.339 1455965.295 547 3127642.809 1455947.826 547 3127651.543 1455882.316 547 3127677.747 1455843.010 548 3127957.255 1455607.175 548 3128018.398 1455537.298 548 3128057.704 1455454.319 548 3128053.336 1455345.136 548 3128044.602 1455122.403 549 3128584.843 1455782.309 549 3128888.048 1455571.217 549 3128980.161 1455486.780 549 3129037.731 1455402.344 549 3129091.464 1455310.231 549 3129110.654 1455233.470 549 3129145.196 1455152.871 549 3129198.929 1455129.843 549 3129298.718 1455149.033 549 3129456.077 1455172.062 549 3129525.162 1455141.357 549 3129624.951 1455110.653 550 3129678.683 1454799.772 550 3129667.169 1454604.032 550 3129640.303 1454450.511 550 3129601.922 1454308.504 550 3129486.781 1454166.496 550 3129375.478 1454074.384 550 3129237.309 1453986.109 550 3129191.253 1453951.567 556 3127939.786 1454855.997 558 3128175.621 1454493.509 558 3128254.233 1454345.021 558 3128271.702 1454262.042 558 3128267.335 1454174.695 560 3131187.031 1455053.083 560 3131052.700 1455049.245 560 3130814.741 1455079.949 560 3130311.959 1455137.519 560 3130085.515 1455168.224 560 3129939.670 1455164.386 560 3129828.366 1455133.681 560 3129743.930 1455106.815 570 3128599.251 1460882.893 570 3128262.968 1460546.610 575 3126747.509 1459363.067 575 3126769.345 1459328.129 575 3126861.059 1459044.253 575 3126913.467 1458817.153 575 3126882.896 1458716.704 575 3126813.018 1458673.031 580 3130407.320 1460267.102 580 3129865.773 1460236.530 580 3129760.957 1460205.959 580 3129533.857 1460096.776 580 3129241.246 1459983.226 580 3128957.371 1459974.492 580 3128769.576 1459957.022 580 3128577.414 1459821.635 585 3126843.590 1458323.646 585 3126843.590 1458245.034 585 3126826.120 1458162.055 585 3126799.917 1458061.607 585 3126817.386 1457991.730 585 3126878.528 1457908.751 590 3128389.620 1459428.577 590 3128337.212 1459101.028 590 3128315.375 1458804.051 590 3128280.437 1458515.808 590 3128223.662 1458105.280 591 3129882.099 1456231.359 591 3129801.500 1456104.704 591 3129801.500 1456039.458 591 3129720.902 1455870.584 593 3129136.584 1458396.093 593 3128961.631 1458243.010 593 3128646.717 1458107.421 593 3128318.681 1457906.226 595 3128022.765 1454921.506 596 3125520.293 1462057.701 596 3125310.662 1462044.599 596 3124611.891 1461992.192 596 3124572.585 1461974.722 596 3124537.647 1461931.049 596 3124537.647 1461848.070 599 3122947.943 1462808.880 599 3123249.288 1462551.208 599 3123458.920 1462363.414 599 3123642.347 1462210.557 599 3123886.917 1462088.273 902 3117719.504 1466614.037 903 3117694.062 1466853.015 904 3118071.761 1466873.594 904 3118386.938 1466836.514 905 3118589.167 1466691.977 905 3118634.800 1466547.472 905 3118655.081 1466385.221 905 3118723.531 1466288.885 905 3118845.219 1466184.943 910 3119111.570 1465830.052 910 3119272.248 1465755.893 910 3119476.186 1465706.453 910 3119618.325 1465638.474 910 3119766.643 1465582.855 910 3119945.861 1465582.855 910 3120069.460 1465675.554 910 3120174.519 1465749.713 910 3120261.038 1465811.512 915 3120530.604 1465814.904 915 3120691.113 1465707.899 915 3120857.566 1465660.341 915 3121095.356 1465725.733 920 3121339.092 1465904.076 920 3121487.711 1466100.253 920 3121606.606 1466118.087 920 3121790.893 1466106.198 925 3122183.247 1466076.474 925 3122415.093 1466141.866 926 3122777.723 1466522.331 926 3122813.392 1466700.673 926 3123003.624 1466813.624 928 3123455.426 1466884.961 928 3123711.050 1466986.022 929 3123908.753 1468075.863 929 3123886.917 1467272.277 930 3124002.343 1467289.205 931 3124448.200 1467259.481 931 3124703.825 1467110.862 931 3124983.229 1466879.016 931 3125238.853 1466653.115 932 3125512.312 1466290.485 932 3125797.660 1466124.032 932 3126053.285 1465939.744 932 3126172.180 1465707.899 934 3127158.036 1465538.453 936 3126433.750 1465244.208 938 3126820.159 1464631.897 938 3126909.330 1464477.334 940 3126933.109 1464156.317 940 3126998.502 1463983.919 940 3127236.292 1463870.968 941 3123432.716 1468206.883 941 3123838.876 1468202.516 942 3123629.245 1467180.564 942 3123537.531 1467101.952 942 3123118.269 1467088.850 943 3124140.221 1467778.886 944 3125376.171 1466804.974 944 3125533.395 1466612.812 946 3122640.994 1466552.054 949 3130815.037 1462438.282 951 3127289.056 1463664.874 951 3127223.546 1463608.099 951 3127158.036 1463577.528 952 3125664.414 1463577.528 957 3124080.604 1466713.874 957 3124095.885 1466400.622 957 3124355.654 1465315.702 963 3132860.034 1461974.590 Basin_112_Overflow 3120912.240 1463255.946 Basin_112_Overflow 3120929.526 1463167.595 Basin_112_Overflow 3120641.425 1463071.562 Basin_112_Overflow 3120558.836 1462910.225 Channel_330 3119383.914 1462001.071 EX_SS_112 3120453.199 1463311.646 EX_SS_112 3120451.278 1462985.131 EX_SS_112 3120422.468 1462856.446 Overflow_C210 3118050.778 1461123.385 Overflow_C210 3118063.955 1461371.097 Overflow_C29 3118061.319 1461407.991 Overflow_C29 3118082.401 1461531.847 Overflow_C29 3117982.262 1461563.470 Overflow_inA7 3121895.585 1461473.872 Overflow_inA9 3123926.447 1461501.046 Overflow_inB4 3118590.114 1462763.443 Overflow_inB4 3118845.744 1462755.392 Overflow_inC6 3118990.669 1461499.381 Overflow_inletC3 3118109.046 1462091.155 Overflow_inletC3 3118105.020 1461769.101 Overflow_OT1 3119602.966 1460704.893 Overflow_OT4 3120380.868 1460929.676 Overflow_OT4 3120537.459 1461212.550 Side_25 3120026.809 1463686.178 Side_26 3119969.189 1463111.896 Side_27 3120139.679 1464473.297 Side_J4 3120324.861 1463880.391 Side_J4 3120311.866 1463727.697 Side_J7 3120181.914 1463378.635 Side_J8 3120142.049 1463163.754 SS_101 3118282.088 1464285.076 SS_101 3118594.946 1464259.243 SS_203 3117891.733 1465108.840 SS_203 3117877.381 1464758.668 SS_502 3117852.049 1466118.976 SS_502 3117881.928 1466092.085 SS_502 3117881.928 1465960.618 SS_502 3117983.516 1465924.764 SS_805 3119760.938 1461558.519 SS_913A 3122874.486 1460748.116 SS_914b 3121694.722 1460259.263 Storm_B01 3119321.992 1461892.175 Swale_Evergreen_Inlet 3119334.804 1464249.457 Swale_Evergreen_Inlet 3119362.562 1464243.051 Swale_Evergreen_Inlet 3119441.565 1464196.076 Swale_Evergreen_Inlet 3119465.052 1464080.774 Vine_1 3125037.117 1461412.033 Vine_C1 3117933.508 1461720.206 Vine_C2 3118590.178 1461707.578 Vine_C3 3119150.874 1461646.962 Vine_C4 3119713.611 1461405.355 54 3125236.325 1460089.420 54 3125258.900 1460062.741 54 3125285.578 1460017.592 54 3125297.892 1459962.183 54 3125316.362 1459939.608 54 3125355.354 1459898.564 433Outfall 3125350.520 1459021.670 604Outfall 3118913.545 1464732.836 890Outfall 3128103.831 1457662.758 890Outfall 3128599.179 1457317.264 Redwing_Outfall 3121233.066 1464748.916 Redwing_Outfall 3121072.589 1464725.991 Redwood_Weir1 3120626.060 1462700.871 Redwood_Weir2 3120482.009 1462516.486 128Out 3121781.950 1464935.396 128Out 3122223.499 1464375.759 Evergreen_Weir 3122511.826 1463226.431 Pond_463Overflow 3127636.164 1457755.014 Pond_890Overflow 3128535.381 1457863.200 Pond_890Overflow 3128805.054 1457633.185 Redwing_out 3120411.648 1464617.216 Redwing_out 3120402.415 1464280.216 REGIONALPOND_OUTLET 3120119.798 1461671.941 Side_J10 3120209.273 1462937.114 [Polygons] ;;Subcatchment X-Coord Y-Coord ;;-------------- ------------------ ------------------ 12 3130682.317 1457256.711 12 3130477.591 1456842.011 12 3130120.634 1456469.306 12 3130220.372 1456359.069 12 3130351.606 1456327.573 12 3130677.067 1456322.324 12 3130687.566 1457235.714 15 3130692.815 1457345.951 15 3130220.372 1457345.951 15 3130115.385 1457235.714 15 3129994.649 1457078.233 15 3129947.405 1456978.495 15 3129873.914 1456946.999 15 3129800.423 1456878.757 15 3129768.926 1456821.014 15 3129810.921 1456779.019 15 3129963.153 1456705.528 15 3130125.883 1456469.306 15 3130477.591 1456842.011 15 3130687.566 1457256.711 16 3130083.889 1456443.059 16 3130031.395 1456401.064 16 3129968.402 1456317.074 16 3129842.418 1455965.367 16 3129737.430 1455744.893 16 3129705.934 1455708.148 16 3129711.183 1455897.125 16 3129690.186 1455986.364 16 3129579.949 1456422.062 16 3129548.453 1456532.299 16 3129595.697 1456653.034 16 3129695.435 1456752.772 16 3129789.924 1456794.767 26 3118355.745 1462668.915 26 3119205.410 1462662.610 26 3119205.410 1462724.088 101 3120770.842 1467147.900 101 3120773.111 1466862.032 101 3120854.787 1466759.936 101 3120795.799 1466582.970 101 3120732.272 1466508.100 101 3120759.498 1466342.478 101 3120709.584 1466136.018 101 3120782.186 1466004.428 101 3120802.605 1465902.332 101 3120773.111 1465723.097 101 3120575.726 1465861.494 101 3120391.953 1465895.526 101 3120233.138 1465875.106 101 3119867.862 1465657.302 101 3119863.324 1466081.567 101 3119815.679 1466204.082 101 3119836.098 1466281.221 101 3119847.442 1466408.273 101 3119829.292 1466832.538 101 3119792.991 1466984.547 101 3119831.561 1467161.513 101 3119890.550 1467191.007 101 3120768.573 1467161.513 102 3117621.928 1465565.211 102 3117808.495 1465570.951 102 3118371.066 1465556.600 102 3118549.022 1465553.730 102 3118695.405 1465536.508 102 3118942.247 1465525.027 102 3119485.156 1465517.744 102 3119576.608 1465499.962 102 3119794.714 1465464.752 102 3119854.773 1465455.507 102 3119854.989 1465493.454 102 3119854.989 1465510.676 102 3119766.011 1465513.546 102 3119679.904 1465547.989 102 3119496.207 1465688.632 102 3119410.099 1465728.816 102 3119229.273 1465760.388 102 3119088.630 1465817.794 102 3119051.317 1465906.772 102 3118985.301 1466015.841 102 3118922.155 1466093.338 102 3118724.108 1466245.462 102 3118646.611 1466297.127 102 3118623.649 1466357.402 102 3118586.335 1466503.785 102 3118537.541 1466670.260 102 3118477.265 1466756.368 102 3118396.898 1466799.422 102 3118178.759 1466825.254 102 3118038.116 1466808.033 102 3117891.733 1466716.184 102 3117667.853 1466552.580 102 3117590.356 1466506.656 102 3117584.615 1465573.822 103 3118302.180 1465108.840 103 3118316.531 1464864.868 103 3118287.828 1464824.684 103 3118267.737 1464773.020 103 3118253.385 1464612.285 103 3118201.721 1464529.048 103 3118135.705 1464408.497 103 3118063.948 1464382.665 103 3117920.435 1464376.924 103 3117877.381 1464463.032 103 3117857.290 1464497.475 103 3117805.625 1464517.567 103 3117711.754 1464526.127 103 3117716.647 1464770.149 103 3117594.905 1464866.159 103 3117587.485 1465283.926 103 3117613.318 1465278.185 103 3117633.409 1465260.964 103 3117630.539 1465111.710 103 3117659.242 1465097.359 103 3117736.739 1465100.229 103 3117834.328 1465103.099 103 3117840.068 1465200.688 103 3117831.457 1465275.315 103 3117805.625 1465427.438 103 3117791.274 1465516.416 103 3117716.647 1465519.287 103 3117644.891 1465516.416 103 3117613.318 1465565.211 104 3119852.085 1465208.148 104 3119804.993 1465058.560 104 3119730.199 1464920.053 104 3119688.647 1464800.937 104 3119699.728 1464643.039 104 3119780.062 1464504.533 104 3119835.464 1464446.360 104 3119865.936 1464338.324 104 3119962.891 1464318.933 104 3120009.983 1464349.405 104 3120076.466 1464346.635 104 3120098.628 1464277.381 104 3120106.938 1464224.749 104 3120090.317 1464163.806 104 3120004.443 1464149.955 104 3119968.431 1464094.552 104 3119738.510 1464089.012 104 3119702.498 1464058.540 104 3119716.349 1463870.171 104 3119691.417 1463781.527 104 3119613.853 1463723.354 104 3119636.015 1463676.261 104 3119638.785 1463640.250 104 3119475.347 1463529.444 104 3119422.714 1463476.811 104 3119217.724 1463487.892 104 3119037.665 1463529.444 104 3119034.895 1463543.295 104 3119093.068 1463648.560 104 3119101.378 1463731.664 104 3119029.354 1463798.147 104 3118962.871 1464246.910 104 3118973.952 1465468.540 104 3119483.657 1465474.081 104 3119602.773 1465451.920 104 3119735.739 1465413.138 104 3119827.154 1465407.597 104 3119854.855 1465451.920 105 3119831.872 1466805.312 105 3119847.620 1466395.862 105 3119837.122 1466280.375 105 3119816.124 1466206.884 105 3119858.119 1466086.149 105 3119868.618 1465655.701 105 3119779.379 1465629.454 105 3119658.643 1465676.698 105 3119548.406 1465781.685 105 3119312.185 1465844.678 105 3119207.197 1465839.428 105 3119123.208 1465933.917 105 3119112.709 1465991.660 105 3119065.465 1466049.403 105 3118750.502 1466364.365 105 3118671.762 1466668.829 105 3118598.271 1466805.312 105 3118414.543 1466884.053 105 3118131.077 1466936.546 105 3118015.591 1466957.544 105 3117915.853 1466931.297 105 3117842.362 1466973.292 105 3117784.619 1467031.035 105 3117779.369 1467141.272 105 3117842.362 1467241.010 105 3117889.606 1467288.254 105 3118031.339 1467204.264 105 3118115.329 1467235.760 105 3118215.067 1467319.750 105 3118320.054 1467387.992 105 3118928.981 1467513.977 105 3118923.732 1466884.053 105 3119826.623 1466863.055 106 3119810.875 1466920.798 106 3119795.127 1466989.040 106 3119831.872 1467172.768 106 3119301.686 1467398.491 106 3119175.701 1467419.488 106 3119123.208 1467477.231 106 3119054.966 1467471.982 106 3118970.976 1467519.226 106 3118934.230 1467503.478 106 3118923.732 1466878.803 106 3119821.374 1466857.806 107 3119854.305 1467205.213 107 3119875.302 1467546.422 107 3119822.809 1467682.906 107 3119817.559 1467940.125 107 3119854.305 1468034.613 107 3119843.806 1468192.094 107 3119213.882 1468207.843 107 3119129.892 1468165.848 107 3118851.675 1468171.097 107 3118940.915 1467499.178 107 3118972.411 1467514.926 107 3119061.650 1467472.931 107 3119129.892 1467488.679 107 3119182.386 1467420.437 107 3119303.121 1467399.440 107 3119838.557 1467168.468 108 3121528.141 1466371.305 108 3121526.128 1466163.966 108 3121481.842 1466157.927 108 3121411.387 1466081.433 108 3121334.893 1465940.523 108 3120861.838 1465709.028 108 3120773.266 1465723.119 108 3120807.487 1465900.263 108 3120783.331 1465996.887 108 3120708.850 1466135.784 108 3120761.188 1466343.123 108 3120735.019 1466506.176 108 3120797.422 1466580.657 108 3120855.799 1466759.814 108 3121528.141 1466397.474 109 3122508.138 1465802.446 109 3122411.481 1465876.797 109 3122337.130 1465928.843 109 3122292.519 1466055.240 109 3122143.817 1466003.194 109 3121764.625 1466070.110 109 3121675.404 1466099.851 109 3121541.571 1466055.240 109 3121370.563 1465817.316 109 3121325.953 1465809.881 109 3121430.044 1465564.522 109 3121734.885 1465571.957 109 3122396.611 1465564.522 109 3122545.314 1465757.835 110 3121536.193 1466864.490 110 3121528.141 1466397.474 110 3120855.799 1466759.814 110 3120775.279 1466866.503 110 3121530.154 1466866.503 111 3121419.354 1465557.346 111 3121475.284 1465389.556 111 3121878.779 1465373.576 111 3122270.288 1465361.591 111 3122478.028 1465313.652 111 3122470.038 1464994.052 111 3122418.103 1464946.112 111 3122210.363 1464906.162 111 3122014.608 1464850.232 111 3121898.754 1464774.327 111 3121722.974 1464714.402 111 3121639.079 1464730.382 111 3121475.284 1464694.428 111 3121387.394 1464618.523 111 3121275.534 1464446.738 111 3121123.725 1464450.733 111 3121047.820 1464498.673 111 3120995.885 1464462.718 111 3120983.900 1464374.828 111 3122585.892 1465697.171 111 3122525.968 1465733.126 111 3122394.133 1465561.341 111 3121415.359 1465553.351 112 3120887.502 1464343.718 112 3120851.547 1464263.818 112 3120839.562 1464175.928 112 3120763.657 1464155.953 112 3120667.777 1464203.893 112 3120631.822 1464104.018 112 3120995.367 1463964.194 112 3121087.252 1463892.284 112 3121095.242 1463784.419 112 3121183.132 1463696.529 112 3121055.292 1463340.975 112 3121043.403 1463148.090 112 3120827.652 1463150.487 112 3120487.245 1462898.778 112 3120130.058 1462905.970 112 3120125.263 1463392.608 112 3120288.275 1463375.827 112 3120384.164 1463819.315 112 3120393.753 1464253.214 112 3120372.178 1464339.514 112 3120875.597 1464351.500 113 3120758.132 1462817.272 113 3120866.008 1462822.067 113 3121829.694 1462786.108 113 3121980.720 1462776.519 113 3122086.198 1462757.342 113 3122136.540 1462810.081 113 3122167.704 1462817.272 113 3122153.321 1462750.150 113 3121959.558 1462604.614 113 3121271.622 1461969.326 113 3120911.555 1461623.451 113 3120736.557 1461810.435 113 3120779.707 1461913.516 113 3120798.885 1462409.743 113 3120794.091 1462462.482 113 3120758.132 1462510.427 113 3120772.516 1462618.302 113 3120652.654 1462714.191 113 3120563.957 1462817.272 114 3120887.502 1464339.723 114 3120855.542 1464279.798 114 3120831.572 1464175.928 114 3120763.657 1464159.948 114 3120671.772 1464207.888 114 3120627.827 1464108.013 114 3120727.702 1464068.063 114 3120979.387 1463968.189 114 3121083.257 1463896.279 114 3121103.232 1463780.424 114 3121183.132 1463696.529 114 3121095.242 1463452.834 114 3121059.287 1463348.965 114 3121041.006 1463150.487 114 3122031.062 1463136.104 114 3122035.856 1463011.448 114 3122536.878 1462855.628 114 3122536.878 1463138.501 114 3122747.834 1463138.501 114 3122862.901 1463140.898 114 3122873.014 1464255.828 114 3122401.605 1464251.833 114 3122285.750 1464259.823 114 3122026.075 1464303.768 114 3121187.127 1464375.678 114 3120895.492 1464371.683 116 3121591.557 1468087.430 116 3121596.698 1467619.588 116 3121596.698 1467074.629 116 3121524.723 1466868.984 116 3120774.119 1466863.843 116 3120768.978 1467146.605 116 3120804.966 1467275.133 116 3120810.107 1467408.802 116 3120789.543 1467778.963 116 3120804.966 1467897.208 116 3120804.966 1468102.853 116 3120861.518 1468195.393 116 3121601.840 1468174.829 117 3121600.587 1468098.300 117 3121598.596 1467069.816 117 3121534.558 1466867.340 117 3121525.126 1466164.607 117 3121572.289 1466174.040 117 3121775.091 1466164.607 117 3122076.936 1466112.728 117 3122142.964 1466122.161 117 3122515.554 1466188.189 117 3122614.597 1466192.905 117 3122642.895 1466211.771 117 3122624.029 1466263.650 117 3122614.597 1466461.736 117 3122591.015 1466589.077 117 3122506.121 1466806.028 117 3122543.852 1466872.056 117 3122548.568 1466952.234 117 3122491.972 1467004.113 117 3122463.674 1467315.391 117 3122416.511 1467456.880 117 3122458.958 1467669.115 117 3122444.809 1467838.902 117 3122496.689 1467895.498 117 3122515.554 1467956.811 117 3122529.703 1468145.464 117 3121605.303 1468173.761 118 3120259.992 1464431.795 118 3120279.324 1464428.821 118 3120337.318 1464419.899 118 3120515.763 1464408.003 118 3120697.181 1464396.106 118 3120831.015 1464419.899 118 3120859.268 1464436.256 118 3120900.905 1464413.951 118 3120920.237 1464431.795 118 3120926.185 1464500.199 118 3120985.666 1464541.836 118 3120245.122 1464431.795 119 3119841.005 1464449.130 119 3119780.062 1464504.533 119 3119699.728 1464645.810 119 3119688.647 1464803.707 119 3119724.959 1464907.012 119 3119808.854 1465070.807 119 3119852.799 1465214.627 119 3119856.794 1465510.256 119 3119960.664 1465546.211 119 3120068.528 1465630.106 119 3120233.226 1465762.693 119 3120392.339 1465795.408 119 3120465.203 1465780.538 119 3120444.385 1465582.762 119 3120283.785 1465490.566 119 3120267.427 1465200.593 119 3120259.992 1464742.586 119 3120248.096 1464616.188 119 3120193.076 1464650.390 119 3120173.744 1464648.903 119 3120178.962 1464504.533 119 3119980.429 1464525.479 119 3119949.202 1464550.758 119 3119860.396 1464471.291 120 3120527.953 1465781.916 120 3120595.868 1465757.946 120 3120683.757 1465642.091 120 3120763.657 1465622.116 120 3120911.472 1465614.126 120 3121091.247 1465714.001 120 3121287.001 1465809.881 120 3121330.946 1465809.881 120 3121482.756 1465402.391 120 3121386.876 1465370.431 120 3121215.092 1465246.587 120 3121067.277 1465114.752 120 3120855.542 1464982.917 120 3120775.642 1464950.957 120 3120603.858 1465298.522 120 3120499.988 1465446.336 120 3120412.098 1465490.281 120 3120332.198 1465526.236 120 3120460.038 1465594.151 120 3120488.003 1465801.891 121 3120344.183 1465526.236 121 3120432.073 1465482.291 121 3120511.973 1465430.356 121 3120595.868 1465322.492 121 3120771.647 1464942.967 121 3120895.492 1464715.252 121 3120692.720 1464476.406 121 3120604.985 1464446.666 121 3120554.426 1464455.588 121 3120530.633 1464538.862 121 3120474.126 1464605.779 121 3120370.033 1464601.317 121 3120331.370 1464550.758 121 3120344.753 1464525.479 121 3120306.090 1464489.790 122 3121171.147 1465222.617 122 3121199.112 1465174.677 122 3121191.122 1465054.827 122 3121239.062 1464843.092 122 3121338.936 1464771.182 122 3121446.801 1464667.313 122 3121394.866 1464611.383 122 3121310.971 1464491.533 122 3121195.117 1464515.503 122 3121047.302 1464591.408 122 3120935.442 1464743.217 122 3120847.552 1464990.907 123 3120301.629 1464483.841 123 3120349.215 1464526.966 123 3120334.344 1464549.271 123 3120371.520 1464596.856 123 3120475.613 1464607.266 123 3120530.633 1464538.862 123 3120552.939 1464455.588 123 3120606.472 1464443.691 123 3120707.727 1464495.528 123 3120895.492 1464723.242 123 3120771.647 1464954.952 123 3120843.557 1464994.902 123 3120931.447 1464759.197 123 3121043.307 1464599.398 123 3121187.127 1464519.498 123 3121310.971 1464487.538 123 3121287.001 1464455.578 123 3121147.177 1464455.578 123 3121075.267 1464503.518 123 3121027.303 1464491.277 123 3120985.666 1464541.836 123 3120924.698 1464500.199 123 3120920.237 1464433.282 123 3120903.879 1464412.464 123 3120862.242 1464437.743 123 3120835.476 1464419.899 123 3120698.668 1464396.106 123 3120350.702 1464416.925 123 3120243.635 1464433.282 123 3120249.583 1464482.354 124 3118169.453 1463841.450 124 3118308.307 1463719.715 124 3118314.014 1463672.162 124 3118333.035 1463527.601 124 3118352.056 1463459.125 124 3118393.903 1463436.299 124 3118428.141 1463375.432 124 3118443.358 1463287.934 124 3118372.911 1463276.535 124 3118224.732 1463271.806 124 3118223.329 1462820.247 124 3118160.274 1462769.803 124 3118138.205 1462796.602 124 3118136.629 1463108.724 124 3118146.087 1463682.524 124 3118156.138 1463849.058 126 3119205.410 1462662.610 126 3119205.410 1462722.512 127 3119350.437 1462259.058 127 3119348.860 1461625.356 127 3119169.154 1461682.105 127 3119000.482 1461712.056 127 3118893.288 1461713.633 127 3118893.288 1462257.482 128 3121191.122 1465234.602 128 3121263.032 1465298.522 128 3121394.866 1465370.431 128 3121486.751 1465402.391 128 3122289.745 1465374.426 128 3122497.485 1465314.502 128 3122481.505 1464994.902 128 3122421.580 1464954.952 128 3122022.080 1464859.072 128 3121930.195 1464795.152 128 3121742.431 1464719.247 128 3121638.561 1464739.222 128 3121478.761 1464699.273 128 3121442.806 1464667.313 128 3121326.951 1464791.157 128 3121247.052 1464847.087 128 3121191.122 1465070.807 128 3121199.112 1465166.687 128 3121171.147 1465214.627 129 3119873.867 1468196.395 129 3120372.557 1468201.644 129 3120860.748 1468201.644 129 3120803.005 1468091.407 129 3120803.005 1467886.682 129 3120787.257 1467818.440 129 3120787.257 1467718.702 129 3120808.255 1467361.745 129 3120766.260 1467162.269 129 3119889.615 1467193.766 129 3119842.371 1467167.519 129 3119858.119 1467204.264 129 3119873.867 1467545.473 129 3119821.374 1467676.707 129 3119816.124 1467928.677 129 3119852.870 1468044.163 129 3119842.371 1468185.896 130 3122568.370 1468997.408 130 3122563.229 1468899.727 130 3122522.100 1468760.917 130 3122522.100 1468616.965 130 3122527.241 1468154.264 130 3120856.377 1468195.393 130 3120835.813 1468627.247 130 3120871.801 1469017.973 130 3120959.200 1469079.666 130 3121277.949 1469182.488 130 3121344.784 1469311.016 130 3121200.832 1469634.907 130 3121180.268 1469732.588 130 3121216.256 1469778.858 130 3121298.514 1469773.717 130 3121385.913 1469706.883 130 3121432.183 1469588.637 130 3121535.005 1469511.520 140 3118131.077 1467246.259 140 3118031.339 1467204.264 140 3117894.855 1467288.254 140 3117973.596 1467414.239 140 3117989.344 1467482.481 140 3118026.090 1467582.219 140 3118157.324 1467587.468 140 3118530.029 1467734.450 140 3118624.518 1467755.448 140 3118661.263 1467865.685 140 3118719.006 1467723.952 140 3118944.729 1467739.700 140 3118934.230 1467508.728 155 3120548.477 1461300.344 155 3120654.264 1461292.101 155 3120831.491 1461282.484 155 3120997.727 1461272.867 155 3121129.617 1461267.372 155 3121416.752 1461256.381 155 3121760.215 1461259.129 155 3121931.946 1461252.260 155 3121903.095 1460676.616 155 3121852.263 1460684.859 155 3121830.281 1460625.783 155 3121253.263 1460772.785 155 3121191.440 1460724.700 155 3121040.316 1460768.664 155 3120722.956 1460863.459 155 3120687.236 1460926.657 155 3120519.626 1461084.650 155 3120413.840 1461055.799 155 3120332.782 1461077.780 155 3120538.860 1461303.092 203 3117610.447 1465562.341 203 3117627.616 1465541.254 203 3117645.184 1465514.902 203 3117679.334 1465522.157 203 3117793.414 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3119149.914 1461625.996 860 3121771.395 1461319.112 860 3121571.431 1461319.112 860 3121396.120 1461319.112 860 3121265.550 1461320.025 860 3121071.064 1461328.243 860 3120662.918 1461348.330 860 3120665.657 1461408.593 860 3120827.272 1461400.376 860 3121161.459 1461378.462 860 3121542.212 1461377.549 860 3121771.395 1461376.636 861 3121770.482 1461318.199 861 3121769.569 1461259.762 861 3121424.425 1461257.022 861 3121189.764 1461263.414 861 3120656.526 1461292.633 861 3120661.092 1461349.243 870 3122641.559 1461369.331 870 3122640.645 1461314.546 870 3122347.547 1461314.546 870 3122101.016 1461315.459 870 3121770.482 1461314.546 870 3121771.395 1461376.636 870 3121880.964 1461375.723 870 3122640.645 1461372.983 871 3122641.559 1461289.893 871 3122640.645 1461243.326 871 3122558.468 1461244.239 871 3122434.290 1461246.979 871 3122290.936 1461249.718 871 3121933.010 1461255.196 871 3121769.569 1461257.936 871 3121771.395 1461313.633 871 3121934.836 1461315.459 871 3122640.645 1461313.633 880 3122656.743 1461374.447 880 3122838.725 1461372.255 880 3123264.080 1461381.025 880 3123608.310 1461383.217 880 3123774.944 1461387.603 880 3124024.894 1461378.832 880 3124130.137 1461376.640 880 3124228.801 1461365.677 880 3124226.609 1461308.671 880 3123783.714 1461308.671 880 3123737.670 1461308.671 880 3123150.067 1461308.671 880 3123033.862 1461313.056 880 3122643.588 1461310.863 880 3122639.203 1461370.062 881 3122656.743 1461313.056 881 3122757.601 1461315.248 881 3123242.154 1461310.863 881 3123511.838 1461310.863 881 3123652.161 1461310.863 881 3123880.186 1461308.671 881 3124222.224 1461308.671 881 3124213.454 1461236.317 881 3123634.620 1461231.932 881 3122838.725 1461238.509 881 3122641.396 1461240.702 881 3122643.588 1461315.248 912 3119505.988 1463515.338 912 3119489.438 1462946.554 912 3119941.231 1462936.108 912 3119977.792 1462903.464 912 3119913.810 1462889.100 912 3119609.568 1462748.078 912 3119488.132 1462720.657 912 3119365.391 1462720.657 912 3119342.499 1462751.970 912 3119455.438 1463525.574 912 3119504.730 1463548.036 22 3125139.348 1460826.013 OldTown3rdWest 3118625.718 1461367.300 OldTown3rdWest 3118904.216 1461340.776 OldTown3rdWest 3118904.216 1461252.024 OldTown3rdWest 3118611.436 1461277.527 OldTown3rdWest 3118624.698 1461370.360 OldTown3rdEast 3119730.558 1461108.949 OldTown3rdEast 3119821.897 1461063.280 OldTown3rdEast 3119855.824 1460968.026 OldTown3rdEast 3119620.951 1460939.319 OldTown3rdEast 3119601.378 1461076.328 OldTown3rdCentral 3119237.148 1461231.294 OldTown3rdCentral 3119235.221 1461142.010 OldTown3rdCentral 3119075.280 1461164.491 OldTown3rdCentral 3119093.908 1461265.338 [SYMBOLS] ;;Gage X-Coord Y-Coord ;;-------------- ------------------ ------------------ Rainfall 3112861.576 1466546.774 [PROFILES] ;;Name Links ;;-------------- ---------- " " 985 820OUTFALL 990 518 596 " " 519 "OTN-WEST " OTN-COND4 Storm_C2 Storm_C1 "OTN-East " OTN-COND1 OTN-COND2 OTN-COND3 Storm_C2 Storm_C1 "West Storm " SS_806 Storm_C9 Storm_C8 Storm_C7 Storm_C6 "West Storm " Storm_C5 Storm_C4 Storm_C3 Storm_C2 Storm_C1 Engineers/Scientists/Surveyors P.O. Box 270460 Fort Collins, CO 80527 (970) 223-5556 3665 JFK Parkway, Building 2, Suite 200 69 NORTH EAST COLLEGE CORRIDOR OUTFALL VICINITY MAP NOTES STORM LINE C2 PLAN & PROFILE STA 10+00 TO STA 16+50 C-231 41 MATCHLINE STA 16+50 912 3119378.970 1462768.319 912 3119396.576 1463286.454 912 3119422.986 1463341.788 912 3119385.258 1463413.472 912 3119430.055 1463486.523 861 3120664.744 1461348.330 861 3120759.704 1461342.852 861 3120921.319 1461334.634 861 3121122.196 1461325.503 861 3121241.810 1461320.025 831 3119013.010 1461593.446 831 3118934.506 1461599.190 831 3118894.296 1461601.105 831 3118895.254 1461541.748 831 3118843.556 1461541.748 824 3118793.803 1462786.283 824 3118748.088 1462844.608 824 3118716.560 1462891.900 824 3118603.061 1463008.551 824 3118580.992 1463125.203 712 3119535.140 1463570.707 712 3120105.757 1463566.790 712 3120077.030 1463364.397 712 3120087.476 1463304.332 712 3120077.030 1462904.770 621 3123867.031 1460734.223 621 3124088.478 1460589.515 621 3124301.156 1460514.968 621 3124557.684 1460444.806 621 3124708.970 1460436.036 512 3120172.257 1464519.530 512 3120172.257 1464647.416 512 3120207.946 1464642.954 512 3120212.407 1464454.101 512 3120225.790 1464409.490 498 3123698.204 1460778.074 498 3123424.136 1460850.428 498 3122902.309 1460876.739 498 3122838.725 1460876.739 498 3122836.532 1461240.702 487 3122642.766 1466127.173 487 3122511.860 1466108.473 487 3122399.655 1466099.122 487 3122268.748 1466057.045 488 3123961.178 1466449.763 486 3126364.240 1465374.463 486 3126308.137 1465481.993 486 3127603.173 1465481.993 486 3127677.976 1465486.668 487 3122324.851 1465926.139 484 3125480.624 1466346.909 484 3125387.119 1466440.413 484 3125326.341 1466590.020 484 3125181.410 1466739.627 484 3124872.845 1467020.140 481 3122754.971 1466529.242 481 3122740.945 1466370.285 481 3122717.569 1466262.755 481 3122647.441 1466197.302 481 3122633.415 1466216.003 463 3127097.492 1458889.103 463 3127149.716 1458934.364 463 3127483.955 1458951.773 463 3127658.037 1458958.736 464 3127861.201 1457913.369 455 3133187.167 1455015.248 455 3133286.575 1454984.661 455 3133267.458 1454931.134 455 3132797.182 1454934.958 455 3132548.663 1454961.721 451 3124706.915 1454812.609 451 3125689.523 1454770.552 451 3127387.102 1454671.144 451 3127891.788 1454648.204 451 3127952.962 1454621.441 445 3129099.976 1453906.469 445 3129199.384 1454139.695 445 3129203.207 1454281.160 445 3129218.501 1454319.394 445 3129386.729 1454311.747 442 3128105.898 1455829.628 442 3128235.892 1455810.511 442 3128350.594 1455825.805 442 3128511.176 1455787.571 442 3128346.770 1455760.807 440 3128006.490 1460283.863 440 3127964.433 1460280.040 440 3127784.734 1460272.393 440 3127570.625 1460287.687 440 3127054.469 1460272.393 435 3125165.175 1458739.392 435 3125189.547 1458777.690 435 3125349.703 1458725.465 435 3125468.079 1458614.052 435 3125687.423 1458614.052 434 3124124.865 1458979.893 434 3124689.229 1458984.866 434 3124910.500 1458766.081 434 3125037.295 1458701.440 434 3125077.074 1458631.827 429 3122854.770 1458231.125 429 3123018.403 1458175.023 429 3123210.087 1458170.347 429 3123425.147 1458114.245 429 3123635.532 1458109.570 422 3125641.201 1462097.531 422 3125631.850 1462719.335 422 3125580.423 1463532.823 422 3125767.431 1463850.738 423 3127833.878 1460278.871 420 3130695.768 1461702.926 420 3130666.897 1461663.228 420 3130536.975 1461479.172 420 3130396.226 1461363.686 420 3130046.159 1461150.758 415 3122868.087 1463521.997 415 3122863.755 1465402.188 416 3125595.231 1463470.010 416 3125625.556 1462865.663 416 3125641.351 1462072.645 410 3118797.198 1460698.120 410 3118667.747 1460758.051 410 3118523.913 1460753.257 410 3118396.860 1460719.695 410 3118315.354 1460889.899 404 3118357.321 1462668.915 406 3117582.900 1462524.145 406 3117661.195 1462485.401 406 3117730.611 1462484.593 406 3117829.893 1462485.401 326 3117825.170 1463691.183 326 3117828.974 1463911.828 327 3120250.889 1461437.394 327 3120226.955 1461441.224 327 3120228.477 1461531.561 318 3117558.185 1461674.698 319 3124280.969 1462143.045 320 3120278.430 1460846.809 320 3120323.540 1460884.400 320 3120380.192 1460958.901 306 3118177.715 1464480.584 306 3118221.635 1464443.252 306 3118414.883 1464436.664 306 3118406.099 1464295.022 306 3118209.557 1464295.022 229 3117836.080 1462912.615 229 3117954.092 1462911.274 229 3118062.046 1462911.274 229 3118104.289 1462945.471 229 3118116.358 1463026.604 213 3120571.148 1462472.071 213 3120755.735 1462512.824 214 3118911.871 1464139.967 214 3118910.152 1464253.461 214 3118913.591 1464571.587 205 3118471.889 1465019.810 205 3118456.607 1464672.735 205 3118407.197 1464677.127 205 3118290.809 1464722.145 205 3118265.620 1464778.522 130 3121612.122 1469398.415 130 3121864.037 1469311.016 130 3122573.511 1469048.819 140 3118881.737 1467503.478 140 3118293.807 1467377.493 126 3119342.555 1462720.936 126 3119348.860 1462260.634 126 3118891.712 1462259.058 126 3118891.712 1462665.762 127 3119120.286 1462259.058 121 3120249.583 1464485.329 121 3120288.253 1465498.271 121 3120324.208 1465526.236 122 3120875.517 1464998.897 122 3121031.322 1465098.772 118 3121025.816 1464492.764 118 3120979.718 1464451.127 118 3120981.205 1464351.495 118 3120222.816 1464344.060 118 3120221.329 1464439.230 114 3122052.637 1462757.342 114 3122101.980 1462789.665 114 3122167.704 1462814.875 114 3122227.635 1462824.464 114 3122450.577 1462858.025 111 3121359.429 1464350.858 111 3122034.583 1464290.933 111 3122330.213 1464242.993 111 3122853.557 1464242.993 111 3122857.552 1465393.551 107 3118804.431 1468050.362 107 3118741.439 1467934.875 107 3118667.948 1467866.634 107 3118720.441 1467730.150 107 3118946.164 1467745.898 104 3118979.492 1463795.377 104 3118971.181 1463881.252 104 3119043.205 1463936.654 104 3118973.952 1464028.069 104 3118957.331 1464138.874 103 3117624.799 1465562.341 103 3118138.575 1465562.341 103 3118201.721 1465470.492 103 3118193.110 1465220.780 103 3118284.958 1465169.115 16 3129968.402 1456695.029 16 3130120.634 1456469.306 26 3118663.138 1462728.817 26 3118251.704 1462731.970 Vine_C4 3120029.840 1461371.097 Vine_C4 3120324.986 1461331.569 EX-12in_Vine 3124925.271 1460377.282 54 3125160.393 1460142.778 54 3125197.333 1460122.255 946 3122694.639 1466232.856 947 3130970.364 1455475.807 948 3128205.288 1463359.719 948 3128585.752 1463074.371 949 3129953.047 1462646.348 599 3124472.137 1461769.459 744 3129431.645 1456340.345 902 3116508.237 1466125.822 902 3116823.414 1466230.881 902 3117435.227 1466459.538 556 3127092.527 1454934.608 556 3127201.710 1454982.649 556 3127385.137 1454982.649 556 3127551.095 1454925.874 556 3127839.338 1454864.731 540 3126734.407 1458633.725 541 3127456.461 1457417.312 541 3128746.041 1456438.613 541 3129060.760 1456192.979 541 3129264.175 1456104.704 270 3120218.371 1466586.609 270 3120209.636 1466372.610 270 3120179.065 1466245.958 270 3120187.800 1466176.081 POND_417 3122296.174 1461756.532 POND_418 3123936.929 1461693.728 Pond_419 3131014.349 1460506.157 Pond_421 3128592.401 1460410.025 Pond_422 3127409.636 1461043.089 MH_C2F 3118204.527 1461575.304 MH_C2G 3118055.205 1461591.896 MH_L1 3122863.708 1461881.826 MH_L2 3122867.202 1462161.345 MH_L3 3122867.202 1462353.515 INLET_C6B 3119328.592 1461529.678 INLET_E21 3118841.034 1464203.751 INLET_E2A 3118820.119 1464155.945 INLET_E2B 3118960.549 1464167.896 J_912 3119371.102 1462690.747 934 3126261.364 1465521.186 934a 3127147.195 1466131.425 939 3117671.162 1467135.159 940 3126915.275 1464411.941 941 3123436.548 1468557.617 305Outfall 3122433.135 1465584.850 Carryover_to_InletBA9 0.133 0 Carryover_to_InletBA9 0.150 0 Carryover_to_InletBA9 0.167 0 Carryover_to_InletBA9 0.183 0 Carryover_to_InletBA9 0.200 0 BASIN_214 1.42 1.9 BASIN_214 1.43 1.8 BASIN_214 1.45 1.8 BASIN_214 1.47 1.8 BASIN_214 1.48 1.8 BASIN_214 0.33 4.5 BASIN_214 0.35 5 BASIN_214 0.37 5.7 BASIN_214 0.38 6.1 BASIN_214 0.40 6.3 BASIN_207 1.50 1.3 BASIN_207 1.52 1.3 BASIN_207 1.53 1.3 BASIN_207 1.55 1.3 BASIN_207 1.57 1.3 BASIN_207 0.42 4.8 BASIN_207 0.43 6.3 BASIN_207 0.45 8.5 BASIN_207 0.47 9.3 BASIN_207 0.48 9.6 BASIN_704 2.283 0.4 BASIN_704 2.300 0.4 BASIN_704 2.317 0.4 BASIN_704 2.333 0.3 BASIN_704 2.350 0.3 BASIN_704 1.200 4.7 BASIN_704 1.217 4.7 BASIN_704 1.233 4.6 BASIN_704 1.250 4.6 BASIN_704 1.267 4.5 BASIN_704 0.117 0.1 BASIN_704 0.133 0.5 BASIN_704 0.150 1 BASIN_704 0.167 1.5 BASIN_704 0.183 2.1 BASIN_306 1.383 0.6 BASIN_306 1.400 0.6 BASIN_306 1.417 0.6 BASIN_306 1.433 0.6 BASIN_306 1.450 0.6 BASIN_306 0.300 0.9 BASIN_306 0.317 1 BASIN_306 0.333 1.1 BASIN_306 0.350 1.2 BASIN_306 0.367 1.3 BASIN_206 1.58 1.9 BASIN_206 1.60 1.9 BASIN_206 1.62 1.8 BASIN_206 1.63 1.8 BASIN_206 1.65 1.8 BASIN_206 0.50 13.9 BASIN_206 0.52 17.6 BASIN_206 0.53 23 BASIN_206 0.55 24.9 BASIN_206 0.57 25.5 BASIN_305 2.017 0.9 BASIN_305 2.033 0.8 BASIN_305 2.050 0.7 BASIN_305 2.067 0.6 BASIN_305 2.083 0.5 BASIN_305 0.933 2.1 BASIN_305 0.950 2 BASIN_305 0.967 2 BASIN_305 0.983 1.9 BASIN_305 1.000 1.9 BASIN_209 2.22 0.1 BASIN_209 2.23 0.1 BASIN_209 2.25 0.1 BASIN_209 2.27 0 BASIN_209 2.28 0 BASIN_209 1.13 1.1 BASIN_209 1.15 1.1 BASIN_209 1.17 1.1 BASIN_209 1.18 1.1 BASIN_209 1.20 1.1 BASIN_209 0.05 0 BASIN_209 0.07 0 BASIN_209 0.08 0 BASIN_209 0.10 0 BASIN_209 0.12 0.1 BASIN_205 1.583 1.3 BASIN_205 1.600 1.3 BASIN_205 1.617 1.3 BASIN_205 1.633 1.3 BASIN_205 1.650 1.3 BASIN_205 0.500 8.5 BASIN_205 0.517 10.2 BASIN_205 0.533 12.8 BASIN_205 0.550 14.6 BASIN_205 0.567 15.8 BASIN_103 2.233 0.7 BASIN_103 2.250 0.6 BASIN_103 2.267 0.5 BASIN_103 2.283 0.5 BASIN_103 2.300 0.4 BASIN_103 1.150 12.5 BASIN_103 1.167 12.4 BASIN_103 1.183 12.2 BASIN_103 1.200 12.1 BASIN_103 1.217 11.9 BASIN_103 0.067 0.1 BASIN_103 0.083 0.1 BASIN_103 0.100 0.1 BASIN_103 0.117 0.7 BASIN_103 0.133 2.8 BASIN_204 1.950 2.9 BASIN_204 1.967 2.9 BASIN_204 1.983 2.9 BASIN_204 2.000 2.9 BASIN_204 2.017 2.6 BASIN_204 0.867 7.4 BASIN_204 0.883 7 BASIN_204 0.900 6.7 BASIN_204 0.917 6.4 BASIN_204 0.933 6.1 BASIN_304 2.100 0.3 BASIN_304 2.117 0.2 BASIN_304 2.133 0.2 BASIN_304 2.150 0.2 BASIN_304 2.167 0.1 BASIN_304 1.017 2.5 BASIN_304 1.033 2.4 BASIN_304 1.050 2.4 BASIN_304 1.067 2.4 BASIN_304 1.083 2.4 BASIN_102 4.917 0.1 BASIN_102 4.933 0.1 BASIN_102 4.950 0.1 BASIN_102 4.967 0 ; BASIN_102 3.833 0.1 BASIN_102 3.850 0.1 BASIN_102 3.867 0.1 BASIN_102 3.883 0.1 BASIN_102 3.900 0.1 BASIN_102 2.750 1 BASIN_102 2.767 0.9 BASIN_102 2.783 0.9 BASIN_102 2.800 0.8 BASIN_102 2.817 0.8 BASIN_102 1.667 26.7 BASIN_102 1.683 26.5 BASIN_102 1.700 26.2 BASIN_102 1.717 26.1 BASIN_102 1.733 25.9 BASIN_102 0.583 322.8 BASIN_102 0.600 300 BASIN_102 0.617 252 BASIN_102 0.633 220.9 BASIN_102 0.650 200.1 BASIN_300 4.433 0.1 BASIN_300 4.450 0.1 BASIN_300 4.467 0.1 BASIN_300 4.483 0.1 BASIN_300 4.500 0.1 BASIN_300 3.350 0.3 BASIN_300 3.367 0.3 BASIN_300 3.383 0.3 BASIN_300 3.400 0.3 BASIN_300 3.417 0.3 BASIN_300 2.267 5.5 BASIN_300 2.283 5.1 BASIN_300 2.300 4.8 BASIN_300 2.317 4.4 BASIN_300 2.333 4.1 BASIN_300 1.183 46.4 BASIN_300 1.200 45.7 BASIN_300 1.217 45.1 BASIN_300 1.233 44.6 BASIN_300 1.250 44.1 BASIN_300 0.100 0.2 BASIN_300 0.117 0.8 BASIN_300 0.133 3.4 BASIN_300 0.150 6.9 BASIN_300 0.167 10.9 955 14 169 955 16 155 955 18 143 955 20 131 955 22 119 803 4.4 20.5 803 4.8 30.5 803 5.1 40.5 803 5.4 50.5 ; 308 10.2 20.4 308 12.8 22.7 308 13.0 200 ; 310 0 0 302 14.37 13.0 302 15.86 14.0 302 24.56 16.0 302 33.20 17.0 proposed_pond2 4.92 894123.4031 proposed_pond2 5.92 969873.8654 proposed_pond2 6.92 1045563.083 proposed_pond2 7.92 1090741.967 proposed_pond2 8.92 1117964.961 Pond_303 3.93 210719 ; Redwing Storage 0 0 Redwing 0.1 333 Redwing 1.1 2283 463 3.45 60000 463 4.45 75000 ; ;Dry Creek Mobile Home Pond B 890 Storage 0 0 ; ;Waterfield P.U.D. Pond #1 801 Storage 0 249357 801 1 353366 801 2 479560 307 1 5662.8 307 2 12196.8 307 3 27442.8 307 4 43560 307 5 48351.6 21 0.34 209088 21 1.02 222156 21 1.34 230868 21 2.34 248292 21 3.34 291852 804OUTFALL 2 6.98 804OUTFALL 2.8 56.24 804OUTFALL 3.8 149 804OUTFALL 4.8 276 ; 313OUTFALL 5.5 27.1 313OUTFALL 6.5 97.0 ; ;Outfall from Falcon Ridge North Pond 315OUTFALL Rating 0 0 303OUTFALL 3.33 22 303OUTFALL 3.94 26 303OUTFALL 4.65 29 Storm_L2 0 0 0.05 NO 0 Storm_L3 0 0 0.05 NO 0 Storm_L4 0 0 0.28 NO 0 Storm_L5 0 0 0.28 NO 0 EX-24in_Vine 0.25 0.25 0 NO 0 Overflow_B5 0 0 1.01 NO 0 Overflow_inB4 0 0 1.01 NO 0 Overflow_inletC3 0 1.01 0 NO 0 Redwood_Outlet 0 0.28 0 NO 0 X1 405_Swale 74 0 498.55 0.0 0.0 0.0 0.0 0.0 GR 4988.31 -200 4986.31 0 4986.28 2.22 4986.08 8.06 4985.45 26.93 GR 4985.37 37.21 4985.08 59.82 4984.98 72.67 4984.93 86.88 4984.92 114.19 GR 4984.83 125.14 4984.77 149.12 4984.74 154.43 4984.74 156.97 4984.69 167.03 GR 4984.56 200.16 4984.53 209.37 4984.41 218.07 4984.25 240.23 4984.25 256.23 GR 4978.75 117.42 4978.89 135.63 4978.98 143.22 4978.88 165.63 4978.79 173.22 GR 4978.47 195.63 4978.39 203.22 4978.32 225.63 4978.29 233.22 4978.36 255.63 GR 4978.39 263.22 4978.52 285.63 4978.57 293.22 4978.63 315.63 4978.64 323.22 GR 4978.71 345.63 4978.81 353.22 4979.26 375.63 4979.38 383.22 4979.47 388.68 GR 4981.47 588.68 X1 596 8 19 57 0.0 0.0 0.0 0.0 0.0 GR 5001 -50 5000 0 4999.81 19 4996.81 28 4996.81 48 GR 4999.81 57 5000 76 5001 126 ; NC .08 .08 .06 ; NC .04 .04 .016 X1 535 7 25 75 0.0 0.0 0.0 0.0 0.0 GR 5000.5 -10 5000 0 4999.583 25 4999.083 50 4999.583 75 GR 5000 100 5000.5 110 GR 5000 0 4999.95 5 4994.95 15 4994.95 25 4999.95 35 GR 5000 40 ; NC .08 .08 .05 X1 511 8 5.5 16.5 0.0 0.0 0.0 0.0 0.0 ; NC .08 .08 .06 X1 230 6 2.5 49.5 0.0 0.0 0.0 0.0 0.0 GR 5000 0 4999.975 2.5 4994.945 22.5 4994.975 29.5 4999.975 49.5 330Outfall CIRCULAR 0.3 0 0 0 402Outfall CIRCULAR 0.75 0 0 0 412Outfall CIRCULAR 0.667 0 0 0 416Outfall CIRCULAR 1.4 0 0 0 417Outfall CIRCULAR 0.9 0 0 0 Storm_B02 CIRCULAR 5.5 0 0 0 1 Storm_B03 RECT_CLOSED 3 8 0 0 1 Storm_B04 RECT_CLOSED 3 8 0 0 1 Storm_B05 CIRCULAR 5.5 0 0 0 1 Storm_B05a RECT_CLOSED 3 8 0 0 1 Overflow_inA9 IRREGULAR Street_B 3 4 4 1 Overflow_inB4 IRREGULAR Street_B 3 4 4 1 Overflow_inC6 IRREGULAR Street_B 3 4 4 1 Overflow_inletC3 TRAPEZOIDAL 4 2 4 4 1 Overflow_OT1 IRREGULAR Street_B 3 4 4 1 946 IRREGULAR 943 3 4 4 1 947 TRAPEZOIDAL 2 2 4 4 1 948 TRAPEZOIDAL 13 20 1.5 1.5 1 949 TRAPEZOIDAL 13 20 1.5 1.5 1 951 TRAPEZOIDAL 5 12 3 3 1 531 IRREGULAR 531 3 4 4 1 532 TRIANGULAR 3 600 0 0 1 ;release at 0.1cfs/acre ;flow is restricted by the capacity of the boubler 801Outfall Pond_801-Waterfield 570 SIDE 0 0.65 NO 0 804Outfall Pond_427 551 SIDE 0 0.65 NO 0 824Outfall POND_824 MH_B5 SIDE 0 0.65 NO 0 OTN-COND2 OTN-MH1 ST-INLET-2 325.8 0.013 0 0 0 0 OTN-COND3 ST-INLET-2 MH_C2A 141.2 0.013 0 0.45 0 0 OTN-COND1 Pond-OldTown3rdEast OTN-MH1 34.2 0.013 0 0 0 0 [ORIFICES] SS_C15 J9 J10 111 0.013 0 0 0 0 SS_C16 J10 J11 110 0.013 0 0 0 0 SS_C17 J11 Pond_Redwood 107 0.013 0 0 0 0 SS_C8 J2 J3 218 0.013 0 0 0 0 SS_C9 J3 J4 41 0.013 0 0 0 0 LATERAL_C6B INLET_C6B IN_805 48 0.013 0 3 0 0 LATERAL_E1C INLET_E2B MH_604 25 0.013 0 0 0 0 Necco_phaseIII-outfall Pond_802-NECCO_phaseIII Pond-Outlet 152 0.013 0 0 0 120 OTNSTORM_1 OTNMH_1 OTNMH_2A 117 0.013 0 0 0 0 OTNSTORM_2 OTNMH_2 OTNMH_1 270 0.013 0 0.2 0 0 925 354 982 730 0.035 0 0 0 0 926 982 972 930 0.035 0 0 0 0 928 972 930 900 0.035 0 0 0 0 929 929 930 1000 .016 0 9 0 0 930 930 974 250 0.035 0 0 0 0 285 315OUTFALL 939 1300 .06 0 10 0 0 ;Pond Outlet, under Larimer and Weld Canal 300_Outlet POND_300 MH_500 151 0.013 0 0 0 0 302_Outlet POND_302 MH_600 294 0.013 0 0 0 0 ;natural ponded area onsite Pond_421 4946.5 4.5 0 TABULAR 421_Pond 0 0 Pond_422 4945.0 6.8 0 TABULAR ONSITE 0 0 Ex_Vine_Outfall 4941.08 0 0 0 0 25 4939.95 0 0 0 0 Pond-Outlet 4936.68 15 0 0 0 ST-INLET-2 4956.56 6 0 0 100 OTN-MH1 4957.86 5.14 0 0 100 MH_604 4969.38 4.25 0 0 0 MH_700 4965.13 3 0 0 0 MH_701 4963.1 0 0 0 0 MH_913a 4945.26 5.84 0 20 0 MH_914b 4954.735 5 0 0 0 EX_IN_304 4976.865 4.23 0 0 0 ;Inlet EX_IN_305 4972.11 4 0 0 0 EX_MH_112 4964.1 5 0 20 0 Future_Vine_St_B 4946.2 3 0 0 0 595 4918 0 0 0 0 596 4944 7 0 0 0 599 4953 0 0 0 0 607 4923 0 0 0 0 881 0.51 0.5 6.48 7 0 912 0.51 0.5 6.48 7 0 22 0.51 0.5 6.48 7 0 OldTown3rdWest 0.51 0.5 6.48 7 0 OldTown3rdEast 0.51 0.5 6.48 7 0 442 .51 0.5 6.48 7 0 443 .51 0.5 6.48 7 0 444 .51 0.5 6.48 7 0 445 .51 0.5 6.48 7 0 448 .51 0.5 6.48 7 0 209 0.51 0.5 6.48 7 0 213 0.51 0.5 6.48 7 0 214 0.51 0.5 6.48 7 0 220 0.51 0.5 6.48 7 0 724 0.016 0.25 0.1 0.3 25 OUTLET 726 0.016 0.25 0.1 0.3 25 OUTLET 810 0.016 0.25 0.1 0.3 25 OUTLET 812 0.016 0.25 0.1 0.3 25 OUTLET 824 0.016 0.25 0.1 0.3 25 OUTLET 425 .016 .25 .1 .3 25 OUTLET 426 .016 .25 .1 .3 25 OUTLET 427 .016 .25 .1 .3 25 OUTLET 428 .016 .25 .1 .3 25 OUTLET 429 .016 .25 .1 .3 25 OUTLET 120 0.016 0.25 0.1 0.3 25 OUTLET 121 0.016 0.25 0.1 0.3 25 OUTLET 122 0.016 0.25 0.1 0.3 25 OUTLET 123 0.016 0.25 0.1 0.3 25 OUTLET 495 Rainfall 525 4.9 90.0 700 1.0 0 498 Rainfall Pond_498 7.4 90 3986 0.8 0 510 Rainfall OTNMH_5 8.6 5 3788 0.28 0 512 Rainfall J5 7.2 55 4913 0.47 0 513 Rainfall Evergreen_East_Pond 10.9 55 1590 2 0 406 Rainfall INLET_C3A 4.5 85 730 1.2 0 407 Rainfall 228 2 85 948 1.17 0 408 Rainfall 227 1.6 85 781 0.8 0 410 Rainfall OTNPond_410 29.3 90 12150 0.51 0 412 Rainfall POND_412 13 12.7 1883 0.23 0 IRF ONLY UD-BMP_v3.05.xlsm, IRF 8/3/2016, 5:13 PM YES NO Choose One YES NO Linear Construction in Urbanized Areas Choose One YES NO BMP Selection UD-BMP_v3.05.xlsm, BMP Selection Tool 8/3/2016, 5:18 PM