Loading...
HomeMy WebLinkAbout20070295 Ver 6_6.02 SCM B - Pond Pack_20191220TI MCADAMS Subsection: Elevation -Area Volume Curve Label: POND B Return Event: 1 years Storm Event: 1 Year Elevation Planimeter Area Al+A2+sqr Volume Volume (Total) (ft) (ftz) (ftz) (Al*A2) (ac-ft) (ac-ft) (ftz) 264.00 0.0 13,491.00 0.00 0.000 0.000 265.00 0.0 16,556.00 44,992.13 0.344 0.344 266.00 0.0 18,086.00 51,946.10 0.397 0.742 268.00 0.0 19,303.00 56,073.59 0.858 1.600 270.00 0.0 20,501.00 59,696.98 0.914 2.514 Holding Village - North Lake J. Martin, PE RAP 19000. ppc 12/16/2019 TJ MCADAMS Subsection: Outlet Input Data Label: SCM B Requested Pond Water Surface Elevations Minimum (Headwater) 264.00 ft Increment (Headwater) 0.10 ft Maximum (Headwater) 270.00 ft Outlet Connectivity Structure Type Outlet ID Direction Outfall E1 E2 (ft) (ft) Orifice -Circular Orifice 1 Forward Culvert 266.00 270.00 Rectangular Weir Weir - 1 Forward Culvert 267.50 270.00 Inlet Box Riser Forward Culvert 268.00 270.00 Orifice -Circular WQ Orifice Forward Culvert 264.00 270.00 Culvert -Circular Culvert Forward TW 261.00 270.00 Tailwater Settings I Tailwater I I I (N/A) (N/A) Return Event: 1 years Storm Event: 1 Year Holding Village - North Lake J. Martin, PE RAP 19000. ppc 12/16/2019 TJ MCADAMS Subsection: Outlet Input Data Label: SCM B Structure ID: Riser Structure Type: Inlet Box Number of Openings 1 Elevation 268.00 ft Orifice Area 25.0 ftz Orifice Coefficient 0.600 Weir Length 20.00 ft Weir Coefficient 3.00 (ft^0.5)/s K Reverse 1.000 Manning's n 0.000 Kev, Charged Riser 0.000 Weir Submergence False Orifice H to crest False Return Event: 1 years Storm Event: 1 Year Holding Village - North Lake J. Martin, PE RAP 19000. ppc 12/16/2019 TJ MCADAMS Subsection: Outlet Input Data Label: SCM B Structure ID: Culvert Structure Type: Culvert -Circular Number of Barrels 1 Diameter 36.0 in Length 54.50 ft Length (Computed Barrel) 54.51 ft Slope (Computed) 0.018 ft/ft Outlet Control Data Manning's n 0.013 Ke 1.000 Kb 0.007 Kr 0.000 Convergence Tolerance 0.00 ft Inlet Control Data Equation Form Form 1 K 0.0098 M 2.0000 C 0.0398 Y 0.6700 T1 ratio (HW/D) 1.142 T2 ratio (HW/D) 1.288 Slope Correction Factor -1.000 Use unsubmerged inlet control 0 equation below T1 elevation. Use submerged inlet control 0 equation above T2 elevation In transition zone between unsubmerged and submerged inlet control, interpolate between flows at T1 & T2... T1 Elevation 264.43 ft T1 Flow 42.85 ft3/s T2 Elevation 264.87 ft T2 Flow 48.97 ft3/s Return Event: 1 years Storm Event: 1 Year Holding Village - North Lake J. Martin, PE RAP 19000. ppc 12/16/2019 TJ MCADAMS Subsection: Outlet Input Data Return Event: 1 years Label: SCM B Storm Event: 1 Year Structure ID: WQ Orifice Structure Type: Orifice -Circular Number of Openings 1 Elevation 264.00 ft Orifice Diameter 2.5 in Orifice Coefficient 0.600 Structure ID: Orifice 1 Structure Type: Orifice -Circular Number of Openings 1 Elevation 266.00 ft Orifice Diameter 8.0 in Orifice Coefficient 0.600 Structure ID: Weir- 1 Structure Type: Rectangular Weir Number of Openings 1 Elevation 267.50 ft Weir Length 4.00 ft Weir Coefficient 3.00 (ft^0.5)/s Structure ID: TW Structure Type: TW Setup, DS Channel Tailwater Type Free Outfall Convergence Tolerances Maximum Iterations 30 Tailwater Tolerance 0.01 ft (Minimum) Tailwater Tolerance 0.50 ft (Maximum) Headwater Tolerance 0.01 ft (Minimum) Headwater Tolerance 0.50 ft (Maximum) Flow Tolerance (Minimum) 0.001 ft3/s Flow Tolerance (Maximum) 10.000 ft3/s Holding Village - North Lake J. Martin, PE RAP 19000. ppc 12/16/2019 TI MCADAMS Subsection: Composite Rating Curve Label: SCM B Composite Outflow Summary Return Event: 1 years Storm Event: 1 Year Water Surface Flow Tailwater Elevation Convergence Error Contributing Structures Elevation (ft3/s) (ft) (ft) (ft) 264.00 0.00 (N/A) 0.00 (no Q: Orifice 1,Weir - 1,Riser,WQ Orifice,Culvert) 264.10 0.01 (N/A) 0.00 WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) 264.20 0.05 (N/A) 0.00 WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) 264.30 0.07 (N/A) 0.00 WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) 264.40 0.09 (N/A) 0.00 WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) 264.50 0.10 (N/A) 0.00 WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) 264.60 0.11 (N/A) 0.00 WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) 264.70 0.13 (N/A) 0.00 WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) 264.80 0.14 (N/A) 0.00 WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) 264.90 0.15 (N/A) 0.00 WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) 265.00 0.15 (N/A) 0.00 WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) 265.10 0.16 (N/A) 0.00 WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) 265.20 0.17 (N/A) 0.00 WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) 265.30 0.18 (N/A) 0.00 WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) 265.40 0.19 (N/A) 0.00 WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) 265.50 0.19 (N/A) 0.00 WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) 265.60 0.20 (N/A) 0.00 WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) Holding Village - North Lake J. Martin, PE RAP 19000. ppc 12/16/2019 'J MCA Subsection: Compc Label: SCM B Composite Outflow Su Water Surface Elevation (ft) 265.70 265.80 265.90 266.00 266.10 266.20 266.30 266.40 266.50 266.60 266.70 266.80 266.90 267.00 267.10 267.20 267.30 DAMS site Rating Curve mmary Flow (ft3/S) 0.21 0.21 0.22 0.23 0.26 0.34 0.47 0.63 0.83 1.04 1.28 1.42 1.54 1.65 1.75 1.85 1.94 Tailwater Elevation (ft) (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) (N/A) (N/A) (N/A) Convergence Error (ft) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Return Event: 1 years Storm Event: 1 Year Contributing Structures WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) Orifice 1,WQ Orifice,Culvert (no Q: Weir - 1,Riser) Orifice 1,WQ Orifice,Culvert (no Q: Weir - 1,Riser) Orifice 1,WQ Orifice,Culvert (no Q: Weir - 1,Riser) Orifice 1,WQ Orifice,Culvert (no Q: Weir - 1,Riser) Orifice 1,WQ Orifice,Culvert (no Q: Weir - 1,Riser) Orifice 1,WQ Orifice,Culvert (no Q: Weir - 1,Riser) Orifice 1,WQ Orifice,Culvert (no Q: Weir - 1,Riser) Orifice 1,WQ Orifice,Culvert (no Q: Weir - 1,Riser) Orifice 1,WQ Orifice,Culvert (no Q: Weir - 1,Riser) Orifice 1,WQ Orifice,Culvert (no Q: Weir - 1,Riser) Orifice 1,WQ Orifice,Culvert (no Q: Weir - 1,Riser) Orifice 1,WQ Orifice,Culvert (no Q: Weir - 1,Riser) Orifice 1,WQ Orifice,Culvert (no Q: Weir - 1,Riser) Holding Village - North Lake J. Martin, PE RAP 19000. ppc 12/16/2019 TI MCADAMS Subsection: Composite Rating Curve Label: SCM B Composite Outflow Summary Water Surface Flow Elevation (ft3/s) (ft) 267.40 2.03 267.50 267.60 267.70 267.80 267.90 268.00 268.10 268.20 268.30 268.40 268.50 268.60 268.70 268.80 268.90 269.00 269.10 269.20 269.30 269.40 269.50 2.12 2.58 3.34 4.29 5.40 6.63 9.87 14.77 20.79 27.71 35.42 43.78 52.78 62.31 71.99 80.16 85.03 88.00 89.25 89.96 90.65 Tailwater Elevation (ft) (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) (N/A) (N/A) (N/A) (N/A) (N/A) Convergence Error (ft) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Return Event: 1 years Storm Event: 1 Year Contributing Structures Orifice 1,WQ Orifice,Culvert (no Q: Weir - 1,Riser) Orifice 1,WQ Orifice,Culvert (no Q: Weir - 1,Riser) Orifice 1,Weir - 1,WQ Orifice,Culvert (no Q: Riser) Orifice 1,Weir - 1,WQ Orifice,Culvert (no Q: Riser) Orifice 1,Weir - 1,WQ Orifice,Culvert (no Q: Riser) Orifice 1,Weir - 1,WQ Orifice,Culvert (no Q: Riser) Orifice 1,Weir - 1,WQ Orifice,Culvert (no Q: Riser) Orifice 1,Weir - 1,Riser,WQ Orifice,Culver Orifice 1,Weir - 1,Riser,WQ Orifice,Culver Orifice 1,Weir - 1,Riser,WQ Orifice,Culver Orifice 1,Weir - 1,Riser,WQ Orifice,Culver Orifice 1,Weir - 1,Riser,WQ Orifice,Culver Orifice 1,Weir - 1,Riser,WQ Orifice,Culver Orifice 1,Weir - 1,Riser,WQ Orifice,Culver Orifice 1,Weir - 1,Riser,WQ Orifice,Culver Orifice 1,Weir - 1,Riser,WQ Orifice,Culver Orifice 1,Weir - 1,Riser,WQ Orifice,Culver Orifice 1,Weir - 1,Riser,WQ Orifice,Culver Orifice 1,Weir - 1,Riser,WQ Orifice,Culver Orifice 1,Weir - 1,Riser,WQ Orifice,Culver Riser,Culvert (no Q: Orifice 1,Weir - 1,WQ Orifice) Riser,Culvert (no Q: Orifice 1,Weir - 1,WQ Orifice) Holding Village - North Lake J. Martin, PE RAP 19000. ppc 12/16/2019 TI MCADAMS Subsection: Composite Rating Curve Label: SCM B Composite Outflow Summary Water Surface Flow Elevation (ft3/s) (ft) 269.60 91.34 269.70 92.02 269.80 92.70 269.90 93.38 270.00 94.04 Return Event: 1 years Storm Event: 1 Year Tailwater Elevation Convergence Error Contributing Structures (ft) (ft) (N/A) 0.00 Riser,Culvert (no Q: Orifice 1,Weir - 1,WQ Orifice) (N/A) 0.00 Riser,Culvert (no Q: Orifice 1,Weir - 1,WQ Orifice) (N/A) 0.00 Riser,Culvert (no Q: Orifice 1,Weir - 1,WQ Orifice) (N/A) 0.00 Riser,Culvert (no Q: Orifice 1,Weir - 1,WQ Orifice) (N/A) 0.00 Riser,Culvert (no Q: Orifice 1,Weir - 1,WQ Orifice) Holding Village - North Lake J. Martin, PE RAP 19000. ppc 12/16/2019 TI MCADAMS Subsection: Composite Rating Curve Label: SCM B Composite Outflow Summary Return Event: 2 years Storm Event: 2 year Water Surface Flow Tailwater Elevation Convergence Error Contributing Structures Elevation (ft3/s) (ft) (ft) (ft) 264.00 0.00 (N/A) 0.00 (no Q: Orifice 1,Weir - 1,Riser,WQ Orifice,Culvert) 264.10 0.01 (N/A) 0.00 WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) 264.20 0.05 (N/A) 0.00 WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) 264.30 0.07 (N/A) 0.00 WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) 264.40 0.09 (N/A) 0.00 WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) 264.50 0.10 (N/A) 0.00 WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) 264.60 0.11 (N/A) 0.00 WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) 264.70 0.13 (N/A) 0.00 WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) 264.80 0.14 (N/A) 0.00 WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) 264.90 0.15 (N/A) 0.00 WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) 265.00 0.15 (N/A) 0.00 WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) 265.10 0.16 (N/A) 0.00 WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) 265.20 0.17 (N/A) 0.00 WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) 265.30 0.18 (N/A) 0.00 WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) 265.40 0.19 (N/A) 0.00 WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) 265.50 0.19 (N/A) 0.00 WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) 265.60 0.20 (N/A) 0.00 WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) Holding Village - North Lake J. Martin, PE RAP 19000. ppc 12/16/2019 'J MCA Subsection: Compc Label: SCM B Composite Outflow Su Water Surface Elevation (ft) 265.70 265.80 265.90 266.00 266.10 266.20 266.30 266.40 266.50 266.60 266.70 266.80 266.90 267.00 267.10 267.20 267.30 DAMS site Rating Curve mmary Flow (ft3/S) 0.21 0.21 0.22 0.23 0.26 0.34 0.47 0.63 0.83 1.04 1.28 1.42 1.54 1.65 1.75 1.85 1.94 Tailwater Elevation (ft) (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) (N/A) (N/A) (N/A) Convergence Error (ft) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Return Event: 2 years Storm Event: 2 year Contributing Structures WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) Orifice 1,WQ Orifice,Culvert (no Q: Weir - 1,Riser) Orifice 1,WQ Orifice,Culvert (no Q: Weir - 1,Riser) Orifice 1,WQ Orifice,Culvert (no Q: Weir - 1,Riser) Orifice 1,WQ Orifice,Culvert (no Q: Weir - 1,Riser) Orifice 1,WQ Orifice,Culvert (no Q: Weir - 1,Riser) Orifice 1,WQ Orifice,Culvert (no Q: Weir - 1,Riser) Orifice 1,WQ Orifice,Culvert (no Q: Weir - 1,Riser) Orifice 1,WQ Orifice,Culvert (no Q: Weir - 1,Riser) Orifice 1,WQ Orifice,Culvert (no Q: Weir - 1,Riser) Orifice 1,WQ Orifice,Culvert (no Q: Weir - 1,Riser) Orifice 1,WQ Orifice,Culvert (no Q: Weir - 1,Riser) Orifice 1,WQ Orifice,Culvert (no Q: Weir - 1,Riser) Orifice 1,WQ Orifice,Culvert (no Q: Weir - 1,Riser) Holding Village - North Lake J. Martin, PE RAP 19000. ppc 12/16/2019 TI MCADAMS Subsection: Composite Rating Curve Label: SCM B Composite Outflow Summary Water Surface Flow Elevation (ft3/s) (ft) 267.40 2.03 267.50 267.60 267.70 267.80 267.90 268.00 268.10 268.20 268.30 268.40 268.50 268.60 268.70 268.80 268.90 269.00 269.10 269.20 269.30 269.40 269.50 2.12 2.58 3.34 4.29 5.40 6.63 9.87 14.77 20.79 27.71 35.42 43.78 52.78 62.31 71.99 80.16 85.03 88.00 89.25 89.96 90.65 Tailwater Elevation (ft) (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) (N/A) (N/A) (N/A) (N/A) (N/A) Convergence Error (ft) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Return Event: 2 years Storm Event: 2 year Contributing Structures Orifice 1,WQ Orifice,Culvert (no Q: Weir - 1,Riser) Orifice 1,WQ Orifice,Culvert (no Q: Weir - 1,Riser) Orifice 1,Weir - 1,WQ Orifice,Culvert (no Q: Riser) Orifice 1,Weir - 1,WQ Orifice,Culvert (no Q: Riser) Orifice 1,Weir - 1,WQ Orifice,Culvert (no Q: Riser) Orifice 1,Weir - 1,WQ Orifice,Culvert (no Q: Riser) Orifice 1,Weir - 1,WQ Orifice,Culvert (no Q: Riser) Orifice 1,Weir - 1,Riser,WQ Orifice,Culver Orifice 1,Weir - 1,Riser,WQ Orifice,Culver Orifice 1,Weir - 1,Riser,WQ Orifice,Culver Orifice 1,Weir - 1,Riser,WQ Orifice,Culver Orifice 1,Weir - 1,Riser,WQ Orifice,Culver Orifice 1,Weir - 1,Riser,WQ Orifice,Culver Orifice 1,Weir - 1,Riser,WQ Orifice,Culver Orifice 1,Weir - 1,Riser,WQ Orifice,Culver Orifice 1,Weir - 1,Riser,WQ Orifice,Culver Orifice 1,Weir - 1,Riser,WQ Orifice,Culver Orifice 1,Weir - 1,Riser,WQ Orifice,Culver Orifice 1,Weir - 1,Riser,WQ Orifice,Culver Orifice 1,Weir - 1,Riser,WQ Orifice,Culver Riser,Culvert (no Q: Orifice 1,Weir - 1,WQ Orifice) Riser,Culvert (no Q: Orifice 1,Weir - 1,WQ Orifice) Holding Village - North Lake J. Martin, PE RAP 19000. ppc 12/16/2019 TI MCADAMS Subsection: Composite Rating Curve Label: SCM B Composite Outflow Summary Water Surface Flow Elevation (ft3/s) (ft) 269.60 91.34 269.70 92.02 269.80 92.70 269.90 93.38 270.00 94.04 Return Event: 2 years Storm Event: 2 year Tailwater Elevation Convergence Error Contributing Structures (ft) (ft) (N/A) 0.00 Riser,Culvert (no Q: Orifice 1,Weir - 1,WQ Orifice) (N/A) 0.00 Riser,Culvert (no Q: Orifice 1,Weir - 1,WQ Orifice) (N/A) 0.00 Riser,Culvert (no Q: Orifice 1,Weir - 1,WQ Orifice) (N/A) 0.00 Riser,Culvert (no Q: Orifice 1,Weir - 1,WQ Orifice) (N/A) 0.00 Riser,Culvert (no Q: Orifice 1,Weir - 1,WQ Orifice) Holding Village - North Lake J. Martin, PE RAP 19000. ppc 12/16/2019 TI MCADAMS Subsection: Composite Rating Curve Label: SCM B Composite Outflow Summary Return Event: 10 years Storm Event: 10 year Water Surface Flow Tailwater Elevation Convergence Error Contributing Structures Elevation (ft3/s) (ft) (ft) (ft) 264.00 0.00 (N/A) 0.00 (no Q: Orifice 1,Weir - 1,Riser,WQ Orifice,Culvert) 264.10 0.01 (N/A) 0.00 WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) 264.20 0.05 (N/A) 0.00 WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) 264.30 0.07 (N/A) 0.00 WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) 264.40 0.09 (N/A) 0.00 WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) 264.50 0.10 (N/A) 0.00 WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) 264.60 0.11 (N/A) 0.00 WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) 264.70 0.13 (N/A) 0.00 WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) 264.80 0.14 (N/A) 0.00 WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) 264.90 0.15 (N/A) 0.00 WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) 265.00 0.15 (N/A) 0.00 WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) 265.10 0.16 (N/A) 0.00 WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) 265.20 0.17 (N/A) 0.00 WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) 265.30 0.18 (N/A) 0.00 WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) 265.40 0.19 (N/A) 0.00 WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) 265.50 0.19 (N/A) 0.00 WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) 265.60 0.20 (N/A) 0.00 WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) Holding Village - North Lake J. Martin, PE RAP 19000. ppc 12/16/2019 'J MCA Subsection: Compc Label: SCM B Composite Outflow Su Water Surface Elevation (ft) 265.70 265.80 265.90 266.00 266.10 266.20 266.30 266.40 266.50 266.60 266.70 266.80 266.90 267.00 267.10 267.20 267.30 DAMS site Rating Curve mmary Flow (ft3/S) 0.21 0.21 0.22 0.23 0.26 0.34 0.47 0.63 0.83 1.04 1.28 1.42 1.54 1.65 1.75 1.85 1.94 Tailwater Elevation (ft) (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) (N/A) (N/A) (N/A) Convergence Error (ft) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Return Event: 10 years Storm Event: 10 year Contributing Structures WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) WQ Orifice,Culvert (no Q: Orifice 1,Weir - 1,Riser) Orifice 1,WQ Orifice,Culvert (no Q: Weir - 1,Riser) Orifice 1,WQ Orifice,Culvert (no Q: Weir - 1,Riser) Orifice 1,WQ Orifice,Culvert (no Q: Weir - 1,Riser) Orifice 1,WQ Orifice,Culvert (no Q: Weir - 1,Riser) Orifice 1,WQ Orifice,Culvert (no Q: Weir - 1,Riser) Orifice 1,WQ Orifice,Culvert (no Q: Weir - 1,Riser) Orifice 1,WQ Orifice,Culvert (no Q: Weir - 1,Riser) Orifice 1,WQ Orifice,Culvert (no Q: Weir - 1,Riser) Orifice 1,WQ Orifice,Culvert (no Q: Weir - 1,Riser) Orifice 1,WQ Orifice,Culvert (no Q: Weir - 1,Riser) Orifice 1,WQ Orifice,Culvert (no Q: Weir - 1,Riser) Orifice 1,WQ Orifice,Culvert (no Q: Weir - 1,Riser) Orifice 1,WQ Orifice,Culvert (no Q: Weir - 1,Riser) Holding Village - North Lake J. Martin, PE RAP 19000. ppc 12/16/2019 TI MCADAMS Subsection: Composite Rating Curve Label: SCM B Composite Outflow Summary Water Surface Flow Elevation (ft3/s) (ft) 267.40 2.03 267.50 267.60 267.70 267.80 267.90 268.00 268.10 268.20 268.30 268.40 268.50 268.60 268.70 268.80 268.90 269.00 269.10 269.20 269.30 269.40 269.50 2.12 2.58 3.34 4.29 5.40 6.63 9.87 14.77 20.79 27.71 35.42 43.78 52.78 62.31 71.99 80.16 85.03 88.00 89.25 89.96 90.65 Tailwater Elevation (ft) (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) (N/A) (N/A) (N/A) (N/A) (N/A) Convergence Error (ft) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Return Event: 10 years Storm Event: 10 year Contributing Structures Orifice 1,WQ Orifice,Culvert (no Q: Weir - 1,Riser) Orifice 1,WQ Orifice,Culvert (no Q: Weir - 1,Riser) Orifice 1,Weir - 1,WQ Orifice,Culvert (no Q: Riser) Orifice 1,Weir - 1,WQ Orifice,Culvert (no Q: Riser) Orifice 1,Weir - 1,WQ Orifice,Culvert (no Q: Riser) Orifice 1,Weir - 1,WQ Orifice,Culvert (no Q: Riser) Orifice 1,Weir - 1,WQ Orifice,Culvert (no Q: Riser) Orifice 1,Weir - 1,Riser,WQ Orifice,Culver Orifice 1,Weir - 1,Riser,WQ Orifice,Culver Orifice 1,Weir - 1,Riser,WQ Orifice,Culver Orifice 1,Weir - 1,Riser,WQ Orifice,Culver Orifice 1,Weir - 1,Riser,WQ Orifice,Culver Orifice 1,Weir - 1,Riser,WQ Orifice,Culver Orifice 1,Weir - 1,Riser,WQ Orifice,Culver Orifice 1,Weir - 1,Riser,WQ Orifice,Culver Orifice 1,Weir - 1,Riser,WQ Orifice,Culver Orifice 1,Weir - 1,Riser,WQ Orifice,Culver Orifice 1,Weir - 1,Riser,WQ Orifice,Culver Orifice 1,Weir - 1,Riser,WQ Orifice,Culver Orifice 1,Weir - 1,Riser,WQ Orifice,Culver Riser,Culvert (no Q: Orifice 1,Weir - 1,WQ Orifice) Riser,Culvert (no Q: Orifice 1,Weir - 1,WQ Orifice) Holding Village - North Lake J. Martin, PE RAP 19000. ppc 12/16/2019 TI MCADAMS Subsection: Composite Rating Curve Label: SCM B Composite Outflow Summary Water Surface Flow Elevation (ft3/s) (ft) 269.60 91.34 269.70 92.02 269.80 92.70 269.90 93.38 270.00 94.04 Return Event: 10 years Storm Event: 10 year Tailwater Elevation Convergence Error Contributing Structures (ft) (ft) (N/A) 0.00 Riser,Culvert (no Q: Orifice 1,Weir - 1,WQ Orifice) (N/A) 0.00 Riser,Culvert (no Q: Orifice 1,Weir - 1,WQ Orifice) (N/A) 0.00 Riser,Culvert (no Q: Orifice 1,Weir - 1,WQ Orifice) (N/A) 0.00 Riser,Culvert (no Q: Orifice 1,Weir - 1,WQ Orifice) (N/A) 0.00 Riser,Culvert (no Q: Orifice 1,Weir - 1,WQ Orifice) Holding Village - North Lake J. Martin, PE RAP 19000. ppc 12/16/2019 TJ MCADAM,%s Subsection: Level Pool Pond Routing Summary Return Event: 1 years Label: POND A (IN) Storm Event: 1 Year Infiltration Infiltration Method No Infiltration (Computed) Initial Conditions Elevation (Water Surface, 274.00 ft Initial) Volume (Initial) 0.000 ac-ft Flow (Initial Outlet) 0.00 ft3/s Flow (Initial Infiltration) 0.00 ft3/s Flow (Initial, Total) 0.00 ft3/s Time Increment 1.000 min Inflow/Outflow Hydrograph Summary Flow (Peak In) 41.85 ft3/s Time to Peak (Flow, In) 721.000 min Flow (Peak Outlet) 1.04 ft3/s Time to Peak (Flow, Outlet) 905.000 min Elevation (Water Surface, 276.54 ft Peak) Volume (Peak) 1.322 ac-ft Mass Balance (ac-ft) Volume (Initial) 0.000 ac-ft Volume (Total Inflow) 1.975 ac-ft Volume (Total Infiltration) 0.000 ac-ft Volume (Total Outlet 0.776 ac-ft Outflow) Volume (Retained) 1.198 ac-ft Volume (Unrouted) -0.001 ac-ft Error (Mass Balance) 0.0 % Holding Village - North Lake J. Martin, PE RAP 19000. ppc 12/16/2019 TJ MCADAM,%s Subsection: Level Pool Pond Routing Summary Label: POND A (IN) Infiltration Infiltration Method No Infiltration (Computed) Initial Conditions Elevation (Water Surface, 274.00 ft Initial) Volume (Initial) 0.000 ac-ft Flow (Initial Outlet) 0.00 ft3/s Flow (Initial Infiltration) 0.00 ft3/s Flow (Initial, Total) 0.00 ft3/s Time Increment 1.000 min Inflow/Outflow Hydrograph Summary Flow (Peak In) 56.12 ft3/s Time to Peak (Flow, In) 721.000 min Flow (Peak Outlet) 4.09 ft3/s Time to Peak (Flow, Outlet) 771.000 min Elevation (Water Surface, 276.92 ft Peak) Volume (Peak) 1.536 ac-ft Mass Balance (ac-ft) Volume (Initial) 0.000 ac-ft Volume (Total Inflow) 2.708 ac-ft Volume (Total Infiltration) 0.000 ac-ft Volume (Total Outlet 1.447 ac-ft Outflow) Volume (Retained) 1.260 ac-ft Volume (Unrouted) -0.001 ac-ft Error (Mass Balance) 0.0 % Return Event: 2 years Storm Event: 2 year Holding Village - North Lake J. Martin, PE RAP 19000. ppc 12/16/2019 TJ MCADAM,%s Subsection: Level Pool Pond Routing Summary Label: POND A (IN) Infiltration Infiltration Method No Infiltration (Computed) Initial Conditions Elevation (Water Surface, 274.00 ft Initial) Volume (Initial) 0.000 ac-ft Flow (Initial Outlet) 0.00 ft3/s Flow (Initial Infiltration) 0.00 ft3/s Flow (Initial, Total) 0.00 ft3/s Time Increment 1.000 min Inflow/Outflow Hydrograph Summary Flow (Peak In) 88.55 ft3/s Time to Peak (Flow, In) 721.000 min Flow (Peak Outlet) 17.74 ft3/s Time to Peak (Flow, Outlet) 753.000 min Elevation (Water Surface, 278.10 ft Peak) Volume (Peak) 2.240 ac-ft Mass Balance (ac-ft) Volume (Initial) 0.000 ac-ft Volume (Total Inflow) 4.817 ac-ft Volume (Total Infiltration) 0.000 ac-ft Volume (Total Outlet 3.456 ac-ft Outflow) Volume (Retained) 1.359 ac-ft Volume (Unrouted) -0.002 ac-ft Error (Mass Balance) 0.0 % Return Event: 10 years Storm Event: 10 year Holding Village - North Lake J. Martin, PE RAP 19000. ppc 12/16/2019 TJ MCADAM,%s Subsection: Level Pool Pond Routing Summary Label: POND A (IN) Infiltration Infiltration Method No Infiltration (Computed) Initial Conditions Elevation (Water Surface, 274.00 ft Initial) Volume (Initial) 0.000 ac-ft Flow (Initial Outlet) 0.00 ft3/s Flow (Initial Infiltration) 0.00 ft3/s Flow (Initial, Total) 0.00 ft3/s Time Increment 1.000 min Inflow/Outflow Hydrograph Summary Flow (Peak In) 128.56 ft3/s Time to Peak (Flow, In) 721.000 min Flow (Peak Outlet) 61.62 ft3/s Time to Peak (Flow, Outlet) 728.000 min Elevation (Water Surface, 279.34 ft Peak) Volume (Peak) 3.014 ac-ft Mass Balance (ac-ft) Volume (Initial) 0.000 ac-ft Volume (Total Inflow) 8.265 ac-ft Volume (Total Infiltration) 0.000 ac-ft Volume (Total Outlet 6.865 ac-ft Outflow) Volume (Retained) 1.398 ac-ft Volume (Unrouted) -0.002 ac-ft Error (Mass Balance) 0.0 % Return Event: 100 years Storm Event: 100 year Holding Village - North Lake J. Martin, PE RAP 19000. ppc 12/16/2019 TJ MCADAM,%s Subsection: Level Pool Pond Routing Summary Return Event: 1 years Label: POND B (IN) Storm Event: 1 Year Infiltration Infiltration Method No Infiltration (Computed) Initial Conditions Elevation (Water Surface, 264.00 ft Initial) Volume (Initial) 0.000 ac-ft Flow (Initial Outlet) 0.00 ft3/s Flow (Initial Infiltration) 0.00 ft3/s Flow (Initial, Total) 0.00 ft3/s Time Increment 1.000 min Inflow/Outflow Hydrograph Summary Flow (Peak In) 32.44 ft3/s Time to Peak (Flow, In) 721.000 min Flow (Peak Outlet) 0.97 ft3/s Time to Peak (Flow, Outlet) 903.000 min Elevation (Water Surface, 266.57 ft Peak) Volume (Peak) 0.980 ac-ft Mass Balance (ac-ft) Volume (Initial) 0.000 ac-ft Volume (Total Inflow) 1.514 ac-ft Volume (Total Infiltration) 0.000 ac-ft Volume (Total Outlet 0.655 ac-ft Outflow) Volume (Retained) 0.859 ac-ft Volume (Unrouted) -0.001 ac-ft Error (Mass Balance) 0.0 % Holding Village - North Lake J. Martin, PE RAP 19000. ppc 12/16/2019 TJ MCADAM,%s Subsection: Level Pool Pond Routing Summary Label: POND B (IN) Infiltration Infiltration Method No Infiltration (Computed) Initial Conditions Elevation (Water Surface, 264.00 ft Initial) Volume (Initial) 0.000 ac-ft Flow (Initial Outlet) 0.00 ft3/s Flow (Initial Infiltration) 0.00 ft3/s Flow (Initial, Total) 0.00 ft3/s Time Increment 1.000 min Inflow/Outflow Hydrograph Summary Flow (Peak In) 42.59 ft3/s Time to Peak (Flow, In) 721.000 min Flow (Peak Outlet) 1.81 ft3/s Time to Peak (Flow, Outlet) 784.000 min Elevation (Water Surface, 267.16 ft Peak) Volume (Peak) 1.232 ac-ft Mass Balance (ac-ft) Volume (Initial) 0.000 ac-ft Volume (Total Inflow) 2.046 ac-ft Volume (Total Infiltration) 0.000 ac-ft Volume (Total Outlet 1.146 ac-ft Outflow) Volume (Retained) 0.898 ac-ft Volume (Unrouted) -0.001 ac-ft Error (Mass Balance) 0.0 % Return Event: 2 years Storm Event: 2 year Holding Village - North Lake J. Martin, PE RAP 19000. ppc 12/16/2019 TJ MCADAM,%s Subsection: Level Pool Pond Routing Summary Label: POND B (IN) Infiltration Infiltration Method No Infiltration (Computed) Initial Conditions Elevation (Water Surface, 264.00 ft Initial) Volume (Initial) 0.000 ac-ft Flow (Initial Outlet) 0.00 ft3/s Flow (Initial Infiltration) 0.00 ft3/s Flow (Initial, Total) 0.00 ft3/s Time Increment 1.000 min Inflow/Outflow Hydrograph Summary Flow (Peak In) 65.14 ft3/s Time to Peak (Flow, In) 721.000 min Flow (Peak Outlet) 15.85 ft3/s Time to Peak (Flow, Outlet) 751.000 min Elevation (Water Surface, 268.22 ft Peak) Volume (Peak) 1.697 ac-ft Mass Balance (ac-ft) Volume (Initial) 0.000 ac-ft Volume (Total Inflow) 3.553 ac-ft Volume (Total Infiltration) 0.000 ac-ft Volume (Total Outlet 2.576 ac-ft Outflow) Volume (Retained) 0.976 ac-ft Volume (Unrouted) -0.001 ac-ft Error (Mass Balance) 0.0 % Return Event: 10 years Storm Event: 10 year Holding Village - North Lake J. Martin, PE RAP 19000. ppc 12/16/2019 TJ MCADAM,%s Subsection: Level Pool Pond Routing Summary Label: POND B (IN) Infiltration Infiltration Method No Infiltration (Computed) Initial Conditions Elevation (Water Surface, 264.00 ft Initial) Volume (Initial) 0.000 ac-ft Flow (Initial Outlet) 0.00 ft3/s Flow (Initial Infiltration) 0.00 ft3/s Flow (Initial, Total) 0.00 ft3/s Time Increment 1.000 min Inflow/Outflow Hydrograph Summary Flow (Peak In) 92.49 ft3/s Time to Peak (Flow, In) 721.000 min Flow (Peak Outlet) 69.48 ft3/s Time to Peak (Flow, Outlet) 724.000 min Elevation (Water Surface, 268.87 ft Peak) Volume (Peak) 1.993 ac-ft Mass Balance (ac-ft) Volume (Initial) 0.000 ac-ft Volume (Total Inflow) 5.988 ac-ft Volume (Total Infiltration) 0.000 ac-ft Volume (Total Outlet 4.953 ac-ft Outflow) Volume (Retained) 1.033 ac-ft Volume (Unrouted) -0.002 ac-ft Error (Mass Balance) 0.0 % Return Event: 100 years Storm Event: 100 year Holding Village - North Lake J. Martin, PE RAP 19000. ppc 12/16/2019