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HomeMy WebLinkAboutAppendix D Part 2 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.78 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 228.97 .000 C0,C1 (no Q: R0,W0) 236.30 .00 228.97 .000 C0,C1 (no Q: R0,W0) 236.40 .00 228.97 .000 C0,C1 (no Q: R0,W0) 236.50 .00 228.97 .000 C0,C1 (no Q: R0,W0) 236.60 .00 228.97 .000 C0,C1 (no Q: R0,W0) 236.70 .00 228.97 .000 C0,C1 (no Q: R0,W0) 236.80 .00 228.97 .000 C0,C1 (no Q: R0,W0) 236.90 .01 228.97 .000 C0,C1 (no Q: R0,W0) 237.00 .10 228.97 .000 C0,C1 (no Q: R0,W0) 237.10 .25 228.97 .000 C0,C1 (no Q: R0,W0) 237.20 .47 228.97 .000 C0,C1 (no Q: R0,W0) 237.30 .77 228.97 .000 C0,C1 (no Q: R0,W0) 237.40 1.08 228.97 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 228.97 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 228.97 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 228.97 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 228.97 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 228.97 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 228.97 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 228.97 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 228.97 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 228.97 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 228.97 .000 C0,C1 (no Q: R0,W0) 238.50 5.66 228.97 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 228.97 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 228.97 .000 C0,C1 (no Q: R0,W0) 238.80 6.81 228.97 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 228.97 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 228.97 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 228.97 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 228.97 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 228.97 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.79 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 228.97 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 228.97 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 228.97 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 228.97 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 228.97 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 228.97 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 228.97 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 228.97 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 228.97 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 228.97 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 228.97 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 228.97 .000 R0,C0,C1,W0 240.40 40.36 228.97 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 228.97 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 228.97 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 228.97 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 228.97 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 228.97 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 228.97 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 228.97 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 228.97 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 228.97 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 228.97 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 228.97 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 228.97 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 228.97 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 228.97 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 228.97 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 228.97 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.80 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 229.07 .000 (no Q: R0,C0,C1,W0) 233.04 .00 229.07 .000 (no Q: R0,C0,C1,W0) 233.07 .00 229.07 .000 (no Q: R0,C0,C1,W0) 233.10 .00 229.07 .000 (no Q: R0,C0,C1,W0) 233.17 .00 229.07 .000 (no Q: R0,C0,C1,W0) 233.18 .00 229.07 .000 (no Q: R0,C0,C1,W0) 233.20 .00 229.07 .000 C0,C1 (no Q: R0,W0) 233.27 .00 229.07 .000 C0,C1 (no Q: R0,W0) 233.30 .00 229.07 .000 C0,C1 (no Q: R0,W0) 233.37 .00 229.07 .000 C0,C1 (no Q: R0,W0) 233.40 .00 229.07 .000 C0,C1 (no Q: R0,W0) 233.47 .00 229.07 .000 C0,C1 (no Q: R0,W0) 233.50 .00 229.07 .000 C0,C1 (no Q: R0,W0) 233.57 .00 229.07 .000 C0,C1 (no Q: R0,W0) 233.60 .00 229.07 .000 C0,C1 (no Q: R0,W0) 233.67 .00 229.07 .000 C0,C1 (no Q: R0,W0) 233.70 .00 229.07 .000 C0,C1 (no Q: R0,W0) 233.77 .00 229.07 .000 C0,C1 (no Q: R0,W0) 233.80 .00 229.07 .000 C0,C1 (no Q: R0,W0) 233.87 .00 229.07 .000 C0,C1 (no Q: R0,W0) 233.90 .00 229.07 .000 C0,C1 (no Q: R0,W0) 233.97 .00 229.07 .000 C0,C1 (no Q: R0,W0) 234.00 .00 229.07 .000 C0,C1 (no Q: R0,W0) 234.07 .00 229.07 .000 C0,C1 (no Q: R0,W0) 234.10 .00 229.07 .000 C0,C1 (no Q: R0,W0) 234.17 .00 229.07 .000 C0,C1 (no Q: R0,W0) 234.20 .00 229.07 .000 C0,C1 (no Q: R0,W0) 234.27 .00 229.07 .000 C0,C1 (no Q: R0,W0) 234.30 .00 229.07 .000 C0,C1 (no Q: R0,W0) 234.37 .00 229.07 .000 C0,C1 (no Q: R0,W0) 234.40 .00 229.07 .000 C0,C1 (no Q: R0,W0) 234.47 .00 229.07 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.81 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 229.07 .000 C0,C1 (no Q: R0,W0) 234.57 .00 229.07 .000 C0,C1 (no Q: R0,W0) 234.60 .00 229.07 .000 C0,C1 (no Q: R0,W0) 234.67 .00 229.07 .000 C0,C1 (no Q: R0,W0) 234.70 .00 229.07 .000 C0,C1 (no Q: R0,W0) 234.77 .00 229.07 .000 C0,C1 (no Q: R0,W0) 234.80 .00 229.07 .000 C0,C1 (no Q: R0,W0) 234.87 .00 229.07 .000 C0,C1 (no Q: R0,W0) 234.90 .00 229.07 .000 C0,C1 (no Q: R0,W0) 234.97 .00 229.07 .000 C0,C1 (no Q: R0,W0) 235.00 .00 229.07 .000 C0,C1 (no Q: R0,W0) 235.07 .00 229.07 .000 C0,C1 (no Q: R0,W0) 235.10 .00 229.07 .000 C0,C1 (no Q: R0,W0) 235.17 .00 229.07 .000 C0,C1 (no Q: R0,W0) 235.20 .00 229.07 .000 C0,C1 (no Q: R0,W0) 235.27 .00 229.07 .000 C0,C1 (no Q: R0,W0) 235.30 .00 229.07 .000 C0,C1 (no Q: R0,W0) 235.37 .00 229.07 .000 C0,C1 (no Q: R0,W0) 235.40 .00 229.07 .000 C0,C1 (no Q: R0,W0) 235.47 .00 229.07 .000 C0,C1 (no Q: R0,W0) 235.50 .00 229.07 .000 C0,C1 (no Q: R0,W0) 235.57 .00 229.07 .000 C0,C1 (no Q: R0,W0) 235.60 .00 229.07 .000 C0,C1 (no Q: R0,W0) 235.67 .00 229.07 .000 C0,C1 (no Q: R0,W0) 235.70 .00 229.07 .000 C0,C1 (no Q: R0,W0) 235.77 .00 229.07 .000 C0,C1 (no Q: R0,W0) 235.80 .00 229.07 .000 C0,C1 (no Q: R0,W0) 235.87 .00 229.07 .000 C0,C1 (no Q: R0,W0) 235.90 .00 229.07 .000 C0,C1 (no Q: R0,W0) 235.97 .00 229.07 .000 C0,C1 (no Q: R0,W0) 236.00 .00 229.07 .000 C0,C1 (no Q: R0,W0) 236.10 .00 229.07 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.82 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 229.07 .000 C0,C1 (no Q: R0,W0) 236.30 .00 229.07 .000 C0,C1 (no Q: R0,W0) 236.40 .00 229.07 .000 C0,C1 (no Q: R0,W0) 236.50 .00 229.07 .000 C0,C1 (no Q: R0,W0) 236.60 .00 229.07 .000 C0,C1 (no Q: R0,W0) 236.70 .00 229.07 .000 C0,C1 (no Q: R0,W0) 236.80 .00 229.07 .000 C0,C1 (no Q: R0,W0) 236.90 .01 229.07 .000 C0,C1 (no Q: R0,W0) 237.00 .10 229.07 .000 C0,C1 (no Q: R0,W0) 237.10 .25 229.07 .000 C0,C1 (no Q: R0,W0) 237.20 .47 229.07 .000 C0,C1 (no Q: R0,W0) 237.30 .77 229.07 .000 C0,C1 (no Q: R0,W0) 237.40 1.08 229.07 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 229.07 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 229.07 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 229.07 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 229.07 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 229.07 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 229.07 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 229.07 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 229.07 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 229.07 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 229.07 .000 C0,C1 (no Q: R0,W0) 238.50 5.66 229.07 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 229.07 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 229.07 .000 C0,C1 (no Q: R0,W0) 238.80 6.81 229.07 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 229.07 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 229.07 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 229.07 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 229.07 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 229.07 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.83 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 229.07 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 229.07 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 229.07 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 229.07 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 229.07 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 229.07 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 229.07 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 229.07 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 229.07 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 229.07 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 229.07 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 229.07 .000 R0,C0,C1,W0 240.40 40.36 229.07 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 229.07 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 229.07 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 229.07 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 229.07 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 229.07 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 229.07 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 229.07 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 229.07 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 229.07 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 229.07 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 229.07 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 229.07 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 229.07 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 229.07 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 229.07 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 229.07 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.84 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 229.17 .000 (no Q: R0,C0,C1,W0) 233.04 .00 229.17 .000 (no Q: R0,C0,C1,W0) 233.07 .00 229.17 .000 (no Q: R0,C0,C1,W0) 233.10 .00 229.17 .000 (no Q: R0,C0,C1,W0) 233.17 .00 229.17 .000 (no Q: R0,C0,C1,W0) 233.18 .00 229.17 .000 (no Q: R0,C0,C1,W0) 233.20 .00 229.17 .000 C0,C1 (no Q: R0,W0) 233.27 .00 229.17 .000 C0,C1 (no Q: R0,W0) 233.30 .00 229.17 .000 C0,C1 (no Q: R0,W0) 233.37 .00 229.17 .000 C0,C1 (no Q: R0,W0) 233.40 .00 229.17 .000 C0,C1 (no Q: R0,W0) 233.47 .00 229.17 .000 C0,C1 (no Q: R0,W0) 233.50 .00 229.17 .000 C0,C1 (no Q: R0,W0) 233.57 .00 229.17 .000 C0,C1 (no Q: R0,W0) 233.60 .00 229.17 .000 C0,C1 (no Q: R0,W0) 233.67 .00 229.17 .000 C0,C1 (no Q: R0,W0) 233.70 .00 229.17 .000 C0,C1 (no Q: R0,W0) 233.77 .00 229.17 .000 C0,C1 (no Q: R0,W0) 233.80 .00 229.17 .000 C0,C1 (no Q: R0,W0) 233.87 .00 229.17 .000 C0,C1 (no Q: R0,W0) 233.90 .00 229.17 .000 C0,C1 (no Q: R0,W0) 233.97 .00 229.17 .000 C0,C1 (no Q: R0,W0) 234.00 .00 229.17 .000 C0,C1 (no Q: R0,W0) 234.07 .00 229.17 .000 C0,C1 (no Q: R0,W0) 234.10 .00 229.17 .000 C0,C1 (no Q: R0,W0) 234.17 .00 229.17 .000 C0,C1 (no Q: R0,W0) 234.20 .00 229.17 .000 C0,C1 (no Q: R0,W0) 234.27 .00 229.17 .000 C0,C1 (no Q: R0,W0) 234.30 .00 229.17 .000 C0,C1 (no Q: R0,W0) 234.37 .00 229.17 .000 C0,C1 (no Q: R0,W0) 234.40 .00 229.17 .000 C0,C1 (no Q: R0,W0) 234.47 .00 229.17 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.85 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 229.17 .000 C0,C1 (no Q: R0,W0) 234.57 .00 229.17 .000 C0,C1 (no Q: R0,W0) 234.60 .00 229.17 .000 C0,C1 (no Q: R0,W0) 234.67 .00 229.17 .000 C0,C1 (no Q: R0,W0) 234.70 .00 229.17 .000 C0,C1 (no Q: R0,W0) 234.77 .00 229.17 .000 C0,C1 (no Q: R0,W0) 234.80 .00 229.17 .000 C0,C1 (no Q: R0,W0) 234.87 .00 229.17 .000 C0,C1 (no Q: R0,W0) 234.90 .00 229.17 .000 C0,C1 (no Q: R0,W0) 234.97 .00 229.17 .000 C0,C1 (no Q: R0,W0) 235.00 .00 229.17 .000 C0,C1 (no Q: R0,W0) 235.07 .00 229.17 .000 C0,C1 (no Q: R0,W0) 235.10 .00 229.17 .000 C0,C1 (no Q: R0,W0) 235.17 .00 229.17 .000 C0,C1 (no Q: R0,W0) 235.20 .00 229.17 .000 C0,C1 (no Q: R0,W0) 235.27 .00 229.17 .000 C0,C1 (no Q: R0,W0) 235.30 .00 229.17 .000 C0,C1 (no Q: R0,W0) 235.37 .00 229.17 .000 C0,C1 (no Q: R0,W0) 235.40 .00 229.17 .000 C0,C1 (no Q: R0,W0) 235.47 .00 229.17 .000 C0,C1 (no Q: R0,W0) 235.50 .00 229.17 .000 C0,C1 (no Q: R0,W0) 235.57 .00 229.17 .000 C0,C1 (no Q: R0,W0) 235.60 .00 229.17 .000 C0,C1 (no Q: R0,W0) 235.67 .00 229.17 .000 C0,C1 (no Q: R0,W0) 235.70 .00 229.17 .000 C0,C1 (no Q: R0,W0) 235.77 .00 229.17 .000 C0,C1 (no Q: R0,W0) 235.80 .00 229.17 .000 C0,C1 (no Q: R0,W0) 235.87 .00 229.17 .000 C0,C1 (no Q: R0,W0) 235.90 .00 229.17 .000 C0,C1 (no Q: R0,W0) 235.97 .00 229.17 .000 C0,C1 (no Q: R0,W0) 236.00 .00 229.17 .000 C0,C1 (no Q: R0,W0) 236.10 .00 229.17 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.86 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 229.17 .000 C0,C1 (no Q: R0,W0) 236.30 .00 229.17 .000 C0,C1 (no Q: R0,W0) 236.40 .00 229.17 .000 C0,C1 (no Q: R0,W0) 236.50 .00 229.17 .000 C0,C1 (no Q: R0,W0) 236.60 .00 229.17 .000 C0,C1 (no Q: R0,W0) 236.70 .00 229.17 .000 C0,C1 (no Q: R0,W0) 236.80 .00 229.17 .000 C0,C1 (no Q: R0,W0) 236.90 .01 229.17 .000 C0,C1 (no Q: R0,W0) 237.00 .10 229.17 .000 C0,C1 (no Q: R0,W0) 237.10 .25 229.17 .000 C0,C1 (no Q: R0,W0) 237.20 .47 229.17 .000 C0,C1 (no Q: R0,W0) 237.30 .77 229.17 .000 C0,C1 (no Q: R0,W0) 237.40 1.08 229.17 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 229.17 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 229.17 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 229.17 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 229.17 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 229.17 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 229.17 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 229.17 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 229.17 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 229.17 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 229.17 .000 C0,C1 (no Q: R0,W0) 238.50 5.66 229.17 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 229.17 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 229.17 .000 C0,C1 (no Q: R0,W0) 238.80 6.81 229.17 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 229.17 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 229.17 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 229.17 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 229.17 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 229.17 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.87 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 229.17 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 229.17 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 229.17 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 229.17 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 229.17 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 229.17 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 229.17 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 229.17 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 229.17 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 229.17 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 229.17 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 229.17 .000 R0,C0,C1,W0 240.40 40.36 229.17 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 229.17 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 229.17 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 229.17 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 229.17 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 229.17 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 229.17 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 229.17 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 229.17 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 229.17 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 229.17 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 229.17 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 229.17 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 229.17 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 229.17 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 229.17 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 229.17 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.88 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 229.27 .000 (no Q: R0,C0,C1,W0) 233.04 .00 229.27 .000 (no Q: R0,C0,C1,W0) 233.07 .00 229.27 .000 (no Q: R0,C0,C1,W0) 233.10 .00 229.27 .000 (no Q: R0,C0,C1,W0) 233.17 .00 229.27 .000 (no Q: R0,C0,C1,W0) 233.18 .00 229.27 .000 (no Q: R0,C0,C1,W0) 233.20 .00 229.27 .000 C0,C1 (no Q: R0,W0) 233.27 .00 229.27 .000 C0,C1 (no Q: R0,W0) 233.30 .00 229.27 .000 C0,C1 (no Q: R0,W0) 233.37 .00 229.27 .000 C0,C1 (no Q: R0,W0) 233.40 .00 229.27 .000 C0,C1 (no Q: R0,W0) 233.47 .00 229.27 .000 C0,C1 (no Q: R0,W0) 233.50 .00 229.27 .000 C0,C1 (no Q: R0,W0) 233.57 .00 229.27 .000 C0,C1 (no Q: R0,W0) 233.60 .00 229.27 .000 C0,C1 (no Q: R0,W0) 233.67 .00 229.27 .000 C0,C1 (no Q: R0,W0) 233.70 .00 229.27 .000 C0,C1 (no Q: R0,W0) 233.77 .00 229.27 .000 C0,C1 (no Q: R0,W0) 233.80 .00 229.27 .000 C0,C1 (no Q: R0,W0) 233.87 .00 229.27 .000 C0,C1 (no Q: R0,W0) 233.90 .00 229.27 .000 C0,C1 (no Q: R0,W0) 233.97 .00 229.27 .000 C0,C1 (no Q: R0,W0) 234.00 .00 229.27 .000 C0,C1 (no Q: R0,W0) 234.07 .00 229.27 .000 C0,C1 (no Q: R0,W0) 234.10 .00 229.27 .000 C0,C1 (no Q: R0,W0) 234.17 .00 229.27 .000 C0,C1 (no Q: R0,W0) 234.20 .00 229.27 .000 C0,C1 (no Q: R0,W0) 234.27 .00 229.27 .000 C0,C1 (no Q: R0,W0) 234.30 .00 229.27 .000 C0,C1 (no Q: R0,W0) 234.37 .00 229.27 .000 C0,C1 (no Q: R0,W0) 234.40 .00 229.27 .000 C0,C1 (no Q: R0,W0) 234.47 .00 229.27 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.89 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 229.27 .000 C0,C1 (no Q: R0,W0) 234.57 .00 229.27 .000 C0,C1 (no Q: R0,W0) 234.60 .00 229.27 .000 C0,C1 (no Q: R0,W0) 234.67 .00 229.27 .000 C0,C1 (no Q: R0,W0) 234.70 .00 229.27 .000 C0,C1 (no Q: R0,W0) 234.77 .00 229.27 .000 C0,C1 (no Q: R0,W0) 234.80 .00 229.27 .000 C0,C1 (no Q: R0,W0) 234.87 .00 229.27 .000 C0,C1 (no Q: R0,W0) 234.90 .00 229.27 .000 C0,C1 (no Q: R0,W0) 234.97 .00 229.27 .000 C0,C1 (no Q: R0,W0) 235.00 .00 229.27 .000 C0,C1 (no Q: R0,W0) 235.07 .00 229.27 .000 C0,C1 (no Q: R0,W0) 235.10 .00 229.27 .000 C0,C1 (no Q: R0,W0) 235.17 .00 229.27 .000 C0,C1 (no Q: R0,W0) 235.20 .00 229.27 .000 C0,C1 (no Q: R0,W0) 235.27 .00 229.27 .000 C0,C1 (no Q: R0,W0) 235.30 .00 229.27 .000 C0,C1 (no Q: R0,W0) 235.37 .00 229.27 .000 C0,C1 (no Q: R0,W0) 235.40 .00 229.27 .000 C0,C1 (no Q: R0,W0) 235.47 .00 229.27 .000 C0,C1 (no Q: R0,W0) 235.50 .00 229.27 .000 C0,C1 (no Q: R0,W0) 235.57 .00 229.27 .000 C0,C1 (no Q: R0,W0) 235.60 .00 229.27 .000 C0,C1 (no Q: R0,W0) 235.67 .00 229.27 .000 C0,C1 (no Q: R0,W0) 235.70 .00 229.27 .000 C0,C1 (no Q: R0,W0) 235.77 .00 229.27 .000 C0,C1 (no Q: R0,W0) 235.80 .00 229.27 .000 C0,C1 (no Q: R0,W0) 235.87 .00 229.27 .000 C0,C1 (no Q: R0,W0) 235.90 .00 229.27 .000 C0,C1 (no Q: R0,W0) 235.97 .00 229.27 .000 C0,C1 (no Q: R0,W0) 236.00 .00 229.27 .000 C0,C1 (no Q: R0,W0) 236.10 .00 229.27 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.90 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 229.27 .000 C0,C1 (no Q: R0,W0) 236.30 .00 229.27 .000 C0,C1 (no Q: R0,W0) 236.40 .00 229.27 .000 C0,C1 (no Q: R0,W0) 236.50 .00 229.27 .000 C0,C1 (no Q: R0,W0) 236.60 .00 229.27 .000 C0,C1 (no Q: R0,W0) 236.70 .00 229.27 .000 C0,C1 (no Q: R0,W0) 236.80 .00 229.27 .000 C0,C1 (no Q: R0,W0) 236.90 .01 229.27 .000 C0,C1 (no Q: R0,W0) 237.00 .10 229.27 .000 C0,C1 (no Q: R0,W0) 237.10 .25 229.27 .000 C0,C1 (no Q: R0,W0) 237.20 .47 229.27 .000 C0,C1 (no Q: R0,W0) 237.30 .77 229.27 .000 C0,C1 (no Q: R0,W0) 237.40 1.08 229.27 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 229.27 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 229.27 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 229.27 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 229.27 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 229.27 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 229.27 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 229.27 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 229.27 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 229.27 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 229.27 .000 C0,C1 (no Q: R0,W0) 238.50 5.66 229.27 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 229.27 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 229.27 .000 C0,C1 (no Q: R0,W0) 238.80 6.81 229.27 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 229.27 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 229.27 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 229.27 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 229.27 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 229.27 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.91 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 229.27 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 229.27 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 229.27 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 229.27 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 229.27 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 229.27 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 229.27 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 229.27 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 229.27 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 229.27 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 229.27 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 229.27 .000 R0,C0,C1,W0 240.40 40.36 229.27 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 229.27 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 229.27 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 229.27 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 229.27 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 229.27 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 229.27 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 229.27 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 229.27 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 229.27 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 229.27 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 229.27 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 229.27 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 229.27 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 229.27 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 229.27 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 229.27 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.92 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 229.37 .000 (no Q: R0,C0,C1,W0) 233.04 .00 229.37 .000 (no Q: R0,C0,C1,W0) 233.07 .00 229.37 .000 (no Q: R0,C0,C1,W0) 233.10 .00 229.37 .000 (no Q: R0,C0,C1,W0) 233.17 .00 229.37 .000 (no Q: R0,C0,C1,W0) 233.18 .00 229.37 .000 (no Q: R0,C0,C1,W0) 233.20 .00 229.37 .000 C0,C1 (no Q: R0,W0) 233.27 .00 229.37 .000 C0,C1 (no Q: R0,W0) 233.30 .00 229.37 .000 C0,C1 (no Q: R0,W0) 233.37 .00 229.37 .000 C0,C1 (no Q: R0,W0) 233.40 .00 229.37 .000 C0,C1 (no Q: R0,W0) 233.47 .00 229.37 .000 C0,C1 (no Q: R0,W0) 233.50 .00 229.37 .000 C0,C1 (no Q: R0,W0) 233.57 .00 229.37 .000 C0,C1 (no Q: R0,W0) 233.60 .00 229.37 .000 C0,C1 (no Q: R0,W0) 233.67 .00 229.37 .000 C0,C1 (no Q: R0,W0) 233.70 .00 229.37 .000 C0,C1 (no Q: R0,W0) 233.77 .00 229.37 .000 C0,C1 (no Q: R0,W0) 233.80 .00 229.37 .000 C0,C1 (no Q: R0,W0) 233.87 .00 229.37 .000 C0,C1 (no Q: R0,W0) 233.90 .00 229.37 .000 C0,C1 (no Q: R0,W0) 233.97 .00 229.37 .000 C0,C1 (no Q: R0,W0) 234.00 .00 229.37 .000 C0,C1 (no Q: R0,W0) 234.07 .00 229.37 .000 C0,C1 (no Q: R0,W0) 234.10 .00 229.37 .000 C0,C1 (no Q: R0,W0) 234.17 .00 229.37 .000 C0,C1 (no Q: R0,W0) 234.20 .00 229.37 .000 C0,C1 (no Q: R0,W0) 234.27 .00 229.37 .000 C0,C1 (no Q: R0,W0) 234.30 .00 229.37 .000 C0,C1 (no Q: R0,W0) 234.37 .00 229.37 .000 C0,C1 (no Q: R0,W0) 234.40 .00 229.37 .000 C0,C1 (no Q: R0,W0) 234.47 .00 229.37 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.93 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 229.37 .000 C0,C1 (no Q: R0,W0) 234.57 .00 229.37 .000 C0,C1 (no Q: R0,W0) 234.60 .00 229.37 .000 C0,C1 (no Q: R0,W0) 234.67 .00 229.37 .000 C0,C1 (no Q: R0,W0) 234.70 .00 229.37 .000 C0,C1 (no Q: R0,W0) 234.77 .00 229.37 .000 C0,C1 (no Q: R0,W0) 234.80 .00 229.37 .000 C0,C1 (no Q: R0,W0) 234.87 .00 229.37 .000 C0,C1 (no Q: R0,W0) 234.90 .00 229.37 .000 C0,C1 (no Q: R0,W0) 234.97 .00 229.37 .000 C0,C1 (no Q: R0,W0) 235.00 .00 229.37 .000 C0,C1 (no Q: R0,W0) 235.07 .00 229.37 .000 C0,C1 (no Q: R0,W0) 235.10 .00 229.37 .000 C0,C1 (no Q: R0,W0) 235.17 .00 229.37 .000 C0,C1 (no Q: R0,W0) 235.20 .00 229.37 .000 C0,C1 (no Q: R0,W0) 235.27 .00 229.37 .000 C0,C1 (no Q: R0,W0) 235.30 .00 229.37 .000 C0,C1 (no Q: R0,W0) 235.37 .00 229.37 .000 C0,C1 (no Q: R0,W0) 235.40 .00 229.37 .000 C0,C1 (no Q: R0,W0) 235.47 .00 229.37 .000 C0,C1 (no Q: R0,W0) 235.50 .00 229.37 .000 C0,C1 (no Q: R0,W0) 235.57 .00 229.37 .000 C0,C1 (no Q: R0,W0) 235.60 .00 229.37 .000 C0,C1 (no Q: R0,W0) 235.67 .00 229.37 .000 C0,C1 (no Q: R0,W0) 235.70 .00 229.37 .000 C0,C1 (no Q: R0,W0) 235.77 .00 229.37 .000 C0,C1 (no Q: R0,W0) 235.80 .00 229.37 .000 C0,C1 (no Q: R0,W0) 235.87 .00 229.37 .000 C0,C1 (no Q: R0,W0) 235.90 .00 229.37 .000 C0,C1 (no Q: R0,W0) 235.97 .00 229.37 .000 C0,C1 (no Q: R0,W0) 236.00 .00 229.37 .000 C0,C1 (no Q: R0,W0) 236.10 .00 229.37 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.94 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 229.37 .000 C0,C1 (no Q: R0,W0) 236.30 .00 229.37 .000 C0,C1 (no Q: R0,W0) 236.40 .00 229.37 .000 C0,C1 (no Q: R0,W0) 236.50 .00 229.37 .000 C0,C1 (no Q: R0,W0) 236.60 .00 229.37 .000 C0,C1 (no Q: R0,W0) 236.70 .00 229.37 .000 C0,C1 (no Q: R0,W0) 236.80 .00 229.37 .000 C0,C1 (no Q: R0,W0) 236.90 .01 229.37 .000 C0,C1 (no Q: R0,W0) 237.00 .10 229.37 .000 C0,C1 (no Q: R0,W0) 237.10 .25 229.37 .000 C0,C1 (no Q: R0,W0) 237.20 .47 229.37 .000 C0,C1 (no Q: R0,W0) 237.30 .77 229.37 .000 C0,C1 (no Q: R0,W0) 237.40 1.08 229.37 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 229.37 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 229.37 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 229.37 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 229.37 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 229.37 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 229.37 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 229.37 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 229.37 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 229.37 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 229.37 .000 C0,C1 (no Q: R0,W0) 238.50 5.66 229.37 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 229.37 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 229.37 .000 C0,C1 (no Q: R0,W0) 238.80 6.81 229.37 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 229.37 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 229.37 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 229.37 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 229.37 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 229.37 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.95 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 229.37 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 229.37 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 229.37 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 229.37 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 229.37 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 229.37 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 229.37 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 229.37 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 229.37 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 229.37 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 229.37 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 229.37 .000 R0,C0,C1,W0 240.40 40.36 229.37 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 229.37 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 229.37 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 229.37 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 229.37 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 229.37 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 229.37 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 229.37 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 229.37 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 229.37 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 229.37 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 229.37 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 229.37 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 229.37 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 229.37 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 229.37 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 229.37 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.96 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 229.47 .000 (no Q: R0,C0,C1,W0) 233.04 .00 229.47 .000 (no Q: R0,C0,C1,W0) 233.07 .00 229.47 .000 (no Q: R0,C0,C1,W0) 233.10 .00 229.47 .000 (no Q: R0,C0,C1,W0) 233.17 .00 229.47 .000 (no Q: R0,C0,C1,W0) 233.18 .00 229.47 .000 (no Q: R0,C0,C1,W0) 233.20 .00 229.47 .000 C0,C1 (no Q: R0,W0) 233.27 .00 229.47 .000 C0,C1 (no Q: R0,W0) 233.30 .00 229.47 .000 C0,C1 (no Q: R0,W0) 233.37 .00 229.47 .000 C0,C1 (no Q: R0,W0) 233.40 .00 229.47 .000 C0,C1 (no Q: R0,W0) 233.47 .00 229.47 .000 C0,C1 (no Q: R0,W0) 233.50 .00 229.47 .000 C0,C1 (no Q: R0,W0) 233.57 .00 229.47 .000 C0,C1 (no Q: R0,W0) 233.60 .00 229.47 .000 C0,C1 (no Q: R0,W0) 233.67 .00 229.47 .000 C0,C1 (no Q: R0,W0) 233.70 .00 229.47 .000 C0,C1 (no Q: R0,W0) 233.77 .00 229.47 .000 C0,C1 (no Q: R0,W0) 233.80 .00 229.47 .000 C0,C1 (no Q: R0,W0) 233.87 .00 229.47 .000 C0,C1 (no Q: R0,W0) 233.90 .00 229.47 .000 C0,C1 (no Q: R0,W0) 233.97 .00 229.47 .000 C0,C1 (no Q: R0,W0) 234.00 .00 229.47 .000 C0,C1 (no Q: R0,W0) 234.07 .00 229.47 .000 C0,C1 (no Q: R0,W0) 234.10 .00 229.47 .000 C0,C1 (no Q: R0,W0) 234.17 .00 229.47 .000 C0,C1 (no Q: R0,W0) 234.20 .00 229.47 .000 C0,C1 (no Q: R0,W0) 234.27 .00 229.47 .000 C0,C1 (no Q: R0,W0) 234.30 .00 229.47 .000 C0,C1 (no Q: R0,W0) 234.37 .00 229.47 .000 C0,C1 (no Q: R0,W0) 234.40 .00 229.47 .000 C0,C1 (no Q: R0,W0) 234.47 .00 229.47 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.97 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 229.47 .000 C0,C1 (no Q: R0,W0) 234.57 .00 229.47 .000 C0,C1 (no Q: R0,W0) 234.60 .00 229.47 .000 C0,C1 (no Q: R0,W0) 234.67 .00 229.47 .000 C0,C1 (no Q: R0,W0) 234.70 .00 229.47 .000 C0,C1 (no Q: R0,W0) 234.77 .00 229.47 .000 C0,C1 (no Q: R0,W0) 234.80 .00 229.47 .000 C0,C1 (no Q: R0,W0) 234.87 .00 229.47 .000 C0,C1 (no Q: R0,W0) 234.90 .00 229.47 .000 C0,C1 (no Q: R0,W0) 234.97 .00 229.47 .000 C0,C1 (no Q: R0,W0) 235.00 .00 229.47 .000 C0,C1 (no Q: R0,W0) 235.07 .00 229.47 .000 C0,C1 (no Q: R0,W0) 235.10 .00 229.47 .000 C0,C1 (no Q: R0,W0) 235.17 .00 229.47 .000 C0,C1 (no Q: R0,W0) 235.20 .00 229.47 .000 C0,C1 (no Q: R0,W0) 235.27 .00 229.47 .000 C0,C1 (no Q: R0,W0) 235.30 .00 229.47 .000 C0,C1 (no Q: R0,W0) 235.37 .00 229.47 .000 C0,C1 (no Q: R0,W0) 235.40 .00 229.47 .000 C0,C1 (no Q: R0,W0) 235.47 .00 229.47 .000 C0,C1 (no Q: R0,W0) 235.50 .00 229.47 .000 C0,C1 (no Q: R0,W0) 235.57 .00 229.47 .000 C0,C1 (no Q: R0,W0) 235.60 .00 229.47 .000 C0,C1 (no Q: R0,W0) 235.67 .00 229.47 .000 C0,C1 (no Q: R0,W0) 235.70 .00 229.47 .000 C0,C1 (no Q: R0,W0) 235.77 .00 229.47 .000 C0,C1 (no Q: R0,W0) 235.80 .00 229.47 .000 C0,C1 (no Q: R0,W0) 235.87 .00 229.47 .000 C0,C1 (no Q: R0,W0) 235.90 .00 229.47 .000 C0,C1 (no Q: R0,W0) 235.97 .00 229.47 .000 C0,C1 (no Q: R0,W0) 236.00 .00 229.47 .000 C0,C1 (no Q: R0,W0) 236.10 .00 229.47 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.98 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 229.47 .000 C0,C1 (no Q: R0,W0) 236.30 .00 229.47 .000 C0,C1 (no Q: R0,W0) 236.40 .00 229.47 .000 C0,C1 (no Q: R0,W0) 236.50 .00 229.47 .000 C0,C1 (no Q: R0,W0) 236.60 .00 229.47 .000 C0,C1 (no Q: R0,W0) 236.70 .00 229.47 .000 C0,C1 (no Q: R0,W0) 236.80 .00 229.47 .000 C0,C1 (no Q: R0,W0) 236.90 .01 229.47 .000 C0,C1 (no Q: R0,W0) 237.00 .10 229.47 .000 C0,C1 (no Q: R0,W0) 237.10 .25 229.47 .000 C0,C1 (no Q: R0,W0) 237.20 .47 229.47 .000 C0,C1 (no Q: R0,W0) 237.30 .77 229.47 .000 C0,C1 (no Q: R0,W0) 237.40 1.08 229.47 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 229.47 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 229.47 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 229.47 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 229.47 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 229.47 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 229.47 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 229.47 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 229.47 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 229.47 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 229.47 .000 C0,C1 (no Q: R0,W0) 238.50 5.66 229.47 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 229.47 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 229.47 .000 C0,C1 (no Q: R0,W0) 238.80 6.81 229.47 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 229.47 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 229.47 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 229.47 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 229.47 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 229.47 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.99 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 229.47 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 229.47 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 229.47 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 229.47 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 229.47 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 229.47 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 229.47 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 229.47 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 229.47 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 229.47 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 229.47 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 229.47 .000 R0,C0,C1,W0 240.40 40.36 229.47 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 229.47 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 229.47 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 229.47 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 229.47 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 229.47 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 229.47 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 229.47 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 229.47 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 229.47 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 229.47 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 229.47 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 229.47 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 229.47 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 229.47 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 229.47 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 229.47 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.100 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 229.57 .000 (no Q: R0,C0,C1,W0) 233.04 .00 229.57 .000 (no Q: R0,C0,C1,W0) 233.07 .00 229.57 .000 (no Q: R0,C0,C1,W0) 233.10 .00 229.57 .000 (no Q: R0,C0,C1,W0) 233.17 .00 229.57 .000 (no Q: R0,C0,C1,W0) 233.18 .00 229.57 .000 (no Q: R0,C0,C1,W0) 233.20 .00 229.57 .000 C0,C1 (no Q: R0,W0) 233.27 .00 229.57 .000 C0,C1 (no Q: R0,W0) 233.30 .00 229.57 .000 C0,C1 (no Q: R0,W0) 233.37 .00 229.57 .000 C0,C1 (no Q: R0,W0) 233.40 .00 229.57 .000 C0,C1 (no Q: R0,W0) 233.47 .00 229.57 .000 C0,C1 (no Q: R0,W0) 233.50 .00 229.57 .000 C0,C1 (no Q: R0,W0) 233.57 .00 229.57 .000 C0,C1 (no Q: R0,W0) 233.60 .00 229.57 .000 C0,C1 (no Q: R0,W0) 233.67 .00 229.57 .000 C0,C1 (no Q: R0,W0) 233.70 .00 229.57 .000 C0,C1 (no Q: R0,W0) 233.77 .00 229.57 .000 C0,C1 (no Q: R0,W0) 233.80 .00 229.57 .000 C0,C1 (no Q: R0,W0) 233.87 .00 229.57 .000 C0,C1 (no Q: R0,W0) 233.90 .00 229.57 .000 C0,C1 (no Q: R0,W0) 233.97 .00 229.57 .000 C0,C1 (no Q: R0,W0) 234.00 .00 229.57 .000 C0,C1 (no Q: R0,W0) 234.07 .00 229.57 .000 C0,C1 (no Q: R0,W0) 234.10 .00 229.57 .000 C0,C1 (no Q: R0,W0) 234.17 .00 229.57 .000 C0,C1 (no Q: R0,W0) 234.20 .00 229.57 .000 C0,C1 (no Q: R0,W0) 234.27 .00 229.57 .000 C0,C1 (no Q: R0,W0) 234.30 .00 229.57 .000 C0,C1 (no Q: R0,W0) 234.37 .00 229.57 .000 C0,C1 (no Q: R0,W0) 234.40 .00 229.57 .000 C0,C1 (no Q: R0,W0) 234.47 .00 229.57 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.101 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 229.57 .000 C0,C1 (no Q: R0,W0) 234.57 .00 229.57 .000 C0,C1 (no Q: R0,W0) 234.60 .00 229.57 .000 C0,C1 (no Q: R0,W0) 234.67 .00 229.57 .000 C0,C1 (no Q: R0,W0) 234.70 .00 229.57 .000 C0,C1 (no Q: R0,W0) 234.77 .00 229.57 .000 C0,C1 (no Q: R0,W0) 234.80 .00 229.57 .000 C0,C1 (no Q: R0,W0) 234.87 .00 229.57 .000 C0,C1 (no Q: R0,W0) 234.90 .00 229.57 .000 C0,C1 (no Q: R0,W0) 234.97 .00 229.57 .000 C0,C1 (no Q: R0,W0) 235.00 .00 229.57 .000 C0,C1 (no Q: R0,W0) 235.07 .00 229.57 .000 C0,C1 (no Q: R0,W0) 235.10 .00 229.57 .000 C0,C1 (no Q: R0,W0) 235.17 .00 229.57 .000 C0,C1 (no Q: R0,W0) 235.20 .00 229.57 .000 C0,C1 (no Q: R0,W0) 235.27 .00 229.57 .000 C0,C1 (no Q: R0,W0) 235.30 .00 229.57 .000 C0,C1 (no Q: R0,W0) 235.37 .00 229.57 .000 C0,C1 (no Q: R0,W0) 235.40 .00 229.57 .000 C0,C1 (no Q: R0,W0) 235.47 .00 229.57 .000 C0,C1 (no Q: R0,W0) 235.50 .00 229.57 .000 C0,C1 (no Q: R0,W0) 235.57 .00 229.57 .000 C0,C1 (no Q: R0,W0) 235.60 .00 229.57 .000 C0,C1 (no Q: R0,W0) 235.67 .00 229.57 .000 C0,C1 (no Q: R0,W0) 235.70 .00 229.57 .000 C0,C1 (no Q: R0,W0) 235.77 .00 229.57 .000 C0,C1 (no Q: R0,W0) 235.80 .00 229.57 .000 C0,C1 (no Q: R0,W0) 235.87 .00 229.57 .000 C0,C1 (no Q: R0,W0) 235.90 .00 229.57 .000 C0,C1 (no Q: R0,W0) 235.97 .00 229.57 .000 C0,C1 (no Q: R0,W0) 236.00 .00 229.57 .000 C0,C1 (no Q: R0,W0) 236.10 .00 229.57 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.102 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 229.57 .000 C0,C1 (no Q: R0,W0) 236.30 .00 229.57 .000 C0,C1 (no Q: R0,W0) 236.40 .00 229.57 .000 C0,C1 (no Q: R0,W0) 236.50 .00 229.57 .000 C0,C1 (no Q: R0,W0) 236.60 .00 229.57 .000 C0,C1 (no Q: R0,W0) 236.70 .00 229.57 .000 C0,C1 (no Q: R0,W0) 236.80 .00 229.57 .000 C0,C1 (no Q: R0,W0) 236.90 .01 229.57 .000 C0,C1 (no Q: R0,W0) 237.00 .10 229.57 .000 C0,C1 (no Q: R0,W0) 237.10 .25 229.57 .000 C0,C1 (no Q: R0,W0) 237.20 .47 229.57 .000 C0,C1 (no Q: R0,W0) 237.30 .77 229.57 .000 C0,C1 (no Q: R0,W0) 237.40 1.08 229.57 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 229.57 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 229.57 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 229.57 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 229.57 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 229.57 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 229.57 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 229.57 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 229.57 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 229.57 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 229.57 .000 C0,C1 (no Q: R0,W0) 238.50 5.66 229.57 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 229.57 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 229.57 .000 C0,C1 (no Q: R0,W0) 238.80 6.81 229.57 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 229.57 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 229.57 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 229.57 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 229.57 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 229.57 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.103 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 229.57 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 229.57 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 229.57 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 229.57 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 229.57 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 229.57 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 229.57 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 229.57 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 229.57 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 229.57 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 229.57 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 229.57 .000 R0,C0,C1,W0 240.40 40.36 229.57 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 229.57 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 229.57 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 229.57 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 229.57 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 229.57 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 229.57 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 229.57 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 229.57 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 229.57 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 229.57 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 229.57 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 229.57 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 229.57 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 229.57 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 229.57 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 229.57 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.104 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 229.67 .000 (no Q: R0,C0,C1,W0) 233.04 .00 229.67 .000 (no Q: R0,C0,C1,W0) 233.07 .00 229.67 .000 (no Q: R0,C0,C1,W0) 233.10 .00 229.67 .000 (no Q: R0,C0,C1,W0) 233.17 .00 229.67 .000 (no Q: R0,C0,C1,W0) 233.18 .00 229.67 .000 (no Q: R0,C0,C1,W0) 233.20 .00 229.67 .000 C0,C1 (no Q: R0,W0) 233.27 .00 229.67 .000 C0,C1 (no Q: R0,W0) 233.30 .00 229.67 .000 C0,C1 (no Q: R0,W0) 233.37 .00 229.67 .000 C0,C1 (no Q: R0,W0) 233.40 .00 229.67 .000 C0,C1 (no Q: R0,W0) 233.47 .00 229.67 .000 C0,C1 (no Q: R0,W0) 233.50 .00 229.67 .000 C0,C1 (no Q: R0,W0) 233.57 .00 229.67 .000 C0,C1 (no Q: R0,W0) 233.60 .00 229.67 .000 C0,C1 (no Q: R0,W0) 233.67 .00 229.67 .000 C0,C1 (no Q: R0,W0) 233.70 .00 229.67 .000 C0,C1 (no Q: R0,W0) 233.77 .00 229.67 .000 C0,C1 (no Q: R0,W0) 233.80 .00 229.67 .000 C0,C1 (no Q: R0,W0) 233.87 .00 229.67 .000 C0,C1 (no Q: R0,W0) 233.90 .00 229.67 .000 C0,C1 (no Q: R0,W0) 233.97 .00 229.67 .000 C0,C1 (no Q: R0,W0) 234.00 .00 229.67 .000 C0,C1 (no Q: R0,W0) 234.07 .00 229.67 .000 C0,C1 (no Q: R0,W0) 234.10 .00 229.67 .000 C0,C1 (no Q: R0,W0) 234.17 .00 229.67 .000 C0,C1 (no Q: R0,W0) 234.20 .00 229.67 .000 C0,C1 (no Q: R0,W0) 234.27 .00 229.67 .000 C0,C1 (no Q: R0,W0) 234.30 .00 229.67 .000 C0,C1 (no Q: R0,W0) 234.37 .00 229.67 .000 C0,C1 (no Q: R0,W0) 234.40 .00 229.67 .000 C0,C1 (no Q: R0,W0) 234.47 .00 229.67 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.105 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 229.67 .000 C0,C1 (no Q: R0,W0) 234.57 .00 229.67 .000 C0,C1 (no Q: R0,W0) 234.60 .00 229.67 .000 C0,C1 (no Q: R0,W0) 234.67 .00 229.67 .000 C0,C1 (no Q: R0,W0) 234.70 .00 229.67 .000 C0,C1 (no Q: R0,W0) 234.77 .00 229.67 .000 C0,C1 (no Q: R0,W0) 234.80 .00 229.67 .000 C0,C1 (no Q: R0,W0) 234.87 .00 229.67 .000 C0,C1 (no Q: R0,W0) 234.90 .00 229.67 .000 C0,C1 (no Q: R0,W0) 234.97 .00 229.67 .000 C0,C1 (no Q: R0,W0) 235.00 .00 229.67 .000 C0,C1 (no Q: R0,W0) 235.07 .00 229.67 .000 C0,C1 (no Q: R0,W0) 235.10 .00 229.67 .000 C0,C1 (no Q: R0,W0) 235.17 .00 229.67 .000 C0,C1 (no Q: R0,W0) 235.20 .00 229.67 .000 C0,C1 (no Q: R0,W0) 235.27 .00 229.67 .000 C0,C1 (no Q: R0,W0) 235.30 .00 229.67 .000 C0,C1 (no Q: R0,W0) 235.37 .00 229.67 .000 C0,C1 (no Q: R0,W0) 235.40 .00 229.67 .000 C0,C1 (no Q: R0,W0) 235.47 .00 229.67 .000 C0,C1 (no Q: R0,W0) 235.50 .00 229.67 .000 C0,C1 (no Q: R0,W0) 235.57 .00 229.67 .000 C0,C1 (no Q: R0,W0) 235.60 .00 229.67 .000 C0,C1 (no Q: R0,W0) 235.67 .00 229.67 .000 C0,C1 (no Q: R0,W0) 235.70 .00 229.67 .000 C0,C1 (no Q: R0,W0) 235.77 .00 229.67 .000 C0,C1 (no Q: R0,W0) 235.80 .00 229.67 .000 C0,C1 (no Q: R0,W0) 235.87 .00 229.67 .000 C0,C1 (no Q: R0,W0) 235.90 .00 229.67 .000 C0,C1 (no Q: R0,W0) 235.97 .00 229.67 .000 C0,C1 (no Q: R0,W0) 236.00 .00 229.67 .000 C0,C1 (no Q: R0,W0) 236.10 .00 229.67 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.106 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 229.67 .000 C0,C1 (no Q: R0,W0) 236.30 .00 229.67 .000 C0,C1 (no Q: R0,W0) 236.40 .00 229.67 .000 C0,C1 (no Q: R0,W0) 236.50 .00 229.67 .000 C0,C1 (no Q: R0,W0) 236.60 .00 229.67 .000 C0,C1 (no Q: R0,W0) 236.70 .00 229.67 .000 C0,C1 (no Q: R0,W0) 236.80 .00 229.67 .000 C0,C1 (no Q: R0,W0) 236.90 .01 229.67 .000 C0,C1 (no Q: R0,W0) 237.00 .10 229.67 .000 C0,C1 (no Q: R0,W0) 237.10 .25 229.67 .000 C0,C1 (no Q: R0,W0) 237.20 .47 229.67 .000 C0,C1 (no Q: R0,W0) 237.30 .77 229.67 .000 C0,C1 (no Q: R0,W0) 237.40 1.08 229.67 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 229.67 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 229.67 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 229.67 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 229.67 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 229.67 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 229.67 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 229.67 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 229.67 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 229.67 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 229.67 .000 C0,C1 (no Q: R0,W0) 238.50 5.66 229.67 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 229.67 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 229.67 .000 C0,C1 (no Q: R0,W0) 238.80 6.81 229.67 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 229.67 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 229.67 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 229.67 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 229.67 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 229.67 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.107 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 229.67 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 229.67 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 229.67 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 229.67 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 229.67 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 229.67 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 229.67 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 229.67 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 229.67 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 229.67 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 229.67 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 229.67 .000 R0,C0,C1,W0 240.40 40.36 229.67 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 229.67 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 229.67 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 229.67 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 229.67 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 229.67 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 229.67 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 229.67 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 229.67 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 229.67 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 229.67 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 229.67 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 229.67 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 229.67 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 229.67 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 229.67 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 229.67 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.108 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 229.77 .000 (no Q: R0,C0,C1,W0) 233.04 .00 229.77 .000 (no Q: R0,C0,C1,W0) 233.07 .00 229.77 .000 (no Q: R0,C0,C1,W0) 233.10 .00 229.77 .000 (no Q: R0,C0,C1,W0) 233.17 .00 229.77 .000 (no Q: R0,C0,C1,W0) 233.18 .00 229.77 .000 (no Q: R0,C0,C1,W0) 233.20 .00 229.77 .000 C0,C1 (no Q: R0,W0) 233.27 .00 229.77 .000 C0,C1 (no Q: R0,W0) 233.30 .00 229.77 .000 C0,C1 (no Q: R0,W0) 233.37 .00 229.77 .000 C0,C1 (no Q: R0,W0) 233.40 .00 229.77 .000 C0,C1 (no Q: R0,W0) 233.47 .00 229.77 .000 C0,C1 (no Q: R0,W0) 233.50 .00 229.77 .000 C0,C1 (no Q: R0,W0) 233.57 .00 229.77 .000 C0,C1 (no Q: R0,W0) 233.60 .00 229.77 .000 C0,C1 (no Q: R0,W0) 233.67 .00 229.77 .000 C0,C1 (no Q: R0,W0) 233.70 .00 229.77 .000 C0,C1 (no Q: R0,W0) 233.77 .00 229.77 .000 C0,C1 (no Q: R0,W0) 233.80 .00 229.77 .000 C0,C1 (no Q: R0,W0) 233.87 .00 229.77 .000 C0,C1 (no Q: R0,W0) 233.90 .00 229.77 .000 C0,C1 (no Q: R0,W0) 233.97 .00 229.77 .000 C0,C1 (no Q: R0,W0) 234.00 .00 229.77 .000 C0,C1 (no Q: R0,W0) 234.07 .00 229.77 .000 C0,C1 (no Q: R0,W0) 234.10 .00 229.77 .000 C0,C1 (no Q: R0,W0) 234.17 .00 229.77 .000 C0,C1 (no Q: R0,W0) 234.20 .00 229.77 .000 C0,C1 (no Q: R0,W0) 234.27 .00 229.77 .000 C0,C1 (no Q: R0,W0) 234.30 .00 229.77 .000 C0,C1 (no Q: R0,W0) 234.37 .00 229.77 .000 C0,C1 (no Q: R0,W0) 234.40 .00 229.77 .000 C0,C1 (no Q: R0,W0) 234.47 .00 229.77 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.109 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 229.77 .000 C0,C1 (no Q: R0,W0) 234.57 .00 229.77 .000 C0,C1 (no Q: R0,W0) 234.60 .00 229.77 .000 C0,C1 (no Q: R0,W0) 234.67 .00 229.77 .000 C0,C1 (no Q: R0,W0) 234.70 .00 229.77 .000 C0,C1 (no Q: R0,W0) 234.77 .00 229.77 .000 C0,C1 (no Q: R0,W0) 234.80 .00 229.77 .000 C0,C1 (no Q: R0,W0) 234.87 .00 229.77 .000 C0,C1 (no Q: R0,W0) 234.90 .00 229.77 .000 C0,C1 (no Q: R0,W0) 234.97 .00 229.77 .000 C0,C1 (no Q: R0,W0) 235.00 .00 229.77 .000 C0,C1 (no Q: R0,W0) 235.07 .00 229.77 .000 C0,C1 (no Q: R0,W0) 235.10 .00 229.77 .000 C0,C1 (no Q: R0,W0) 235.17 .00 229.77 .000 C0,C1 (no Q: R0,W0) 235.20 .00 229.77 .000 C0,C1 (no Q: R0,W0) 235.27 .00 229.77 .000 C0,C1 (no Q: R0,W0) 235.30 .00 229.77 .000 C0,C1 (no Q: R0,W0) 235.37 .00 229.77 .000 C0,C1 (no Q: R0,W0) 235.40 .00 229.77 .000 C0,C1 (no Q: R0,W0) 235.47 .00 229.77 .000 C0,C1 (no Q: R0,W0) 235.50 .00 229.77 .000 C0,C1 (no Q: R0,W0) 235.57 .00 229.77 .000 C0,C1 (no Q: R0,W0) 235.60 .00 229.77 .000 C0,C1 (no Q: R0,W0) 235.67 .00 229.77 .000 C0,C1 (no Q: R0,W0) 235.70 .00 229.77 .000 C0,C1 (no Q: R0,W0) 235.77 .00 229.77 .000 C0,C1 (no Q: R0,W0) 235.80 .00 229.77 .000 C0,C1 (no Q: R0,W0) 235.87 .00 229.77 .000 C0,C1 (no Q: R0,W0) 235.90 .00 229.77 .000 C0,C1 (no Q: R0,W0) 235.97 .00 229.77 .000 C0,C1 (no Q: R0,W0) 236.00 .00 229.77 .000 C0,C1 (no Q: R0,W0) 236.10 .00 229.77 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.110 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 229.77 .000 C0,C1 (no Q: R0,W0) 236.30 .00 229.77 .000 C0,C1 (no Q: R0,W0) 236.40 .00 229.77 .000 C0,C1 (no Q: R0,W0) 236.50 .00 229.77 .000 C0,C1 (no Q: R0,W0) 236.60 .00 229.77 .000 C0,C1 (no Q: R0,W0) 236.70 .00 229.77 .000 C0,C1 (no Q: R0,W0) 236.80 .00 229.77 .000 C0,C1 (no Q: R0,W0) 236.90 .01 229.77 .000 C0,C1 (no Q: R0,W0) 237.00 .10 229.77 .000 C0,C1 (no Q: R0,W0) 237.10 .25 229.77 .000 C0,C1 (no Q: R0,W0) 237.20 .47 229.77 .000 C0,C1 (no Q: R0,W0) 237.30 .77 229.77 .000 C0,C1 (no Q: R0,W0) 237.40 1.08 229.77 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 229.77 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 229.77 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 229.77 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 229.77 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 229.77 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 229.77 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 229.77 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 229.77 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 229.77 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 229.77 .000 C0,C1 (no Q: R0,W0) 238.50 5.66 229.77 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 229.77 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 229.77 .000 C0,C1 (no Q: R0,W0) 238.80 6.81 229.77 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 229.77 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 229.77 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 229.77 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 229.77 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 229.77 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.111 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 229.77 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 229.77 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 229.77 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 229.77 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 229.77 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 229.77 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 229.77 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 229.77 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 229.77 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 229.77 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 229.77 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 229.77 .000 R0,C0,C1,W0 240.40 40.36 229.77 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 229.77 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 229.77 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 229.77 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 229.77 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 229.77 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 229.77 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 229.77 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 229.77 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 229.77 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 229.77 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 229.77 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 229.77 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 229.77 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 229.77 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 229.77 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 229.77 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.112 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 229.87 .000 (no Q: R0,C0,C1,W0) 233.04 .00 229.87 .000 (no Q: R0,C0,C1,W0) 233.07 .00 229.87 .000 (no Q: R0,C0,C1,W0) 233.10 .00 229.87 .000 (no Q: R0,C0,C1,W0) 233.17 .00 229.87 .000 (no Q: R0,C0,C1,W0) 233.18 .00 229.87 .000 (no Q: R0,C0,C1,W0) 233.20 .00 229.87 .000 C0,C1 (no Q: R0,W0) 233.27 .00 229.87 .000 C0,C1 (no Q: R0,W0) 233.30 .00 229.87 .000 C0,C1 (no Q: R0,W0) 233.37 .00 229.87 .000 C0,C1 (no Q: R0,W0) 233.40 .00 229.87 .000 C0,C1 (no Q: R0,W0) 233.47 .00 229.87 .000 C0,C1 (no Q: R0,W0) 233.50 .00 229.87 .000 C0,C1 (no Q: R0,W0) 233.57 .00 229.87 .000 C0,C1 (no Q: R0,W0) 233.60 .00 229.87 .000 C0,C1 (no Q: R0,W0) 233.67 .00 229.87 .000 C0,C1 (no Q: R0,W0) 233.70 .00 229.87 .000 C0,C1 (no Q: R0,W0) 233.77 .00 229.87 .000 C0,C1 (no Q: R0,W0) 233.80 .00 229.87 .000 C0,C1 (no Q: R0,W0) 233.87 .00 229.87 .000 C0,C1 (no Q: R0,W0) 233.90 .00 229.87 .000 C0,C1 (no Q: R0,W0) 233.97 .00 229.87 .000 C0,C1 (no Q: R0,W0) 234.00 .00 229.87 .000 C0,C1 (no Q: R0,W0) 234.07 .00 229.87 .000 C0,C1 (no Q: R0,W0) 234.10 .00 229.87 .000 C0,C1 (no Q: R0,W0) 234.17 .00 229.87 .000 C0,C1 (no Q: R0,W0) 234.20 .00 229.87 .000 C0,C1 (no Q: R0,W0) 234.27 .00 229.87 .000 C0,C1 (no Q: R0,W0) 234.30 .00 229.87 .000 C0,C1 (no Q: R0,W0) 234.37 .00 229.87 .000 C0,C1 (no Q: R0,W0) 234.40 .00 229.87 .000 C0,C1 (no Q: R0,W0) 234.47 .00 229.87 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.113 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 229.87 .000 C0,C1 (no Q: R0,W0) 234.57 .00 229.87 .000 C0,C1 (no Q: R0,W0) 234.60 .00 229.87 .000 C0,C1 (no Q: R0,W0) 234.67 .00 229.87 .000 C0,C1 (no Q: R0,W0) 234.70 .00 229.87 .000 C0,C1 (no Q: R0,W0) 234.77 .00 229.87 .000 C0,C1 (no Q: R0,W0) 234.80 .00 229.87 .000 C0,C1 (no Q: R0,W0) 234.87 .00 229.87 .000 C0,C1 (no Q: R0,W0) 234.90 .00 229.87 .000 C0,C1 (no Q: R0,W0) 234.97 .00 229.87 .000 C0,C1 (no Q: R0,W0) 235.00 .00 229.87 .000 C0,C1 (no Q: R0,W0) 235.07 .00 229.87 .000 C0,C1 (no Q: R0,W0) 235.10 .00 229.87 .000 C0,C1 (no Q: R0,W0) 235.17 .00 229.87 .000 C0,C1 (no Q: R0,W0) 235.20 .00 229.87 .000 C0,C1 (no Q: R0,W0) 235.27 .00 229.87 .000 C0,C1 (no Q: R0,W0) 235.30 .00 229.87 .000 C0,C1 (no Q: R0,W0) 235.37 .00 229.87 .000 C0,C1 (no Q: R0,W0) 235.40 .00 229.87 .000 C0,C1 (no Q: R0,W0) 235.47 .00 229.87 .000 C0,C1 (no Q: R0,W0) 235.50 .00 229.87 .000 C0,C1 (no Q: R0,W0) 235.57 .00 229.87 .000 C0,C1 (no Q: R0,W0) 235.60 .00 229.87 .000 C0,C1 (no Q: R0,W0) 235.67 .00 229.87 .000 C0,C1 (no Q: R0,W0) 235.70 .00 229.87 .000 C0,C1 (no Q: R0,W0) 235.77 .00 229.87 .000 C0,C1 (no Q: R0,W0) 235.80 .00 229.87 .000 C0,C1 (no Q: R0,W0) 235.87 .00 229.87 .000 C0,C1 (no Q: R0,W0) 235.90 .00 229.87 .000 C0,C1 (no Q: R0,W0) 235.97 .00 229.87 .000 C0,C1 (no Q: R0,W0) 236.00 .00 229.87 .000 C0,C1 (no Q: R0,W0) 236.10 .00 229.87 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.114 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 229.87 .000 C0,C1 (no Q: R0,W0) 236.30 .00 229.87 .000 C0,C1 (no Q: R0,W0) 236.40 .00 229.87 .000 C0,C1 (no Q: R0,W0) 236.50 .00 229.87 .000 C0,C1 (no Q: R0,W0) 236.60 .00 229.87 .000 C0,C1 (no Q: R0,W0) 236.70 .00 229.87 .000 C0,C1 (no Q: R0,W0) 236.80 .00 229.87 .000 C0,C1 (no Q: R0,W0) 236.90 .01 229.87 .000 C0,C1 (no Q: R0,W0) 237.00 .10 229.87 .000 C0,C1 (no Q: R0,W0) 237.10 .25 229.87 .000 C0,C1 (no Q: R0,W0) 237.20 .47 229.87 .000 C0,C1 (no Q: R0,W0) 237.30 .77 229.87 .000 C0,C1 (no Q: R0,W0) 237.40 1.08 229.87 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 229.87 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 229.87 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 229.87 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 229.87 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 229.87 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 229.87 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 229.87 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 229.87 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 229.87 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 229.87 .000 C0,C1 (no Q: R0,W0) 238.50 5.66 229.87 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 229.87 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 229.87 .000 C0,C1 (no Q: R0,W0) 238.80 6.81 229.87 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 229.87 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 229.87 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 229.87 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 229.87 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 229.87 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.115 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 229.87 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 229.87 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 229.87 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 229.87 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 229.87 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 229.87 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 229.87 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 229.87 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 229.87 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 229.87 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 229.87 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 229.87 .000 R0,C0,C1,W0 240.40 40.36 229.87 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 229.87 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 229.87 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 229.87 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 229.87 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 229.87 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 229.87 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 229.87 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 229.87 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 229.87 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 229.87 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 229.87 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 229.87 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 229.87 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 229.87 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 229.87 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 229.87 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.116 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 229.97 .000 (no Q: R0,C0,C1,W0) 233.04 .00 229.97 .000 (no Q: R0,C0,C1,W0) 233.07 .00 229.97 .000 (no Q: R0,C0,C1,W0) 233.10 .00 229.97 .000 (no Q: R0,C0,C1,W0) 233.17 .00 229.97 .000 (no Q: R0,C0,C1,W0) 233.18 .00 229.97 .000 (no Q: R0,C0,C1,W0) 233.20 .00 229.97 .000 C0,C1 (no Q: R0,W0) 233.27 .00 229.97 .000 C0,C1 (no Q: R0,W0) 233.30 .00 229.97 .000 C0,C1 (no Q: R0,W0) 233.37 .00 229.97 .000 C0,C1 (no Q: R0,W0) 233.40 .00 229.97 .000 C0,C1 (no Q: R0,W0) 233.47 .00 229.97 .000 C0,C1 (no Q: R0,W0) 233.50 .00 229.97 .000 C0,C1 (no Q: R0,W0) 233.57 .00 229.97 .000 C0,C1 (no Q: R0,W0) 233.60 .00 229.97 .000 C0,C1 (no Q: R0,W0) 233.67 .00 229.97 .000 C0,C1 (no Q: R0,W0) 233.70 .00 229.97 .000 C0,C1 (no Q: R0,W0) 233.77 .00 229.97 .000 C0,C1 (no Q: R0,W0) 233.80 .00 229.97 .000 C0,C1 (no Q: R0,W0) 233.87 .00 229.97 .000 C0,C1 (no Q: R0,W0) 233.90 .00 229.97 .000 C0,C1 (no Q: R0,W0) 233.97 .00 229.97 .000 C0,C1 (no Q: R0,W0) 234.00 .00 229.97 .000 C0,C1 (no Q: R0,W0) 234.07 .00 229.97 .000 C0,C1 (no Q: R0,W0) 234.10 .00 229.97 .000 C0,C1 (no Q: R0,W0) 234.17 .00 229.97 .000 C0,C1 (no Q: R0,W0) 234.20 .00 229.97 .000 C0,C1 (no Q: R0,W0) 234.27 .00 229.97 .000 C0,C1 (no Q: R0,W0) 234.30 .00 229.97 .000 C0,C1 (no Q: R0,W0) 234.37 .00 229.97 .000 C0,C1 (no Q: R0,W0) 234.40 .00 229.97 .000 C0,C1 (no Q: R0,W0) 234.47 .00 229.97 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.117 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 229.97 .000 C0,C1 (no Q: R0,W0) 234.57 .00 229.97 .000 C0,C1 (no Q: R0,W0) 234.60 .00 229.97 .000 C0,C1 (no Q: R0,W0) 234.67 .00 229.97 .000 C0,C1 (no Q: R0,W0) 234.70 .00 229.97 .000 C0,C1 (no Q: R0,W0) 234.77 .00 229.97 .000 C0,C1 (no Q: R0,W0) 234.80 .00 229.97 .000 C0,C1 (no Q: R0,W0) 234.87 .00 229.97 .000 C0,C1 (no Q: R0,W0) 234.90 .00 229.97 .000 C0,C1 (no Q: R0,W0) 234.97 .00 229.97 .000 C0,C1 (no Q: R0,W0) 235.00 .00 229.97 .000 C0,C1 (no Q: R0,W0) 235.07 .00 229.97 .000 C0,C1 (no Q: R0,W0) 235.10 .00 229.97 .000 C0,C1 (no Q: R0,W0) 235.17 .00 229.97 .000 C0,C1 (no Q: R0,W0) 235.20 .00 229.97 .000 C0,C1 (no Q: R0,W0) 235.27 .00 229.97 .000 C0,C1 (no Q: R0,W0) 235.30 .00 229.97 .000 C0,C1 (no Q: R0,W0) 235.37 .00 229.97 .000 C0,C1 (no Q: R0,W0) 235.40 .00 229.97 .000 C0,C1 (no Q: R0,W0) 235.47 .00 229.97 .000 C0,C1 (no Q: R0,W0) 235.50 .00 229.97 .000 C0,C1 (no Q: R0,W0) 235.57 .00 229.97 .000 C0,C1 (no Q: R0,W0) 235.60 .00 229.97 .000 C0,C1 (no Q: R0,W0) 235.67 .00 229.97 .000 C0,C1 (no Q: R0,W0) 235.70 .00 229.97 .000 C0,C1 (no Q: R0,W0) 235.77 .00 229.97 .000 C0,C1 (no Q: R0,W0) 235.80 .00 229.97 .000 C0,C1 (no Q: R0,W0) 235.87 .00 229.97 .000 C0,C1 (no Q: R0,W0) 235.90 .00 229.97 .000 C0,C1 (no Q: R0,W0) 235.97 .00 229.97 .000 C0,C1 (no Q: R0,W0) 236.00 .00 229.97 .000 C0,C1 (no Q: R0,W0) 236.10 .00 229.97 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.118 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 229.97 .000 C0,C1 (no Q: R0,W0) 236.30 .00 229.97 .000 C0,C1 (no Q: R0,W0) 236.40 .00 229.97 .000 C0,C1 (no Q: R0,W0) 236.50 .00 229.97 .000 C0,C1 (no Q: R0,W0) 236.60 .00 229.97 .000 C0,C1 (no Q: R0,W0) 236.70 .00 229.97 .000 C0,C1 (no Q: R0,W0) 236.80 .00 229.97 .000 C0,C1 (no Q: R0,W0) 236.90 .01 229.97 .000 C0,C1 (no Q: R0,W0) 237.00 .10 229.97 .000 C0,C1 (no Q: R0,W0) 237.10 .25 229.97 .000 C0,C1 (no Q: R0,W0) 237.20 .47 229.97 .000 C0,C1 (no Q: R0,W0) 237.30 .77 229.97 .000 C0,C1 (no Q: R0,W0) 237.40 1.08 229.97 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 229.97 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 229.97 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 229.97 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 229.97 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 229.97 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 229.97 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 229.97 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 229.97 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 229.97 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 229.97 .000 C0,C1 (no Q: R0,W0) 238.50 5.66 229.97 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 229.97 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 229.97 .000 C0,C1 (no Q: R0,W0) 238.80 6.81 229.97 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 229.97 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 229.97 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 229.97 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 229.97 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 229.97 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.119 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 229.97 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 229.97 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 229.97 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 229.97 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 229.97 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 229.97 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 229.97 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 229.97 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 229.97 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 229.97 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 229.97 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 229.97 .000 R0,C0,C1,W0 240.40 40.36 229.97 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 229.97 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 229.97 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 229.97 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 229.97 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 229.97 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 229.97 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 229.97 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 229.97 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 229.97 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 229.97 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 229.97 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 229.97 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 229.97 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 229.97 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 229.97 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 229.97 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.120 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 230.07 .000 (no Q: R0,C0,C1,W0) 233.04 .00 230.07 .000 (no Q: R0,C0,C1,W0) 233.07 .00 230.07 .000 (no Q: R0,C0,C1,W0) 233.10 .00 230.07 .000 (no Q: R0,C0,C1,W0) 233.17 .00 230.07 .000 (no Q: R0,C0,C1,W0) 233.18 .00 230.07 .000 (no Q: R0,C0,C1,W0) 233.20 .00 230.07 .000 C0,C1 (no Q: R0,W0) 233.27 .00 230.07 .000 C0,C1 (no Q: R0,W0) 233.30 .00 230.07 .000 C0,C1 (no Q: R0,W0) 233.37 .00 230.07 .000 C0,C1 (no Q: R0,W0) 233.40 .00 230.07 .000 C0,C1 (no Q: R0,W0) 233.47 .00 230.07 .000 C0,C1 (no Q: R0,W0) 233.50 .00 230.07 .000 C0,C1 (no Q: R0,W0) 233.57 .00 230.07 .000 C0,C1 (no Q: R0,W0) 233.60 .00 230.07 .000 C0,C1 (no Q: R0,W0) 233.67 .00 230.07 .000 C0,C1 (no Q: R0,W0) 233.70 .00 230.07 .000 C0,C1 (no Q: R0,W0) 233.77 .00 230.07 .000 C0,C1 (no Q: R0,W0) 233.80 .00 230.07 .000 C0,C1 (no Q: R0,W0) 233.87 .00 230.07 .000 C0,C1 (no Q: R0,W0) 233.90 .00 230.07 .000 C0,C1 (no Q: R0,W0) 233.97 .00 230.07 .000 C0,C1 (no Q: R0,W0) 234.00 .00 230.07 .000 C0,C1 (no Q: R0,W0) 234.07 .00 230.07 .000 C0,C1 (no Q: R0,W0) 234.10 .00 230.07 .000 C0,C1 (no Q: R0,W0) 234.17 .00 230.07 .000 C0,C1 (no Q: R0,W0) 234.20 .00 230.07 .000 C0,C1 (no Q: R0,W0) 234.27 .00 230.07 .000 C0,C1 (no Q: R0,W0) 234.30 .00 230.07 .000 C0,C1 (no Q: R0,W0) 234.37 .00 230.07 .000 C0,C1 (no Q: R0,W0) 234.40 .00 230.07 .000 C0,C1 (no Q: R0,W0) 234.47 .00 230.07 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.121 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 230.07 .000 C0,C1 (no Q: R0,W0) 234.57 .00 230.07 .000 C0,C1 (no Q: R0,W0) 234.60 .00 230.07 .000 C0,C1 (no Q: R0,W0) 234.67 .00 230.07 .000 C0,C1 (no Q: R0,W0) 234.70 .00 230.07 .000 C0,C1 (no Q: R0,W0) 234.77 .00 230.07 .000 C0,C1 (no Q: R0,W0) 234.80 .00 230.07 .000 C0,C1 (no Q: R0,W0) 234.87 .00 230.07 .000 C0,C1 (no Q: R0,W0) 234.90 .00 230.07 .000 C0,C1 (no Q: R0,W0) 234.97 .00 230.07 .000 C0,C1 (no Q: R0,W0) 235.00 .00 230.07 .000 C0,C1 (no Q: R0,W0) 235.07 .00 230.07 .000 C0,C1 (no Q: R0,W0) 235.10 .00 230.07 .000 C0,C1 (no Q: R0,W0) 235.17 .00 230.07 .000 C0,C1 (no Q: R0,W0) 235.20 .00 230.07 .000 C0,C1 (no Q: R0,W0) 235.27 .00 230.07 .000 C0,C1 (no Q: R0,W0) 235.30 .00 230.07 .000 C0,C1 (no Q: R0,W0) 235.37 .00 230.07 .000 C0,C1 (no Q: R0,W0) 235.40 .00 230.07 .000 C0,C1 (no Q: R0,W0) 235.47 .00 230.07 .000 C0,C1 (no Q: R0,W0) 235.50 .00 230.07 .000 C0,C1 (no Q: R0,W0) 235.57 .00 230.07 .000 C0,C1 (no Q: R0,W0) 235.60 .00 230.07 .000 C0,C1 (no Q: R0,W0) 235.67 .00 230.07 .000 C0,C1 (no Q: R0,W0) 235.70 .00 230.07 .000 C0,C1 (no Q: R0,W0) 235.77 .00 230.07 .000 C0,C1 (no Q: R0,W0) 235.80 .00 230.07 .000 C0,C1 (no Q: R0,W0) 235.87 .00 230.07 .000 C0,C1 (no Q: R0,W0) 235.90 .00 230.07 .000 C0,C1 (no Q: R0,W0) 235.97 .00 230.07 .000 C0,C1 (no Q: R0,W0) 236.00 .00 230.07 .000 C0,C1 (no Q: R0,W0) 236.10 .00 230.07 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.122 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 230.07 .000 C0,C1 (no Q: R0,W0) 236.30 .00 230.07 .000 C0,C1 (no Q: R0,W0) 236.40 .00 230.07 .000 C0,C1 (no Q: R0,W0) 236.50 .00 230.07 .000 C0,C1 (no Q: R0,W0) 236.60 .00 230.07 .000 C0,C1 (no Q: R0,W0) 236.70 .00 230.07 .000 C0,C1 (no Q: R0,W0) 236.80 .00 230.07 .000 C0,C1 (no Q: R0,W0) 236.90 .01 230.07 .000 C0,C1 (no Q: R0,W0) 237.00 .10 230.07 .000 C0,C1 (no Q: R0,W0) 237.10 .25 230.07 .000 C0,C1 (no Q: R0,W0) 237.20 .47 230.07 .000 C0,C1 (no Q: R0,W0) 237.30 .77 230.07 .000 C0,C1 (no Q: R0,W0) 237.40 1.08 230.07 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 230.07 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 230.07 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 230.07 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 230.07 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 230.07 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 230.07 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 230.07 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 230.07 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 230.07 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 230.07 .000 C0,C1 (no Q: R0,W0) 238.50 5.66 230.07 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 230.07 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 230.07 .000 C0,C1 (no Q: R0,W0) 238.80 6.81 230.07 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 230.07 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 230.07 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 230.07 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 230.07 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 230.07 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.123 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 230.07 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 230.07 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 230.07 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 230.07 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 230.07 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 230.07 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 230.07 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 230.07 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 230.07 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 230.07 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 230.07 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 230.07 .000 R0,C0,C1,W0 240.40 40.36 230.07 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 230.07 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 230.07 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 230.07 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 230.07 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 230.07 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 230.07 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 230.07 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 230.07 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 230.07 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 230.07 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 230.07 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 230.07 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 230.07 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 230.07 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 230.07 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 230.07 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.124 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 230.17 .000 (no Q: R0,C0,C1,W0) 233.04 .00 230.17 .000 (no Q: R0,C0,C1,W0) 233.07 .00 230.17 .000 (no Q: R0,C0,C1,W0) 233.10 .00 230.17 .000 (no Q: R0,C0,C1,W0) 233.17 .00 230.17 .000 (no Q: R0,C0,C1,W0) 233.18 .00 230.17 .000 (no Q: R0,C0,C1,W0) 233.20 .00 230.17 .000 C0,C1 (no Q: R0,W0) 233.27 .00 230.17 .000 C0,C1 (no Q: R0,W0) 233.30 .00 230.17 .000 C0,C1 (no Q: R0,W0) 233.37 .00 230.17 .000 C0,C1 (no Q: R0,W0) 233.40 .00 230.17 .000 C0,C1 (no Q: R0,W0) 233.47 .00 230.17 .000 C0,C1 (no Q: R0,W0) 233.50 .00 230.17 .000 C0,C1 (no Q: R0,W0) 233.57 .00 230.17 .000 C0,C1 (no Q: R0,W0) 233.60 .00 230.17 .000 C0,C1 (no Q: R0,W0) 233.67 .00 230.17 .000 C0,C1 (no Q: R0,W0) 233.70 .00 230.17 .000 C0,C1 (no Q: R0,W0) 233.77 .00 230.17 .000 C0,C1 (no Q: R0,W0) 233.80 .00 230.17 .000 C0,C1 (no Q: R0,W0) 233.87 .00 230.17 .000 C0,C1 (no Q: R0,W0) 233.90 .00 230.17 .000 C0,C1 (no Q: R0,W0) 233.97 .00 230.17 .000 C0,C1 (no Q: R0,W0) 234.00 .00 230.17 .000 C0,C1 (no Q: R0,W0) 234.07 .00 230.17 .000 C0,C1 (no Q: R0,W0) 234.10 .00 230.17 .000 C0,C1 (no Q: R0,W0) 234.17 .00 230.17 .000 C0,C1 (no Q: R0,W0) 234.20 .00 230.17 .000 C0,C1 (no Q: R0,W0) 234.27 .00 230.17 .000 C0,C1 (no Q: R0,W0) 234.30 .00 230.17 .000 C0,C1 (no Q: R0,W0) 234.37 .00 230.17 .000 C0,C1 (no Q: R0,W0) 234.40 .00 230.17 .000 C0,C1 (no Q: R0,W0) 234.47 .00 230.17 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.125 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 230.17 .000 C0,C1 (no Q: R0,W0) 234.57 .00 230.17 .000 C0,C1 (no Q: R0,W0) 234.60 .00 230.17 .000 C0,C1 (no Q: R0,W0) 234.67 .00 230.17 .000 C0,C1 (no Q: R0,W0) 234.70 .00 230.17 .000 C0,C1 (no Q: R0,W0) 234.77 .00 230.17 .000 C0,C1 (no Q: R0,W0) 234.80 .00 230.17 .000 C0,C1 (no Q: R0,W0) 234.87 .00 230.17 .000 C0,C1 (no Q: R0,W0) 234.90 .00 230.17 .000 C0,C1 (no Q: R0,W0) 234.97 .00 230.17 .000 C0,C1 (no Q: R0,W0) 235.00 .00 230.17 .000 C0,C1 (no Q: R0,W0) 235.07 .00 230.17 .000 C0,C1 (no Q: R0,W0) 235.10 .00 230.17 .000 C0,C1 (no Q: R0,W0) 235.17 .00 230.17 .000 C0,C1 (no Q: R0,W0) 235.20 .00 230.17 .000 C0,C1 (no Q: R0,W0) 235.27 .00 230.17 .000 C0,C1 (no Q: R0,W0) 235.30 .00 230.17 .000 C0,C1 (no Q: R0,W0) 235.37 .00 230.17 .000 C0,C1 (no Q: R0,W0) 235.40 .00 230.17 .000 C0,C1 (no Q: R0,W0) 235.47 .00 230.17 .000 C0,C1 (no Q: R0,W0) 235.50 .00 230.17 .000 C0,C1 (no Q: R0,W0) 235.57 .00 230.17 .000 C0,C1 (no Q: R0,W0) 235.60 .00 230.17 .000 C0,C1 (no Q: R0,W0) 235.67 .00 230.17 .000 C0,C1 (no Q: R0,W0) 235.70 .00 230.17 .000 C0,C1 (no Q: R0,W0) 235.77 .00 230.17 .000 C0,C1 (no Q: R0,W0) 235.80 .00 230.17 .000 C0,C1 (no Q: R0,W0) 235.87 .00 230.17 .000 C0,C1 (no Q: R0,W0) 235.90 .00 230.17 .000 C0,C1 (no Q: R0,W0) 235.97 .00 230.17 .000 C0,C1 (no Q: R0,W0) 236.00 .00 230.17 .000 C0,C1 (no Q: R0,W0) 236.10 .00 230.17 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.126 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 230.17 .000 C0,C1 (no Q: R0,W0) 236.30 .00 230.17 .000 C0,C1 (no Q: R0,W0) 236.40 .00 230.17 .000 C0,C1 (no Q: R0,W0) 236.50 .00 230.17 .000 C0,C1 (no Q: R0,W0) 236.60 .00 230.17 .000 C0,C1 (no Q: R0,W0) 236.70 .00 230.17 .000 C0,C1 (no Q: R0,W0) 236.80 .00 230.17 .000 C0,C1 (no Q: R0,W0) 236.90 .01 230.17 .000 C0,C1 (no Q: R0,W0) 237.00 .10 230.17 .000 C0,C1 (no Q: R0,W0) 237.10 .25 230.17 .000 C0,C1 (no Q: R0,W0) 237.20 .47 230.17 .000 C0,C1 (no Q: R0,W0) 237.30 .77 230.17 .000 C0,C1 (no Q: R0,W0) 237.40 1.08 230.17 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 230.17 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 230.17 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 230.17 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 230.17 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 230.17 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 230.17 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 230.17 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 230.17 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 230.17 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 230.17 .000 C0,C1 (no Q: R0,W0) 238.50 5.66 230.17 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 230.17 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 230.17 .000 C0,C1 (no Q: R0,W0) 238.80 6.81 230.17 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 230.17 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 230.17 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 230.17 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 230.17 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 230.17 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.127 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 230.17 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 230.17 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 230.17 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 230.17 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 230.17 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 230.17 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 230.17 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 230.17 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 230.17 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 230.17 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 230.17 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 230.17 .000 R0,C0,C1,W0 240.40 40.36 230.17 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 230.17 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 230.17 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 230.17 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 230.17 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 230.17 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 230.17 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 230.17 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 230.17 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 230.17 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 230.17 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 230.17 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 230.17 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 230.17 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 230.17 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 230.17 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 230.17 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.128 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 230.27 .000 (no Q: R0,C0,C1,W0) 233.04 .00 230.27 .000 (no Q: R0,C0,C1,W0) 233.07 .00 230.27 .000 (no Q: R0,C0,C1,W0) 233.10 .00 230.27 .000 (no Q: R0,C0,C1,W0) 233.17 .00 230.27 .000 (no Q: R0,C0,C1,W0) 233.18 .00 230.27 .000 (no Q: R0,C0,C1,W0) 233.20 .00 230.27 .000 C0,C1 (no Q: R0,W0) 233.27 .00 230.27 .000 C0,C1 (no Q: R0,W0) 233.30 .00 230.27 .000 C0,C1 (no Q: R0,W0) 233.37 .00 230.27 .000 C0,C1 (no Q: R0,W0) 233.40 .00 230.27 .000 C0,C1 (no Q: R0,W0) 233.47 .00 230.27 .000 C0,C1 (no Q: R0,W0) 233.50 .00 230.27 .000 C0,C1 (no Q: R0,W0) 233.57 .00 230.27 .000 C0,C1 (no Q: R0,W0) 233.60 .00 230.27 .000 C0,C1 (no Q: R0,W0) 233.67 .00 230.27 .000 C0,C1 (no Q: R0,W0) 233.70 .00 230.27 .000 C0,C1 (no Q: R0,W0) 233.77 .00 230.27 .000 C0,C1 (no Q: R0,W0) 233.80 .00 230.27 .000 C0,C1 (no Q: R0,W0) 233.87 .00 230.27 .000 C0,C1 (no Q: R0,W0) 233.90 .00 230.27 .000 C0,C1 (no Q: R0,W0) 233.97 .00 230.27 .000 C0,C1 (no Q: R0,W0) 234.00 .00 230.27 .000 C0,C1 (no Q: R0,W0) 234.07 .00 230.27 .000 C0,C1 (no Q: R0,W0) 234.10 .00 230.27 .000 C0,C1 (no Q: R0,W0) 234.17 .00 230.27 .000 C0,C1 (no Q: R0,W0) 234.20 .00 230.27 .000 C0,C1 (no Q: R0,W0) 234.27 .00 230.27 .000 C0,C1 (no Q: R0,W0) 234.30 .00 230.27 .000 C0,C1 (no Q: R0,W0) 234.37 .00 230.27 .000 C0,C1 (no Q: R0,W0) 234.40 .00 230.27 .000 C0,C1 (no Q: R0,W0) 234.47 .00 230.27 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.129 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 230.27 .000 C0,C1 (no Q: R0,W0) 234.57 .00 230.27 .000 C0,C1 (no Q: R0,W0) 234.60 .00 230.27 .000 C0,C1 (no Q: R0,W0) 234.67 .00 230.27 .000 C0,C1 (no Q: R0,W0) 234.70 .00 230.27 .000 C0,C1 (no Q: R0,W0) 234.77 .00 230.27 .000 C0,C1 (no Q: R0,W0) 234.80 .00 230.27 .000 C0,C1 (no Q: R0,W0) 234.87 .00 230.27 .000 C0,C1 (no Q: R0,W0) 234.90 .00 230.27 .000 C0,C1 (no Q: R0,W0) 234.97 .00 230.27 .000 C0,C1 (no Q: R0,W0) 235.00 .00 230.27 .000 C0,C1 (no Q: R0,W0) 235.07 .00 230.27 .000 C0,C1 (no Q: R0,W0) 235.10 .00 230.27 .000 C0,C1 (no Q: R0,W0) 235.17 .00 230.27 .000 C0,C1 (no Q: R0,W0) 235.20 .00 230.27 .000 C0,C1 (no Q: R0,W0) 235.27 .00 230.27 .000 C0,C1 (no Q: R0,W0) 235.30 .00 230.27 .000 C0,C1 (no Q: R0,W0) 235.37 .00 230.27 .000 C0,C1 (no Q: R0,W0) 235.40 .00 230.27 .000 C0,C1 (no Q: R0,W0) 235.47 .00 230.27 .000 C0,C1 (no Q: R0,W0) 235.50 .00 230.27 .000 C0,C1 (no Q: R0,W0) 235.57 .00 230.27 .000 C0,C1 (no Q: R0,W0) 235.60 .00 230.27 .000 C0,C1 (no Q: R0,W0) 235.67 .00 230.27 .000 C0,C1 (no Q: R0,W0) 235.70 .00 230.27 .000 C0,C1 (no Q: R0,W0) 235.77 .00 230.27 .000 C0,C1 (no Q: R0,W0) 235.80 .00 230.27 .000 C0,C1 (no Q: R0,W0) 235.87 .00 230.27 .000 C0,C1 (no Q: R0,W0) 235.90 .00 230.27 .000 C0,C1 (no Q: R0,W0) 235.97 .00 230.27 .000 C0,C1 (no Q: R0,W0) 236.00 .00 230.27 .000 C0,C1 (no Q: R0,W0) 236.10 .00 230.27 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.130 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 230.27 .000 C0,C1 (no Q: R0,W0) 236.30 .00 230.27 .000 C0,C1 (no Q: R0,W0) 236.40 .00 230.27 .000 C0,C1 (no Q: R0,W0) 236.50 .00 230.27 .000 C0,C1 (no Q: R0,W0) 236.60 .00 230.27 .000 C0,C1 (no Q: R0,W0) 236.70 .00 230.27 .000 C0,C1 (no Q: R0,W0) 236.80 .00 230.27 .000 C0,C1 (no Q: R0,W0) 236.90 .01 230.27 .000 C0,C1 (no Q: R0,W0) 237.00 .10 230.27 .000 C0,C1 (no Q: R0,W0) 237.10 .25 230.27 .000 C0,C1 (no Q: R0,W0) 237.20 .47 230.27 .000 C0,C1 (no Q: R0,W0) 237.30 .77 230.27 .000 C0,C1 (no Q: R0,W0) 237.40 1.08 230.27 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 230.27 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 230.27 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 230.27 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 230.27 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 230.27 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 230.27 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 230.27 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 230.27 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 230.27 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 230.27 .000 C0,C1 (no Q: R0,W0) 238.50 5.66 230.27 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 230.27 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 230.27 .000 C0,C1 (no Q: R0,W0) 238.80 6.81 230.27 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 230.27 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 230.27 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 230.27 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 230.27 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 230.27 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.131 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 230.27 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 230.27 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 230.27 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 230.27 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 230.27 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 230.27 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 230.27 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 230.27 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 230.27 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 230.27 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 230.27 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 230.27 .000 R0,C0,C1,W0 240.40 40.36 230.27 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 230.27 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 230.27 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 230.27 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 230.27 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 230.27 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 230.27 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 230.27 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 230.27 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 230.27 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 230.27 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 230.27 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 230.27 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 230.27 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 230.27 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 230.27 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 230.27 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.132 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 230.37 .000 (no Q: R0,C0,C1,W0) 233.04 .00 230.37 .000 (no Q: R0,C0,C1,W0) 233.07 .00 230.37 .000 (no Q: R0,C0,C1,W0) 233.10 .00 230.37 .000 (no Q: R0,C0,C1,W0) 233.17 .00 230.37 .000 (no Q: R0,C0,C1,W0) 233.18 .00 230.37 .000 (no Q: R0,C0,C1,W0) 233.20 .00 230.37 .000 C0,C1 (no Q: R0,W0) 233.27 .00 230.37 .000 C0,C1 (no Q: R0,W0) 233.30 .00 230.37 .000 C0,C1 (no Q: R0,W0) 233.37 .00 230.37 .000 C0,C1 (no Q: R0,W0) 233.40 .00 230.37 .000 C0,C1 (no Q: R0,W0) 233.47 .00 230.37 .000 C0,C1 (no Q: R0,W0) 233.50 .00 230.37 .000 C0,C1 (no Q: R0,W0) 233.57 .00 230.37 .000 C0,C1 (no Q: R0,W0) 233.60 .00 230.37 .000 C0,C1 (no Q: R0,W0) 233.67 .00 230.37 .000 C0,C1 (no Q: R0,W0) 233.70 .00 230.37 .000 C0,C1 (no Q: R0,W0) 233.77 .00 230.37 .000 C0,C1 (no Q: R0,W0) 233.80 .00 230.37 .000 C0,C1 (no Q: R0,W0) 233.87 .00 230.37 .000 C0,C1 (no Q: R0,W0) 233.90 .00 230.37 .000 C0,C1 (no Q: R0,W0) 233.97 .00 230.37 .000 C0,C1 (no Q: R0,W0) 234.00 .00 230.37 .000 C0,C1 (no Q: R0,W0) 234.07 .00 230.37 .000 C0,C1 (no Q: R0,W0) 234.10 .00 230.37 .000 C0,C1 (no Q: R0,W0) 234.17 .00 230.37 .000 C0,C1 (no Q: R0,W0) 234.20 .00 230.37 .000 C0,C1 (no Q: R0,W0) 234.27 .00 230.37 .000 C0,C1 (no Q: R0,W0) 234.30 .00 230.37 .000 C0,C1 (no Q: R0,W0) 234.37 .00 230.37 .000 C0,C1 (no Q: R0,W0) 234.40 .00 230.37 .000 C0,C1 (no Q: R0,W0) 234.47 .00 230.37 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.133 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 230.37 .000 C0,C1 (no Q: R0,W0) 234.57 .00 230.37 .000 C0,C1 (no Q: R0,W0) 234.60 .00 230.37 .000 C0,C1 (no Q: R0,W0) 234.67 .00 230.37 .000 C0,C1 (no Q: R0,W0) 234.70 .00 230.37 .000 C0,C1 (no Q: R0,W0) 234.77 .00 230.37 .000 C0,C1 (no Q: R0,W0) 234.80 .00 230.37 .000 C0,C1 (no Q: R0,W0) 234.87 .00 230.37 .000 C0,C1 (no Q: R0,W0) 234.90 .00 230.37 .000 C0,C1 (no Q: R0,W0) 234.97 .00 230.37 .000 C0,C1 (no Q: R0,W0) 235.00 .00 230.37 .000 C0,C1 (no Q: R0,W0) 235.07 .00 230.37 .000 C0,C1 (no Q: R0,W0) 235.10 .00 230.37 .000 C0,C1 (no Q: R0,W0) 235.17 .00 230.37 .000 C0,C1 (no Q: R0,W0) 235.20 .00 230.37 .000 C0,C1 (no Q: R0,W0) 235.27 .00 230.37 .000 C0,C1 (no Q: R0,W0) 235.30 .00 230.37 .000 C0,C1 (no Q: R0,W0) 235.37 .00 230.37 .000 C0,C1 (no Q: R0,W0) 235.40 .00 230.37 .000 C0,C1 (no Q: R0,W0) 235.47 .00 230.37 .000 C0,C1 (no Q: R0,W0) 235.50 .00 230.37 .000 C0,C1 (no Q: R0,W0) 235.57 .00 230.37 .000 C0,C1 (no Q: R0,W0) 235.60 .00 230.37 .000 C0,C1 (no Q: R0,W0) 235.67 .00 230.37 .000 C0,C1 (no Q: R0,W0) 235.70 .00 230.37 .000 C0,C1 (no Q: R0,W0) 235.77 .00 230.37 .000 C0,C1 (no Q: R0,W0) 235.80 .00 230.37 .000 C0,C1 (no Q: R0,W0) 235.87 .00 230.37 .000 C0,C1 (no Q: R0,W0) 235.90 .00 230.37 .000 C0,C1 (no Q: R0,W0) 235.97 .00 230.37 .000 C0,C1 (no Q: R0,W0) 236.00 .00 230.37 .000 C0,C1 (no Q: R0,W0) 236.10 .00 230.37 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.134 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 230.37 .000 C0,C1 (no Q: R0,W0) 236.30 .00 230.37 .000 C0,C1 (no Q: R0,W0) 236.40 .00 230.37 .000 C0,C1 (no Q: R0,W0) 236.50 .00 230.37 .000 C0,C1 (no Q: R0,W0) 236.60 .00 230.37 .000 C0,C1 (no Q: R0,W0) 236.70 .00 230.37 .000 C0,C1 (no Q: R0,W0) 236.80 .00 230.37 .000 C0,C1 (no Q: R0,W0) 236.90 .01 230.37 .000 C0,C1 (no Q: R0,W0) 237.00 .10 230.37 .000 C0,C1 (no Q: R0,W0) 237.10 .25 230.37 .000 C0,C1 (no Q: R0,W0) 237.20 .47 230.37 .000 C0,C1 (no Q: R0,W0) 237.30 .77 230.37 .000 C0,C1 (no Q: R0,W0) 237.40 1.08 230.37 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 230.37 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 230.37 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 230.37 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 230.37 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 230.37 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 230.37 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 230.37 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 230.37 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 230.37 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 230.37 .000 C0,C1 (no Q: R0,W0) 238.50 5.66 230.37 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 230.37 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 230.37 .000 C0,C1 (no Q: R0,W0) 238.80 6.81 230.37 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 230.37 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 230.37 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 230.37 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 230.37 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 230.37 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.135 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 230.37 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 230.37 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 230.37 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 230.37 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 230.37 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 230.37 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 230.37 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 230.37 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 230.37 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 230.37 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 230.37 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 230.37 .000 R0,C0,C1,W0 240.40 40.36 230.37 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 230.37 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 230.37 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 230.37 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 230.37 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 230.37 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 230.37 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 230.37 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 230.37 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 230.37 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 230.37 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 230.37 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 230.37 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 230.37 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 230.37 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 230.37 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 230.37 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.136 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 230.47 .000 (no Q: R0,C0,C1,W0) 233.04 .00 230.47 .000 (no Q: R0,C0,C1,W0) 233.07 .00 230.47 .000 (no Q: R0,C0,C1,W0) 233.10 .00 230.47 .000 (no Q: R0,C0,C1,W0) 233.17 .00 230.47 .000 (no Q: R0,C0,C1,W0) 233.18 .00 230.47 .000 (no Q: R0,C0,C1,W0) 233.20 .00 230.47 .000 C0,C1 (no Q: R0,W0) 233.27 .00 230.47 .000 C0,C1 (no Q: R0,W0) 233.30 .00 230.47 .000 C0,C1 (no Q: R0,W0) 233.37 .00 230.47 .000 C0,C1 (no Q: R0,W0) 233.40 .00 230.47 .000 C0,C1 (no Q: R0,W0) 233.47 .00 230.47 .000 C0,C1 (no Q: R0,W0) 233.50 .00 230.47 .000 C0,C1 (no Q: R0,W0) 233.57 .00 230.47 .000 C0,C1 (no Q: R0,W0) 233.60 .00 230.47 .000 C0,C1 (no Q: R0,W0) 233.67 .00 230.47 .000 C0,C1 (no Q: R0,W0) 233.70 .00 230.47 .000 C0,C1 (no Q: R0,W0) 233.77 .00 230.47 .000 C0,C1 (no Q: R0,W0) 233.80 .00 230.47 .000 C0,C1 (no Q: R0,W0) 233.87 .00 230.47 .000 C0,C1 (no Q: R0,W0) 233.90 .00 230.47 .000 C0,C1 (no Q: R0,W0) 233.97 .00 230.47 .000 C0,C1 (no Q: R0,W0) 234.00 .00 230.47 .000 C0,C1 (no Q: R0,W0) 234.07 .00 230.47 .000 C0,C1 (no Q: R0,W0) 234.10 .00 230.47 .000 C0,C1 (no Q: R0,W0) 234.17 .00 230.47 .000 C0,C1 (no Q: R0,W0) 234.20 .00 230.47 .000 C0,C1 (no Q: R0,W0) 234.27 .00 230.47 .000 C0,C1 (no Q: R0,W0) 234.30 .00 230.47 .000 C0,C1 (no Q: R0,W0) 234.37 .00 230.47 .000 C0,C1 (no Q: R0,W0) 234.40 .00 230.47 .000 C0,C1 (no Q: R0,W0) 234.47 .00 230.47 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.137 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 230.47 .000 C0,C1 (no Q: R0,W0) 234.57 .00 230.47 .000 C0,C1 (no Q: R0,W0) 234.60 .00 230.47 .000 C0,C1 (no Q: R0,W0) 234.67 .00 230.47 .000 C0,C1 (no Q: R0,W0) 234.70 .00 230.47 .000 C0,C1 (no Q: R0,W0) 234.77 .00 230.47 .000 C0,C1 (no Q: R0,W0) 234.80 .00 230.47 .000 C0,C1 (no Q: R0,W0) 234.87 .00 230.47 .000 C0,C1 (no Q: R0,W0) 234.90 .00 230.47 .000 C0,C1 (no Q: R0,W0) 234.97 .00 230.47 .000 C0,C1 (no Q: R0,W0) 235.00 .00 230.47 .000 C0,C1 (no Q: R0,W0) 235.07 .00 230.47 .000 C0,C1 (no Q: R0,W0) 235.10 .00 230.47 .000 C0,C1 (no Q: R0,W0) 235.17 .00 230.47 .000 C0,C1 (no Q: R0,W0) 235.20 .00 230.47 .000 C0,C1 (no Q: R0,W0) 235.27 .00 230.47 .000 C0,C1 (no Q: R0,W0) 235.30 .00 230.47 .000 C0,C1 (no Q: R0,W0) 235.37 .00 230.47 .000 C0,C1 (no Q: R0,W0) 235.40 .00 230.47 .000 C0,C1 (no Q: R0,W0) 235.47 .00 230.47 .000 C0,C1 (no Q: R0,W0) 235.50 .00 230.47 .000 C0,C1 (no Q: R0,W0) 235.57 .00 230.47 .000 C0,C1 (no Q: R0,W0) 235.60 .00 230.47 .000 C0,C1 (no Q: R0,W0) 235.67 .00 230.47 .000 C0,C1 (no Q: R0,W0) 235.70 .00 230.47 .000 C0,C1 (no Q: R0,W0) 235.77 .00 230.47 .000 C0,C1 (no Q: R0,W0) 235.80 .00 230.47 .000 C0,C1 (no Q: R0,W0) 235.87 .00 230.47 .000 C0,C1 (no Q: R0,W0) 235.90 .00 230.47 .000 C0,C1 (no Q: R0,W0) 235.97 .00 230.47 .000 C0,C1 (no Q: R0,W0) 236.00 .00 230.47 .000 C0,C1 (no Q: R0,W0) 236.10 .00 230.47 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.138 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 230.47 .000 C0,C1 (no Q: R0,W0) 236.30 .00 230.47 .000 C0,C1 (no Q: R0,W0) 236.40 .00 230.47 .000 C0,C1 (no Q: R0,W0) 236.50 .00 230.47 .000 C0,C1 (no Q: R0,W0) 236.60 .00 230.47 .000 C0,C1 (no Q: R0,W0) 236.70 .00 230.47 .000 C0,C1 (no Q: R0,W0) 236.80 .00 230.47 .000 C0,C1 (no Q: R0,W0) 236.90 .01 230.47 .000 C0,C1 (no Q: R0,W0) 237.00 .10 230.47 .000 C0,C1 (no Q: R0,W0) 237.10 .25 230.47 .000 C0,C1 (no Q: R0,W0) 237.20 .47 230.47 .000 C0,C1 (no Q: R0,W0) 237.30 .77 230.47 .000 C0,C1 (no Q: R0,W0) 237.40 1.08 230.47 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 230.47 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 230.47 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 230.47 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 230.47 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 230.47 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 230.47 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 230.47 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 230.47 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 230.47 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 230.47 .000 C0,C1 (no Q: R0,W0) 238.50 5.66 230.47 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 230.47 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 230.47 .000 C0,C1 (no Q: R0,W0) 238.80 6.81 230.47 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 230.47 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 230.47 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 230.47 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 230.47 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 230.47 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.139 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 230.47 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 230.47 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 230.47 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 230.47 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 230.47 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 230.47 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 230.47 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 230.47 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 230.47 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 230.47 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 230.47 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 230.47 .000 R0,C0,C1,W0 240.40 40.36 230.47 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 230.47 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 230.47 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 230.47 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 230.47 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 230.47 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 230.47 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 230.47 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 230.47 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 230.47 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 230.47 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 230.47 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 230.47 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 230.47 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 230.47 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 230.47 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 230.47 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.140 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 230.57 .000 (no Q: R0,C0,C1,W0) 233.04 .00 230.57 .000 (no Q: R0,C0,C1,W0) 233.07 .00 230.57 .000 (no Q: R0,C0,C1,W0) 233.10 .00 230.57 .000 (no Q: R0,C0,C1,W0) 233.17 .00 230.57 .000 (no Q: R0,C0,C1,W0) 233.18 .00 230.57 .000 (no Q: R0,C0,C1,W0) 233.20 .00 230.57 .000 C0,C1 (no Q: R0,W0) 233.27 .00 230.57 .000 C0,C1 (no Q: R0,W0) 233.30 .00 230.57 .000 C0,C1 (no Q: R0,W0) 233.37 .00 230.57 .000 C0,C1 (no Q: R0,W0) 233.40 .00 230.57 .000 C0,C1 (no Q: R0,W0) 233.47 .00 230.57 .000 C0,C1 (no Q: R0,W0) 233.50 .00 230.57 .000 C0,C1 (no Q: R0,W0) 233.57 .00 230.57 .000 C0,C1 (no Q: R0,W0) 233.60 .00 230.57 .000 C0,C1 (no Q: R0,W0) 233.67 .00 230.57 .000 C0,C1 (no Q: R0,W0) 233.70 .00 230.57 .000 C0,C1 (no Q: R0,W0) 233.77 .00 230.57 .000 C0,C1 (no Q: R0,W0) 233.80 .00 230.57 .000 C0,C1 (no Q: R0,W0) 233.87 .00 230.57 .000 C0,C1 (no Q: R0,W0) 233.90 .00 230.57 .000 C0,C1 (no Q: R0,W0) 233.97 .00 230.57 .000 C0,C1 (no Q: R0,W0) 234.00 .00 230.57 .000 C0,C1 (no Q: R0,W0) 234.07 .00 230.57 .000 C0,C1 (no Q: R0,W0) 234.10 .00 230.57 .000 C0,C1 (no Q: R0,W0) 234.17 .00 230.57 .000 C0,C1 (no Q: R0,W0) 234.20 .00 230.57 .000 C0,C1 (no Q: R0,W0) 234.27 .00 230.57 .000 C0,C1 (no Q: R0,W0) 234.30 .00 230.57 .000 C0,C1 (no Q: R0,W0) 234.37 .00 230.57 .000 C0,C1 (no Q: R0,W0) 234.40 .00 230.57 .000 C0,C1 (no Q: R0,W0) 234.47 .00 230.57 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.141 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 230.57 .000 C0,C1 (no Q: R0,W0) 234.57 .00 230.57 .000 C0,C1 (no Q: R0,W0) 234.60 .00 230.57 .000 C0,C1 (no Q: R0,W0) 234.67 .00 230.57 .000 C0,C1 (no Q: R0,W0) 234.70 .00 230.57 .000 C0,C1 (no Q: R0,W0) 234.77 .00 230.57 .000 C0,C1 (no Q: R0,W0) 234.80 .00 230.57 .000 C0,C1 (no Q: R0,W0) 234.87 .00 230.57 .000 C0,C1 (no Q: R0,W0) 234.90 .00 230.57 .000 C0,C1 (no Q: R0,W0) 234.97 .00 230.57 .000 C0,C1 (no Q: R0,W0) 235.00 .00 230.57 .000 C0,C1 (no Q: R0,W0) 235.07 .00 230.57 .000 C0,C1 (no Q: R0,W0) 235.10 .00 230.57 .000 C0,C1 (no Q: R0,W0) 235.17 .00 230.57 .000 C0,C1 (no Q: R0,W0) 235.20 .00 230.57 .000 C0,C1 (no Q: R0,W0) 235.27 .00 230.57 .000 C0,C1 (no Q: R0,W0) 235.30 .00 230.57 .000 C0,C1 (no Q: R0,W0) 235.37 .00 230.57 .000 C0,C1 (no Q: R0,W0) 235.40 .00 230.57 .000 C0,C1 (no Q: R0,W0) 235.47 .00 230.57 .000 C0,C1 (no Q: R0,W0) 235.50 .00 230.57 .000 C0,C1 (no Q: R0,W0) 235.57 .00 230.57 .000 C0,C1 (no Q: R0,W0) 235.60 .00 230.57 .000 C0,C1 (no Q: R0,W0) 235.67 .00 230.57 .000 C0,C1 (no Q: R0,W0) 235.70 .00 230.57 .000 C0,C1 (no Q: R0,W0) 235.77 .00 230.57 .000 C0,C1 (no Q: R0,W0) 235.80 .00 230.57 .000 C0,C1 (no Q: R0,W0) 235.87 .00 230.57 .000 C0,C1 (no Q: R0,W0) 235.90 .00 230.57 .000 C0,C1 (no Q: R0,W0) 235.97 .00 230.57 .000 C0,C1 (no Q: R0,W0) 236.00 .00 230.57 .000 C0,C1 (no Q: R0,W0) 236.10 .00 230.57 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.142 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 230.57 .000 C0,C1 (no Q: R0,W0) 236.30 .00 230.57 .000 C0,C1 (no Q: R0,W0) 236.40 .00 230.57 .000 C0,C1 (no Q: R0,W0) 236.50 .00 230.57 .000 C0,C1 (no Q: R0,W0) 236.60 .00 230.57 .000 C0,C1 (no Q: R0,W0) 236.70 .00 230.57 .000 C0,C1 (no Q: R0,W0) 236.80 .00 230.57 .000 C0,C1 (no Q: R0,W0) 236.90 .01 230.57 .000 C0,C1 (no Q: R0,W0) 237.00 .10 230.57 .000 C0,C1 (no Q: R0,W0) 237.10 .25 230.57 .000 C0,C1 (no Q: R0,W0) 237.20 .47 230.57 .000 C0,C1 (no Q: R0,W0) 237.30 .77 230.57 .000 C0,C1 (no Q: R0,W0) 237.40 1.08 230.57 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 230.57 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 230.57 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 230.57 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 230.57 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 230.57 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 230.57 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 230.57 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 230.57 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 230.57 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 230.57 .000 C0,C1 (no Q: R0,W0) 238.50 5.66 230.57 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 230.57 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 230.57 .000 C0,C1 (no Q: R0,W0) 238.80 6.81 230.57 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 230.57 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 230.57 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 230.57 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 230.57 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 230.57 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.143 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 230.57 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 230.57 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 230.57 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 230.57 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 230.57 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 230.57 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 230.57 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 230.57 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 230.57 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 230.57 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 230.57 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 230.57 .000 R0,C0,C1,W0 240.40 40.36 230.57 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 230.57 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 230.57 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 230.57 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 230.57 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 230.57 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 230.57 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 230.57 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 230.57 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 230.57 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 230.57 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 230.57 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 230.57 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 230.57 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 230.57 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 230.57 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 230.57 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.144 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 230.67 .000 (no Q: R0,C0,C1,W0) 233.04 .00 230.67 .000 (no Q: R0,C0,C1,W0) 233.07 .00 230.67 .000 (no Q: R0,C0,C1,W0) 233.10 .00 230.67 .000 (no Q: R0,C0,C1,W0) 233.17 .00 230.67 .000 (no Q: R0,C0,C1,W0) 233.18 .00 230.67 .000 (no Q: R0,C0,C1,W0) 233.20 .00 230.67 .000 C0,C1 (no Q: R0,W0) 233.27 .00 230.67 .000 C0,C1 (no Q: R0,W0) 233.30 .00 230.67 .000 C0,C1 (no Q: R0,W0) 233.37 .00 230.67 .000 C0,C1 (no Q: R0,W0) 233.40 .00 230.67 .000 C0,C1 (no Q: R0,W0) 233.47 .00 230.67 .000 C0,C1 (no Q: R0,W0) 233.50 .00 230.67 .000 C0,C1 (no Q: R0,W0) 233.57 .00 230.67 .000 C0,C1 (no Q: R0,W0) 233.60 .00 230.67 .000 C0,C1 (no Q: R0,W0) 233.67 .00 230.67 .000 C0,C1 (no Q: R0,W0) 233.70 .00 230.67 .000 C0,C1 (no Q: R0,W0) 233.77 .00 230.67 .000 C0,C1 (no Q: R0,W0) 233.80 .00 230.67 .000 C0,C1 (no Q: R0,W0) 233.87 .00 230.67 .000 C0,C1 (no Q: R0,W0) 233.90 .00 230.67 .000 C0,C1 (no Q: R0,W0) 233.97 .00 230.67 .000 C0,C1 (no Q: R0,W0) 234.00 .00 230.67 .000 C0,C1 (no Q: R0,W0) 234.07 .00 230.67 .000 C0,C1 (no Q: R0,W0) 234.10 .00 230.67 .000 C0,C1 (no Q: R0,W0) 234.17 .00 230.67 .000 C0,C1 (no Q: R0,W0) 234.20 .00 230.67 .000 C0,C1 (no Q: R0,W0) 234.27 .00 230.67 .000 C0,C1 (no Q: R0,W0) 234.30 .00 230.67 .000 C0,C1 (no Q: R0,W0) 234.37 .00 230.67 .000 C0,C1 (no Q: R0,W0) 234.40 .00 230.67 .000 C0,C1 (no Q: R0,W0) 234.47 .00 230.67 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.145 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 230.67 .000 C0,C1 (no Q: R0,W0) 234.57 .00 230.67 .000 C0,C1 (no Q: R0,W0) 234.60 .00 230.67 .000 C0,C1 (no Q: R0,W0) 234.67 .00 230.67 .000 C0,C1 (no Q: R0,W0) 234.70 .00 230.67 .000 C0,C1 (no Q: R0,W0) 234.77 .00 230.67 .000 C0,C1 (no Q: R0,W0) 234.80 .00 230.67 .000 C0,C1 (no Q: R0,W0) 234.87 .00 230.67 .000 C0,C1 (no Q: R0,W0) 234.90 .00 230.67 .000 C0,C1 (no Q: R0,W0) 234.97 .00 230.67 .000 C0,C1 (no Q: R0,W0) 235.00 .00 230.67 .000 C0,C1 (no Q: R0,W0) 235.07 .00 230.67 .000 C0,C1 (no Q: R0,W0) 235.10 .00 230.67 .000 C0,C1 (no Q: R0,W0) 235.17 .00 230.67 .000 C0,C1 (no Q: R0,W0) 235.20 .00 230.67 .000 C0,C1 (no Q: R0,W0) 235.27 .00 230.67 .000 C0,C1 (no Q: R0,W0) 235.30 .00 230.67 .000 C0,C1 (no Q: R0,W0) 235.37 .00 230.67 .000 C0,C1 (no Q: R0,W0) 235.40 .00 230.67 .000 C0,C1 (no Q: R0,W0) 235.47 .00 230.67 .000 C0,C1 (no Q: R0,W0) 235.50 .00 230.67 .000 C0,C1 (no Q: R0,W0) 235.57 .00 230.67 .000 C0,C1 (no Q: R0,W0) 235.60 .00 230.67 .000 C0,C1 (no Q: R0,W0) 235.67 .00 230.67 .000 C0,C1 (no Q: R0,W0) 235.70 .00 230.67 .000 C0,C1 (no Q: R0,W0) 235.77 .00 230.67 .000 C0,C1 (no Q: R0,W0) 235.80 .00 230.67 .000 C0,C1 (no Q: R0,W0) 235.87 .00 230.67 .000 C0,C1 (no Q: R0,W0) 235.90 .00 230.67 .000 C0,C1 (no Q: R0,W0) 235.97 .00 230.67 .000 C0,C1 (no Q: R0,W0) 236.00 .00 230.67 .000 C0,C1 (no Q: R0,W0) 236.10 .00 230.67 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.146 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 230.67 .000 C0,C1 (no Q: R0,W0) 236.30 .00 230.67 .000 C0,C1 (no Q: R0,W0) 236.40 .00 230.67 .000 C0,C1 (no Q: R0,W0) 236.50 .00 230.67 .000 C0,C1 (no Q: R0,W0) 236.60 .00 230.67 .000 C0,C1 (no Q: R0,W0) 236.70 .00 230.67 .000 C0,C1 (no Q: R0,W0) 236.80 .00 230.67 .000 C0,C1 (no Q: R0,W0) 236.90 .01 230.67 .000 C0,C1 (no Q: R0,W0) 237.00 .10 230.67 .000 C0,C1 (no Q: R0,W0) 237.10 .25 230.67 .000 C0,C1 (no Q: R0,W0) 237.20 .47 230.67 .000 C0,C1 (no Q: R0,W0) 237.30 .77 230.67 .000 C0,C1 (no Q: R0,W0) 237.40 1.08 230.67 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 230.67 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 230.67 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 230.67 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 230.67 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 230.67 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 230.67 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 230.67 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 230.67 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 230.67 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 230.67 .000 C0,C1 (no Q: R0,W0) 238.50 5.66 230.67 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 230.67 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 230.67 .000 C0,C1 (no Q: R0,W0) 238.80 6.81 230.67 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 230.67 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 230.67 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 230.67 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 230.67 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 230.67 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.147 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 230.67 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 230.67 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 230.67 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 230.67 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 230.67 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 230.67 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 230.67 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 230.67 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 230.67 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 230.67 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 230.67 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 230.67 .000 R0,C0,C1,W0 240.40 40.36 230.67 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 230.67 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 230.67 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 230.67 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 230.67 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 230.67 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 230.67 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 230.67 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 230.67 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 230.67 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 230.67 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 230.67 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 230.67 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 230.67 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 230.67 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 230.67 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 230.67 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.148 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 230.77 .000 (no Q: R0,C0,C1,W0) 233.04 .00 230.77 .000 (no Q: R0,C0,C1,W0) 233.07 .00 230.77 .000 (no Q: R0,C0,C1,W0) 233.10 .00 230.77 .000 (no Q: R0,C0,C1,W0) 233.17 .00 230.77 .000 (no Q: R0,C0,C1,W0) 233.18 .00 230.77 .000 (no Q: R0,C0,C1,W0) 233.20 .00 230.77 .000 C0,C1 (no Q: R0,W0) 233.27 .00 230.77 .000 C0,C1 (no Q: R0,W0) 233.30 .00 230.77 .000 C0,C1 (no Q: R0,W0) 233.37 .00 230.77 .000 C0,C1 (no Q: R0,W0) 233.40 .00 230.77 .000 C0,C1 (no Q: R0,W0) 233.47 .00 230.77 .000 C0,C1 (no Q: R0,W0) 233.50 .00 230.77 .000 C0,C1 (no Q: R0,W0) 233.57 .00 230.77 .000 C0,C1 (no Q: R0,W0) 233.60 .00 230.77 .000 C0,C1 (no Q: R0,W0) 233.67 .00 230.77 .000 C0,C1 (no Q: R0,W0) 233.70 .00 230.77 .000 C0,C1 (no Q: R0,W0) 233.77 .00 230.77 .000 C0,C1 (no Q: R0,W0) 233.80 .00 230.77 .000 C0,C1 (no Q: R0,W0) 233.87 .00 230.77 .000 C0,C1 (no Q: R0,W0) 233.90 .00 230.77 .000 C0,C1 (no Q: R0,W0) 233.97 .00 230.77 .000 C0,C1 (no Q: R0,W0) 234.00 .00 230.77 .000 C0,C1 (no Q: R0,W0) 234.07 .00 230.77 .000 C0,C1 (no Q: R0,W0) 234.10 .00 230.77 .000 C0,C1 (no Q: R0,W0) 234.17 .00 230.77 .000 C0,C1 (no Q: R0,W0) 234.20 .00 230.77 .000 C0,C1 (no Q: R0,W0) 234.27 .00 230.77 .000 C0,C1 (no Q: R0,W0) 234.30 .00 230.77 .000 C0,C1 (no Q: R0,W0) 234.37 .00 230.77 .000 C0,C1 (no Q: R0,W0) 234.40 .00 230.77 .000 C0,C1 (no Q: R0,W0) 234.47 .00 230.77 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.149 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 230.77 .000 C0,C1 (no Q: R0,W0) 234.57 .00 230.77 .000 C0,C1 (no Q: R0,W0) 234.60 .00 230.77 .000 C0,C1 (no Q: R0,W0) 234.67 .00 230.77 .000 C0,C1 (no Q: R0,W0) 234.70 .00 230.77 .000 C0,C1 (no Q: R0,W0) 234.77 .00 230.77 .000 C0,C1 (no Q: R0,W0) 234.80 .00 230.77 .000 C0,C1 (no Q: R0,W0) 234.87 .00 230.77 .000 C0,C1 (no Q: R0,W0) 234.90 .00 230.77 .000 C0,C1 (no Q: R0,W0) 234.97 .00 230.77 .000 C0,C1 (no Q: R0,W0) 235.00 .00 230.77 .000 C0,C1 (no Q: R0,W0) 235.07 .00 230.77 .000 C0,C1 (no Q: R0,W0) 235.10 .00 230.77 .000 C0,C1 (no Q: R0,W0) 235.17 .00 230.77 .000 C0,C1 (no Q: R0,W0) 235.20 .00 230.77 .000 C0,C1 (no Q: R0,W0) 235.27 .00 230.77 .000 C0,C1 (no Q: R0,W0) 235.30 .00 230.77 .000 C0,C1 (no Q: R0,W0) 235.37 .00 230.77 .000 C0,C1 (no Q: R0,W0) 235.40 .00 230.77 .000 C0,C1 (no Q: R0,W0) 235.47 .00 230.77 .000 C0,C1 (no Q: R0,W0) 235.50 .00 230.77 .000 C0,C1 (no Q: R0,W0) 235.57 .00 230.77 .000 C0,C1 (no Q: R0,W0) 235.60 .00 230.77 .000 C0,C1 (no Q: R0,W0) 235.67 .00 230.77 .000 C0,C1 (no Q: R0,W0) 235.70 .00 230.77 .000 C0,C1 (no Q: R0,W0) 235.77 .00 230.77 .000 C0,C1 (no Q: R0,W0) 235.80 .00 230.77 .000 C0,C1 (no Q: R0,W0) 235.87 .00 230.77 .000 C0,C1 (no Q: R0,W0) 235.90 .00 230.77 .000 C0,C1 (no Q: R0,W0) 235.97 .00 230.77 .000 C0,C1 (no Q: R0,W0) 236.00 .00 230.77 .000 C0,C1 (no Q: R0,W0) 236.10 .00 230.77 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.150 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 230.77 .000 C0,C1 (no Q: R0,W0) 236.30 .00 230.77 .000 C0,C1 (no Q: R0,W0) 236.40 .00 230.77 .000 C0,C1 (no Q: R0,W0) 236.50 .00 230.77 .000 C0,C1 (no Q: R0,W0) 236.60 .00 230.77 .000 C0,C1 (no Q: R0,W0) 236.70 .00 230.77 .000 C0,C1 (no Q: R0,W0) 236.80 .00 230.77 .000 C0,C1 (no Q: R0,W0) 236.90 .01 230.77 .000 C0,C1 (no Q: R0,W0) 237.00 .10 230.77 .000 C0,C1 (no Q: R0,W0) 237.10 .25 230.77 .000 C0,C1 (no Q: R0,W0) 237.20 .47 230.77 .000 C0,C1 (no Q: R0,W0) 237.30 .77 230.77 .000 C0,C1 (no Q: R0,W0) 237.40 1.08 230.77 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 230.77 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 230.77 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 230.77 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 230.77 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 230.77 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 230.77 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 230.77 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 230.77 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 230.77 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 230.77 .000 C0,C1 (no Q: R0,W0) 238.50 5.66 230.77 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 230.77 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 230.77 .000 C0,C1 (no Q: R0,W0) 238.80 6.81 230.77 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 230.77 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 230.77 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 230.77 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 230.77 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 230.77 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.151 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 230.77 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 230.77 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 230.77 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 230.77 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 230.77 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 230.77 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 230.77 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 230.77 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 230.77 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 230.77 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 230.77 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 230.77 .000 R0,C0,C1,W0 240.40 40.36 230.77 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 230.77 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 230.77 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 230.77 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 230.77 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 230.77 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 230.77 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 230.77 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 230.77 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 230.77 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 230.77 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 230.77 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 230.77 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 230.77 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 230.77 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 230.77 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 230.77 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.152 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 230.78 .000 (no Q: R0,C0,C1,W0) 233.04 .00 230.78 .000 (no Q: R0,C0,C1,W0) 233.07 .00 230.78 .000 (no Q: R0,C0,C1,W0) 233.10 .00 230.78 .000 (no Q: R0,C0,C1,W0) 233.17 .00 230.78 .000 (no Q: R0,C0,C1,W0) 233.18 .00 230.78 .000 (no Q: R0,C0,C1,W0) 233.20 .00 230.78 .000 C0,C1 (no Q: R0,W0) 233.27 .00 230.78 .000 C0,C1 (no Q: R0,W0) 233.30 .00 230.78 .000 C0,C1 (no Q: R0,W0) 233.37 .00 230.78 .000 C0,C1 (no Q: R0,W0) 233.40 .00 230.78 .000 C0,C1 (no Q: R0,W0) 233.47 .00 230.78 .000 C0,C1 (no Q: R0,W0) 233.50 .00 230.78 .000 C0,C1 (no Q: R0,W0) 233.57 .00 230.78 .000 C0,C1 (no Q: R0,W0) 233.60 .00 230.78 .000 C0,C1 (no Q: R0,W0) 233.67 .00 230.78 .000 C0,C1 (no Q: R0,W0) 233.70 .00 230.78 .000 C0,C1 (no Q: R0,W0) 233.77 .00 230.78 .000 C0,C1 (no Q: R0,W0) 233.80 .00 230.78 .000 C0,C1 (no Q: R0,W0) 233.87 .00 230.78 .000 C0,C1 (no Q: R0,W0) 233.90 .00 230.78 .000 C0,C1 (no Q: R0,W0) 233.97 .00 230.78 .000 C0,C1 (no Q: R0,W0) 234.00 .00 230.78 .000 C0,C1 (no Q: R0,W0) 234.07 .00 230.78 .000 C0,C1 (no Q: R0,W0) 234.10 .00 230.78 .000 C0,C1 (no Q: R0,W0) 234.17 .00 230.78 .000 C0,C1 (no Q: R0,W0) 234.20 .00 230.78 .000 C0,C1 (no Q: R0,W0) 234.27 .00 230.78 .000 C0,C1 (no Q: R0,W0) 234.30 .00 230.78 .000 C0,C1 (no Q: R0,W0) 234.37 .00 230.78 .000 C0,C1 (no Q: R0,W0) 234.40 .00 230.78 .000 C0,C1 (no Q: R0,W0) 234.47 .00 230.78 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.153 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 230.78 .000 C0,C1 (no Q: R0,W0) 234.57 .00 230.78 .000 C0,C1 (no Q: R0,W0) 234.60 .00 230.78 .000 C0,C1 (no Q: R0,W0) 234.67 .00 230.78 .000 C0,C1 (no Q: R0,W0) 234.70 .00 230.78 .000 C0,C1 (no Q: R0,W0) 234.77 .00 230.78 .000 C0,C1 (no Q: R0,W0) 234.80 .00 230.78 .000 C0,C1 (no Q: R0,W0) 234.87 .00 230.78 .000 C0,C1 (no Q: R0,W0) 234.90 .00 230.78 .000 C0,C1 (no Q: R0,W0) 234.97 .00 230.78 .000 C0,C1 (no Q: R0,W0) 235.00 .00 230.78 .000 C0,C1 (no Q: R0,W0) 235.07 .00 230.78 .000 C0,C1 (no Q: R0,W0) 235.10 .00 230.78 .000 C0,C1 (no Q: R0,W0) 235.17 .00 230.78 .000 C0,C1 (no Q: R0,W0) 235.20 .00 230.78 .000 C0,C1 (no Q: R0,W0) 235.27 .00 230.78 .000 C0,C1 (no Q: R0,W0) 235.30 .00 230.78 .000 C0,C1 (no Q: R0,W0) 235.37 .00 230.78 .000 C0,C1 (no Q: R0,W0) 235.40 .00 230.78 .000 C0,C1 (no Q: R0,W0) 235.47 .00 230.78 .000 C0,C1 (no Q: R0,W0) 235.50 .00 230.78 .000 C0,C1 (no Q: R0,W0) 235.57 .00 230.78 .000 C0,C1 (no Q: R0,W0) 235.60 .00 230.78 .000 C0,C1 (no Q: R0,W0) 235.67 .00 230.78 .000 C0,C1 (no Q: R0,W0) 235.70 .00 230.78 .000 C0,C1 (no Q: R0,W0) 235.77 .00 230.78 .000 C0,C1 (no Q: R0,W0) 235.80 .00 230.78 .000 C0,C1 (no Q: R0,W0) 235.87 .00 230.78 .000 C0,C1 (no Q: R0,W0) 235.90 .00 230.78 .000 C0,C1 (no Q: R0,W0) 235.97 .00 230.78 .000 C0,C1 (no Q: R0,W0) 236.00 .00 230.78 .000 C0,C1 (no Q: R0,W0) 236.10 .00 230.78 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.154 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 230.78 .000 C0,C1 (no Q: R0,W0) 236.30 .00 230.78 .000 C0,C1 (no Q: R0,W0) 236.40 .00 230.78 .000 C0,C1 (no Q: R0,W0) 236.50 .00 230.78 .000 C0,C1 (no Q: R0,W0) 236.60 .00 230.78 .000 C0,C1 (no Q: R0,W0) 236.70 .00 230.78 .000 C0,C1 (no Q: R0,W0) 236.80 .00 230.78 .000 C0,C1 (no Q: R0,W0) 236.90 .01 230.78 .000 C0,C1 (no Q: R0,W0) 237.00 .10 230.78 .000 C0,C1 (no Q: R0,W0) 237.10 .25 230.78 .000 C0,C1 (no Q: R0,W0) 237.20 .47 230.78 .000 C0,C1 (no Q: R0,W0) 237.30 .77 230.78 .000 C0,C1 (no Q: R0,W0) 237.40 1.08 230.78 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 230.78 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 230.78 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 230.78 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 230.78 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 230.78 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 230.78 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 230.78 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 230.78 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 230.78 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 230.78 .000 C0,C1 (no Q: R0,W0) 238.50 5.66 230.78 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 230.78 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 230.78 .000 C0,C1 (no Q: R0,W0) 238.80 6.81 230.78 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 230.78 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 230.78 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 230.78 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 230.78 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 230.78 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.155 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 230.78 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 230.78 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 230.78 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 230.78 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 230.78 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 230.78 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 230.78 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 230.78 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 230.78 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 230.78 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 230.78 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 230.78 .000 R0,C0,C1,W0 240.40 40.36 230.78 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 230.78 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 230.78 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 230.78 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 230.78 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 230.78 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 230.78 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 230.78 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 230.78 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 230.78 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 230.78 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 230.78 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 230.78 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 230.78 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 230.78 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 230.78 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 230.78 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.156 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 230.87 .000 (no Q: R0,C0,C1,W0) 233.04 .00 230.87 .000 (no Q: R0,C0,C1,W0) 233.07 .00 230.87 .000 (no Q: R0,C0,C1,W0) 233.10 .00 230.87 .000 (no Q: R0,C0,C1,W0) 233.17 .00 230.87 .000 (no Q: R0,C0,C1,W0) 233.18 .00 230.87 .000 (no Q: R0,C0,C1,W0) 233.20 .00 230.87 .000 C0,C1 (no Q: R0,W0) 233.27 .00 230.87 .000 C0,C1 (no Q: R0,W0) 233.30 .00 230.87 .000 C0,C1 (no Q: R0,W0) 233.37 .00 230.87 .000 C0,C1 (no Q: R0,W0) 233.40 .00 230.87 .000 C0,C1 (no Q: R0,W0) 233.47 .00 230.87 .000 C0,C1 (no Q: R0,W0) 233.50 .00 230.87 .000 C0,C1 (no Q: R0,W0) 233.57 .00 230.87 .000 C0,C1 (no Q: R0,W0) 233.60 .00 230.87 .000 C0,C1 (no Q: R0,W0) 233.67 .00 230.87 .000 C0,C1 (no Q: R0,W0) 233.70 .00 230.87 .000 C0,C1 (no Q: R0,W0) 233.77 .00 230.87 .000 C0,C1 (no Q: R0,W0) 233.80 .00 230.87 .000 C0,C1 (no Q: R0,W0) 233.87 .00 230.87 .000 C0,C1 (no Q: R0,W0) 233.90 .00 230.87 .000 C0,C1 (no Q: R0,W0) 233.97 .00 230.87 .000 C0,C1 (no Q: R0,W0) 234.00 .00 230.87 .000 C0,C1 (no Q: R0,W0) 234.07 .00 230.87 .000 C0,C1 (no Q: R0,W0) 234.10 .00 230.87 .000 C0,C1 (no Q: R0,W0) 234.17 .00 230.87 .000 C0,C1 (no Q: R0,W0) 234.20 .00 230.87 .000 C0,C1 (no Q: R0,W0) 234.27 .00 230.87 .000 C0,C1 (no Q: R0,W0) 234.30 .00 230.87 .000 C0,C1 (no Q: R0,W0) 234.37 .00 230.87 .000 C0,C1 (no Q: R0,W0) 234.40 .00 230.87 .000 C0,C1 (no Q: R0,W0) 234.47 .00 230.87 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.157 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 230.87 .000 C0,C1 (no Q: R0,W0) 234.57 .00 230.87 .000 C0,C1 (no Q: R0,W0) 234.60 .00 230.87 .000 C0,C1 (no Q: R0,W0) 234.67 .00 230.87 .000 C0,C1 (no Q: R0,W0) 234.70 .00 230.87 .000 C0,C1 (no Q: R0,W0) 234.77 .00 230.87 .000 C0,C1 (no Q: R0,W0) 234.80 .00 230.87 .000 C0,C1 (no Q: R0,W0) 234.87 .00 230.87 .000 C0,C1 (no Q: R0,W0) 234.90 .00 230.87 .000 C0,C1 (no Q: R0,W0) 234.97 .00 230.87 .000 C0,C1 (no Q: R0,W0) 235.00 .00 230.87 .000 C0,C1 (no Q: R0,W0) 235.07 .00 230.87 .000 C0,C1 (no Q: R0,W0) 235.10 .00 230.87 .000 C0,C1 (no Q: R0,W0) 235.17 .00 230.87 .000 C0,C1 (no Q: R0,W0) 235.20 .00 230.87 .000 C0,C1 (no Q: R0,W0) 235.27 .00 230.87 .000 C0,C1 (no Q: R0,W0) 235.30 .00 230.87 .000 C0,C1 (no Q: R0,W0) 235.37 .00 230.87 .000 C0,C1 (no Q: R0,W0) 235.40 .00 230.87 .000 C0,C1 (no Q: R0,W0) 235.47 .00 230.87 .000 C0,C1 (no Q: R0,W0) 235.50 .00 230.87 .000 C0,C1 (no Q: R0,W0) 235.57 .00 230.87 .000 C0,C1 (no Q: R0,W0) 235.60 .00 230.87 .000 C0,C1 (no Q: R0,W0) 235.67 .00 230.87 .000 C0,C1 (no Q: R0,W0) 235.70 .00 230.87 .000 C0,C1 (no Q: R0,W0) 235.77 .00 230.87 .000 C0,C1 (no Q: R0,W0) 235.80 .00 230.87 .000 C0,C1 (no Q: R0,W0) 235.87 .00 230.87 .000 C0,C1 (no Q: R0,W0) 235.90 .00 230.87 .000 C0,C1 (no Q: R0,W0) 235.97 .00 230.87 .000 C0,C1 (no Q: R0,W0) 236.00 .00 230.87 .000 C0,C1 (no Q: R0,W0) 236.10 .00 230.87 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.158 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 230.87 .000 C0,C1 (no Q: R0,W0) 236.30 .00 230.87 .000 C0,C1 (no Q: R0,W0) 236.40 .00 230.87 .000 C0,C1 (no Q: R0,W0) 236.50 .00 230.87 .000 C0,C1 (no Q: R0,W0) 236.60 .00 230.87 .000 C0,C1 (no Q: R0,W0) 236.70 .00 230.87 .000 C0,C1 (no Q: R0,W0) 236.80 .00 230.87 .000 C0,C1 (no Q: R0,W0) 236.90 .01 230.87 .000 C0,C1 (no Q: R0,W0) 237.00 .10 230.87 .000 C0,C1 (no Q: R0,W0) 237.10 .25 230.87 .000 C0,C1 (no Q: R0,W0) 237.20 .47 230.87 .000 C0,C1 (no Q: R0,W0) 237.30 .77 230.87 .000 C0,C1 (no Q: R0,W0) 237.40 1.08 230.87 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 230.87 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 230.87 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 230.87 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 230.87 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 230.87 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 230.87 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 230.87 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 230.87 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 230.87 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 230.87 .000 C0,C1 (no Q: R0,W0) 238.50 5.66 230.87 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 230.87 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 230.87 .000 C0,C1 (no Q: R0,W0) 238.80 6.81 230.87 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 230.87 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 230.87 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 230.87 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 230.87 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 230.87 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.159 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 230.87 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 230.87 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 230.87 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 230.87 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 230.87 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 230.87 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 230.87 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 230.87 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 230.87 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 230.87 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 230.87 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 230.87 .000 R0,C0,C1,W0 240.40 40.36 230.87 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 230.87 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 230.87 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 230.87 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 230.87 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 230.87 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 230.87 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 230.87 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 230.87 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 230.87 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 230.87 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 230.87 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 230.87 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 230.87 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 230.87 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 230.87 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 230.87 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.160 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 230.97 .000 (no Q: R0,C0,C1,W0) 233.04 .00 230.97 .000 (no Q: R0,C0,C1,W0) 233.07 .00 230.97 .000 (no Q: R0,C0,C1,W0) 233.10 .00 230.97 .000 (no Q: R0,C0,C1,W0) 233.17 .00 230.97 .000 (no Q: R0,C0,C1,W0) 233.18 .00 230.97 .000 (no Q: R0,C0,C1,W0) 233.20 .00 230.97 .000 C0,C1 (no Q: R0,W0) 233.27 .00 230.97 .000 C0,C1 (no Q: R0,W0) 233.30 .00 230.97 .000 C0,C1 (no Q: R0,W0) 233.37 .00 230.97 .000 C0,C1 (no Q: R0,W0) 233.40 .00 230.97 .000 C0,C1 (no Q: R0,W0) 233.47 .00 230.97 .000 C0,C1 (no Q: R0,W0) 233.50 .00 230.97 .000 C0,C1 (no Q: R0,W0) 233.57 .00 230.97 .000 C0,C1 (no Q: R0,W0) 233.60 .00 230.97 .000 C0,C1 (no Q: R0,W0) 233.67 .00 230.97 .000 C0,C1 (no Q: R0,W0) 233.70 .00 230.97 .000 C0,C1 (no Q: R0,W0) 233.77 .00 230.97 .000 C0,C1 (no Q: R0,W0) 233.80 .00 230.97 .000 C0,C1 (no Q: R0,W0) 233.87 .00 230.97 .000 C0,C1 (no Q: R0,W0) 233.90 .00 230.97 .000 C0,C1 (no Q: R0,W0) 233.97 .00 230.97 .000 C0,C1 (no Q: R0,W0) 234.00 .00 230.97 .000 C0,C1 (no Q: R0,W0) 234.07 .00 230.97 .000 C0,C1 (no Q: R0,W0) 234.10 .00 230.97 .000 C0,C1 (no Q: R0,W0) 234.17 .00 230.97 .000 C0,C1 (no Q: R0,W0) 234.20 .00 230.97 .000 C0,C1 (no Q: R0,W0) 234.27 .00 230.97 .000 C0,C1 (no Q: R0,W0) 234.30 .00 230.97 .000 C0,C1 (no Q: R0,W0) 234.37 .00 230.97 .000 C0,C1 (no Q: R0,W0) 234.40 .00 230.97 .000 C0,C1 (no Q: R0,W0) 234.47 .00 230.97 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.161 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 230.97 .000 C0,C1 (no Q: R0,W0) 234.57 .00 230.97 .000 C0,C1 (no Q: R0,W0) 234.60 .00 230.97 .000 C0,C1 (no Q: R0,W0) 234.67 .00 230.97 .000 C0,C1 (no Q: R0,W0) 234.70 .00 230.97 .000 C0,C1 (no Q: R0,W0) 234.77 .00 230.97 .000 C0,C1 (no Q: R0,W0) 234.80 .00 230.97 .000 C0,C1 (no Q: R0,W0) 234.87 .00 230.97 .000 C0,C1 (no Q: R0,W0) 234.90 .00 230.97 .000 C0,C1 (no Q: R0,W0) 234.97 .00 230.97 .000 C0,C1 (no Q: R0,W0) 235.00 .00 230.97 .000 C0,C1 (no Q: R0,W0) 235.07 .00 230.97 .000 C0,C1 (no Q: R0,W0) 235.10 .00 230.97 .000 C0,C1 (no Q: R0,W0) 235.17 .00 230.97 .000 C0,C1 (no Q: R0,W0) 235.20 .00 230.97 .000 C0,C1 (no Q: R0,W0) 235.27 .00 230.97 .000 C0,C1 (no Q: R0,W0) 235.30 .00 230.97 .000 C0,C1 (no Q: R0,W0) 235.37 .00 230.97 .000 C0,C1 (no Q: R0,W0) 235.40 .00 230.97 .000 C0,C1 (no Q: R0,W0) 235.47 .00 230.97 .000 C0,C1 (no Q: R0,W0) 235.50 .00 230.97 .000 C0,C1 (no Q: R0,W0) 235.57 .00 230.97 .000 C0,C1 (no Q: R0,W0) 235.60 .00 230.97 .000 C0,C1 (no Q: R0,W0) 235.67 .00 230.97 .000 C0,C1 (no Q: R0,W0) 235.70 .00 230.97 .000 C0,C1 (no Q: R0,W0) 235.77 .00 230.97 .000 C0,C1 (no Q: R0,W0) 235.80 .00 230.97 .000 C0,C1 (no Q: R0,W0) 235.87 .00 230.97 .000 C0,C1 (no Q: R0,W0) 235.90 .00 230.97 .000 C0,C1 (no Q: R0,W0) 235.97 .00 230.97 .000 C0,C1 (no Q: R0,W0) 236.00 .00 230.97 .000 C0,C1 (no Q: R0,W0) 236.10 .00 230.97 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.162 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 230.97 .000 C0,C1 (no Q: R0,W0) 236.30 .00 230.97 .000 C0,C1 (no Q: R0,W0) 236.40 .00 230.97 .000 C0,C1 (no Q: R0,W0) 236.50 .00 230.97 .000 C0,C1 (no Q: R0,W0) 236.60 .00 230.97 .000 C0,C1 (no Q: R0,W0) 236.70 .00 230.97 .000 C0,C1 (no Q: R0,W0) 236.80 .00 230.97 .000 C0,C1 (no Q: R0,W0) 236.90 .01 230.97 .000 C0,C1 (no Q: R0,W0) 237.00 .10 230.97 .000 C0,C1 (no Q: R0,W0) 237.10 .25 230.97 .000 C0,C1 (no Q: R0,W0) 237.20 .47 230.97 .000 C0,C1 (no Q: R0,W0) 237.30 .77 230.97 .000 C0,C1 (no Q: R0,W0) 237.40 1.08 230.97 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 230.97 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 230.97 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 230.97 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 230.97 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 230.97 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 230.97 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 230.97 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 230.97 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 230.97 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 230.97 .000 C0,C1 (no Q: R0,W0) 238.50 5.66 230.97 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 230.97 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 230.97 .000 C0,C1 (no Q: R0,W0) 238.80 6.81 230.97 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 230.97 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 230.97 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 230.97 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 230.97 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 230.97 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.163 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 230.97 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 230.97 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 230.97 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 230.97 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 230.97 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 230.97 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 230.97 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 230.97 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 230.97 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 230.97 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 230.97 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 230.97 .000 R0,C0,C1,W0 240.40 40.36 230.97 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 230.97 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 230.97 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 230.97 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 230.97 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 230.97 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 230.97 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 230.97 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 230.97 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 230.97 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 230.97 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 230.97 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 230.97 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 230.97 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 230.97 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 230.97 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 230.97 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.164 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 231.07 .000 (no Q: R0,C0,C1,W0) 233.04 .00 231.07 .000 (no Q: R0,C0,C1,W0) 233.07 .00 231.07 .000 (no Q: R0,C0,C1,W0) 233.10 .00 231.07 .000 (no Q: R0,C0,C1,W0) 233.17 .00 231.07 .000 (no Q: R0,C0,C1,W0) 233.18 .00 231.07 .000 (no Q: R0,C0,C1,W0) 233.20 .00 231.07 .000 C0,C1 (no Q: R0,W0) 233.27 .00 231.07 .000 C0,C1 (no Q: R0,W0) 233.30 .00 231.07 .000 C0,C1 (no Q: R0,W0) 233.37 .00 231.07 .000 C0,C1 (no Q: R0,W0) 233.40 .00 231.07 .000 C0,C1 (no Q: R0,W0) 233.47 .00 231.07 .000 C0,C1 (no Q: R0,W0) 233.50 .00 231.07 .000 C0,C1 (no Q: R0,W0) 233.57 .00 231.07 .000 C0,C1 (no Q: R0,W0) 233.60 .00 231.07 .000 C0,C1 (no Q: R0,W0) 233.67 .00 231.07 .000 C0,C1 (no Q: R0,W0) 233.70 .00 231.07 .000 C0,C1 (no Q: R0,W0) 233.77 .00 231.07 .000 C0,C1 (no Q: R0,W0) 233.80 .00 231.07 .000 C0,C1 (no Q: R0,W0) 233.87 .00 231.07 .000 C0,C1 (no Q: R0,W0) 233.90 .00 231.07 .000 C0,C1 (no Q: R0,W0) 233.97 .00 231.07 .000 C0,C1 (no Q: R0,W0) 234.00 .00 231.07 .000 C0,C1 (no Q: R0,W0) 234.07 .00 231.07 .000 C0,C1 (no Q: R0,W0) 234.10 .00 231.07 .000 C0,C1 (no Q: R0,W0) 234.17 .00 231.07 .000 C0,C1 (no Q: R0,W0) 234.20 .00 231.07 .000 C0,C1 (no Q: R0,W0) 234.27 .00 231.07 .000 C0,C1 (no Q: R0,W0) 234.30 .00 231.07 .000 C0,C1 (no Q: R0,W0) 234.37 .00 231.07 .000 C0,C1 (no Q: R0,W0) 234.40 .00 231.07 .000 C0,C1 (no Q: R0,W0) 234.47 .00 231.07 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.165 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 231.07 .000 C0,C1 (no Q: R0,W0) 234.57 .00 231.07 .000 C0,C1 (no Q: R0,W0) 234.60 .00 231.07 .000 C0,C1 (no Q: R0,W0) 234.67 .00 231.07 .000 C0,C1 (no Q: R0,W0) 234.70 .00 231.07 .000 C0,C1 (no Q: R0,W0) 234.77 .00 231.07 .000 C0,C1 (no Q: R0,W0) 234.80 .00 231.07 .000 C0,C1 (no Q: R0,W0) 234.87 .00 231.07 .000 C0,C1 (no Q: R0,W0) 234.90 .00 231.07 .000 C0,C1 (no Q: R0,W0) 234.97 .00 231.07 .000 C0,C1 (no Q: R0,W0) 235.00 .00 231.07 .000 C0,C1 (no Q: R0,W0) 235.07 .00 231.07 .000 C0,C1 (no Q: R0,W0) 235.10 .00 231.07 .000 C0,C1 (no Q: R0,W0) 235.17 .00 231.07 .000 C0,C1 (no Q: R0,W0) 235.20 .00 231.07 .000 C0,C1 (no Q: R0,W0) 235.27 .00 231.07 .000 C0,C1 (no Q: R0,W0) 235.30 .00 231.07 .000 C0,C1 (no Q: R0,W0) 235.37 .00 231.07 .000 C0,C1 (no Q: R0,W0) 235.40 .00 231.07 .000 C0,C1 (no Q: R0,W0) 235.47 .00 231.07 .000 C0,C1 (no Q: R0,W0) 235.50 .00 231.07 .000 C0,C1 (no Q: R0,W0) 235.57 .00 231.07 .000 C0,C1 (no Q: R0,W0) 235.60 .00 231.07 .000 C0,C1 (no Q: R0,W0) 235.67 .00 231.07 .000 C0,C1 (no Q: R0,W0) 235.70 .00 231.07 .000 C0,C1 (no Q: R0,W0) 235.77 .00 231.07 .000 C0,C1 (no Q: R0,W0) 235.80 .00 231.07 .000 C0,C1 (no Q: R0,W0) 235.87 .00 231.07 .000 C0,C1 (no Q: R0,W0) 235.90 .00 231.07 .000 C0,C1 (no Q: R0,W0) 235.97 .00 231.07 .000 C0,C1 (no Q: R0,W0) 236.00 .00 231.07 .000 C0,C1 (no Q: R0,W0) 236.10 .00 231.07 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.166 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 231.07 .000 C0,C1 (no Q: R0,W0) 236.30 .00 231.07 .000 C0,C1 (no Q: R0,W0) 236.40 .00 231.07 .000 C0,C1 (no Q: R0,W0) 236.50 .00 231.07 .000 C0,C1 (no Q: R0,W0) 236.60 .00 231.07 .000 C0,C1 (no Q: R0,W0) 236.70 .00 231.07 .000 C0,C1 (no Q: R0,W0) 236.80 .00 231.07 .000 C0,C1 (no Q: R0,W0) 236.90 .01 231.07 .000 C0,C1 (no Q: R0,W0) 237.00 .10 231.07 .000 C0,C1 (no Q: R0,W0) 237.10 .25 231.07 .000 C0,C1 (no Q: R0,W0) 237.20 .47 231.07 .000 C0,C1 (no Q: R0,W0) 237.30 .77 231.07 .000 C0,C1 (no Q: R0,W0) 237.40 1.08 231.07 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 231.07 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 231.07 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 231.07 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 231.07 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 231.07 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 231.07 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 231.07 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 231.07 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 231.07 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 231.07 .000 C0,C1 (no Q: R0,W0) 238.50 5.66 231.07 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 231.07 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 231.07 .000 C0,C1 (no Q: R0,W0) 238.80 6.81 231.07 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 231.07 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 231.07 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 231.07 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 231.07 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 231.07 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.167 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 231.07 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 231.07 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 231.07 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 231.07 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 231.07 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 231.07 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 231.07 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 231.07 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 231.07 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 231.07 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 231.07 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 231.07 .000 R0,C0,C1,W0 240.40 40.36 231.07 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 231.07 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 231.07 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 231.07 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 231.07 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 231.07 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 231.07 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 231.07 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 231.07 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 231.07 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 231.07 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 231.07 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 231.07 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 231.07 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 231.07 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 231.07 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 231.07 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.168 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 231.17 .000 (no Q: R0,C0,C1,W0) 233.04 .00 231.17 .000 (no Q: R0,C0,C1,W0) 233.07 .00 231.17 .000 (no Q: R0,C0,C1,W0) 233.10 .00 231.17 .000 (no Q: R0,C0,C1,W0) 233.17 .00 231.17 .000 (no Q: R0,C0,C1,W0) 233.18 .00 231.17 .000 (no Q: R0,C0,C1,W0) 233.20 .00 231.17 .000 C0,C1 (no Q: R0,W0) 233.27 .00 231.17 .000 C0,C1 (no Q: R0,W0) 233.30 .00 231.17 .000 C0,C1 (no Q: R0,W0) 233.37 .00 231.17 .000 C0,C1 (no Q: R0,W0) 233.40 .00 231.17 .000 C0,C1 (no Q: R0,W0) 233.47 .00 231.17 .000 C0,C1 (no Q: R0,W0) 233.50 .00 231.17 .000 C0,C1 (no Q: R0,W0) 233.57 .00 231.17 .000 C0,C1 (no Q: R0,W0) 233.60 .00 231.17 .000 C0,C1 (no Q: R0,W0) 233.67 .00 231.17 .000 C0,C1 (no Q: R0,W0) 233.70 .00 231.17 .000 C0,C1 (no Q: R0,W0) 233.77 .00 231.17 .000 C0,C1 (no Q: R0,W0) 233.80 .00 231.17 .000 C0,C1 (no Q: R0,W0) 233.87 .00 231.17 .000 C0,C1 (no Q: R0,W0) 233.90 .00 231.17 .000 C0,C1 (no Q: R0,W0) 233.97 .00 231.17 .000 C0,C1 (no Q: R0,W0) 234.00 .00 231.17 .000 C0,C1 (no Q: R0,W0) 234.07 .00 231.17 .000 C0,C1 (no Q: R0,W0) 234.10 .00 231.17 .000 C0,C1 (no Q: R0,W0) 234.17 .00 231.17 .000 C0,C1 (no Q: R0,W0) 234.20 .00 231.17 .000 C0,C1 (no Q: R0,W0) 234.27 .00 231.17 .000 C0,C1 (no Q: R0,W0) 234.30 .00 231.17 .000 C0,C1 (no Q: R0,W0) 234.37 .00 231.17 .000 C0,C1 (no Q: R0,W0) 234.40 .00 231.17 .000 C0,C1 (no Q: R0,W0) 234.47 .00 231.17 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.169 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 231.17 .000 C0,C1 (no Q: R0,W0) 234.57 .00 231.17 .000 C0,C1 (no Q: R0,W0) 234.60 .00 231.17 .000 C0,C1 (no Q: R0,W0) 234.67 .00 231.17 .000 C0,C1 (no Q: R0,W0) 234.70 .00 231.17 .000 C0,C1 (no Q: R0,W0) 234.77 .00 231.17 .000 C0,C1 (no Q: R0,W0) 234.80 .00 231.17 .000 C0,C1 (no Q: R0,W0) 234.87 .00 231.17 .000 C0,C1 (no Q: R0,W0) 234.90 .00 231.17 .000 C0,C1 (no Q: R0,W0) 234.97 .00 231.17 .000 C0,C1 (no Q: R0,W0) 235.00 .00 231.17 .000 C0,C1 (no Q: R0,W0) 235.07 .00 231.17 .000 C0,C1 (no Q: R0,W0) 235.10 .00 231.17 .000 C0,C1 (no Q: R0,W0) 235.17 .00 231.17 .000 C0,C1 (no Q: R0,W0) 235.20 .00 231.17 .000 C0,C1 (no Q: R0,W0) 235.27 .00 231.17 .000 C0,C1 (no Q: R0,W0) 235.30 .00 231.17 .000 C0,C1 (no Q: R0,W0) 235.37 .00 231.17 .000 C0,C1 (no Q: R0,W0) 235.40 .00 231.17 .000 C0,C1 (no Q: R0,W0) 235.47 .00 231.17 .000 C0,C1 (no Q: R0,W0) 235.50 .00 231.17 .000 C0,C1 (no Q: R0,W0) 235.57 .00 231.17 .000 C0,C1 (no Q: R0,W0) 235.60 .00 231.17 .000 C0,C1 (no Q: R0,W0) 235.67 .00 231.17 .000 C0,C1 (no Q: R0,W0) 235.70 .00 231.17 .000 C0,C1 (no Q: R0,W0) 235.77 .00 231.17 .000 C0,C1 (no Q: R0,W0) 235.80 .00 231.17 .000 C0,C1 (no Q: R0,W0) 235.87 .00 231.17 .000 C0,C1 (no Q: R0,W0) 235.90 .00 231.17 .000 C0,C1 (no Q: R0,W0) 235.97 .00 231.17 .000 C0,C1 (no Q: R0,W0) 236.00 .00 231.17 .000 C0,C1 (no Q: R0,W0) 236.10 .00 231.17 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.170 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 231.17 .000 C0,C1 (no Q: R0,W0) 236.30 .00 231.17 .000 C0,C1 (no Q: R0,W0) 236.40 .00 231.17 .000 C0,C1 (no Q: R0,W0) 236.50 .00 231.17 .000 C0,C1 (no Q: R0,W0) 236.60 .00 231.17 .000 C0,C1 (no Q: R0,W0) 236.70 .00 231.17 .000 C0,C1 (no Q: R0,W0) 236.80 .00 231.17 .000 C0,C1 (no Q: R0,W0) 236.90 .01 231.17 .000 C0,C1 (no Q: R0,W0) 237.00 .10 231.17 .000 C0,C1 (no Q: R0,W0) 237.10 .25 231.17 .000 C0,C1 (no Q: R0,W0) 237.20 .47 231.17 .000 C0,C1 (no Q: R0,W0) 237.30 .77 231.17 .000 C0,C1 (no Q: R0,W0) 237.40 1.08 231.17 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 231.17 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 231.17 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 231.17 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 231.17 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 231.17 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 231.17 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 231.17 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 231.17 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 231.17 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 231.17 .000 C0,C1 (no Q: R0,W0) 238.50 5.66 231.17 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 231.17 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 231.17 .000 C0,C1 (no Q: R0,W0) 238.80 6.81 231.17 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 231.17 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 231.17 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 231.17 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 231.17 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 231.17 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.171 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 231.17 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 231.17 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 231.17 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 231.17 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 231.17 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 231.17 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 231.17 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 231.17 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 231.17 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 231.17 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 231.17 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 231.17 .000 R0,C0,C1,W0 240.40 40.36 231.17 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 231.17 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 231.17 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 231.17 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 231.17 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 231.17 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 231.17 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 231.17 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 231.17 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 231.17 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 231.17 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 231.17 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 231.17 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 231.17 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 231.17 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 231.17 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 231.17 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.172 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 231.27 .000 (no Q: R0,C0,C1,W0) 233.04 .00 231.27 .000 (no Q: R0,C0,C1,W0) 233.07 .00 231.27 .000 (no Q: R0,C0,C1,W0) 233.10 .00 231.27 .000 (no Q: R0,C0,C1,W0) 233.17 .00 231.27 .000 (no Q: R0,C0,C1,W0) 233.18 .00 231.27 .000 (no Q: R0,C0,C1,W0) 233.20 .00 231.27 .000 C0,C1 (no Q: R0,W0) 233.27 .00 231.27 .000 C0,C1 (no Q: R0,W0) 233.30 .00 231.27 .000 C0,C1 (no Q: R0,W0) 233.37 .00 231.27 .000 C0,C1 (no Q: R0,W0) 233.40 .00 231.27 .000 C0,C1 (no Q: R0,W0) 233.47 .00 231.27 .000 C0,C1 (no Q: R0,W0) 233.50 .00 231.27 .000 C0,C1 (no Q: R0,W0) 233.57 .00 231.27 .000 C0,C1 (no Q: R0,W0) 233.60 .00 231.27 .000 C0,C1 (no Q: R0,W0) 233.67 .00 231.27 .000 C0,C1 (no Q: R0,W0) 233.70 .00 231.27 .000 C0,C1 (no Q: R0,W0) 233.77 .00 231.27 .000 C0,C1 (no Q: R0,W0) 233.80 .00 231.27 .000 C0,C1 (no Q: R0,W0) 233.87 .00 231.27 .000 C0,C1 (no Q: R0,W0) 233.90 .00 231.27 .000 C0,C1 (no Q: R0,W0) 233.97 .00 231.27 .000 C0,C1 (no Q: R0,W0) 234.00 .00 231.27 .000 C0,C1 (no Q: R0,W0) 234.07 .00 231.27 .000 C0,C1 (no Q: R0,W0) 234.10 .00 231.27 .000 C0,C1 (no Q: R0,W0) 234.17 .00 231.27 .000 C0,C1 (no Q: R0,W0) 234.20 .00 231.27 .000 C0,C1 (no Q: R0,W0) 234.27 .00 231.27 .000 C0,C1 (no Q: R0,W0) 234.30 .00 231.27 .000 C0,C1 (no Q: R0,W0) 234.37 .00 231.27 .000 C0,C1 (no Q: R0,W0) 234.40 .00 231.27 .000 C0,C1 (no Q: R0,W0) 234.47 .00 231.27 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.173 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 231.27 .000 C0,C1 (no Q: R0,W0) 234.57 .00 231.27 .000 C0,C1 (no Q: R0,W0) 234.60 .00 231.27 .000 C0,C1 (no Q: R0,W0) 234.67 .00 231.27 .000 C0,C1 (no Q: R0,W0) 234.70 .00 231.27 .000 C0,C1 (no Q: R0,W0) 234.77 .00 231.27 .000 C0,C1 (no Q: R0,W0) 234.80 .00 231.27 .000 C0,C1 (no Q: R0,W0) 234.87 .00 231.27 .000 C0,C1 (no Q: R0,W0) 234.90 .00 231.27 .000 C0,C1 (no Q: R0,W0) 234.97 .00 231.27 .000 C0,C1 (no Q: R0,W0) 235.00 .00 231.27 .000 C0,C1 (no Q: R0,W0) 235.07 .00 231.27 .000 C0,C1 (no Q: R0,W0) 235.10 .00 231.27 .000 C0,C1 (no Q: R0,W0) 235.17 .00 231.27 .000 C0,C1 (no Q: R0,W0) 235.20 .00 231.27 .000 C0,C1 (no Q: R0,W0) 235.27 .00 231.27 .000 C0,C1 (no Q: R0,W0) 235.30 .00 231.27 .000 C0,C1 (no Q: R0,W0) 235.37 .00 231.27 .000 C0,C1 (no Q: R0,W0) 235.40 .00 231.27 .000 C0,C1 (no Q: R0,W0) 235.47 .00 231.27 .000 C0,C1 (no Q: R0,W0) 235.50 .00 231.27 .000 C0,C1 (no Q: R0,W0) 235.57 .00 231.27 .000 C0,C1 (no Q: R0,W0) 235.60 .00 231.27 .000 C0,C1 (no Q: R0,W0) 235.67 .00 231.27 .000 C0,C1 (no Q: R0,W0) 235.70 .00 231.27 .000 C0,C1 (no Q: R0,W0) 235.77 .00 231.27 .000 C0,C1 (no Q: R0,W0) 235.80 .00 231.27 .000 C0,C1 (no Q: R0,W0) 235.87 .00 231.27 .000 C0,C1 (no Q: R0,W0) 235.90 .00 231.27 .000 C0,C1 (no Q: R0,W0) 235.97 .00 231.27 .000 C0,C1 (no Q: R0,W0) 236.00 .00 231.27 .000 C0,C1 (no Q: R0,W0) 236.10 .00 231.27 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.174 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 231.27 .000 C0,C1 (no Q: R0,W0) 236.30 .00 231.27 .000 C0,C1 (no Q: R0,W0) 236.40 .00 231.27 .000 C0,C1 (no Q: R0,W0) 236.50 .00 231.27 .000 C0,C1 (no Q: R0,W0) 236.60 .00 231.27 .000 C0,C1 (no Q: R0,W0) 236.70 .00 231.27 .000 C0,C1 (no Q: R0,W0) 236.80 .00 231.27 .000 C0,C1 (no Q: R0,W0) 236.90 .01 231.27 .000 C0,C1 (no Q: R0,W0) 237.00 .10 231.27 .000 C0,C1 (no Q: R0,W0) 237.10 .25 231.27 .000 C0,C1 (no Q: R0,W0) 237.20 .47 231.27 .000 C0,C1 (no Q: R0,W0) 237.30 .77 231.27 .000 C0,C1 (no Q: R0,W0) 237.40 1.08 231.27 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 231.27 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 231.27 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 231.27 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 231.27 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 231.27 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 231.27 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 231.27 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 231.27 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 231.27 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 231.27 .000 C0,C1 (no Q: R0,W0) 238.50 5.66 231.27 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 231.27 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 231.27 .000 C0,C1 (no Q: R0,W0) 238.80 6.81 231.27 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 231.27 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 231.27 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 231.27 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 231.27 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 231.27 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.175 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 231.27 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 231.27 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 231.27 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 231.27 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 231.27 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 231.27 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 231.27 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 231.27 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 231.27 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 231.27 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 231.27 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 231.27 .000 R0,C0,C1,W0 240.40 40.36 231.27 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 231.27 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 231.27 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 231.27 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 231.27 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 231.27 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 231.27 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 231.27 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 231.27 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 231.27 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 231.27 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 231.27 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 231.27 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 231.27 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 231.27 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 231.27 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 231.27 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.176 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 231.37 .000 (no Q: R0,C0,C1,W0) 233.04 .00 231.37 .000 (no Q: R0,C0,C1,W0) 233.07 .00 231.37 .000 (no Q: R0,C0,C1,W0) 233.10 .00 231.37 .000 (no Q: R0,C0,C1,W0) 233.17 .00 231.37 .000 (no Q: R0,C0,C1,W0) 233.18 .00 231.37 .000 (no Q: R0,C0,C1,W0) 233.20 .00 231.37 .000 C0,C1 (no Q: R0,W0) 233.27 .00 231.37 .000 C0,C1 (no Q: R0,W0) 233.30 .00 231.37 .000 C0,C1 (no Q: R0,W0) 233.37 .00 231.37 .000 C0,C1 (no Q: R0,W0) 233.40 .00 231.37 .000 C0,C1 (no Q: R0,W0) 233.47 .00 231.37 .000 C0,C1 (no Q: R0,W0) 233.50 .00 231.37 .000 C0,C1 (no Q: R0,W0) 233.57 .00 231.37 .000 C0,C1 (no Q: R0,W0) 233.60 .00 231.37 .000 C0,C1 (no Q: R0,W0) 233.67 .00 231.37 .000 C0,C1 (no Q: R0,W0) 233.70 .00 231.37 .000 C0,C1 (no Q: R0,W0) 233.77 .00 231.37 .000 C0,C1 (no Q: R0,W0) 233.80 .00 231.37 .000 C0,C1 (no Q: R0,W0) 233.87 .00 231.37 .000 C0,C1 (no Q: R0,W0) 233.90 .00 231.37 .000 C0,C1 (no Q: R0,W0) 233.97 .00 231.37 .000 C0,C1 (no Q: R0,W0) 234.00 .00 231.37 .000 C0,C1 (no Q: R0,W0) 234.07 .00 231.37 .000 C0,C1 (no Q: R0,W0) 234.10 .00 231.37 .000 C0,C1 (no Q: R0,W0) 234.17 .00 231.37 .000 C0,C1 (no Q: R0,W0) 234.20 .00 231.37 .000 C0,C1 (no Q: R0,W0) 234.27 .00 231.37 .000 C0,C1 (no Q: R0,W0) 234.30 .00 231.37 .000 C0,C1 (no Q: R0,W0) 234.37 .00 231.37 .000 C0,C1 (no Q: R0,W0) 234.40 .00 231.37 .000 C0,C1 (no Q: R0,W0) 234.47 .00 231.37 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.177 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 231.37 .000 C0,C1 (no Q: R0,W0) 234.57 .00 231.37 .000 C0,C1 (no Q: R0,W0) 234.60 .00 231.37 .000 C0,C1 (no Q: R0,W0) 234.67 .00 231.37 .000 C0,C1 (no Q: R0,W0) 234.70 .00 231.37 .000 C0,C1 (no Q: R0,W0) 234.77 .00 231.37 .000 C0,C1 (no Q: R0,W0) 234.80 .00 231.37 .000 C0,C1 (no Q: R0,W0) 234.87 .00 231.37 .000 C0,C1 (no Q: R0,W0) 234.90 .00 231.37 .000 C0,C1 (no Q: R0,W0) 234.97 .00 231.37 .000 C0,C1 (no Q: R0,W0) 235.00 .00 231.37 .000 C0,C1 (no Q: R0,W0) 235.07 .00 231.37 .000 C0,C1 (no Q: R0,W0) 235.10 .00 231.37 .000 C0,C1 (no Q: R0,W0) 235.17 .00 231.37 .000 C0,C1 (no Q: R0,W0) 235.20 .00 231.37 .000 C0,C1 (no Q: R0,W0) 235.27 .00 231.37 .000 C0,C1 (no Q: R0,W0) 235.30 .00 231.37 .000 C0,C1 (no Q: R0,W0) 235.37 .00 231.37 .000 C0,C1 (no Q: R0,W0) 235.40 .00 231.37 .000 C0,C1 (no Q: R0,W0) 235.47 .00 231.37 .000 C0,C1 (no Q: R0,W0) 235.50 .00 231.37 .000 C0,C1 (no Q: R0,W0) 235.57 .00 231.37 .000 C0,C1 (no Q: R0,W0) 235.60 .00 231.37 .000 C0,C1 (no Q: R0,W0) 235.67 .00 231.37 .000 C0,C1 (no Q: R0,W0) 235.70 .00 231.37 .000 C0,C1 (no Q: R0,W0) 235.77 .00 231.37 .000 C0,C1 (no Q: R0,W0) 235.80 .00 231.37 .000 C0,C1 (no Q: R0,W0) 235.87 .00 231.37 .000 C0,C1 (no Q: R0,W0) 235.90 .00 231.37 .000 C0,C1 (no Q: R0,W0) 235.97 .00 231.37 .000 C0,C1 (no Q: R0,W0) 236.00 .00 231.37 .000 C0,C1 (no Q: R0,W0) 236.10 .00 231.37 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.178 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 231.37 .000 C0,C1 (no Q: R0,W0) 236.30 .00 231.37 .000 C0,C1 (no Q: R0,W0) 236.40 .00 231.37 .000 C0,C1 (no Q: R0,W0) 236.50 .00 231.37 .000 C0,C1 (no Q: R0,W0) 236.60 .00 231.37 .000 C0,C1 (no Q: R0,W0) 236.70 .00 231.37 .000 C0,C1 (no Q: R0,W0) 236.80 .00 231.37 .000 C0,C1 (no Q: R0,W0) 236.90 .01 231.37 .000 C0,C1 (no Q: R0,W0) 237.00 .10 231.37 .000 C0,C1 (no Q: R0,W0) 237.10 .25 231.37 .000 C0,C1 (no Q: R0,W0) 237.20 .47 231.37 .000 C0,C1 (no Q: R0,W0) 237.30 .77 231.37 .000 C0,C1 (no Q: R0,W0) 237.40 1.08 231.37 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 231.37 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 231.37 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 231.37 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 231.37 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 231.37 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 231.37 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 231.37 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 231.37 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 231.37 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 231.37 .000 C0,C1 (no Q: R0,W0) 238.50 5.66 231.37 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 231.37 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 231.37 .000 C0,C1 (no Q: R0,W0) 238.80 6.81 231.37 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 231.37 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 231.37 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 231.37 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 231.37 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 231.37 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.179 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 231.37 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 231.37 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 231.37 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 231.37 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 231.37 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 231.37 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 231.37 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 231.37 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 231.37 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 231.37 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 231.37 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 231.37 .000 R0,C0,C1,W0 240.40 40.36 231.37 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 231.37 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 231.37 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 231.37 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 231.37 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 231.37 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 231.37 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 231.37 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 231.37 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 231.37 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 231.37 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 231.37 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 231.37 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 231.37 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 231.37 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 231.37 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 231.37 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.180 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 231.47 .000 (no Q: R0,C0,C1,W0) 233.04 .00 231.47 .000 (no Q: R0,C0,C1,W0) 233.07 .00 231.47 .000 (no Q: R0,C0,C1,W0) 233.10 .00 231.47 .000 (no Q: R0,C0,C1,W0) 233.17 .00 231.47 .000 (no Q: R0,C0,C1,W0) 233.18 .00 231.47 .000 (no Q: R0,C0,C1,W0) 233.20 .00 231.47 .000 C0,C1 (no Q: R0,W0) 233.27 .00 231.47 .000 C0,C1 (no Q: R0,W0) 233.30 .00 231.47 .000 C0,C1 (no Q: R0,W0) 233.37 .00 231.47 .000 C0,C1 (no Q: R0,W0) 233.40 .00 231.47 .000 C0,C1 (no Q: R0,W0) 233.47 .00 231.47 .000 C0,C1 (no Q: R0,W0) 233.50 .00 231.47 .000 C0,C1 (no Q: R0,W0) 233.57 .00 231.47 .000 C0,C1 (no Q: R0,W0) 233.60 .00 231.47 .000 C0,C1 (no Q: R0,W0) 233.67 .00 231.47 .000 C0,C1 (no Q: R0,W0) 233.70 .00 231.47 .000 C0,C1 (no Q: R0,W0) 233.77 .00 231.47 .000 C0,C1 (no Q: R0,W0) 233.80 .00 231.47 .000 C0,C1 (no Q: R0,W0) 233.87 .00 231.47 .000 C0,C1 (no Q: R0,W0) 233.90 .00 231.47 .000 C0,C1 (no Q: R0,W0) 233.97 .00 231.47 .000 C0,C1 (no Q: R0,W0) 234.00 .00 231.47 .000 C0,C1 (no Q: R0,W0) 234.07 .00 231.47 .000 C0,C1 (no Q: R0,W0) 234.10 .00 231.47 .000 C0,C1 (no Q: R0,W0) 234.17 .00 231.47 .000 C0,C1 (no Q: R0,W0) 234.20 .00 231.47 .000 C0,C1 (no Q: R0,W0) 234.27 .00 231.47 .000 C0,C1 (no Q: R0,W0) 234.30 .00 231.47 .000 C0,C1 (no Q: R0,W0) 234.37 .00 231.47 .000 C0,C1 (no Q: R0,W0) 234.40 .00 231.47 .000 C0,C1 (no Q: R0,W0) 234.47 .00 231.47 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.181 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 231.47 .000 C0,C1 (no Q: R0,W0) 234.57 .00 231.47 .000 C0,C1 (no Q: R0,W0) 234.60 .00 231.47 .000 C0,C1 (no Q: R0,W0) 234.67 .00 231.47 .000 C0,C1 (no Q: R0,W0) 234.70 .00 231.47 .000 C0,C1 (no Q: R0,W0) 234.77 .00 231.47 .000 C0,C1 (no Q: R0,W0) 234.80 .00 231.47 .000 C0,C1 (no Q: R0,W0) 234.87 .00 231.47 .000 C0,C1 (no Q: R0,W0) 234.90 .00 231.47 .000 C0,C1 (no Q: R0,W0) 234.97 .00 231.47 .000 C0,C1 (no Q: R0,W0) 235.00 .00 231.47 .000 C0,C1 (no Q: R0,W0) 235.07 .00 231.47 .000 C0,C1 (no Q: R0,W0) 235.10 .00 231.47 .000 C0,C1 (no Q: R0,W0) 235.17 .00 231.47 .000 C0,C1 (no Q: R0,W0) 235.20 .00 231.47 .000 C0,C1 (no Q: R0,W0) 235.27 .00 231.47 .000 C0,C1 (no Q: R0,W0) 235.30 .00 231.47 .000 C0,C1 (no Q: R0,W0) 235.37 .00 231.47 .000 C0,C1 (no Q: R0,W0) 235.40 .00 231.47 .000 C0,C1 (no Q: R0,W0) 235.47 .00 231.47 .000 C0,C1 (no Q: R0,W0) 235.50 .00 231.47 .000 C0,C1 (no Q: R0,W0) 235.57 .00 231.47 .000 C0,C1 (no Q: R0,W0) 235.60 .00 231.47 .000 C0,C1 (no Q: R0,W0) 235.67 .00 231.47 .000 C0,C1 (no Q: R0,W0) 235.70 .00 231.47 .000 C0,C1 (no Q: R0,W0) 235.77 .00 231.47 .000 C0,C1 (no Q: R0,W0) 235.80 .00 231.47 .000 C0,C1 (no Q: R0,W0) 235.87 .00 231.47 .000 C0,C1 (no Q: R0,W0) 235.90 .00 231.47 .000 C0,C1 (no Q: R0,W0) 235.97 .00 231.47 .000 C0,C1 (no Q: R0,W0) 236.00 .00 231.47 .000 C0,C1 (no Q: R0,W0) 236.10 .00 231.47 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.182 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 231.47 .000 C0,C1 (no Q: R0,W0) 236.30 .00 231.47 .000 C0,C1 (no Q: R0,W0) 236.40 .00 231.47 .000 C0,C1 (no Q: R0,W0) 236.50 .00 231.47 .000 C0,C1 (no Q: R0,W0) 236.60 .00 231.47 .000 C0,C1 (no Q: R0,W0) 236.70 .00 231.47 .000 C0,C1 (no Q: R0,W0) 236.80 .00 231.47 .000 C0,C1 (no Q: R0,W0) 236.90 .01 231.47 .000 C0,C1 (no Q: R0,W0) 237.00 .10 231.47 .000 C0,C1 (no Q: R0,W0) 237.10 .25 231.47 .000 C0,C1 (no Q: R0,W0) 237.20 .47 231.47 .000 C0,C1 (no Q: R0,W0) 237.30 .77 231.47 .000 C0,C1 (no Q: R0,W0) 237.40 1.08 231.47 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 231.47 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 231.47 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 231.47 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 231.47 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 231.47 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 231.47 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 231.47 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 231.47 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 231.47 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 231.47 .000 C0,C1 (no Q: R0,W0) 238.50 5.66 231.47 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 231.47 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 231.47 .000 C0,C1 (no Q: R0,W0) 238.80 6.81 231.47 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 231.47 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 231.47 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 231.47 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 231.47 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 231.47 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.183 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 231.47 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 231.47 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 231.47 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 231.47 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 231.47 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 231.47 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 231.47 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 231.47 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 231.47 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 231.47 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 231.47 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 231.47 .000 R0,C0,C1,W0 240.40 40.36 231.47 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 231.47 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 231.47 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 231.47 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 231.47 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 231.47 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 231.47 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 231.47 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 231.47 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 231.47 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 231.47 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 231.47 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 231.47 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 231.47 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 231.47 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 231.47 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 231.47 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.184 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 231.57 .000 (no Q: R0,C0,C1,W0) 233.04 .00 231.57 .000 (no Q: R0,C0,C1,W0) 233.07 .00 231.57 .000 (no Q: R0,C0,C1,W0) 233.10 .00 231.57 .000 (no Q: R0,C0,C1,W0) 233.17 .00 231.57 .000 (no Q: R0,C0,C1,W0) 233.18 .00 231.57 .000 (no Q: R0,C0,C1,W0) 233.20 .00 231.57 .000 C0,C1 (no Q: R0,W0) 233.27 .00 231.57 .000 C0,C1 (no Q: R0,W0) 233.30 .00 231.57 .000 C0,C1 (no Q: R0,W0) 233.37 .00 231.57 .000 C0,C1 (no Q: R0,W0) 233.40 .00 231.57 .000 C0,C1 (no Q: R0,W0) 233.47 .00 231.57 .000 C0,C1 (no Q: R0,W0) 233.50 .00 231.57 .000 C0,C1 (no Q: R0,W0) 233.57 .00 231.57 .000 C0,C1 (no Q: R0,W0) 233.60 .00 231.57 .000 C0,C1 (no Q: R0,W0) 233.67 .00 231.57 .000 C0,C1 (no Q: R0,W0) 233.70 .00 231.57 .000 C0,C1 (no Q: R0,W0) 233.77 .00 231.57 .000 C0,C1 (no Q: R0,W0) 233.80 .00 231.57 .000 C0,C1 (no Q: R0,W0) 233.87 .00 231.57 .000 C0,C1 (no Q: R0,W0) 233.90 .00 231.57 .000 C0,C1 (no Q: R0,W0) 233.97 .00 231.57 .000 C0,C1 (no Q: R0,W0) 234.00 .00 231.57 .000 C0,C1 (no Q: R0,W0) 234.07 .00 231.57 .000 C0,C1 (no Q: R0,W0) 234.10 .00 231.57 .000 C0,C1 (no Q: R0,W0) 234.17 .00 231.57 .000 C0,C1 (no Q: R0,W0) 234.20 .00 231.57 .000 C0,C1 (no Q: R0,W0) 234.27 .00 231.57 .000 C0,C1 (no Q: R0,W0) 234.30 .00 231.57 .000 C0,C1 (no Q: R0,W0) 234.37 .00 231.57 .000 C0,C1 (no Q: R0,W0) 234.40 .00 231.57 .000 C0,C1 (no Q: R0,W0) 234.47 .00 231.57 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.185 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 231.57 .000 C0,C1 (no Q: R0,W0) 234.57 .00 231.57 .000 C0,C1 (no Q: R0,W0) 234.60 .00 231.57 .000 C0,C1 (no Q: R0,W0) 234.67 .00 231.57 .000 C0,C1 (no Q: R0,W0) 234.70 .00 231.57 .000 C0,C1 (no Q: R0,W0) 234.77 .00 231.57 .000 C0,C1 (no Q: R0,W0) 234.80 .00 231.57 .000 C0,C1 (no Q: R0,W0) 234.87 .00 231.57 .000 C0,C1 (no Q: R0,W0) 234.90 .00 231.57 .000 C0,C1 (no Q: R0,W0) 234.97 .00 231.57 .000 C0,C1 (no Q: R0,W0) 235.00 .00 231.57 .000 C0,C1 (no Q: R0,W0) 235.07 .00 231.57 .000 C0,C1 (no Q: R0,W0) 235.10 .00 231.57 .000 C0,C1 (no Q: R0,W0) 235.17 .00 231.57 .000 C0,C1 (no Q: R0,W0) 235.20 .00 231.57 .000 C0,C1 (no Q: R0,W0) 235.27 .00 231.57 .000 C0,C1 (no Q: R0,W0) 235.30 .00 231.57 .000 C0,C1 (no Q: R0,W0) 235.37 .00 231.57 .000 C0,C1 (no Q: R0,W0) 235.40 .00 231.57 .000 C0,C1 (no Q: R0,W0) 235.47 .00 231.57 .000 C0,C1 (no Q: R0,W0) 235.50 .00 231.57 .000 C0,C1 (no Q: R0,W0) 235.57 .00 231.57 .000 C0,C1 (no Q: R0,W0) 235.60 .00 231.57 .000 C0,C1 (no Q: R0,W0) 235.67 .00 231.57 .000 C0,C1 (no Q: R0,W0) 235.70 .00 231.57 .000 C0,C1 (no Q: R0,W0) 235.77 .00 231.57 .000 C0,C1 (no Q: R0,W0) 235.80 .00 231.57 .000 C0,C1 (no Q: R0,W0) 235.87 .00 231.57 .000 C0,C1 (no Q: R0,W0) 235.90 .00 231.57 .000 C0,C1 (no Q: R0,W0) 235.97 .00 231.57 .000 C0,C1 (no Q: R0,W0) 236.00 .00 231.57 .000 C0,C1 (no Q: R0,W0) 236.10 .00 231.57 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.186 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 231.57 .000 C0,C1 (no Q: R0,W0) 236.30 .00 231.57 .000 C0,C1 (no Q: R0,W0) 236.40 .00 231.57 .000 C0,C1 (no Q: R0,W0) 236.50 .00 231.57 .000 C0,C1 (no Q: R0,W0) 236.60 .00 231.57 .000 C0,C1 (no Q: R0,W0) 236.70 .00 231.57 .000 C0,C1 (no Q: R0,W0) 236.80 .00 231.57 .000 C0,C1 (no Q: R0,W0) 236.90 .01 231.57 .000 C0,C1 (no Q: R0,W0) 237.00 .10 231.57 .000 C0,C1 (no Q: R0,W0) 237.10 .25 231.57 .000 C0,C1 (no Q: R0,W0) 237.20 .47 231.57 .000 C0,C1 (no Q: R0,W0) 237.30 .77 231.57 .000 C0,C1 (no Q: R0,W0) 237.40 1.08 231.57 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 231.57 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 231.57 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 231.57 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 231.57 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 231.57 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 231.57 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 231.57 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 231.57 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 231.57 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 231.57 .000 C0,C1 (no Q: R0,W0) 238.50 5.66 231.57 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 231.57 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 231.57 .000 C0,C1 (no Q: R0,W0) 238.80 6.81 231.57 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 231.57 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 231.57 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 231.57 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 231.57 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 231.57 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.187 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 231.57 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 231.57 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 231.57 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 231.57 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 231.57 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 231.57 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 231.57 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 231.57 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 231.57 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 231.57 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 231.57 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 231.57 .000 R0,C0,C1,W0 240.40 40.36 231.57 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 231.57 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 231.57 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 231.57 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 231.57 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 231.57 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 231.57 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 231.57 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 231.57 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 231.57 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 231.57 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 231.57 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 231.57 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 231.57 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 231.57 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 231.57 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 231.57 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.188 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 231.67 .000 (no Q: R0,C0,C1,W0) 233.04 .00 231.67 .000 (no Q: R0,C0,C1,W0) 233.07 .00 231.67 .000 (no Q: R0,C0,C1,W0) 233.10 .00 231.67 .000 (no Q: R0,C0,C1,W0) 233.17 .00 231.67 .000 (no Q: R0,C0,C1,W0) 233.18 .00 231.67 .000 (no Q: R0,C0,C1,W0) 233.20 .00 231.67 .000 C0,C1 (no Q: R0,W0) 233.27 .00 231.67 .000 C0,C1 (no Q: R0,W0) 233.30 .00 231.67 .000 C0,C1 (no Q: R0,W0) 233.37 .00 231.67 .000 C0,C1 (no Q: R0,W0) 233.40 .00 231.67 .000 C0,C1 (no Q: R0,W0) 233.47 .00 231.67 .000 C0,C1 (no Q: R0,W0) 233.50 .00 231.67 .000 C0,C1 (no Q: R0,W0) 233.57 .00 231.67 .000 C0,C1 (no Q: R0,W0) 233.60 .00 231.67 .000 C0,C1 (no Q: R0,W0) 233.67 .00 231.67 .000 C0,C1 (no Q: R0,W0) 233.70 .00 231.67 .000 C0,C1 (no Q: R0,W0) 233.77 .00 231.67 .000 C0,C1 (no Q: R0,W0) 233.80 .00 231.67 .000 C0,C1 (no Q: R0,W0) 233.87 .00 231.67 .000 C0,C1 (no Q: R0,W0) 233.90 .00 231.67 .000 C0,C1 (no Q: R0,W0) 233.97 .00 231.67 .000 C0,C1 (no Q: R0,W0) 234.00 .00 231.67 .000 C0,C1 (no Q: R0,W0) 234.07 .00 231.67 .000 C0,C1 (no Q: R0,W0) 234.10 .00 231.67 .000 C0,C1 (no Q: R0,W0) 234.17 .00 231.67 .000 C0,C1 (no Q: R0,W0) 234.20 .00 231.67 .000 C0,C1 (no Q: R0,W0) 234.27 .00 231.67 .000 C0,C1 (no Q: R0,W0) 234.30 .00 231.67 .000 C0,C1 (no Q: R0,W0) 234.37 .00 231.67 .000 C0,C1 (no Q: R0,W0) 234.40 .00 231.67 .000 C0,C1 (no Q: R0,W0) 234.47 .00 231.67 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.189 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 231.67 .000 C0,C1 (no Q: R0,W0) 234.57 .00 231.67 .000 C0,C1 (no Q: R0,W0) 234.60 .00 231.67 .000 C0,C1 (no Q: R0,W0) 234.67 .00 231.67 .000 C0,C1 (no Q: R0,W0) 234.70 .00 231.67 .000 C0,C1 (no Q: R0,W0) 234.77 .00 231.67 .000 C0,C1 (no Q: R0,W0) 234.80 .00 231.67 .000 C0,C1 (no Q: R0,W0) 234.87 .00 231.67 .000 C0,C1 (no Q: R0,W0) 234.90 .00 231.67 .000 C0,C1 (no Q: R0,W0) 234.97 .00 231.67 .000 C0,C1 (no Q: R0,W0) 235.00 .00 231.67 .000 C0,C1 (no Q: R0,W0) 235.07 .00 231.67 .000 C0,C1 (no Q: R0,W0) 235.10 .00 231.67 .000 C0,C1 (no Q: R0,W0) 235.17 .00 231.67 .000 C0,C1 (no Q: R0,W0) 235.20 .00 231.67 .000 C0,C1 (no Q: R0,W0) 235.27 .00 231.67 .000 C0,C1 (no Q: R0,W0) 235.30 .00 231.67 .000 C0,C1 (no Q: R0,W0) 235.37 .00 231.67 .000 C0,C1 (no Q: R0,W0) 235.40 .00 231.67 .000 C0,C1 (no Q: R0,W0) 235.47 .00 231.67 .000 C0,C1 (no Q: R0,W0) 235.50 .00 231.67 .000 C0,C1 (no Q: R0,W0) 235.57 .00 231.67 .000 C0,C1 (no Q: R0,W0) 235.60 .00 231.67 .000 C0,C1 (no Q: R0,W0) 235.67 .00 231.67 .000 C0,C1 (no Q: R0,W0) 235.70 .00 231.67 .000 C0,C1 (no Q: R0,W0) 235.77 .00 231.67 .000 C0,C1 (no Q: R0,W0) 235.80 .00 231.67 .000 C0,C1 (no Q: R0,W0) 235.87 .00 231.67 .000 C0,C1 (no Q: R0,W0) 235.90 .00 231.67 .000 C0,C1 (no Q: R0,W0) 235.97 .00 231.67 .000 C0,C1 (no Q: R0,W0) 236.00 .00 231.67 .000 C0,C1 (no Q: R0,W0) 236.10 .00 231.67 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.190 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 231.67 .000 C0,C1 (no Q: R0,W0) 236.30 .00 231.67 .000 C0,C1 (no Q: R0,W0) 236.40 .00 231.67 .000 C0,C1 (no Q: R0,W0) 236.50 .00 231.67 .000 C0,C1 (no Q: R0,W0) 236.60 .00 231.67 .000 C0,C1 (no Q: R0,W0) 236.70 .00 231.67 .000 C0,C1 (no Q: R0,W0) 236.80 .00 231.67 .000 C0,C1 (no Q: R0,W0) 236.90 .01 231.67 .000 C0,C1 (no Q: R0,W0) 237.00 .10 231.67 .000 C0,C1 (no Q: R0,W0) 237.10 .25 231.67 .000 C0,C1 (no Q: R0,W0) 237.20 .47 231.67 .000 C0,C1 (no Q: R0,W0) 237.30 .77 231.67 .000 C0,C1 (no Q: R0,W0) 237.40 1.08 231.67 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 231.67 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 231.67 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 231.67 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 231.67 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 231.67 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 231.67 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 231.67 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 231.67 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 231.67 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 231.67 .000 C0,C1 (no Q: R0,W0) 238.50 5.66 231.67 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 231.67 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 231.67 .000 C0,C1 (no Q: R0,W0) 238.80 6.81 231.67 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 231.67 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 231.67 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 231.67 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 231.67 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 231.67 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.191 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 231.67 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 231.67 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 231.67 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 231.67 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 231.67 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 231.67 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 231.67 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 231.67 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 231.67 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 231.67 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 231.67 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 231.67 .000 R0,C0,C1,W0 240.40 40.36 231.67 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 231.67 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 231.67 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 231.67 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 231.67 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 231.67 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 231.67 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 231.67 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 231.67 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 231.67 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 231.67 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 231.67 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 231.67 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 231.67 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 231.67 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 231.67 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 231.67 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.192 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 231.77 .000 (no Q: R0,C0,C1,W0) 233.04 .00 231.77 .000 (no Q: R0,C0,C1,W0) 233.07 .00 231.77 .000 (no Q: R0,C0,C1,W0) 233.10 .00 231.77 .000 (no Q: R0,C0,C1,W0) 233.17 .00 231.77 .000 (no Q: R0,C0,C1,W0) 233.18 .00 231.77 .000 (no Q: R0,C0,C1,W0) 233.20 .00 231.77 .000 C0,C1 (no Q: R0,W0) 233.27 .00 231.77 .000 C0,C1 (no Q: R0,W0) 233.30 .00 231.77 .000 C0,C1 (no Q: R0,W0) 233.37 .00 231.77 .000 C0,C1 (no Q: R0,W0) 233.40 .00 231.77 .000 C0,C1 (no Q: R0,W0) 233.47 .00 231.77 .000 C0,C1 (no Q: R0,W0) 233.50 .00 231.77 .000 C0,C1 (no Q: R0,W0) 233.57 .00 231.77 .000 C0,C1 (no Q: R0,W0) 233.60 .00 231.77 .000 C0,C1 (no Q: R0,W0) 233.67 .00 231.77 .000 C0,C1 (no Q: R0,W0) 233.70 .00 231.77 .000 C0,C1 (no Q: R0,W0) 233.77 .00 231.77 .000 C0,C1 (no Q: R0,W0) 233.80 .00 231.77 .000 C0,C1 (no Q: R0,W0) 233.87 .00 231.77 .000 C0,C1 (no Q: R0,W0) 233.90 .00 231.77 .000 C0,C1 (no Q: R0,W0) 233.97 .00 231.77 .000 C0,C1 (no Q: R0,W0) 234.00 .00 231.77 .000 C0,C1 (no Q: R0,W0) 234.07 .00 231.77 .000 C0,C1 (no Q: R0,W0) 234.10 .00 231.77 .000 C0,C1 (no Q: R0,W0) 234.17 .00 231.77 .000 C0,C1 (no Q: R0,W0) 234.20 .00 231.77 .000 C0,C1 (no Q: R0,W0) 234.27 .00 231.77 .000 C0,C1 (no Q: R0,W0) 234.30 .00 231.77 .000 C0,C1 (no Q: R0,W0) 234.37 .00 231.77 .000 C0,C1 (no Q: R0,W0) 234.40 .00 231.77 .000 C0,C1 (no Q: R0,W0) 234.47 .00 231.77 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.193 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 231.77 .000 C0,C1 (no Q: R0,W0) 234.57 .00 231.77 .000 C0,C1 (no Q: R0,W0) 234.60 .00 231.77 .000 C0,C1 (no Q: R0,W0) 234.67 .00 231.77 .000 C0,C1 (no Q: R0,W0) 234.70 .00 231.77 .000 C0,C1 (no Q: R0,W0) 234.77 .00 231.77 .000 C0,C1 (no Q: R0,W0) 234.80 .00 231.77 .000 C0,C1 (no Q: R0,W0) 234.87 .00 231.77 .000 C0,C1 (no Q: R0,W0) 234.90 .00 231.77 .000 C0,C1 (no Q: R0,W0) 234.97 .00 231.77 .000 C0,C1 (no Q: R0,W0) 235.00 .00 231.77 .000 C0,C1 (no Q: R0,W0) 235.07 .00 231.77 .000 C0,C1 (no Q: R0,W0) 235.10 .00 231.77 .000 C0,C1 (no Q: R0,W0) 235.17 .00 231.77 .000 C0,C1 (no Q: R0,W0) 235.20 .00 231.77 .000 C0,C1 (no Q: R0,W0) 235.27 .00 231.77 .000 C0,C1 (no Q: R0,W0) 235.30 .00 231.77 .000 C0,C1 (no Q: R0,W0) 235.37 .00 231.77 .000 C0,C1 (no Q: R0,W0) 235.40 .00 231.77 .000 C0,C1 (no Q: R0,W0) 235.47 .00 231.77 .000 C0,C1 (no Q: R0,W0) 235.50 .00 231.77 .000 C0,C1 (no Q: R0,W0) 235.57 .00 231.77 .000 C0,C1 (no Q: R0,W0) 235.60 .00 231.77 .000 C0,C1 (no Q: R0,W0) 235.67 .00 231.77 .000 C0,C1 (no Q: R0,W0) 235.70 .00 231.77 .000 C0,C1 (no Q: R0,W0) 235.77 .00 231.77 .000 C0,C1 (no Q: R0,W0) 235.80 .00 231.77 .000 C0,C1 (no Q: R0,W0) 235.87 .00 231.77 .000 C0,C1 (no Q: R0,W0) 235.90 .00 231.77 .000 C0,C1 (no Q: R0,W0) 235.97 .00 231.77 .000 C0,C1 (no Q: R0,W0) 236.00 .00 231.77 .000 C0,C1 (no Q: R0,W0) 236.10 .00 231.77 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.194 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 231.77 .000 C0,C1 (no Q: R0,W0) 236.30 .00 231.77 .000 C0,C1 (no Q: R0,W0) 236.40 .00 231.77 .000 C0,C1 (no Q: R0,W0) 236.50 .00 231.77 .000 C0,C1 (no Q: R0,W0) 236.60 .00 231.77 .000 C0,C1 (no Q: R0,W0) 236.70 .00 231.77 .000 C0,C1 (no Q: R0,W0) 236.80 .00 231.77 .000 C0,C1 (no Q: R0,W0) 236.90 .01 231.77 .000 C0,C1 (no Q: R0,W0) 237.00 .10 231.77 .000 C0,C1 (no Q: R0,W0) 237.10 .25 231.77 .000 C0,C1 (no Q: R0,W0) 237.20 .47 231.77 .000 C0,C1 (no Q: R0,W0) 237.30 .77 231.77 .000 C0,C1 (no Q: R0,W0) 237.40 1.08 231.77 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 231.77 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 231.77 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 231.77 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 231.77 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 231.77 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 231.77 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 231.77 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 231.77 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 231.77 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 231.77 .000 C0,C1 (no Q: R0,W0) 238.50 5.66 231.77 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 231.77 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 231.77 .000 C0,C1 (no Q: R0,W0) 238.80 6.81 231.77 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 231.77 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 231.77 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 231.77 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 231.77 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 231.77 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.195 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 231.77 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 231.77 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 231.77 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 231.77 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 231.77 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 231.77 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 231.77 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 231.77 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 231.77 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 231.77 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 231.77 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 231.77 .000 R0,C0,C1,W0 240.40 40.36 231.77 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 231.77 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 231.77 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 231.77 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 231.77 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 231.77 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 231.77 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 231.77 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 231.77 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 231.77 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 231.77 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 231.77 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 231.77 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 231.77 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 231.77 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 231.77 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 231.77 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.196 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 231.87 .000 (no Q: R0,C0,C1,W0) 233.04 .00 231.87 .000 (no Q: R0,C0,C1,W0) 233.07 .00 231.87 .000 (no Q: R0,C0,C1,W0) 233.10 .00 231.87 .000 (no Q: R0,C0,C1,W0) 233.17 .00 231.87 .000 (no Q: R0,C0,C1,W0) 233.18 .00 231.87 .000 (no Q: R0,C0,C1,W0) 233.20 .00 231.87 .000 C0,C1 (no Q: R0,W0) 233.27 .00 231.87 .000 C0,C1 (no Q: R0,W0) 233.30 .00 231.87 .000 C0,C1 (no Q: R0,W0) 233.37 .00 231.87 .000 C0,C1 (no Q: R0,W0) 233.40 .00 231.87 .000 C0,C1 (no Q: R0,W0) 233.47 .00 231.87 .000 C0,C1 (no Q: R0,W0) 233.50 .00 231.87 .000 C0,C1 (no Q: R0,W0) 233.57 .00 231.87 .000 C0,C1 (no Q: R0,W0) 233.60 .00 231.87 .000 C0,C1 (no Q: R0,W0) 233.67 .00 231.87 .000 C0,C1 (no Q: R0,W0) 233.70 .00 231.87 .000 C0,C1 (no Q: R0,W0) 233.77 .00 231.87 .000 C0,C1 (no Q: R0,W0) 233.80 .00 231.87 .000 C0,C1 (no Q: R0,W0) 233.87 .00 231.87 .000 C0,C1 (no Q: R0,W0) 233.90 .00 231.87 .000 C0,C1 (no Q: R0,W0) 233.97 .00 231.87 .000 C0,C1 (no Q: R0,W0) 234.00 .00 231.87 .000 C0,C1 (no Q: R0,W0) 234.07 .00 231.87 .000 C0,C1 (no Q: R0,W0) 234.10 .00 231.87 .000 C0,C1 (no Q: R0,W0) 234.17 .00 231.87 .000 C0,C1 (no Q: R0,W0) 234.20 .00 231.87 .000 C0,C1 (no Q: R0,W0) 234.27 .00 231.87 .000 C0,C1 (no Q: R0,W0) 234.30 .00 231.87 .000 C0,C1 (no Q: R0,W0) 234.37 .00 231.87 .000 C0,C1 (no Q: R0,W0) 234.40 .00 231.87 .000 C0,C1 (no Q: R0,W0) 234.47 .00 231.87 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.197 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 231.87 .000 C0,C1 (no Q: R0,W0) 234.57 .00 231.87 .000 C0,C1 (no Q: R0,W0) 234.60 .00 231.87 .000 C0,C1 (no Q: R0,W0) 234.67 .00 231.87 .000 C0,C1 (no Q: R0,W0) 234.70 .00 231.87 .000 C0,C1 (no Q: R0,W0) 234.77 .00 231.87 .000 C0,C1 (no Q: R0,W0) 234.80 .00 231.87 .000 C0,C1 (no Q: R0,W0) 234.87 .00 231.87 .000 C0,C1 (no Q: R0,W0) 234.90 .00 231.87 .000 C0,C1 (no Q: R0,W0) 234.97 .00 231.87 .000 C0,C1 (no Q: R0,W0) 235.00 .00 231.87 .000 C0,C1 (no Q: R0,W0) 235.07 .00 231.87 .000 C0,C1 (no Q: R0,W0) 235.10 .00 231.87 .000 C0,C1 (no Q: R0,W0) 235.17 .00 231.87 .000 C0,C1 (no Q: R0,W0) 235.20 .00 231.87 .000 C0,C1 (no Q: R0,W0) 235.27 .00 231.87 .000 C0,C1 (no Q: R0,W0) 235.30 .00 231.87 .000 C0,C1 (no Q: R0,W0) 235.37 .00 231.87 .000 C0,C1 (no Q: R0,W0) 235.40 .00 231.87 .000 C0,C1 (no Q: R0,W0) 235.47 .00 231.87 .000 C0,C1 (no Q: R0,W0) 235.50 .00 231.87 .000 C0,C1 (no Q: R0,W0) 235.57 .00 231.87 .000 C0,C1 (no Q: R0,W0) 235.60 .00 231.87 .000 C0,C1 (no Q: R0,W0) 235.67 .00 231.87 .000 C0,C1 (no Q: R0,W0) 235.70 .00 231.87 .000 C0,C1 (no Q: R0,W0) 235.77 .00 231.87 .000 C0,C1 (no Q: R0,W0) 235.80 .00 231.87 .000 C0,C1 (no Q: R0,W0) 235.87 .00 231.87 .000 C0,C1 (no Q: R0,W0) 235.90 .00 231.87 .000 C0,C1 (no Q: R0,W0) 235.97 .00 231.87 .000 C0,C1 (no Q: R0,W0) 236.00 .00 231.87 .000 C0,C1 (no Q: R0,W0) 236.10 .00 231.87 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.198 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 231.87 .000 C0,C1 (no Q: R0,W0) 236.30 .00 231.87 .000 C0,C1 (no Q: R0,W0) 236.40 .00 231.87 .000 C0,C1 (no Q: R0,W0) 236.50 .00 231.87 .000 C0,C1 (no Q: R0,W0) 236.60 .00 231.87 .000 C0,C1 (no Q: R0,W0) 236.70 .00 231.87 .000 C0,C1 (no Q: R0,W0) 236.80 .00 231.87 .000 C0,C1 (no Q: R0,W0) 236.90 .01 231.87 .000 C0,C1 (no Q: R0,W0) 237.00 .10 231.87 .000 C0,C1 (no Q: R0,W0) 237.10 .25 231.87 .000 C0,C1 (no Q: R0,W0) 237.20 .47 231.87 .000 C0,C1 (no Q: R0,W0) 237.30 .77 231.87 .000 C0,C1 (no Q: R0,W0) 237.40 1.08 231.87 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 231.87 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 231.87 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 231.87 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 231.87 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 231.87 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 231.87 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 231.87 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 231.87 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 231.87 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 231.87 .000 C0,C1 (no Q: R0,W0) 238.50 5.66 231.87 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 231.87 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 231.87 .000 C0,C1 (no Q: R0,W0) 238.80 6.81 231.87 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 231.87 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 231.87 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 231.87 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 231.87 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 231.87 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.199 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 231.87 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 231.87 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 231.87 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 231.87 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 231.87 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 231.87 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 231.87 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 231.87 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 231.87 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 231.87 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 231.87 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 231.87 .000 R0,C0,C1,W0 240.40 40.36 231.87 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 231.87 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 231.87 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 231.87 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 231.87 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 231.87 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 231.87 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 231.87 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 231.87 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 231.87 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 231.87 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 231.87 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 231.87 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 231.87 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 231.87 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 231.87 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 231.87 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.200 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 231.97 .000 (no Q: R0,C0,C1,W0) 233.04 .00 231.97 .000 (no Q: R0,C0,C1,W0) 233.07 .00 231.97 .000 (no Q: R0,C0,C1,W0) 233.10 .00 231.97 .000 (no Q: R0,C0,C1,W0) 233.17 .00 231.97 .000 (no Q: R0,C0,C1,W0) 233.18 .00 231.97 .000 (no Q: R0,C0,C1,W0) 233.20 .00 231.97 .000 C0,C1 (no Q: R0,W0) 233.27 .00 231.97 .000 C0,C1 (no Q: R0,W0) 233.30 .00 231.97 .000 C0,C1 (no Q: R0,W0) 233.37 .00 231.97 .000 C0,C1 (no Q: R0,W0) 233.40 .00 231.97 .000 C0,C1 (no Q: R0,W0) 233.47 .00 231.97 .000 C0,C1 (no Q: R0,W0) 233.50 .00 231.97 .000 C0,C1 (no Q: R0,W0) 233.57 .00 231.97 .000 C0,C1 (no Q: R0,W0) 233.60 .00 231.97 .000 C0,C1 (no Q: R0,W0) 233.67 .00 231.97 .000 C0,C1 (no Q: R0,W0) 233.70 .00 231.97 .000 C0,C1 (no Q: R0,W0) 233.77 .00 231.97 .000 C0,C1 (no Q: R0,W0) 233.80 .00 231.97 .000 C0,C1 (no Q: R0,W0) 233.87 .00 231.97 .000 C0,C1 (no Q: R0,W0) 233.90 .00 231.97 .000 C0,C1 (no Q: R0,W0) 233.97 .00 231.97 .000 C0,C1 (no Q: R0,W0) 234.00 .00 231.97 .000 C0,C1 (no Q: R0,W0) 234.07 .00 231.97 .000 C0,C1 (no Q: R0,W0) 234.10 .00 231.97 .000 C0,C1 (no Q: R0,W0) 234.17 .00 231.97 .000 C0,C1 (no Q: R0,W0) 234.20 .00 231.97 .000 C0,C1 (no Q: R0,W0) 234.27 .00 231.97 .000 C0,C1 (no Q: R0,W0) 234.30 .00 231.97 .000 C0,C1 (no Q: R0,W0) 234.37 .00 231.97 .000 C0,C1 (no Q: R0,W0) 234.40 .00 231.97 .000 C0,C1 (no Q: R0,W0) 234.47 .00 231.97 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.201 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 231.97 .000 C0,C1 (no Q: R0,W0) 234.57 .00 231.97 .000 C0,C1 (no Q: R0,W0) 234.60 .00 231.97 .000 C0,C1 (no Q: R0,W0) 234.67 .00 231.97 .000 C0,C1 (no Q: R0,W0) 234.70 .00 231.97 .000 C0,C1 (no Q: R0,W0) 234.77 .00 231.97 .000 C0,C1 (no Q: R0,W0) 234.80 .00 231.97 .000 C0,C1 (no Q: R0,W0) 234.87 .00 231.97 .000 C0,C1 (no Q: R0,W0) 234.90 .00 231.97 .000 C0,C1 (no Q: R0,W0) 234.97 .00 231.97 .000 C0,C1 (no Q: R0,W0) 235.00 .00 231.97 .000 C0,C1 (no Q: R0,W0) 235.07 .00 231.97 .000 C0,C1 (no Q: R0,W0) 235.10 .00 231.97 .000 C0,C1 (no Q: R0,W0) 235.17 .00 231.97 .000 C0,C1 (no Q: R0,W0) 235.20 .00 231.97 .000 C0,C1 (no Q: R0,W0) 235.27 .00 231.97 .000 C0,C1 (no Q: R0,W0) 235.30 .00 231.97 .000 C0,C1 (no Q: R0,W0) 235.37 .00 231.97 .000 C0,C1 (no Q: R0,W0) 235.40 .00 231.97 .000 C0,C1 (no Q: R0,W0) 235.47 .00 231.97 .000 C0,C1 (no Q: R0,W0) 235.50 .00 231.97 .000 C0,C1 (no Q: R0,W0) 235.57 .00 231.97 .000 C0,C1 (no Q: R0,W0) 235.60 .00 231.97 .000 C0,C1 (no Q: R0,W0) 235.67 .00 231.97 .000 C0,C1 (no Q: R0,W0) 235.70 .00 231.97 .000 C0,C1 (no Q: R0,W0) 235.77 .00 231.97 .000 C0,C1 (no Q: R0,W0) 235.80 .00 231.97 .000 C0,C1 (no Q: R0,W0) 235.87 .00 231.97 .000 C0,C1 (no Q: R0,W0) 235.90 .00 231.97 .000 C0,C1 (no Q: R0,W0) 235.97 .00 231.97 .000 C0,C1 (no Q: R0,W0) 236.00 .00 231.97 .000 C0,C1 (no Q: R0,W0) 236.10 .00 231.97 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.202 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 231.97 .000 C0,C1 (no Q: R0,W0) 236.30 .00 231.97 .000 C0,C1 (no Q: R0,W0) 236.40 .00 231.97 .000 C0,C1 (no Q: R0,W0) 236.50 .00 231.97 .000 C0,C1 (no Q: R0,W0) 236.60 .00 231.97 .000 C0,C1 (no Q: R0,W0) 236.70 .00 231.97 .000 C0,C1 (no Q: R0,W0) 236.80 .00 231.97 .000 C0,C1 (no Q: R0,W0) 236.90 .01 231.97 .000 C0,C1 (no Q: R0,W0) 237.00 .10 231.97 .000 C0,C1 (no Q: R0,W0) 237.10 .25 231.97 .000 C0,C1 (no Q: R0,W0) 237.20 .47 231.97 .000 C0,C1 (no Q: R0,W0) 237.30 .77 231.97 .000 C0,C1 (no Q: R0,W0) 237.40 1.08 231.97 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 231.97 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 231.97 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 231.97 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 231.97 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 231.97 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 231.97 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 231.97 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 231.97 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 231.97 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 231.97 .000 C0,C1 (no Q: R0,W0) 238.50 5.66 231.97 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 231.97 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 231.97 .000 C0,C1 (no Q: R0,W0) 238.80 6.81 231.97 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 231.97 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 231.97 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 231.97 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 231.97 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 231.97 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.203 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 231.97 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 231.97 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 231.97 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 231.97 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 231.97 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 231.97 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 231.97 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 231.97 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 231.97 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 231.97 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 231.97 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 231.97 .000 R0,C0,C1,W0 240.40 40.36 231.97 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 231.97 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 231.97 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 231.97 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 231.97 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 231.97 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 231.97 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 231.97 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 231.97 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 231.97 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 231.97 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 231.97 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 231.97 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 231.97 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 231.97 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 231.97 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 231.97 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.204 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 232.07 .000 (no Q: R0,C0,C1,W0) 233.04 .00 232.07 .000 (no Q: R0,C0,C1,W0) 233.07 .00 232.07 .000 (no Q: R0,C0,C1,W0) 233.10 .00 232.07 .000 (no Q: R0,C0,C1,W0) 233.17 .00 232.07 .000 (no Q: R0,C0,C1,W0) 233.18 .00 232.07 .000 (no Q: R0,C0,C1,W0) 233.20 .00 232.07 .000 C0,C1 (no Q: R0,W0) 233.27 .00 232.07 .000 C0,C1 (no Q: R0,W0) 233.30 .00 232.07 .000 C0,C1 (no Q: R0,W0) 233.37 .00 232.07 .000 C0,C1 (no Q: R0,W0) 233.40 .00 232.07 .000 C0,C1 (no Q: R0,W0) 233.47 .00 232.07 .000 C0,C1 (no Q: R0,W0) 233.50 .00 232.07 .000 C0,C1 (no Q: R0,W0) 233.57 .00 232.07 .000 C0,C1 (no Q: R0,W0) 233.60 .00 232.07 .000 C0,C1 (no Q: R0,W0) 233.67 .00 232.07 .000 C0,C1 (no Q: R0,W0) 233.70 .00 232.07 .000 C0,C1 (no Q: R0,W0) 233.77 .00 232.07 .000 C0,C1 (no Q: R0,W0) 233.80 .00 232.07 .000 C0,C1 (no Q: R0,W0) 233.87 .00 232.07 .000 C0,C1 (no Q: R0,W0) 233.90 .00 232.07 .000 C0,C1 (no Q: R0,W0) 233.97 .00 232.07 .000 C0,C1 (no Q: R0,W0) 234.00 .00 232.07 .000 C0,C1 (no Q: R0,W0) 234.07 .00 232.07 .000 C0,C1 (no Q: R0,W0) 234.10 .00 232.07 .000 C0,C1 (no Q: R0,W0) 234.17 .00 232.07 .000 C0,C1 (no Q: R0,W0) 234.20 .00 232.07 .000 C0,C1 (no Q: R0,W0) 234.27 .00 232.07 .000 C0,C1 (no Q: R0,W0) 234.30 .00 232.07 .000 C0,C1 (no Q: R0,W0) 234.37 .00 232.07 .000 C0,C1 (no Q: R0,W0) 234.40 .00 232.07 .000 C0,C1 (no Q: R0,W0) 234.47 .00 232.07 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.205 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 232.07 .000 C0,C1 (no Q: R0,W0) 234.57 .00 232.07 .000 C0,C1 (no Q: R0,W0) 234.60 .00 232.07 .000 C0,C1 (no Q: R0,W0) 234.67 .00 232.07 .000 C0,C1 (no Q: R0,W0) 234.70 .00 232.07 .000 C0,C1 (no Q: R0,W0) 234.77 .00 232.07 .000 C0,C1 (no Q: R0,W0) 234.80 .00 232.07 .000 C0,C1 (no Q: R0,W0) 234.87 .00 232.07 .000 C0,C1 (no Q: R0,W0) 234.90 .00 232.07 .000 C0,C1 (no Q: R0,W0) 234.97 .00 232.07 .000 C0,C1 (no Q: R0,W0) 235.00 .00 232.07 .000 C0,C1 (no Q: R0,W0) 235.07 .00 232.07 .000 C0,C1 (no Q: R0,W0) 235.10 .00 232.07 .000 C0,C1 (no Q: R0,W0) 235.17 .00 232.07 .000 C0,C1 (no Q: R0,W0) 235.20 .00 232.07 .000 C0,C1 (no Q: R0,W0) 235.27 .00 232.07 .000 C0,C1 (no Q: R0,W0) 235.30 .00 232.07 .000 C0,C1 (no Q: R0,W0) 235.37 .00 232.07 .000 C0,C1 (no Q: R0,W0) 235.40 .00 232.07 .000 C0,C1 (no Q: R0,W0) 235.47 .00 232.07 .000 C0,C1 (no Q: R0,W0) 235.50 .00 232.07 .000 C0,C1 (no Q: R0,W0) 235.57 .00 232.07 .000 C0,C1 (no Q: R0,W0) 235.60 .00 232.07 .000 C0,C1 (no Q: R0,W0) 235.67 .00 232.07 .000 C0,C1 (no Q: R0,W0) 235.70 .00 232.07 .000 C0,C1 (no Q: R0,W0) 235.77 .00 232.07 .000 C0,C1 (no Q: R0,W0) 235.80 .00 232.07 .000 C0,C1 (no Q: R0,W0) 235.87 .00 232.07 .000 C0,C1 (no Q: R0,W0) 235.90 .00 232.07 .000 C0,C1 (no Q: R0,W0) 235.97 .00 232.07 .000 C0,C1 (no Q: R0,W0) 236.00 .00 232.07 .000 C0,C1 (no Q: R0,W0) 236.10 .00 232.07 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.206 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 232.07 .000 C0,C1 (no Q: R0,W0) 236.30 .00 232.07 .000 C0,C1 (no Q: R0,W0) 236.40 .00 232.07 .000 C0,C1 (no Q: R0,W0) 236.50 .00 232.07 .000 C0,C1 (no Q: R0,W0) 236.60 .00 232.07 .000 C0,C1 (no Q: R0,W0) 236.70 .00 232.07 .000 C0,C1 (no Q: R0,W0) 236.80 .00 232.07 .000 C0,C1 (no Q: R0,W0) 236.90 .01 232.07 .000 C0,C1 (no Q: R0,W0) 237.00 .10 232.07 .000 C0,C1 (no Q: R0,W0) 237.10 .25 232.07 .000 C0,C1 (no Q: R0,W0) 237.20 .47 232.07 .000 C0,C1 (no Q: R0,W0) 237.30 .77 232.07 .000 C0,C1 (no Q: R0,W0) 237.40 1.08 232.07 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 232.07 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 232.07 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 232.07 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 232.07 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 232.07 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 232.07 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 232.07 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 232.07 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 232.07 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 232.07 .000 C0,C1 (no Q: R0,W0) 238.50 5.66 232.07 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 232.07 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 232.07 .000 C0,C1 (no Q: R0,W0) 238.80 6.81 232.07 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 232.07 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 232.07 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 232.07 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 232.07 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 232.07 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.207 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 232.07 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 232.07 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 232.07 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 232.07 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 232.07 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 232.07 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 232.07 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 232.07 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 232.07 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 232.07 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 232.07 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 232.07 .000 R0,C0,C1,W0 240.40 40.36 232.07 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 232.07 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 232.07 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 232.07 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 232.07 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 232.07 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 232.07 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 232.07 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 232.07 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 232.07 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 232.07 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 232.07 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 232.07 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 232.07 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 232.07 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 232.07 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 232.07 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.208 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 232.17 .000 (no Q: R0,C0,C1,W0) 233.04 .00 232.17 .000 (no Q: R0,C0,C1,W0) 233.07 .00 232.17 .000 (no Q: R0,C0,C1,W0) 233.10 .00 232.17 .000 (no Q: R0,C0,C1,W0) 233.17 .00 232.17 .000 (no Q: R0,C0,C1,W0) 233.18 .00 232.17 .000 (no Q: R0,C0,C1,W0) 233.20 .00 232.17 .000 C0,C1 (no Q: R0,W0) 233.27 .00 232.17 .000 C0,C1 (no Q: R0,W0) 233.30 .00 232.17 .000 C0,C1 (no Q: R0,W0) 233.37 .00 232.17 .000 C0,C1 (no Q: R0,W0) 233.40 .00 232.17 .000 C0,C1 (no Q: R0,W0) 233.47 .00 232.17 .000 C0,C1 (no Q: R0,W0) 233.50 .00 232.17 .000 C0,C1 (no Q: R0,W0) 233.57 .00 232.17 .000 C0,C1 (no Q: R0,W0) 233.60 .00 232.17 .000 C0,C1 (no Q: R0,W0) 233.67 .00 232.17 .000 C0,C1 (no Q: R0,W0) 233.70 .00 232.17 .000 C0,C1 (no Q: R0,W0) 233.77 .00 232.17 .000 C0,C1 (no Q: R0,W0) 233.80 .00 232.17 .000 C0,C1 (no Q: R0,W0) 233.87 .00 232.17 .000 C0,C1 (no Q: R0,W0) 233.90 .00 232.17 .000 C0,C1 (no Q: R0,W0) 233.97 .00 232.17 .000 C0,C1 (no Q: R0,W0) 234.00 .00 232.17 .000 C0,C1 (no Q: R0,W0) 234.07 .00 232.17 .000 C0,C1 (no Q: R0,W0) 234.10 .00 232.17 .000 C0,C1 (no Q: R0,W0) 234.17 .00 232.17 .000 C0,C1 (no Q: R0,W0) 234.20 .00 232.17 .000 C0,C1 (no Q: R0,W0) 234.27 .00 232.17 .000 C0,C1 (no Q: R0,W0) 234.30 .00 232.17 .000 C0,C1 (no Q: R0,W0) 234.37 .00 232.17 .000 C0,C1 (no Q: R0,W0) 234.40 .00 232.17 .000 C0,C1 (no Q: R0,W0) 234.47 .00 232.17 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.209 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 232.17 .000 C0,C1 (no Q: R0,W0) 234.57 .00 232.17 .000 C0,C1 (no Q: R0,W0) 234.60 .00 232.17 .000 C0,C1 (no Q: R0,W0) 234.67 .00 232.17 .000 C0,C1 (no Q: R0,W0) 234.70 .00 232.17 .000 C0,C1 (no Q: R0,W0) 234.77 .00 232.17 .000 C0,C1 (no Q: R0,W0) 234.80 .00 232.17 .000 C0,C1 (no Q: R0,W0) 234.87 .00 232.17 .000 C0,C1 (no Q: R0,W0) 234.90 .00 232.17 .000 C0,C1 (no Q: R0,W0) 234.97 .00 232.17 .000 C0,C1 (no Q: R0,W0) 235.00 .00 232.17 .000 C0,C1 (no Q: R0,W0) 235.07 .00 232.17 .000 C0,C1 (no Q: R0,W0) 235.10 .00 232.17 .000 C0,C1 (no Q: R0,W0) 235.17 .00 232.17 .000 C0,C1 (no Q: R0,W0) 235.20 .00 232.17 .000 C0,C1 (no Q: R0,W0) 235.27 .00 232.17 .000 C0,C1 (no Q: R0,W0) 235.30 .00 232.17 .000 C0,C1 (no Q: R0,W0) 235.37 .00 232.17 .000 C0,C1 (no Q: R0,W0) 235.40 .00 232.17 .000 C0,C1 (no Q: R0,W0) 235.47 .00 232.17 .000 C0,C1 (no Q: R0,W0) 235.50 .00 232.17 .000 C0,C1 (no Q: R0,W0) 235.57 .00 232.17 .000 C0,C1 (no Q: R0,W0) 235.60 .00 232.17 .000 C0,C1 (no Q: R0,W0) 235.67 .00 232.17 .000 C0,C1 (no Q: R0,W0) 235.70 .00 232.17 .000 C0,C1 (no Q: R0,W0) 235.77 .00 232.17 .000 C0,C1 (no Q: R0,W0) 235.80 .00 232.17 .000 C0,C1 (no Q: R0,W0) 235.87 .00 232.17 .000 C0,C1 (no Q: R0,W0) 235.90 .00 232.17 .000 C0,C1 (no Q: R0,W0) 235.97 .00 232.17 .000 C0,C1 (no Q: R0,W0) 236.00 .00 232.17 .000 C0,C1 (no Q: R0,W0) 236.10 .00 232.17 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.210 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 232.17 .000 C0,C1 (no Q: R0,W0) 236.30 .00 232.17 .000 C0,C1 (no Q: R0,W0) 236.40 .00 232.17 .000 C0,C1 (no Q: R0,W0) 236.50 .00 232.17 .000 C0,C1 (no Q: R0,W0) 236.60 .00 232.17 .000 C0,C1 (no Q: R0,W0) 236.70 .00 232.17 .000 C0,C1 (no Q: R0,W0) 236.80 .00 232.17 .000 C0,C1 (no Q: R0,W0) 236.90 .01 232.17 .000 C0,C1 (no Q: R0,W0) 237.00 .10 232.17 .000 C0,C1 (no Q: R0,W0) 237.10 .25 232.17 .000 C0,C1 (no Q: R0,W0) 237.20 .47 232.17 .000 C0,C1 (no Q: R0,W0) 237.30 .77 232.17 .000 C0,C1 (no Q: R0,W0) 237.40 1.08 232.17 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 232.17 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 232.17 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 232.17 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 232.17 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 232.17 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 232.17 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 232.17 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 232.17 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 232.17 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 232.17 .000 C0,C1 (no Q: R0,W0) 238.50 5.66 232.17 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 232.17 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 232.17 .000 C0,C1 (no Q: R0,W0) 238.80 6.81 232.17 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 232.17 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 232.17 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 232.17 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 232.17 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 232.17 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.211 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 232.17 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 232.17 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 232.17 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 232.17 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 232.17 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 232.17 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 232.17 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 232.17 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 232.17 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 232.17 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 232.17 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 232.17 .000 R0,C0,C1,W0 240.40 40.36 232.17 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 232.17 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 232.17 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 232.17 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 232.17 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 232.17 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 232.17 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 232.17 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 232.17 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 232.17 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 232.17 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 232.17 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 232.17 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 232.17 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 232.17 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 232.17 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 232.17 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.212 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 232.27 .000 (no Q: R0,C0,C1,W0) 233.04 .00 232.27 .000 (no Q: R0,C0,C1,W0) 233.07 .00 232.27 .000 (no Q: R0,C0,C1,W0) 233.10 .00 232.27 .000 (no Q: R0,C0,C1,W0) 233.17 .00 232.27 .000 (no Q: R0,C0,C1,W0) 233.18 .00 232.27 .000 (no Q: R0,C0,C1,W0) 233.20 .00 232.27 .000 C0,C1 (no Q: R0,W0) 233.27 .00 232.27 .000 C0,C1 (no Q: R0,W0) 233.30 .00 232.27 .000 C0,C1 (no Q: R0,W0) 233.37 .00 232.27 .000 C0,C1 (no Q: R0,W0) 233.40 .00 232.27 .000 C0,C1 (no Q: R0,W0) 233.47 .00 232.27 .000 C0,C1 (no Q: R0,W0) 233.50 .00 232.27 .000 C0,C1 (no Q: R0,W0) 233.57 .00 232.27 .000 C0,C1 (no Q: R0,W0) 233.60 .00 232.27 .000 C0,C1 (no Q: R0,W0) 233.67 .00 232.27 .000 C0,C1 (no Q: R0,W0) 233.70 .00 232.27 .000 C0,C1 (no Q: R0,W0) 233.77 .00 232.27 .000 C0,C1 (no Q: R0,W0) 233.80 .00 232.27 .000 C0,C1 (no Q: R0,W0) 233.87 .00 232.27 .000 C0,C1 (no Q: R0,W0) 233.90 .00 232.27 .000 C0,C1 (no Q: R0,W0) 233.97 .00 232.27 .000 C0,C1 (no Q: R0,W0) 234.00 .00 232.27 .000 C0,C1 (no Q: R0,W0) 234.07 .00 232.27 .000 C0,C1 (no Q: R0,W0) 234.10 .00 232.27 .000 C0,C1 (no Q: R0,W0) 234.17 .00 232.27 .000 C0,C1 (no Q: R0,W0) 234.20 .00 232.27 .000 C0,C1 (no Q: R0,W0) 234.27 .00 232.27 .000 C0,C1 (no Q: R0,W0) 234.30 .00 232.27 .000 C0,C1 (no Q: R0,W0) 234.37 .00 232.27 .000 C0,C1 (no Q: R0,W0) 234.40 .00 232.27 .000 C0,C1 (no Q: R0,W0) 234.47 .00 232.27 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.213 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 232.27 .000 C0,C1 (no Q: R0,W0) 234.57 .00 232.27 .000 C0,C1 (no Q: R0,W0) 234.60 .00 232.27 .000 C0,C1 (no Q: R0,W0) 234.67 .00 232.27 .000 C0,C1 (no Q: R0,W0) 234.70 .00 232.27 .000 C0,C1 (no Q: R0,W0) 234.77 .00 232.27 .000 C0,C1 (no Q: R0,W0) 234.80 .00 232.27 .000 C0,C1 (no Q: R0,W0) 234.87 .00 232.27 .000 C0,C1 (no Q: R0,W0) 234.90 .00 232.27 .000 C0,C1 (no Q: R0,W0) 234.97 .00 232.27 .000 C0,C1 (no Q: R0,W0) 235.00 .00 232.27 .000 C0,C1 (no Q: R0,W0) 235.07 .00 232.27 .000 C0,C1 (no Q: R0,W0) 235.10 .00 232.27 .000 C0,C1 (no Q: R0,W0) 235.17 .00 232.27 .000 C0,C1 (no Q: R0,W0) 235.20 .00 232.27 .000 C0,C1 (no Q: R0,W0) 235.27 .00 232.27 .000 C0,C1 (no Q: R0,W0) 235.30 .00 232.27 .000 C0,C1 (no Q: R0,W0) 235.37 .00 232.27 .000 C0,C1 (no Q: R0,W0) 235.40 .00 232.27 .000 C0,C1 (no Q: R0,W0) 235.47 .00 232.27 .000 C0,C1 (no Q: R0,W0) 235.50 .00 232.27 .000 C0,C1 (no Q: R0,W0) 235.57 .00 232.27 .000 C0,C1 (no Q: R0,W0) 235.60 .00 232.27 .000 C0,C1 (no Q: R0,W0) 235.67 .00 232.27 .000 C0,C1 (no Q: R0,W0) 235.70 .00 232.27 .000 C0,C1 (no Q: R0,W0) 235.77 .00 232.27 .000 C0,C1 (no Q: R0,W0) 235.80 .00 232.27 .000 C0,C1 (no Q: R0,W0) 235.87 .00 232.27 .000 C0,C1 (no Q: R0,W0) 235.90 .00 232.27 .000 C0,C1 (no Q: R0,W0) 235.97 .00 232.27 .000 C0,C1 (no Q: R0,W0) 236.00 .00 232.27 .000 C0,C1 (no Q: R0,W0) 236.10 .00 232.27 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.214 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 232.27 .000 C0,C1 (no Q: R0,W0) 236.30 .00 232.27 .000 C0,C1 (no Q: R0,W0) 236.40 .00 232.27 .000 C0,C1 (no Q: R0,W0) 236.50 .00 232.27 .000 C0,C1 (no Q: R0,W0) 236.60 .00 232.27 .000 C0,C1 (no Q: R0,W0) 236.70 .00 232.27 .000 C0,C1 (no Q: R0,W0) 236.80 .00 232.27 .000 C0,C1 (no Q: R0,W0) 236.90 .01 232.27 .000 C0,C1 (no Q: R0,W0) 237.00 .10 232.27 .000 C0,C1 (no Q: R0,W0) 237.10 .25 232.27 .000 C0,C1 (no Q: R0,W0) 237.20 .47 232.27 .000 C0,C1 (no Q: R0,W0) 237.30 .77 232.27 .000 C0,C1 (no Q: R0,W0) 237.40 1.08 232.27 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 232.27 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 232.27 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 232.27 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 232.27 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 232.27 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 232.27 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 232.27 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 232.27 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 232.27 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 232.27 .000 C0,C1 (no Q: R0,W0) 238.50 5.66 232.27 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 232.27 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 232.27 .000 C0,C1 (no Q: R0,W0) 238.80 6.81 232.27 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 232.27 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 232.27 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 232.27 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 232.27 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 232.27 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.215 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 232.27 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 232.27 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 232.27 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 232.27 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 232.27 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 232.27 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 232.27 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 232.27 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 232.27 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 232.27 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 232.27 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 232.27 .000 R0,C0,C1,W0 240.40 40.36 232.27 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 232.27 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 232.27 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 232.27 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 232.27 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 232.27 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 232.27 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 232.27 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 232.27 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 232.27 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 232.27 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 232.27 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 232.27 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 232.27 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 232.27 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 232.27 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 232.27 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.216 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 232.37 .000 (no Q: R0,C0,C1,W0) 233.04 .00 232.37 .000 (no Q: R0,C0,C1,W0) 233.07 .00 232.37 .000 (no Q: R0,C0,C1,W0) 233.10 .00 232.37 .000 (no Q: R0,C0,C1,W0) 233.17 .00 232.37 .000 (no Q: R0,C0,C1,W0) 233.18 .00 232.37 .000 (no Q: R0,C0,C1,W0) 233.20 .00 232.37 .000 C0,C1 (no Q: R0,W0) 233.27 .00 232.37 .000 C0,C1 (no Q: R0,W0) 233.30 .00 232.37 .000 C0,C1 (no Q: R0,W0) 233.37 .00 232.37 .000 C0,C1 (no Q: R0,W0) 233.40 .00 232.37 .000 C0,C1 (no Q: R0,W0) 233.47 .00 232.37 .000 C0,C1 (no Q: R0,W0) 233.50 .00 232.37 .000 C0,C1 (no Q: R0,W0) 233.57 .00 232.37 .000 C0,C1 (no Q: R0,W0) 233.60 .00 232.37 .000 C0,C1 (no Q: R0,W0) 233.67 .00 232.37 .000 C0,C1 (no Q: R0,W0) 233.70 .00 232.37 .000 C0,C1 (no Q: R0,W0) 233.77 .00 232.37 .000 C0,C1 (no Q: R0,W0) 233.80 .00 232.37 .000 C0,C1 (no Q: R0,W0) 233.87 .00 232.37 .000 C0,C1 (no Q: R0,W0) 233.90 .00 232.37 .000 C0,C1 (no Q: R0,W0) 233.97 .00 232.37 .000 C0,C1 (no Q: R0,W0) 234.00 .00 232.37 .000 C0,C1 (no Q: R0,W0) 234.07 .00 232.37 .000 C0,C1 (no Q: R0,W0) 234.10 .00 232.37 .000 C0,C1 (no Q: R0,W0) 234.17 .00 232.37 .000 C0,C1 (no Q: R0,W0) 234.20 .00 232.37 .000 C0,C1 (no Q: R0,W0) 234.27 .00 232.37 .000 C0,C1 (no Q: R0,W0) 234.30 .00 232.37 .000 C0,C1 (no Q: R0,W0) 234.37 .00 232.37 .000 C0,C1 (no Q: R0,W0) 234.40 .00 232.37 .000 C0,C1 (no Q: R0,W0) 234.47 .00 232.37 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.217 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 232.37 .000 C0,C1 (no Q: R0,W0) 234.57 .00 232.37 .000 C0,C1 (no Q: R0,W0) 234.60 .00 232.37 .000 C0,C1 (no Q: R0,W0) 234.67 .00 232.37 .000 C0,C1 (no Q: R0,W0) 234.70 .00 232.37 .000 C0,C1 (no Q: R0,W0) 234.77 .00 232.37 .000 C0,C1 (no Q: R0,W0) 234.80 .00 232.37 .000 C0,C1 (no Q: R0,W0) 234.87 .00 232.37 .000 C0,C1 (no Q: R0,W0) 234.90 .00 232.37 .000 C0,C1 (no Q: R0,W0) 234.97 .00 232.37 .000 C0,C1 (no Q: R0,W0) 235.00 .00 232.37 .000 C0,C1 (no Q: R0,W0) 235.07 .00 232.37 .000 C0,C1 (no Q: R0,W0) 235.10 .00 232.37 .000 C0,C1 (no Q: R0,W0) 235.17 .00 232.37 .000 C0,C1 (no Q: R0,W0) 235.20 .00 232.37 .000 C0,C1 (no Q: R0,W0) 235.27 .00 232.37 .000 C0,C1 (no Q: R0,W0) 235.30 .00 232.37 .000 C0,C1 (no Q: R0,W0) 235.37 .00 232.37 .000 C0,C1 (no Q: R0,W0) 235.40 .00 232.37 .000 C0,C1 (no Q: R0,W0) 235.47 .00 232.37 .000 C0,C1 (no Q: R0,W0) 235.50 .00 232.37 .000 C0,C1 (no Q: R0,W0) 235.57 .00 232.37 .000 C0,C1 (no Q: R0,W0) 235.60 .00 232.37 .000 C0,C1 (no Q: R0,W0) 235.67 .00 232.37 .000 C0,C1 (no Q: R0,W0) 235.70 .00 232.37 .000 C0,C1 (no Q: R0,W0) 235.77 .00 232.37 .000 C0,C1 (no Q: R0,W0) 235.80 .00 232.37 .000 C0,C1 (no Q: R0,W0) 235.87 .00 232.37 .000 C0,C1 (no Q: R0,W0) 235.90 .00 232.37 .000 C0,C1 (no Q: R0,W0) 235.97 .00 232.37 .000 C0,C1 (no Q: R0,W0) 236.00 .00 232.37 .000 C0,C1 (no Q: R0,W0) 236.10 .00 232.37 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.218 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 232.37 .000 C0,C1 (no Q: R0,W0) 236.30 .00 232.37 .000 C0,C1 (no Q: R0,W0) 236.40 .00 232.37 .000 C0,C1 (no Q: R0,W0) 236.50 .00 232.37 .000 C0,C1 (no Q: R0,W0) 236.60 .00 232.37 .000 C0,C1 (no Q: R0,W0) 236.70 .00 232.37 .000 C0,C1 (no Q: R0,W0) 236.80 .00 232.37 .000 C0,C1 (no Q: R0,W0) 236.90 .01 232.37 .000 C0,C1 (no Q: R0,W0) 237.00 .10 232.37 .000 C0,C1 (no Q: R0,W0) 237.10 .25 232.37 .000 C0,C1 (no Q: R0,W0) 237.20 .47 232.37 .000 C0,C1 (no Q: R0,W0) 237.30 .77 232.37 .000 C0,C1 (no Q: R0,W0) 237.40 1.08 232.37 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 232.37 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 232.37 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 232.37 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 232.37 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 232.37 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 232.37 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 232.37 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 232.37 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 232.37 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 232.37 .000 C0,C1 (no Q: R0,W0) 238.50 5.66 232.37 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 232.37 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 232.37 .000 C0,C1 (no Q: R0,W0) 238.80 6.81 232.37 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 232.37 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 232.37 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 232.37 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 232.37 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 232.37 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.219 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 232.37 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 232.37 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 232.37 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 232.37 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 232.37 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 232.37 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 232.37 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 232.37 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 232.37 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 232.37 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 232.37 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 232.37 .000 R0,C0,C1,W0 240.40 40.36 232.37 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 232.37 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 232.37 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 232.37 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 232.37 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 232.37 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 232.37 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 232.37 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 232.37 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 232.37 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 232.37 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 232.37 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 232.37 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 232.37 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 232.37 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 232.37 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 232.37 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.220 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 232.47 .000 (no Q: R0,C0,C1,W0) 233.04 .00 232.47 .000 (no Q: R0,C0,C1,W0) 233.07 .00 232.47 .000 (no Q: R0,C0,C1,W0) 233.10 .00 232.47 .000 (no Q: R0,C0,C1,W0) 233.17 .00 232.47 .000 (no Q: R0,C0,C1,W0) 233.18 .00 232.47 .000 (no Q: R0,C0,C1,W0) 233.20 .00 232.47 .000 C0,C1 (no Q: R0,W0) 233.27 .00 232.47 .000 C0,C1 (no Q: R0,W0) 233.30 .00 232.47 .000 C0,C1 (no Q: R0,W0) 233.37 .00 232.47 .000 C0,C1 (no Q: R0,W0) 233.40 .00 232.47 .000 C0,C1 (no Q: R0,W0) 233.47 .00 232.47 .000 C0,C1 (no Q: R0,W0) 233.50 .00 232.47 .000 C0,C1 (no Q: R0,W0) 233.57 .00 232.47 .000 C0,C1 (no Q: R0,W0) 233.60 .00 232.47 .000 C0,C1 (no Q: R0,W0) 233.67 .00 232.47 .000 C0,C1 (no Q: R0,W0) 233.70 .00 232.47 .000 C0,C1 (no Q: R0,W0) 233.77 .00 232.47 .000 C0,C1 (no Q: R0,W0) 233.80 .00 232.47 .000 C0,C1 (no Q: R0,W0) 233.87 .00 232.47 .000 C0,C1 (no Q: R0,W0) 233.90 .00 232.47 .000 C0,C1 (no Q: R0,W0) 233.97 .00 232.47 .000 C0,C1 (no Q: R0,W0) 234.00 .00 232.47 .000 C0,C1 (no Q: R0,W0) 234.07 .00 232.47 .000 C0,C1 (no Q: R0,W0) 234.10 .00 232.47 .000 C0,C1 (no Q: R0,W0) 234.17 .00 232.47 .000 C0,C1 (no Q: R0,W0) 234.20 .00 232.47 .000 C0,C1 (no Q: R0,W0) 234.27 .00 232.47 .000 C0,C1 (no Q: R0,W0) 234.30 .00 232.47 .000 C0,C1 (no Q: R0,W0) 234.37 .00 232.47 .000 C0,C1 (no Q: R0,W0) 234.40 .00 232.47 .000 C0,C1 (no Q: R0,W0) 234.47 .00 232.47 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.221 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 232.47 .000 C0,C1 (no Q: R0,W0) 234.57 .00 232.47 .000 C0,C1 (no Q: R0,W0) 234.60 .00 232.47 .000 C0,C1 (no Q: R0,W0) 234.67 .00 232.47 .000 C0,C1 (no Q: R0,W0) 234.70 .00 232.47 .000 C0,C1 (no Q: R0,W0) 234.77 .00 232.47 .000 C0,C1 (no Q: R0,W0) 234.80 .00 232.47 .000 C0,C1 (no Q: R0,W0) 234.87 .00 232.47 .000 C0,C1 (no Q: R0,W0) 234.90 .00 232.47 .000 C0,C1 (no Q: R0,W0) 234.97 .00 232.47 .000 C0,C1 (no Q: R0,W0) 235.00 .00 232.47 .000 C0,C1 (no Q: R0,W0) 235.07 .00 232.47 .000 C0,C1 (no Q: R0,W0) 235.10 .00 232.47 .000 C0,C1 (no Q: R0,W0) 235.17 .00 232.47 .000 C0,C1 (no Q: R0,W0) 235.20 .00 232.47 .000 C0,C1 (no Q: R0,W0) 235.27 .00 232.47 .000 C0,C1 (no Q: R0,W0) 235.30 .00 232.47 .000 C0,C1 (no Q: R0,W0) 235.37 .00 232.47 .000 C0,C1 (no Q: R0,W0) 235.40 .00 232.47 .000 C0,C1 (no Q: R0,W0) 235.47 .00 232.47 .000 C0,C1 (no Q: R0,W0) 235.50 .00 232.47 .000 C0,C1 (no Q: R0,W0) 235.57 .00 232.47 .000 C0,C1 (no Q: R0,W0) 235.60 .00 232.47 .000 C0,C1 (no Q: R0,W0) 235.67 .00 232.47 .000 C0,C1 (no Q: R0,W0) 235.70 .00 232.47 .000 C0,C1 (no Q: R0,W0) 235.77 .00 232.47 .000 C0,C1 (no Q: R0,W0) 235.80 .00 232.47 .000 C0,C1 (no Q: R0,W0) 235.87 .00 232.47 .000 C0,C1 (no Q: R0,W0) 235.90 .00 232.47 .000 C0,C1 (no Q: R0,W0) 235.97 .00 232.47 .000 C0,C1 (no Q: R0,W0) 236.00 .00 232.47 .000 C0,C1 (no Q: R0,W0) 236.10 .00 232.47 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.222 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 232.47 .000 C0,C1 (no Q: R0,W0) 236.30 .00 232.47 .000 C0,C1 (no Q: R0,W0) 236.40 .00 232.47 .000 C0,C1 (no Q: R0,W0) 236.50 .00 232.47 .000 C0,C1 (no Q: R0,W0) 236.60 .00 232.47 .000 C0,C1 (no Q: R0,W0) 236.70 .00 232.47 .000 C0,C1 (no Q: R0,W0) 236.80 .00 232.47 .000 C0,C1 (no Q: R0,W0) 236.90 .01 232.47 .000 C0,C1 (no Q: R0,W0) 237.00 .10 232.47 .000 C0,C1 (no Q: R0,W0) 237.10 .25 232.47 .000 C0,C1 (no Q: R0,W0) 237.20 .47 232.47 .000 C0,C1 (no Q: R0,W0) 237.30 .77 232.47 .000 C0,C1 (no Q: R0,W0) 237.40 1.08 232.47 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 232.47 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 232.47 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 232.47 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 232.47 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 232.47 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 232.47 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 232.47 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 232.47 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 232.47 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 232.47 .000 C0,C1 (no Q: R0,W0) 238.50 5.66 232.47 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 232.47 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 232.47 .000 C0,C1 (no Q: R0,W0) 238.80 6.81 232.47 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 232.47 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 232.47 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 232.47 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 232.47 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 232.47 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.223 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 232.47 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 232.47 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 232.47 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 232.47 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 232.47 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 232.47 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 232.47 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 232.47 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 232.47 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 232.47 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 232.47 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 232.47 .000 R0,C0,C1,W0 240.40 40.36 232.47 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 232.47 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 232.47 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 232.47 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 232.47 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 232.47 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 232.47 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 232.47 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 232.47 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 232.47 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 232.47 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 232.47 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 232.47 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 232.47 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 232.47 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 232.47 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 232.47 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.224 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 232.57 .000 (no Q: R0,C0,C1,W0) 233.04 .00 232.57 .000 (no Q: R0,C0,C1,W0) 233.07 .00 232.57 .000 (no Q: R0,C0,C1,W0) 233.10 .00 232.57 .000 (no Q: R0,C0,C1,W0) 233.17 .00 232.57 .000 (no Q: R0,C0,C1,W0) 233.18 .00 232.57 .000 (no Q: R0,C0,C1,W0) 233.20 .00 232.57 .000 C0,C1 (no Q: R0,W0) 233.27 .00 232.57 .000 C0,C1 (no Q: R0,W0) 233.30 .00 232.57 .000 C0,C1 (no Q: R0,W0) 233.37 .00 232.57 .000 C0,C1 (no Q: R0,W0) 233.40 .00 232.57 .000 C0,C1 (no Q: R0,W0) 233.47 .00 232.57 .000 C0,C1 (no Q: R0,W0) 233.50 .00 232.57 .000 C0,C1 (no Q: R0,W0) 233.57 .00 232.57 .000 C0,C1 (no Q: R0,W0) 233.60 .00 232.57 .000 C0,C1 (no Q: R0,W0) 233.67 .00 232.57 .000 C0,C1 (no Q: R0,W0) 233.70 .00 232.57 .000 C0,C1 (no Q: R0,W0) 233.77 .00 232.57 .000 C0,C1 (no Q: R0,W0) 233.80 .00 232.57 .000 C0,C1 (no Q: R0,W0) 233.87 .00 232.57 .000 C0,C1 (no Q: R0,W0) 233.90 .00 232.57 .000 C0,C1 (no Q: R0,W0) 233.97 .00 232.57 .000 C0,C1 (no Q: R0,W0) 234.00 .00 232.57 .000 C0,C1 (no Q: R0,W0) 234.07 .00 232.57 .000 C0,C1 (no Q: R0,W0) 234.10 .00 232.57 .000 C0,C1 (no Q: R0,W0) 234.17 .00 232.57 .000 C0,C1 (no Q: R0,W0) 234.20 .00 232.57 .000 C0,C1 (no Q: R0,W0) 234.27 .00 232.57 .000 C0,C1 (no Q: R0,W0) 234.30 .00 232.57 .000 C0,C1 (no Q: R0,W0) 234.37 .00 232.57 .000 C0,C1 (no Q: R0,W0) 234.40 .00 232.57 .000 C0,C1 (no Q: R0,W0) 234.47 .00 232.57 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.225 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 232.57 .000 C0,C1 (no Q: R0,W0) 234.57 .00 232.57 .000 C0,C1 (no Q: R0,W0) 234.60 .00 232.57 .000 C0,C1 (no Q: R0,W0) 234.67 .00 232.57 .000 C0,C1 (no Q: R0,W0) 234.70 .00 232.57 .000 C0,C1 (no Q: R0,W0) 234.77 .00 232.57 .000 C0,C1 (no Q: R0,W0) 234.80 .00 232.57 .000 C0,C1 (no Q: R0,W0) 234.87 .00 232.57 .000 C0,C1 (no Q: R0,W0) 234.90 .00 232.57 .000 C0,C1 (no Q: R0,W0) 234.97 .00 232.57 .000 C0,C1 (no Q: R0,W0) 235.00 .00 232.57 .000 C0,C1 (no Q: R0,W0) 235.07 .00 232.57 .000 C0,C1 (no Q: R0,W0) 235.10 .00 232.57 .000 C0,C1 (no Q: R0,W0) 235.17 .00 232.57 .000 C0,C1 (no Q: R0,W0) 235.20 .00 232.57 .000 C0,C1 (no Q: R0,W0) 235.27 .00 232.57 .000 C0,C1 (no Q: R0,W0) 235.30 .00 232.57 .000 C0,C1 (no Q: R0,W0) 235.37 .00 232.57 .000 C0,C1 (no Q: R0,W0) 235.40 .00 232.57 .000 C0,C1 (no Q: R0,W0) 235.47 .00 232.57 .000 C0,C1 (no Q: R0,W0) 235.50 .00 232.57 .000 C0,C1 (no Q: R0,W0) 235.57 .00 232.57 .000 C0,C1 (no Q: R0,W0) 235.60 .00 232.57 .000 C0,C1 (no Q: R0,W0) 235.67 .00 232.57 .000 C0,C1 (no Q: R0,W0) 235.70 .00 232.57 .000 C0,C1 (no Q: R0,W0) 235.77 .00 232.57 .000 C0,C1 (no Q: R0,W0) 235.80 .00 232.57 .000 C0,C1 (no Q: R0,W0) 235.87 .00 232.57 .000 C0,C1 (no Q: R0,W0) 235.90 .00 232.57 .000 C0,C1 (no Q: R0,W0) 235.97 .00 232.57 .000 C0,C1 (no Q: R0,W0) 236.00 .00 232.57 .000 C0,C1 (no Q: R0,W0) 236.10 .00 232.57 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.226 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 232.57 .000 C0,C1 (no Q: R0,W0) 236.30 .00 232.57 .000 C0,C1 (no Q: R0,W0) 236.40 .00 232.57 .000 C0,C1 (no Q: R0,W0) 236.50 .00 232.57 .000 C0,C1 (no Q: R0,W0) 236.60 .00 232.57 .000 C0,C1 (no Q: R0,W0) 236.70 .00 232.57 .000 C0,C1 (no Q: R0,W0) 236.80 .00 232.57 .000 C0,C1 (no Q: R0,W0) 236.90 .01 232.57 .000 C0,C1 (no Q: R0,W0) 237.00 .10 232.57 .000 C0,C1 (no Q: R0,W0) 237.10 .25 232.57 .000 C0,C1 (no Q: R0,W0) 237.20 .47 232.57 .000 C0,C1 (no Q: R0,W0) 237.30 .77 232.57 .000 C0,C1 (no Q: R0,W0) 237.40 1.08 232.57 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 232.57 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 232.57 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 232.57 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 232.57 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 232.57 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 232.57 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 232.57 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 232.57 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 232.57 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 232.57 .000 C0,C1 (no Q: R0,W0) 238.50 5.66 232.57 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 232.57 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 232.57 .000 C0,C1 (no Q: R0,W0) 238.80 6.81 232.57 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 232.57 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 232.57 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 232.57 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 232.57 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 232.57 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.227 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 232.57 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 232.57 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 232.57 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 232.57 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 232.57 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 232.57 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 232.57 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 232.57 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 232.57 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 232.57 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 232.57 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 232.57 .000 R0,C0,C1,W0 240.40 40.36 232.57 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 232.57 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 232.57 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 232.57 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 232.57 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 232.57 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 232.57 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 232.57 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 232.57 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 232.57 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 232.57 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 232.57 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 232.57 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 232.57 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 232.57 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 232.57 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 232.57 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.228 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 232.67 .000 (no Q: R0,C0,C1,W0) 233.04 .00 232.67 .000 (no Q: R0,C0,C1,W0) 233.07 .00 232.67 .000 (no Q: R0,C0,C1,W0) 233.10 .00 232.67 .000 (no Q: R0,C0,C1,W0) 233.17 .00 232.67 .000 (no Q: R0,C0,C1,W0) 233.18 .00 232.67 .000 (no Q: R0,C0,C1,W0) 233.20 .00 232.67 .000 C0,C1 (no Q: R0,W0) 233.27 .00 232.67 .000 C0,C1 (no Q: R0,W0) 233.30 .00 232.67 .000 C0,C1 (no Q: R0,W0) 233.37 .00 232.67 .000 C0,C1 (no Q: R0,W0) 233.40 .00 232.67 .000 C0,C1 (no Q: R0,W0) 233.47 .00 232.67 .000 C0,C1 (no Q: R0,W0) 233.50 .00 232.67 .000 C0,C1 (no Q: R0,W0) 233.57 .00 232.67 .000 C0,C1 (no Q: R0,W0) 233.60 .00 232.67 .000 C0,C1 (no Q: R0,W0) 233.67 .00 232.67 .000 C0,C1 (no Q: R0,W0) 233.70 .00 232.67 .000 C0,C1 (no Q: R0,W0) 233.77 .00 232.67 .000 C0,C1 (no Q: R0,W0) 233.80 .00 232.67 .000 C0,C1 (no Q: R0,W0) 233.87 .00 232.67 .000 C0,C1 (no Q: R0,W0) 233.90 .00 232.67 .000 C0,C1 (no Q: R0,W0) 233.97 .00 232.67 .000 C0,C1 (no Q: R0,W0) 234.00 .00 232.67 .000 C0,C1 (no Q: R0,W0) 234.07 .00 232.67 .000 C0,C1 (no Q: R0,W0) 234.10 .00 232.67 .000 C0,C1 (no Q: R0,W0) 234.17 .00 232.67 .000 C0,C1 (no Q: R0,W0) 234.20 .00 232.67 .000 C0,C1 (no Q: R0,W0) 234.27 .00 232.67 .000 C0,C1 (no Q: R0,W0) 234.30 .00 232.67 .000 C0,C1 (no Q: R0,W0) 234.37 .00 232.67 .000 C0,C1 (no Q: R0,W0) 234.40 .00 232.67 .000 C0,C1 (no Q: R0,W0) 234.47 .00 232.67 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.229 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 232.67 .000 C0,C1 (no Q: R0,W0) 234.57 .00 232.67 .000 C0,C1 (no Q: R0,W0) 234.60 .00 232.67 .000 C0,C1 (no Q: R0,W0) 234.67 .00 232.67 .000 C0,C1 (no Q: R0,W0) 234.70 .00 232.67 .000 C0,C1 (no Q: R0,W0) 234.77 .00 232.67 .000 C0,C1 (no Q: R0,W0) 234.80 .00 232.67 .000 C0,C1 (no Q: R0,W0) 234.87 .00 232.67 .000 C0,C1 (no Q: R0,W0) 234.90 .00 232.67 .000 C0,C1 (no Q: R0,W0) 234.97 .00 232.67 .000 C0,C1 (no Q: R0,W0) 235.00 .00 232.67 .000 C0,C1 (no Q: R0,W0) 235.07 .00 232.67 .000 C0,C1 (no Q: R0,W0) 235.10 .00 232.67 .000 C0,C1 (no Q: R0,W0) 235.17 .00 232.67 .000 C0,C1 (no Q: R0,W0) 235.20 .00 232.67 .000 C0,C1 (no Q: R0,W0) 235.27 .00 232.67 .000 C0,C1 (no Q: R0,W0) 235.30 .00 232.67 .000 C0,C1 (no Q: R0,W0) 235.37 .00 232.67 .000 C0,C1 (no Q: R0,W0) 235.40 .00 232.67 .000 C0,C1 (no Q: R0,W0) 235.47 .00 232.67 .000 C0,C1 (no Q: R0,W0) 235.50 .00 232.67 .000 C0,C1 (no Q: R0,W0) 235.57 .00 232.67 .000 C0,C1 (no Q: R0,W0) 235.60 .00 232.67 .000 C0,C1 (no Q: R0,W0) 235.67 .00 232.67 .000 C0,C1 (no Q: R0,W0) 235.70 .00 232.67 .000 C0,C1 (no Q: R0,W0) 235.77 .00 232.67 .000 C0,C1 (no Q: R0,W0) 235.80 .00 232.67 .000 C0,C1 (no Q: R0,W0) 235.87 .00 232.67 .000 C0,C1 (no Q: R0,W0) 235.90 .00 232.67 .000 C0,C1 (no Q: R0,W0) 235.97 .00 232.67 .000 C0,C1 (no Q: R0,W0) 236.00 .00 232.67 .000 C0,C1 (no Q: R0,W0) 236.10 .00 232.67 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.230 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 232.67 .000 C0,C1 (no Q: R0,W0) 236.30 .00 232.67 .000 C0,C1 (no Q: R0,W0) 236.40 .00 232.67 .000 C0,C1 (no Q: R0,W0) 236.50 .00 232.67 .000 C0,C1 (no Q: R0,W0) 236.60 .00 232.67 .000 C0,C1 (no Q: R0,W0) 236.70 .00 232.67 .000 C0,C1 (no Q: R0,W0) 236.80 .00 232.67 .000 C0,C1 (no Q: R0,W0) 236.90 .01 232.67 .000 C0,C1 (no Q: R0,W0) 237.00 .10 232.67 .000 C0,C1 (no Q: R0,W0) 237.10 .25 232.67 .000 C0,C1 (no Q: R0,W0) 237.20 .47 232.67 .000 C0,C1 (no Q: R0,W0) 237.30 .77 232.67 .000 C0,C1 (no Q: R0,W0) 237.40 1.08 232.67 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 232.67 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 232.67 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 232.67 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 232.67 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 232.67 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 232.67 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 232.67 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 232.67 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 232.67 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 232.67 .000 C0,C1 (no Q: R0,W0) 238.50 5.66 232.67 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 232.67 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 232.67 .000 C0,C1 (no Q: R0,W0) 238.80 6.81 232.67 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 232.67 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 232.67 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 232.67 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 232.67 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 232.67 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.231 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 232.67 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 232.67 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 232.67 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 232.67 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 232.67 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 232.67 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 232.67 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 232.67 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 232.67 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 232.67 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 232.67 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 232.67 .000 R0,C0,C1,W0 240.40 40.36 232.67 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 232.67 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 232.67 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 232.67 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 232.67 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 232.67 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 232.67 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 232.67 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 232.67 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 232.67 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 232.67 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 232.67 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 232.67 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 232.67 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 232.67 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 232.67 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 232.67 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.232 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 232.77 .000 (no Q: R0,C0,C1,W0) 233.04 .00 232.77 .000 (no Q: R0,C0,C1,W0) 233.07 .00 232.77 .000 (no Q: R0,C0,C1,W0) 233.10 .00 232.77 .000 (no Q: R0,C0,C1,W0) 233.17 .00 232.77 .000 (no Q: R0,C0,C1,W0) 233.18 .00 232.77 .000 (no Q: R0,C0,C1,W0) 233.20 .00 232.77 .000 C0,C1 (no Q: R0,W0) 233.27 .00 232.77 .000 C0,C1 (no Q: R0,W0) 233.30 .00 232.77 .000 C0,C1 (no Q: R0,W0) 233.37 .00 232.77 .000 C0,C1 (no Q: R0,W0) 233.40 .00 232.77 .000 C0,C1 (no Q: R0,W0) 233.47 .00 232.77 .000 C0,C1 (no Q: R0,W0) 233.50 .00 232.77 .000 C0,C1 (no Q: R0,W0) 233.57 .00 232.77 .000 C0,C1 (no Q: R0,W0) 233.60 .00 232.77 .000 C0,C1 (no Q: R0,W0) 233.67 .00 232.77 .000 C0,C1 (no Q: R0,W0) 233.70 .00 232.77 .000 C0,C1 (no Q: R0,W0) 233.77 .00 232.77 .000 C0,C1 (no Q: R0,W0) 233.80 .00 232.77 .000 C0,C1 (no Q: R0,W0) 233.87 .00 232.77 .000 C0,C1 (no Q: R0,W0) 233.90 .00 232.77 .000 C0,C1 (no Q: R0,W0) 233.97 .00 232.77 .000 C0,C1 (no Q: R0,W0) 234.00 .00 232.77 .000 C0,C1 (no Q: R0,W0) 234.07 .00 232.77 .000 C0,C1 (no Q: R0,W0) 234.10 .00 232.77 .000 C0,C1 (no Q: R0,W0) 234.17 .00 232.77 .000 C0,C1 (no Q: R0,W0) 234.20 .00 232.77 .000 C0,C1 (no Q: R0,W0) 234.27 .00 232.77 .000 C0,C1 (no Q: R0,W0) 234.30 .00 232.77 .000 C0,C1 (no Q: R0,W0) 234.37 .00 232.77 .000 C0,C1 (no Q: R0,W0) 234.40 .00 232.77 .000 C0,C1 (no Q: R0,W0) 234.47 .00 232.77 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.233 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 232.77 .000 C0,C1 (no Q: R0,W0) 234.57 .00 232.77 .000 C0,C1 (no Q: R0,W0) 234.60 .00 232.77 .000 C0,C1 (no Q: R0,W0) 234.67 .00 232.77 .000 C0,C1 (no Q: R0,W0) 234.70 .00 232.77 .000 C0,C1 (no Q: R0,W0) 234.77 .00 232.77 .000 C0,C1 (no Q: R0,W0) 234.80 .00 232.77 .000 C0,C1 (no Q: R0,W0) 234.87 .00 232.77 .000 C0,C1 (no Q: R0,W0) 234.90 .00 232.77 .000 C0,C1 (no Q: R0,W0) 234.97 .00 232.77 .000 C0,C1 (no Q: R0,W0) 235.00 .00 232.77 .000 C0,C1 (no Q: R0,W0) 235.07 .00 232.77 .000 C0,C1 (no Q: R0,W0) 235.10 .00 232.77 .000 C0,C1 (no Q: R0,W0) 235.17 .00 232.77 .000 C0,C1 (no Q: R0,W0) 235.20 .00 232.77 .000 C0,C1 (no Q: R0,W0) 235.27 .00 232.77 .000 C0,C1 (no Q: R0,W0) 235.30 .00 232.77 .000 C0,C1 (no Q: R0,W0) 235.37 .00 232.77 .000 C0,C1 (no Q: R0,W0) 235.40 .00 232.77 .000 C0,C1 (no Q: R0,W0) 235.47 .00 232.77 .000 C0,C1 (no Q: R0,W0) 235.50 .00 232.77 .000 C0,C1 (no Q: R0,W0) 235.57 .00 232.77 .000 C0,C1 (no Q: R0,W0) 235.60 .00 232.77 .000 C0,C1 (no Q: R0,W0) 235.67 .00 232.77 .000 C0,C1 (no Q: R0,W0) 235.70 .00 232.77 .000 C0,C1 (no Q: R0,W0) 235.77 .00 232.77 .000 C0,C1 (no Q: R0,W0) 235.80 .00 232.77 .000 C0,C1 (no Q: R0,W0) 235.87 .00 232.77 .000 C0,C1 (no Q: R0,W0) 235.90 .00 232.77 .000 C0,C1 (no Q: R0,W0) 235.97 .00 232.77 .000 C0,C1 (no Q: R0,W0) 236.00 .00 232.77 .000 C0,C1 (no Q: R0,W0) 236.10 .00 232.77 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.234 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 232.77 .000 C0,C1 (no Q: R0,W0) 236.30 .00 232.77 .000 C0,C1 (no Q: R0,W0) 236.40 .00 232.77 .000 C0,C1 (no Q: R0,W0) 236.50 .00 232.77 .000 C0,C1 (no Q: R0,W0) 236.60 .00 232.77 .000 C0,C1 (no Q: R0,W0) 236.70 .00 232.77 .000 C0,C1 (no Q: R0,W0) 236.80 .00 232.77 .000 C0,C1 (no Q: R0,W0) 236.90 .01 232.77 .000 C0,C1 (no Q: R0,W0) 237.00 .10 232.77 .000 C0,C1 (no Q: R0,W0) 237.10 .25 232.77 .000 C0,C1 (no Q: R0,W0) 237.20 .47 232.77 .000 C0,C1 (no Q: R0,W0) 237.30 .77 232.77 .000 C0,C1 (no Q: R0,W0) 237.40 1.08 232.77 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 232.77 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 232.77 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 232.77 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 232.77 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 232.77 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 232.77 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 232.77 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 232.77 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 232.77 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 232.77 .000 C0,C1 (no Q: R0,W0) 238.50 5.66 232.77 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 232.77 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 232.77 .000 C0,C1 (no Q: R0,W0) 238.80 6.81 232.77 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 232.77 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 232.77 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 232.77 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 232.77 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 232.77 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.235 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 232.77 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 232.77 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 232.77 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 232.77 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 232.77 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 232.77 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 232.77 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 232.77 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 232.77 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 232.77 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 232.77 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 232.77 .000 R0,C0,C1,W0 240.40 40.36 232.77 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 232.77 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 232.77 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 232.77 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 232.77 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 232.77 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 232.77 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 232.77 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 232.77 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 232.77 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 232.77 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 232.77 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 232.77 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 232.77 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 232.77 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 232.77 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 232.77 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.236 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 232.87 .000 (no Q: R0,C0,C1,W0) 233.04 .00 232.87 .000 (no Q: R0,C0,C1,W0) 233.07 .00 232.87 .000 (no Q: R0,C0,C1,W0) 233.10 .00 232.87 .000 (no Q: R0,C0,C1,W0) 233.17 .00 232.87 .000 (no Q: R0,C0,C1,W0) 233.18 .00 232.87 .000 (no Q: R0,C0,C1,W0) 233.20 .00 232.87 .000 C0,C1 (no Q: R0,W0) 233.27 .00 232.87 .000 C0,C1 (no Q: R0,W0) 233.30 .00 232.87 .000 C0,C1 (no Q: R0,W0) 233.37 .00 232.87 .000 C0,C1 (no Q: R0,W0) 233.40 .00 232.87 .000 C0,C1 (no Q: R0,W0) 233.47 .00 232.87 .000 C0,C1 (no Q: R0,W0) 233.50 .00 232.87 .000 C0,C1 (no Q: R0,W0) 233.57 .00 232.87 .000 C0,C1 (no Q: R0,W0) 233.60 .00 232.87 .000 C0,C1 (no Q: R0,W0) 233.67 .00 232.87 .000 C0,C1 (no Q: R0,W0) 233.70 .00 232.87 .000 C0,C1 (no Q: R0,W0) 233.77 .00 232.87 .000 C0,C1 (no Q: R0,W0) 233.80 .00 232.87 .000 C0,C1 (no Q: R0,W0) 233.87 .00 232.87 .000 C0,C1 (no Q: R0,W0) 233.90 .00 232.87 .000 C0,C1 (no Q: R0,W0) 233.97 .00 232.87 .000 C0,C1 (no Q: R0,W0) 234.00 .00 232.87 .000 C0,C1 (no Q: R0,W0) 234.07 .00 232.87 .000 C0,C1 (no Q: R0,W0) 234.10 .00 232.87 .000 C0,C1 (no Q: R0,W0) 234.17 .00 232.87 .000 C0,C1 (no Q: R0,W0) 234.20 .00 232.87 .000 C0,C1 (no Q: R0,W0) 234.27 .00 232.87 .000 C0,C1 (no Q: R0,W0) 234.30 .00 232.87 .000 C0,C1 (no Q: R0,W0) 234.37 .00 232.87 .000 C0,C1 (no Q: R0,W0) 234.40 .00 232.87 .000 C0,C1 (no Q: R0,W0) 234.47 .00 232.87 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.237 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 232.87 .000 C0,C1 (no Q: R0,W0) 234.57 .00 232.87 .000 C0,C1 (no Q: R0,W0) 234.60 .00 232.87 .000 C0,C1 (no Q: R0,W0) 234.67 .00 232.87 .000 C0,C1 (no Q: R0,W0) 234.70 .00 232.87 .000 C0,C1 (no Q: R0,W0) 234.77 .00 232.87 .000 C0,C1 (no Q: R0,W0) 234.80 .00 232.87 .000 C0,C1 (no Q: R0,W0) 234.87 .00 232.87 .000 C0,C1 (no Q: R0,W0) 234.90 .00 232.87 .000 C0,C1 (no Q: R0,W0) 234.97 .00 232.87 .000 C0,C1 (no Q: R0,W0) 235.00 .00 232.87 .000 C0,C1 (no Q: R0,W0) 235.07 .00 232.87 .000 C0,C1 (no Q: R0,W0) 235.10 .00 232.87 .000 C0,C1 (no Q: R0,W0) 235.17 .00 232.87 .000 C0,C1 (no Q: R0,W0) 235.20 .00 232.87 .000 C0,C1 (no Q: R0,W0) 235.27 .00 232.87 .000 C0,C1 (no Q: R0,W0) 235.30 .00 232.87 .000 C0,C1 (no Q: R0,W0) 235.37 .00 232.87 .000 C0,C1 (no Q: R0,W0) 235.40 .00 232.87 .000 C0,C1 (no Q: R0,W0) 235.47 .00 232.87 .000 C0,C1 (no Q: R0,W0) 235.50 .00 232.87 .000 C0,C1 (no Q: R0,W0) 235.57 .00 232.87 .000 C0,C1 (no Q: R0,W0) 235.60 .00 232.87 .000 C0,C1 (no Q: R0,W0) 235.67 .00 232.87 .000 C0,C1 (no Q: R0,W0) 235.70 .00 232.87 .000 C0,C1 (no Q: R0,W0) 235.77 .00 232.87 .000 C0,C1 (no Q: R0,W0) 235.80 .00 232.87 .000 C0,C1 (no Q: R0,W0) 235.87 .00 232.87 .000 C0,C1 (no Q: R0,W0) 235.90 .00 232.87 .000 C0,C1 (no Q: R0,W0) 235.97 .00 232.87 .000 C0,C1 (no Q: R0,W0) 236.00 .00 232.87 .000 C0,C1 (no Q: R0,W0) 236.10 .00 232.87 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.238 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 232.87 .000 C0,C1 (no Q: R0,W0) 236.30 .00 232.87 .000 C0,C1 (no Q: R0,W0) 236.40 .00 232.87 .000 C0,C1 (no Q: R0,W0) 236.50 .00 232.87 .000 C0,C1 (no Q: R0,W0) 236.60 .00 232.87 .000 C0,C1 (no Q: R0,W0) 236.70 .00 232.87 .000 C0,C1 (no Q: R0,W0) 236.80 .00 232.87 .000 C0,C1 (no Q: R0,W0) 236.90 .01 232.87 .000 C0,C1 (no Q: R0,W0) 237.00 .10 232.87 .000 C0,C1 (no Q: R0,W0) 237.10 .25 232.87 .000 C0,C1 (no Q: R0,W0) 237.20 .47 232.87 .000 C0,C1 (no Q: R0,W0) 237.30 .77 232.87 .000 C0,C1 (no Q: R0,W0) 237.40 1.08 232.87 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 232.87 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 232.87 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 232.87 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 232.87 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 232.87 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 232.87 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 232.87 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 232.87 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 232.87 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 232.87 .000 C0,C1 (no Q: R0,W0) 238.50 5.66 232.87 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 232.87 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 232.87 .000 C0,C1 (no Q: R0,W0) 238.80 6.81 232.87 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 232.87 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 232.87 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 232.87 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 232.87 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 232.87 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.239 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 232.87 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 232.87 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 232.87 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 232.87 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 232.87 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 232.87 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 232.87 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 232.87 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 232.87 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 232.87 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 232.87 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 232.87 .000 R0,C0,C1,W0 240.40 40.36 232.87 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 232.87 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 232.87 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 232.87 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 232.87 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 232.87 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 232.87 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 232.87 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 232.87 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 232.87 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 232.87 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 232.87 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 232.87 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 232.87 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 232.87 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 232.87 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 232.87 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.240 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 232.97 .000 (no Q: R0,C0,C1,W0) 233.04 .00 232.97 .000 (no Q: R0,C0,C1,W0) 233.07 .00 232.97 .000 (no Q: R0,C0,C1,W0) 233.10 .00 232.97 .000 (no Q: R0,C0,C1,W0) 233.17 .00 232.97 .000 (no Q: R0,C0,C1,W0) 233.18 .00 232.97 .000 (no Q: R0,C0,C1,W0) 233.20 .00 232.97 .000 C0,C1 (no Q: R0,W0) 233.27 .00 232.97 .000 C0,C1 (no Q: R0,W0) 233.30 .00 232.97 .000 C0,C1 (no Q: R0,W0) 233.37 .00 232.97 .000 C0,C1 (no Q: R0,W0) 233.40 .00 232.97 .000 C0,C1 (no Q: R0,W0) 233.47 .00 232.97 .000 C0,C1 (no Q: R0,W0) 233.50 .00 232.97 .000 C0,C1 (no Q: R0,W0) 233.57 .00 232.97 .000 C0,C1 (no Q: R0,W0) 233.60 .00 232.97 .000 C0,C1 (no Q: R0,W0) 233.67 .00 232.97 .000 C0,C1 (no Q: R0,W0) 233.70 .00 232.97 .000 C0,C1 (no Q: R0,W0) 233.77 .00 232.97 .000 C0,C1 (no Q: R0,W0) 233.80 .00 232.97 .000 C0,C1 (no Q: R0,W0) 233.87 .00 232.97 .000 C0,C1 (no Q: R0,W0) 233.90 .00 232.97 .000 C0,C1 (no Q: R0,W0) 233.97 .00 232.97 .000 C0,C1 (no Q: R0,W0) 234.00 .00 232.97 .000 C0,C1 (no Q: R0,W0) 234.07 .00 232.97 .000 C0,C1 (no Q: R0,W0) 234.10 .00 232.97 .000 C0,C1 (no Q: R0,W0) 234.17 .00 232.97 .000 C0,C1 (no Q: R0,W0) 234.20 .00 232.97 .000 C0,C1 (no Q: R0,W0) 234.27 .00 232.97 .000 C0,C1 (no Q: R0,W0) 234.30 .00 232.97 .000 C0,C1 (no Q: R0,W0) 234.37 .00 232.97 .000 C0,C1 (no Q: R0,W0) 234.40 .00 232.97 .000 C0,C1 (no Q: R0,W0) 234.47 .00 232.97 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.241 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 232.97 .000 C0,C1 (no Q: R0,W0) 234.57 .00 232.97 .000 C0,C1 (no Q: R0,W0) 234.60 .00 232.97 .000 C0,C1 (no Q: R0,W0) 234.67 .00 232.97 .000 C0,C1 (no Q: R0,W0) 234.70 .00 232.97 .000 C0,C1 (no Q: R0,W0) 234.77 .00 232.97 .000 C0,C1 (no Q: R0,W0) 234.80 .00 232.97 .000 C0,C1 (no Q: R0,W0) 234.87 .00 232.97 .000 C0,C1 (no Q: R0,W0) 234.90 .00 232.97 .000 C0,C1 (no Q: R0,W0) 234.97 .00 232.97 .000 C0,C1 (no Q: R0,W0) 235.00 .00 232.97 .000 C0,C1 (no Q: R0,W0) 235.07 .00 232.97 .000 C0,C1 (no Q: R0,W0) 235.10 .00 232.97 .000 C0,C1 (no Q: R0,W0) 235.17 .00 232.97 .000 C0,C1 (no Q: R0,W0) 235.20 .00 232.97 .000 C0,C1 (no Q: R0,W0) 235.27 .00 232.97 .000 C0,C1 (no Q: R0,W0) 235.30 .00 232.97 .000 C0,C1 (no Q: R0,W0) 235.37 .00 232.97 .000 C0,C1 (no Q: R0,W0) 235.40 .00 232.97 .000 C0,C1 (no Q: R0,W0) 235.47 .00 232.97 .000 C0,C1 (no Q: R0,W0) 235.50 .00 232.97 .000 C0,C1 (no Q: R0,W0) 235.57 .00 232.97 .000 C0,C1 (no Q: R0,W0) 235.60 .00 232.97 .000 C0,C1 (no Q: R0,W0) 235.67 .00 232.97 .000 C0,C1 (no Q: R0,W0) 235.70 .00 232.97 .000 C0,C1 (no Q: R0,W0) 235.77 .00 232.97 .000 C0,C1 (no Q: R0,W0) 235.80 .00 232.97 .000 C0,C1 (no Q: R0,W0) 235.87 .00 232.97 .000 C0,C1 (no Q: R0,W0) 235.90 .00 232.97 .000 C0,C1 (no Q: R0,W0) 235.97 .00 232.97 .000 C0,C1 (no Q: R0,W0) 236.00 .00 232.97 .000 C0,C1 (no Q: R0,W0) 236.10 .00 232.97 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.242 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 232.97 .000 C0,C1 (no Q: R0,W0) 236.30 .00 232.97 .000 C0,C1 (no Q: R0,W0) 236.40 .00 232.97 .000 C0,C1 (no Q: R0,W0) 236.50 .00 232.97 .000 C0,C1 (no Q: R0,W0) 236.60 .00 232.97 .000 C0,C1 (no Q: R0,W0) 236.70 .00 232.97 .000 C0,C1 (no Q: R0,W0) 236.80 .00 232.97 .000 C0,C1 (no Q: R0,W0) 236.90 .01 232.97 .000 C0,C1 (no Q: R0,W0) 237.00 .10 232.97 .000 C0,C1 (no Q: R0,W0) 237.10 .25 232.97 .000 C0,C1 (no Q: R0,W0) 237.20 .47 232.97 .000 C0,C1 (no Q: R0,W0) 237.30 .77 232.97 .000 C0,C1 (no Q: R0,W0) 237.40 1.08 232.97 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 232.97 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 232.97 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 232.97 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 232.97 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 232.97 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 232.97 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 232.97 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 232.97 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 232.97 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 232.97 .000 C0,C1 (no Q: R0,W0) 238.50 5.66 232.97 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 232.97 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 232.97 .000 C0,C1 (no Q: R0,W0) 238.80 6.81 232.97 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 232.97 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 232.97 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 232.97 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 232.97 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 232.97 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.243 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 232.97 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 232.97 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 232.97 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 232.97 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 232.97 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 232.97 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 232.97 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 232.97 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 232.97 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 232.97 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 232.97 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 232.97 .000 R0,C0,C1,W0 240.40 40.36 232.97 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 232.97 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 232.97 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 232.97 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 232.97 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 232.97 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 232.97 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 232.97 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 232.97 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 232.97 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 232.97 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 232.97 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 232.97 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 232.97 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 232.97 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 232.97 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 232.97 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.244 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 233.00 .000 (no Q: R0,C0,C1,W0) 233.04 .00 233.00 .000 (no Q: R0,C0,C1,W0) 233.07 .00 233.00 .000 (no Q: R0,C0,C1,W0) 233.10 .00 233.00 .000 (no Q: R0,C0,C1,W0) 233.17 .00 233.00 .000 (no Q: R0,C0,C1,W0) 233.18 .00 233.00 .000 (no Q: R0,C0,C1,W0) 233.20 .00 233.00 .000 C0,C1 (no Q: R0,W0) 233.27 .00 233.00 .000 C0,C1 (no Q: R0,W0) 233.30 .00 233.00 .000 C0,C1 (no Q: R0,W0) 233.37 .00 233.00 .000 C0,C1 (no Q: R0,W0) 233.40 .00 233.00 .000 C0,C1 (no Q: R0,W0) 233.47 .00 233.00 .000 C0,C1 (no Q: R0,W0) 233.50 .00 233.00 .000 C0,C1 (no Q: R0,W0) 233.57 .00 233.00 .000 C0,C1 (no Q: R0,W0) 233.60 .00 233.00 .000 C0,C1 (no Q: R0,W0) 233.67 .00 233.00 .000 C0,C1 (no Q: R0,W0) 233.70 .00 233.00 .000 C0,C1 (no Q: R0,W0) 233.77 .00 233.00 .000 C0,C1 (no Q: R0,W0) 233.80 .00 233.00 .000 C0,C1 (no Q: R0,W0) 233.87 .00 233.00 .000 C0,C1 (no Q: R0,W0) 233.90 .00 233.00 .000 C0,C1 (no Q: R0,W0) 233.97 .00 233.00 .000 C0,C1 (no Q: R0,W0) 234.00 .00 233.00 .000 C0,C1 (no Q: R0,W0) 234.07 .00 233.00 .000 C0,C1 (no Q: R0,W0) 234.10 .00 233.00 .000 C0,C1 (no Q: R0,W0) 234.17 .00 233.00 .000 C0,C1 (no Q: R0,W0) 234.20 .00 233.00 .000 C0,C1 (no Q: R0,W0) 234.27 .00 233.00 .000 C0,C1 (no Q: R0,W0) 234.30 .00 233.00 .000 C0,C1 (no Q: R0,W0) 234.37 .00 233.00 .000 C0,C1 (no Q: R0,W0) 234.40 .00 233.00 .000 C0,C1 (no Q: R0,W0) 234.47 .00 233.00 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.245 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 233.00 .000 C0,C1 (no Q: R0,W0) 234.57 .00 233.00 .000 C0,C1 (no Q: R0,W0) 234.60 .00 233.00 .000 C0,C1 (no Q: R0,W0) 234.67 .00 233.00 .000 C0,C1 (no Q: R0,W0) 234.70 .00 233.00 .000 C0,C1 (no Q: R0,W0) 234.77 .00 233.00 .000 C0,C1 (no Q: R0,W0) 234.80 .00 233.00 .000 C0,C1 (no Q: R0,W0) 234.87 .00 233.00 .000 C0,C1 (no Q: R0,W0) 234.90 .00 233.00 .000 C0,C1 (no Q: R0,W0) 234.97 .00 233.00 .000 C0,C1 (no Q: R0,W0) 235.00 .00 233.00 .000 C0,C1 (no Q: R0,W0) 235.07 .00 233.00 .000 C0,C1 (no Q: R0,W0) 235.10 .00 233.00 .000 C0,C1 (no Q: R0,W0) 235.17 .00 233.00 .000 C0,C1 (no Q: R0,W0) 235.20 .00 233.00 .000 C0,C1 (no Q: R0,W0) 235.27 .00 233.00 .000 C0,C1 (no Q: R0,W0) 235.30 .00 233.00 .000 C0,C1 (no Q: R0,W0) 235.37 .00 233.00 .000 C0,C1 (no Q: R0,W0) 235.40 .00 233.00 .000 C0,C1 (no Q: R0,W0) 235.47 .00 233.00 .000 C0,C1 (no Q: R0,W0) 235.50 .00 233.00 .000 C0,C1 (no Q: R0,W0) 235.57 .00 233.00 .000 C0,C1 (no Q: R0,W0) 235.60 .00 233.00 .000 C0,C1 (no Q: R0,W0) 235.67 .00 233.00 .000 C0,C1 (no Q: R0,W0) 235.70 .00 233.00 .000 C0,C1 (no Q: R0,W0) 235.77 .00 233.00 .000 C0,C1 (no Q: R0,W0) 235.80 .00 233.00 .000 C0,C1 (no Q: R0,W0) 235.87 .00 233.00 .000 C0,C1 (no Q: R0,W0) 235.90 .00 233.00 .000 C0,C1 (no Q: R0,W0) 235.97 .00 233.00 .000 C0,C1 (no Q: R0,W0) 236.00 .00 233.00 .000 C0,C1 (no Q: R0,W0) 236.10 .00 233.00 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.246 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 233.00 .000 C0,C1 (no Q: R0,W0) 236.30 .00 233.00 .000 C0,C1 (no Q: R0,W0) 236.40 .00 233.00 .000 C0,C1 (no Q: R0,W0) 236.50 .00 233.00 .000 C0,C1 (no Q: R0,W0) 236.60 .00 233.00 .000 C0,C1 (no Q: R0,W0) 236.70 .00 233.00 .000 C0,C1 (no Q: R0,W0) 236.80 .00 233.00 .000 C0,C1 (no Q: R0,W0) 236.90 .01 233.00 .000 C0,C1 (no Q: R0,W0) 237.00 .10 233.00 .000 C0,C1 (no Q: R0,W0) 237.10 .25 233.00 .000 C0,C1 (no Q: R0,W0) 237.20 .47 233.00 .000 C0,C1 (no Q: R0,W0) 237.30 .77 233.00 .000 C0,C1 (no Q: R0,W0) 237.40 1.08 233.00 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 233.00 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 233.00 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 233.00 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 233.00 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 233.00 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 233.00 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 233.00 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 233.00 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 233.00 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 233.00 .000 C0,C1 (no Q: R0,W0) 238.50 5.66 233.00 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 233.00 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 233.00 .000 C0,C1 (no Q: R0,W0) 238.80 6.81 233.00 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 233.00 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 233.00 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 233.00 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 233.00 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 233.00 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.247 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 233.00 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 233.00 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 233.00 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 233.00 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 233.00 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 233.00 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 233.00 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 233.00 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 233.00 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 233.00 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 233.00 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 233.00 .000 R0,C0,C1,W0 240.40 40.36 233.00 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 233.00 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 233.00 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 233.00 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 233.00 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 233.00 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 233.00 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 233.00 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 233.00 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 233.00 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 233.00 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 233.00 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 233.00 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 233.00 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 233.00 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 233.00 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 233.00 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.248 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 233.04 .000 (no Q: R0,C0,C1,W0) 233.04 .00 233.04 .000 (no Q: R0,C0,C1,W0) 233.07 .00 233.04 .000 (no Q: R0,C0,C1,W0) 233.10 .00 233.04 .000 (no Q: R0,C0,C1,W0) 233.17 .00 233.04 .000 (no Q: R0,C0,C1,W0) 233.18 .00 233.04 .000 (no Q: R0,C0,C1,W0) 233.20 .00 233.04 .000 C0,C1 (no Q: R0,W0) 233.27 .00 233.04 .000 C0,C1 (no Q: R0,W0) 233.30 .00 233.04 .000 C0,C1 (no Q: R0,W0) 233.37 .00 233.04 .000 C0,C1 (no Q: R0,W0) 233.40 .00 233.04 .000 C0,C1 (no Q: R0,W0) 233.47 .00 233.04 .000 C0,C1 (no Q: R0,W0) 233.50 .00 233.04 .000 C0,C1 (no Q: R0,W0) 233.57 .00 233.04 .000 C0,C1 (no Q: R0,W0) 233.60 .00 233.04 .000 C0,C1 (no Q: R0,W0) 233.67 .00 233.04 .000 C0,C1 (no Q: R0,W0) 233.70 .00 233.04 .000 C0,C1 (no Q: R0,W0) 233.77 .00 233.04 .000 C0,C1 (no Q: R0,W0) 233.80 .00 233.04 .000 C0,C1 (no Q: R0,W0) 233.87 .00 233.04 .000 C0,C1 (no Q: R0,W0) 233.90 .00 233.04 .000 C0,C1 (no Q: R0,W0) 233.97 .00 233.04 .000 C0,C1 (no Q: R0,W0) 234.00 .00 233.04 .000 C0,C1 (no Q: R0,W0) 234.07 .00 233.04 .000 C0,C1 (no Q: R0,W0) 234.10 .00 233.04 .000 C0,C1 (no Q: R0,W0) 234.17 .00 233.04 .000 C0,C1 (no Q: R0,W0) 234.20 .00 233.04 .000 C0,C1 (no Q: R0,W0) 234.27 .00 233.04 .000 C0,C1 (no Q: R0,W0) 234.30 .00 233.04 .000 C0,C1 (no Q: R0,W0) 234.37 .00 233.04 .000 C0,C1 (no Q: R0,W0) 234.40 .00 233.04 .000 C0,C1 (no Q: R0,W0) 234.47 .00 233.04 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.249 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 233.04 .000 C0,C1 (no Q: R0,W0) 234.57 .00 233.04 .000 C0,C1 (no Q: R0,W0) 234.60 .00 233.04 .000 C0,C1 (no Q: R0,W0) 234.67 .00 233.04 .000 C0,C1 (no Q: R0,W0) 234.70 .00 233.04 .000 C0,C1 (no Q: R0,W0) 234.77 .00 233.04 .000 C0,C1 (no Q: R0,W0) 234.80 .00 233.04 .000 C0,C1 (no Q: R0,W0) 234.87 .00 233.04 .000 C0,C1 (no Q: R0,W0) 234.90 .00 233.04 .000 C0,C1 (no Q: R0,W0) 234.97 .00 233.04 .000 C0,C1 (no Q: R0,W0) 235.00 .00 233.04 .000 C0,C1 (no Q: R0,W0) 235.07 .00 233.04 .000 C0,C1 (no Q: R0,W0) 235.10 .00 233.04 .000 C0,C1 (no Q: R0,W0) 235.17 .00 233.04 .000 C0,C1 (no Q: R0,W0) 235.20 .00 233.04 .000 C0,C1 (no Q: R0,W0) 235.27 .00 233.04 .000 C0,C1 (no Q: R0,W0) 235.30 .00 233.04 .000 C0,C1 (no Q: R0,W0) 235.37 .00 233.04 .000 C0,C1 (no Q: R0,W0) 235.40 .00 233.04 .000 C0,C1 (no Q: R0,W0) 235.47 .00 233.04 .000 C0,C1 (no Q: R0,W0) 235.50 .00 233.04 .000 C0,C1 (no Q: R0,W0) 235.57 .00 233.04 .000 C0,C1 (no Q: R0,W0) 235.60 .00 233.04 .000 C0,C1 (no Q: R0,W0) 235.67 .00 233.04 .000 C0,C1 (no Q: R0,W0) 235.70 .00 233.04 .000 C0,C1 (no Q: R0,W0) 235.77 .00 233.04 .000 C0,C1 (no Q: R0,W0) 235.80 .00 233.04 .000 C0,C1 (no Q: R0,W0) 235.87 .00 233.04 .000 C0,C1 (no Q: R0,W0) 235.90 .00 233.04 .000 C0,C1 (no Q: R0,W0) 235.97 .00 233.04 .000 C0,C1 (no Q: R0,W0) 236.00 .00 233.04 .000 C0,C1 (no Q: R0,W0) 236.10 .00 233.04 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.250 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 233.04 .000 C0,C1 (no Q: R0,W0) 236.30 .00 233.04 .000 C0,C1 (no Q: R0,W0) 236.40 .00 233.04 .000 C0,C1 (no Q: R0,W0) 236.50 .00 233.04 .000 C0,C1 (no Q: R0,W0) 236.60 .00 233.04 .000 C0,C1 (no Q: R0,W0) 236.70 .00 233.04 .000 C0,C1 (no Q: R0,W0) 236.80 .00 233.04 .000 C0,C1 (no Q: R0,W0) 236.90 .01 233.04 .000 C0,C1 (no Q: R0,W0) 237.00 .10 233.04 .000 C0,C1 (no Q: R0,W0) 237.10 .25 233.04 .000 C0,C1 (no Q: R0,W0) 237.20 .47 233.04 .000 C0,C1 (no Q: R0,W0) 237.30 .77 233.04 .000 C0,C1 (no Q: R0,W0) 237.40 1.08 233.04 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 233.04 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 233.04 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 233.04 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 233.04 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 233.04 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 233.04 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 233.04 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 233.04 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 233.04 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 233.04 .000 C0,C1 (no Q: R0,W0) 238.50 5.66 233.04 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 233.04 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 233.04 .000 C0,C1 (no Q: R0,W0) 238.80 6.81 233.04 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 233.04 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 233.04 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 233.04 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 233.04 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 233.04 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.251 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 233.04 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 233.04 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 233.04 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 233.04 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 233.04 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 233.04 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 233.04 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 233.04 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 233.04 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 233.04 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 233.04 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 233.04 .000 R0,C0,C1,W0 240.40 40.36 233.04 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 233.04 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 233.04 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 233.04 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 233.04 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 233.04 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 233.04 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 233.04 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 233.04 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 233.04 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 233.04 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 233.04 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 233.04 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 233.04 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 233.04 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 233.04 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 233.04 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.252 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 233.07 .000 (no Q: R0,C0,C1,W0) 233.04 .00 233.07 .000 (no Q: R0,C0,C1,W0) 233.07 .00 233.07 .000 (no Q: R0,C0,C1,W0) 233.10 .00 233.07 .000 (no Q: R0,C0,C1,W0) 233.17 .00 233.07 .000 (no Q: R0,C0,C1,W0) 233.18 .00 233.07 .000 (no Q: R0,C0,C1,W0) 233.20 .00 233.07 .000 C0,C1 (no Q: R0,W0) 233.27 .00 233.07 .000 C0,C1 (no Q: R0,W0) 233.30 .00 233.07 .000 C0,C1 (no Q: R0,W0) 233.37 .00 233.07 .000 C0,C1 (no Q: R0,W0) 233.40 .00 233.07 .000 C0,C1 (no Q: R0,W0) 233.47 .00 233.07 .000 C0,C1 (no Q: R0,W0) 233.50 .00 233.07 .000 C0,C1 (no Q: R0,W0) 233.57 .00 233.07 .000 C0,C1 (no Q: R0,W0) 233.60 .00 233.07 .000 C0,C1 (no Q: R0,W0) 233.67 .00 233.07 .000 C0,C1 (no Q: R0,W0) 233.70 .00 233.07 .000 C0,C1 (no Q: R0,W0) 233.77 .00 233.07 .000 C0,C1 (no Q: R0,W0) 233.80 .00 233.07 .000 C0,C1 (no Q: R0,W0) 233.87 .00 233.07 .000 C0,C1 (no Q: R0,W0) 233.90 .00 233.07 .000 C0,C1 (no Q: R0,W0) 233.97 .00 233.07 .000 C0,C1 (no Q: R0,W0) 234.00 .00 233.07 .000 C0,C1 (no Q: R0,W0) 234.07 .00 233.07 .000 C0,C1 (no Q: R0,W0) 234.10 .00 233.07 .000 C0,C1 (no Q: R0,W0) 234.17 .00 233.07 .000 C0,C1 (no Q: R0,W0) 234.20 .00 233.07 .000 C0,C1 (no Q: R0,W0) 234.27 .00 233.07 .000 C0,C1 (no Q: R0,W0) 234.30 .00 233.07 .000 C0,C1 (no Q: R0,W0) 234.37 .00 233.07 .000 C0,C1 (no Q: R0,W0) 234.40 .00 233.07 .000 C0,C1 (no Q: R0,W0) 234.47 .00 233.07 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.253 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 233.07 .000 C0,C1 (no Q: R0,W0) 234.57 .00 233.07 .000 C0,C1 (no Q: R0,W0) 234.60 .00 233.07 .000 C0,C1 (no Q: R0,W0) 234.67 .00 233.07 .000 C0,C1 (no Q: R0,W0) 234.70 .00 233.07 .000 C0,C1 (no Q: R0,W0) 234.77 .00 233.07 .000 C0,C1 (no Q: R0,W0) 234.80 .00 233.07 .000 C0,C1 (no Q: R0,W0) 234.87 .00 233.07 .000 C0,C1 (no Q: R0,W0) 234.90 .00 233.07 .000 C0,C1 (no Q: R0,W0) 234.97 .00 233.07 .000 C0,C1 (no Q: R0,W0) 235.00 .00 233.07 .000 C0,C1 (no Q: R0,W0) 235.07 .00 233.07 .000 C0,C1 (no Q: R0,W0) 235.10 .00 233.07 .000 C0,C1 (no Q: R0,W0) 235.17 .00 233.07 .000 C0,C1 (no Q: R0,W0) 235.20 .00 233.07 .000 C0,C1 (no Q: R0,W0) 235.27 .00 233.07 .000 C0,C1 (no Q: R0,W0) 235.30 .00 233.07 .000 C0,C1 (no Q: R0,W0) 235.37 .00 233.07 .000 C0,C1 (no Q: R0,W0) 235.40 .00 233.07 .000 C0,C1 (no Q: R0,W0) 235.47 .00 233.07 .000 C0,C1 (no Q: R0,W0) 235.50 .00 233.07 .000 C0,C1 (no Q: R0,W0) 235.57 .00 233.07 .000 C0,C1 (no Q: R0,W0) 235.60 .00 233.07 .000 C0,C1 (no Q: R0,W0) 235.67 .00 233.07 .000 C0,C1 (no Q: R0,W0) 235.70 .00 233.07 .000 C0,C1 (no Q: R0,W0) 235.77 .00 233.07 .000 C0,C1 (no Q: R0,W0) 235.80 .00 233.07 .000 C0,C1 (no Q: R0,W0) 235.87 .00 233.07 .000 C0,C1 (no Q: R0,W0) 235.90 .00 233.07 .000 C0,C1 (no Q: R0,W0) 235.97 .00 233.07 .000 C0,C1 (no Q: R0,W0) 236.00 .00 233.07 .000 C0,C1 (no Q: R0,W0) 236.10 .00 233.07 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.254 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 233.07 .000 C0,C1 (no Q: R0,W0) 236.30 .00 233.07 .000 C0,C1 (no Q: R0,W0) 236.40 .00 233.07 .000 C0,C1 (no Q: R0,W0) 236.50 .00 233.07 .000 C0,C1 (no Q: R0,W0) 236.60 .00 233.07 .000 C0,C1 (no Q: R0,W0) 236.70 .00 233.07 .000 C0,C1 (no Q: R0,W0) 236.80 .00 233.07 .000 C0,C1 (no Q: R0,W0) 236.90 .01 233.07 .000 C0,C1 (no Q: R0,W0) 237.00 .10 233.07 .000 C0,C1 (no Q: R0,W0) 237.10 .25 233.07 .000 C0,C1 (no Q: R0,W0) 237.20 .47 233.07 .000 C0,C1 (no Q: R0,W0) 237.30 .77 233.07 .000 C0,C1 (no Q: R0,W0) 237.40 1.08 233.07 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 233.07 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 233.07 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 233.07 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 233.07 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 233.07 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 233.07 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 233.07 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 233.07 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 233.07 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 233.07 .000 C0,C1 (no Q: R0,W0) 238.50 5.66 233.07 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 233.07 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 233.07 .000 C0,C1 (no Q: R0,W0) 238.80 6.81 233.07 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 233.07 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 233.07 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 233.07 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 233.07 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 233.07 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.255 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 233.07 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 233.07 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 233.07 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 233.07 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 233.07 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 233.07 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 233.07 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 233.07 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 233.07 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 233.07 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 233.07 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 233.07 .000 R0,C0,C1,W0 240.40 40.36 233.07 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 233.07 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 233.07 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 233.07 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 233.07 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 233.07 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 233.07 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 233.07 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 233.07 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 233.07 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 233.07 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 233.07 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 233.07 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 233.07 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 233.07 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 233.07 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 233.07 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.256 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 233.17 .000 (no Q: R0,C0,C1,W0) 233.04 .00 233.17 .000 (no Q: R0,C0,C1,W0) 233.07 .00 233.17 .000 (no Q: R0,C0,C1,W0) 233.10 .00 233.17 .000 (no Q: R0,C0,C1,W0) 233.17 .00 233.17 .000 (no Q: R0,C0,C1,W0) 233.18 .00 233.17 .000 (no Q: R0,C0,C1,W0) 233.20 .00 233.17 .000 C0,C1 (no Q: R0,W0) 233.27 .00 233.17 .000 C0,C1 (no Q: R0,W0) 233.30 .00 233.17 .000 C0,C1 (no Q: R0,W0) 233.37 .00 233.17 .000 C0,C1 (no Q: R0,W0) 233.40 .00 233.17 .000 C0,C1 (no Q: R0,W0) 233.47 .00 233.17 .000 C0,C1 (no Q: R0,W0) 233.50 .00 233.17 .000 C0,C1 (no Q: R0,W0) 233.57 .00 233.17 .000 C0,C1 (no Q: R0,W0) 233.60 .00 233.17 .000 C0,C1 (no Q: R0,W0) 233.67 .00 233.17 .000 C0,C1 (no Q: R0,W0) 233.70 .00 233.17 .000 C0,C1 (no Q: R0,W0) 233.77 .00 233.17 .000 C0,C1 (no Q: R0,W0) 233.80 .00 233.17 .000 C0,C1 (no Q: R0,W0) 233.87 .00 233.17 .000 C0,C1 (no Q: R0,W0) 233.90 .00 233.17 .000 C0,C1 (no Q: R0,W0) 233.97 .00 233.17 .000 C0,C1 (no Q: R0,W0) 234.00 .00 233.17 .000 C0,C1 (no Q: R0,W0) 234.07 .00 233.17 .000 C0,C1 (no Q: R0,W0) 234.10 .00 233.17 .000 C0,C1 (no Q: R0,W0) 234.17 .00 233.17 .000 C0,C1 (no Q: R0,W0) 234.20 .00 233.17 .000 C0,C1 (no Q: R0,W0) 234.27 .00 233.17 .000 C0,C1 (no Q: R0,W0) 234.30 .00 233.17 .000 C0,C1 (no Q: R0,W0) 234.37 .00 233.17 .000 C0,C1 (no Q: R0,W0) 234.40 .00 233.17 .000 C0,C1 (no Q: R0,W0) 234.47 .00 233.17 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.257 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 233.17 .000 C0,C1 (no Q: R0,W0) 234.57 .00 233.17 .000 C0,C1 (no Q: R0,W0) 234.60 .00 233.17 .000 C0,C1 (no Q: R0,W0) 234.67 .00 233.17 .000 C0,C1 (no Q: R0,W0) 234.70 .00 233.17 .000 C0,C1 (no Q: R0,W0) 234.77 .00 233.17 .000 C0,C1 (no Q: R0,W0) 234.80 .00 233.17 .000 C0,C1 (no Q: R0,W0) 234.87 .00 233.17 .000 C0,C1 (no Q: R0,W0) 234.90 .00 233.17 .000 C0,C1 (no Q: R0,W0) 234.97 .00 233.17 .000 C0,C1 (no Q: R0,W0) 235.00 .00 233.17 .000 C0,C1 (no Q: R0,W0) 235.07 .00 233.17 .000 C0,C1 (no Q: R0,W0) 235.10 .00 233.17 .000 C0,C1 (no Q: R0,W0) 235.17 .00 233.17 .000 C0,C1 (no Q: R0,W0) 235.20 .00 233.17 .000 C0,C1 (no Q: R0,W0) 235.27 .00 233.17 .000 C0,C1 (no Q: R0,W0) 235.30 .00 233.17 .000 C0,C1 (no Q: R0,W0) 235.37 .00 233.17 .000 C0,C1 (no Q: R0,W0) 235.40 .00 233.17 .000 C0,C1 (no Q: R0,W0) 235.47 .00 233.17 .000 C0,C1 (no Q: R0,W0) 235.50 .00 233.17 .000 C0,C1 (no Q: R0,W0) 235.57 .00 233.17 .000 C0,C1 (no Q: R0,W0) 235.60 .00 233.17 .000 C0,C1 (no Q: R0,W0) 235.67 .00 233.17 .000 C0,C1 (no Q: R0,W0) 235.70 .00 233.17 .000 C0,C1 (no Q: R0,W0) 235.77 .00 233.17 .000 C0,C1 (no Q: R0,W0) 235.80 .00 233.17 .000 C0,C1 (no Q: R0,W0) 235.87 .00 233.17 .000 C0,C1 (no Q: R0,W0) 235.90 .00 233.17 .000 C0,C1 (no Q: R0,W0) 235.97 .00 233.17 .000 C0,C1 (no Q: R0,W0) 236.00 .00 233.17 .000 C0,C1 (no Q: R0,W0) 236.10 .00 233.17 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.258 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 233.17 .000 C0,C1 (no Q: R0,W0) 236.30 .00 233.17 .000 C0,C1 (no Q: R0,W0) 236.40 .00 233.17 .000 C0,C1 (no Q: R0,W0) 236.50 .00 233.17 .000 C0,C1 (no Q: R0,W0) 236.60 .00 233.17 .000 C0,C1 (no Q: R0,W0) 236.70 .00 233.17 .000 C0,C1 (no Q: R0,W0) 236.80 .00 233.17 .000 C0,C1 (no Q: R0,W0) 236.90 .01 233.17 .000 C0,C1 (no Q: R0,W0) 237.00 .10 233.17 .000 C0,C1 (no Q: R0,W0) 237.10 .25 233.17 .000 C0,C1 (no Q: R0,W0) 237.20 .47 233.17 .000 C0,C1 (no Q: R0,W0) 237.30 .77 233.17 .000 C0,C1 (no Q: R0,W0) 237.40 1.08 233.17 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 233.17 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 233.17 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 233.17 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 233.17 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 233.17 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 233.17 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 233.17 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 233.17 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 233.17 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 233.17 .000 C0,C1 (no Q: R0,W0) 238.50 5.66 233.17 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 233.17 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 233.17 .000 C0,C1 (no Q: R0,W0) 238.80 6.81 233.17 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 233.17 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 233.17 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 233.17 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 233.17 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 233.17 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.259 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 233.17 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 233.17 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 233.17 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 233.17 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 233.17 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 233.17 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 233.17 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 233.17 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 233.17 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 233.17 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 233.17 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 233.17 .000 R0,C0,C1,W0 240.40 40.36 233.17 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 233.17 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 233.17 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 233.17 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 233.17 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 233.17 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 233.17 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 233.17 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 233.17 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 233.17 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 233.17 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 233.17 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 233.17 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 233.17 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 233.17 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 233.17 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 233.17 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.260 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 233.18 .000 (no Q: R0,C0,C1,W0) 233.04 .00 233.18 .000 (no Q: R0,C0,C1,W0) 233.07 .00 233.18 .000 (no Q: R0,C0,C1,W0) 233.10 .00 233.18 .000 (no Q: R0,C0,C1,W0) 233.17 .00 233.18 .000 (no Q: R0,C0,C1,W0) 233.18 .00 233.18 .000 (no Q: R0,C0,C1,W0) 233.20 .00 233.18 .000 C0,C1 (no Q: R0,W0) 233.27 .00 233.18 .000 C0,C1 (no Q: R0,W0) 233.30 .00 233.18 .000 C0,C1 (no Q: R0,W0) 233.37 .00 233.18 .000 C0,C1 (no Q: R0,W0) 233.40 .00 233.18 .000 C0,C1 (no Q: R0,W0) 233.47 .00 233.18 .000 C0,C1 (no Q: R0,W0) 233.50 .00 233.18 .000 C0,C1 (no Q: R0,W0) 233.57 .00 233.18 .000 C0,C1 (no Q: R0,W0) 233.60 .00 233.18 .000 C0,C1 (no Q: R0,W0) 233.67 .00 233.18 .000 C0,C1 (no Q: R0,W0) 233.70 .00 233.18 .000 C0,C1 (no Q: R0,W0) 233.77 .00 233.18 .000 C0,C1 (no Q: R0,W0) 233.80 .00 233.18 .000 C0,C1 (no Q: R0,W0) 233.87 .00 233.18 .000 C0,C1 (no Q: R0,W0) 233.90 .00 233.18 .000 C0,C1 (no Q: R0,W0) 233.97 .00 233.18 .000 C0,C1 (no Q: R0,W0) 234.00 .00 233.18 .000 C0,C1 (no Q: R0,W0) 234.07 .00 233.18 .000 C0,C1 (no Q: R0,W0) 234.10 .00 233.18 .000 C0,C1 (no Q: R0,W0) 234.17 .00 233.18 .000 C0,C1 (no Q: R0,W0) 234.20 .00 233.18 .000 C0,C1 (no Q: R0,W0) 234.27 .00 233.18 .000 C0,C1 (no Q: R0,W0) 234.30 .00 233.18 .000 C0,C1 (no Q: R0,W0) 234.37 .00 233.18 .000 C0,C1 (no Q: R0,W0) 234.40 .00 233.18 .000 C0,C1 (no Q: R0,W0) 234.47 .00 233.18 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.261 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 233.18 .000 C0,C1 (no Q: R0,W0) 234.57 .00 233.18 .000 C0,C1 (no Q: R0,W0) 234.60 .00 233.18 .000 C0,C1 (no Q: R0,W0) 234.67 .00 233.18 .000 C0,C1 (no Q: R0,W0) 234.70 .00 233.18 .000 C0,C1 (no Q: R0,W0) 234.77 .00 233.18 .000 C0,C1 (no Q: R0,W0) 234.80 .00 233.18 .000 C0,C1 (no Q: R0,W0) 234.87 .00 233.18 .000 C0,C1 (no Q: R0,W0) 234.90 .00 233.18 .000 C0,C1 (no Q: R0,W0) 234.97 .00 233.18 .000 C0,C1 (no Q: R0,W0) 235.00 .00 233.18 .000 C0,C1 (no Q: R0,W0) 235.07 .00 233.18 .000 C0,C1 (no Q: R0,W0) 235.10 .00 233.18 .000 C0,C1 (no Q: R0,W0) 235.17 .00 233.18 .000 C0,C1 (no Q: R0,W0) 235.20 .00 233.18 .000 C0,C1 (no Q: R0,W0) 235.27 .00 233.18 .000 C0,C1 (no Q: R0,W0) 235.30 .00 233.18 .000 C0,C1 (no Q: R0,W0) 235.37 .00 233.18 .000 C0,C1 (no Q: R0,W0) 235.40 .00 233.18 .000 C0,C1 (no Q: R0,W0) 235.47 .00 233.18 .000 C0,C1 (no Q: R0,W0) 235.50 .00 233.18 .000 C0,C1 (no Q: R0,W0) 235.57 .00 233.18 .000 C0,C1 (no Q: R0,W0) 235.60 .00 233.18 .000 C0,C1 (no Q: R0,W0) 235.67 .00 233.18 .000 C0,C1 (no Q: R0,W0) 235.70 .00 233.18 .000 C0,C1 (no Q: R0,W0) 235.77 .00 233.18 .000 C0,C1 (no Q: R0,W0) 235.80 .00 233.18 .000 C0,C1 (no Q: R0,W0) 235.87 .00 233.18 .000 C0,C1 (no Q: R0,W0) 235.90 .00 233.18 .000 C0,C1 (no Q: R0,W0) 235.97 .00 233.18 .000 C0,C1 (no Q: R0,W0) 236.00 .00 233.18 .000 C0,C1 (no Q: R0,W0) 236.10 .00 233.18 .000 C0,C1 (no Q: R0,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.262 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 233.18 .000 C0,C1 (no Q: R0,W0) 236.30 .00 233.18 .000 C0,C1 (no Q: R0,W0) 236.40 .00 233.18 .000 C0,C1 (no Q: R0,W0) 236.50 .00 233.18 .000 C0,C1 (no Q: R0,W0) 236.60 .00 233.18 .000 C0,C1 (no Q: R0,W0) 236.70 .00 233.18 .000 C0,C1 (no Q: R0,W0) 236.80 .00 233.18 .000 C0,C1 (no Q: R0,W0) 236.90 .01 233.18 .000 C0,C1 (no Q: R0,W0) 237.00 .10 233.18 .000 C0,C1 (no Q: R0,W0) 237.10 .25 233.18 .000 C0,C1 (no Q: R0,W0) 237.20 .47 233.18 .000 C0,C1 (no Q: R0,W0) 237.30 .77 233.18 .000 C0,C1 (no Q: R0,W0) 237.40 1.08 233.18 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 233.18 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 233.18 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 233.18 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 233.18 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 233.18 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 233.18 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 233.18 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 233.18 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 233.18 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 233.18 .000 C0,C1 (no Q: R0,W0) 238.50 5.66 233.18 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 233.18 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 233.18 .000 C0,C1 (no Q: R0,W0) 238.80 6.81 233.18 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 233.18 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 233.18 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 233.18 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 233.18 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 233.18 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.263 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 233.18 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 233.18 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 233.18 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 233.18 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 233.18 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 233.18 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 233.18 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 233.18 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 233.18 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 233.18 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 233.18 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 233.18 .000 R0,C0,C1,W0 240.40 40.36 233.18 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 233.18 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 233.18 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 233.18 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 233.18 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 233.18 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 233.18 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 233.18 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 233.18 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 233.18 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 233.18 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 233.18 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 233.18 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 233.18 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 233.18 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 233.18 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 233.18 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.264 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 233.27 .000 (no Q: R0,C0,C1,W0) 233.04 .00 233.27 .000 (no Q: R0,C0,C1,W0) 233.07 .00 233.27 .000 (no Q: R0,C0,C1,W0) 233.10 .00 233.27 .000 (no Q: R0,C0,C1,W0) 233.17 .00 233.27 .000 (no Q: R0,C0,C1,W0) 233.18 .00 233.27 .000 (no Q: R0,C0,C1,W0) 233.20 .00 233.27 .000 (no Q: R0,C0,C1,W0) 233.27 .00 233.27 .000 (no Q: R0,C0,C1,W0) 233.30 .00 233.27 .000 C0 (no Q: R0,C1,W0) 233.37 .00 233.27 .000 C0 (no Q: R0,C1,W0) 233.40 .00 233.27 .000 C0 (no Q: R0,C1,W0) 233.47 .00 233.27 .000 C0 (no Q: R0,C1,W0) 233.50 .00 233.27 .000 C0 (no Q: R0,C1,W0) 233.57 .00 233.27 .000 C0 (no Q: R0,C1,W0) 233.60 .00 233.27 .000 C0 (no Q: R0,C1,W0) 233.67 .00 233.27 .000 C0 (no Q: R0,C1,W0) 233.70 .00 233.27 .000 C0 (no Q: R0,C1,W0) 233.77 .00 233.27 .000 C0 (no Q: R0,C1,W0) 233.80 .00 233.27 .000 C0 (no Q: R0,C1,W0) 233.87 .00 233.27 .000 C0 (no Q: R0,C1,W0) 233.90 .00 233.27 .000 C0 (no Q: R0,C1,W0) 233.97 .00 233.27 .000 C0 (no Q: R0,C1,W0) 234.00 .00 233.27 .000 C0 (no Q: R0,C1,W0) 234.07 .00 233.27 .000 C0 (no Q: R0,C1,W0) 234.10 .00 233.27 .000 C0 (no Q: R0,C1,W0) 234.17 .00 233.27 .000 C0 (no Q: R0,C1,W0) 234.20 .00 233.27 .000 C0 (no Q: R0,C1,W0) 234.27 .00 233.27 .000 C0 (no Q: R0,C1,W0) 234.30 .00 233.27 .000 C0 (no Q: R0,C1,W0) 234.37 .00 233.27 .000 C0 (no Q: R0,C1,W0) 234.40 .00 233.27 .000 C0 (no Q: R0,C1,W0) 234.47 .00 233.27 .000 C0 (no Q: R0,C1,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.265 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 233.27 .000 C0 (no Q: R0,C1,W0) 234.57 .00 233.27 .000 C0 (no Q: R0,C1,W0) 234.60 .00 233.27 .000 C0 (no Q: R0,C1,W0) 234.67 .00 233.27 .000 C0 (no Q: R0,C1,W0) 234.70 .00 233.27 .000 C0 (no Q: R0,C1,W0) 234.77 .00 233.27 .000 C0 (no Q: R0,C1,W0) 234.80 .00 233.27 .000 C0 (no Q: R0,C1,W0) 234.87 .00 233.27 .000 C0 (no Q: R0,C1,W0) 234.90 .00 233.27 .000 C0 (no Q: R0,C1,W0) 234.97 .00 233.27 .000 C0 (no Q: R0,C1,W0) 235.00 .00 233.27 .000 C0 (no Q: R0,C1,W0) 235.07 .00 233.27 .000 C0 (no Q: R0,C1,W0) 235.10 .00 233.27 .000 C0 (no Q: R0,C1,W0) 235.17 .00 233.27 .000 C0 (no Q: R0,C1,W0) 235.20 .00 233.27 .000 C0 (no Q: R0,C1,W0) 235.27 .00 233.27 .000 C0 (no Q: R0,C1,W0) 235.30 .00 233.27 .000 C0 (no Q: R0,C1,W0) 235.37 .00 233.27 .000 C0 (no Q: R0,C1,W0) 235.40 .00 233.27 .000 C0 (no Q: R0,C1,W0) 235.47 .00 233.27 .000 C0 (no Q: R0,C1,W0) 235.50 .00 233.27 .000 C0 (no Q: R0,C1,W0) 235.57 .00 233.27 .000 C0 (no Q: R0,C1,W0) 235.60 .00 233.27 .000 C0 (no Q: R0,C1,W0) 235.67 .00 233.27 .000 C0 (no Q: R0,C1,W0) 235.70 .00 233.27 .000 C0 (no Q: R0,C1,W0) 235.77 .00 233.27 .000 C0 (no Q: R0,C1,W0) 235.80 .00 233.27 .000 C0 (no Q: R0,C1,W0) 235.87 .00 233.27 .000 C0 (no Q: R0,C1,W0) 235.90 .00 233.27 .000 C0 (no Q: R0,C1,W0) 235.97 .00 233.27 .000 C0 (no Q: R0,C1,W0) 236.00 .00 233.27 .000 C0 (no Q: R0,C1,W0) 236.10 .00 233.27 .000 C0 (no Q: R0,C1,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.266 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 233.27 .000 C0 (no Q: R0,C1,W0) 236.30 .00 233.27 .000 C0 (no Q: R0,C1,W0) 236.40 .00 233.27 .000 C0 (no Q: R0,C1,W0) 236.50 .00 233.27 .000 C0 (no Q: R0,C1,W0) 236.60 .00 233.27 .000 C0 (no Q: R0,C1,W0) 236.70 .00 233.27 .000 C0 (no Q: R0,C1,W0) 236.80 .00 233.27 .000 C0 (no Q: R0,C1,W0) 236.90 .01 233.27 .000 C0,C1 (no Q: R0,W0) 237.00 .10 233.27 .000 C0,C1 (no Q: R0,W0) 237.10 .25 233.27 .000 C0,C1 (no Q: R0,W0) 237.20 .47 233.27 .000 C0,C1 (no Q: R0,W0) 237.30 .77 233.27 .000 C0,C1 (no Q: R0,W0) 237.40 1.08 233.27 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 233.27 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 233.27 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 233.27 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 233.27 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 233.27 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 233.27 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 233.27 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 233.27 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 233.27 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 233.27 .000 C0,C1 (no Q: R0,W0) 238.50 5.66 233.27 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 233.27 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 233.27 .000 C0,C1 (no Q: R0,W0) 238.80 6.81 233.27 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 233.27 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 233.27 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 233.27 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 233.27 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 233.27 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.267 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 233.27 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 233.27 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 233.27 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 233.27 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 233.27 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 233.27 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 233.27 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 233.27 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 233.27 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 233.27 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 233.27 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 233.27 .000 R0,C0,C1,W0 240.40 40.36 233.27 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 233.27 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 233.27 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 233.27 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 233.27 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 233.27 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 233.27 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 233.27 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 233.27 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 233.27 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 233.27 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 233.27 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 233.27 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 233.27 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 233.27 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 233.27 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 233.27 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.268 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 233.37 .000 (no Q: R0,C0,C1,W0) 233.04 .00 233.37 .000 (no Q: R0,C0,C1,W0) 233.07 .00 233.37 .000 (no Q: R0,C0,C1,W0) 233.10 .00 233.37 .000 (no Q: R0,C0,C1,W0) 233.17 .00 233.37 .000 (no Q: R0,C0,C1,W0) 233.18 .00 233.37 .000 (no Q: R0,C0,C1,W0) 233.20 .00 233.37 .000 (no Q: R0,C0,C1,W0) 233.27 .00 233.37 .000 (no Q: R0,C0,C1,W0) 233.30 .00 233.37 .000 (no Q: R0,C0,C1,W0) 233.37 .00 233.37 .000 (no Q: R0,C0,C1,W0) 233.40 .00 233.37 .000 C0 (no Q: R0,C1,W0) 233.47 .00 233.37 .000 C0 (no Q: R0,C1,W0) 233.50 .00 233.37 .000 C0 (no Q: R0,C1,W0) 233.57 .00 233.37 .000 C0 (no Q: R0,C1,W0) 233.60 .00 233.37 .000 C0 (no Q: R0,C1,W0) 233.67 .00 233.37 .000 C0 (no Q: R0,C1,W0) 233.70 .00 233.37 .000 C0 (no Q: R0,C1,W0) 233.77 .00 233.37 .000 C0 (no Q: R0,C1,W0) 233.80 .00 233.37 .000 C0 (no Q: R0,C1,W0) 233.87 .00 233.37 .000 C0 (no Q: R0,C1,W0) 233.90 .00 233.37 .000 C0 (no Q: R0,C1,W0) 233.97 .00 233.37 .000 C0 (no Q: R0,C1,W0) 234.00 .00 233.37 .000 C0 (no Q: R0,C1,W0) 234.07 .00 233.37 .000 C0 (no Q: R0,C1,W0) 234.10 .00 233.37 .000 C0 (no Q: R0,C1,W0) 234.17 .00 233.37 .000 C0 (no Q: R0,C1,W0) 234.20 .00 233.37 .000 C0 (no Q: R0,C1,W0) 234.27 .00 233.37 .000 C0 (no Q: R0,C1,W0) 234.30 .00 233.37 .000 C0 (no Q: R0,C1,W0) 234.37 .00 233.37 .000 C0 (no Q: R0,C1,W0) 234.40 .00 233.37 .000 C0 (no Q: R0,C1,W0) 234.47 .00 233.37 .000 C0 (no Q: R0,C1,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.269 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 233.37 .000 C0 (no Q: R0,C1,W0) 234.57 .00 233.37 .000 C0 (no Q: R0,C1,W0) 234.60 .00 233.37 .000 C0 (no Q: R0,C1,W0) 234.67 .00 233.37 .000 C0 (no Q: R0,C1,W0) 234.70 .00 233.37 .000 C0 (no Q: R0,C1,W0) 234.77 .00 233.37 .000 C0 (no Q: R0,C1,W0) 234.80 .00 233.37 .000 C0 (no Q: R0,C1,W0) 234.87 .00 233.37 .000 C0 (no Q: R0,C1,W0) 234.90 .00 233.37 .000 C0 (no Q: R0,C1,W0) 234.97 .00 233.37 .000 C0 (no Q: R0,C1,W0) 235.00 .00 233.37 .000 C0 (no Q: R0,C1,W0) 235.07 .00 233.37 .000 C0 (no Q: R0,C1,W0) 235.10 .00 233.37 .000 C0 (no Q: R0,C1,W0) 235.17 .00 233.37 .000 C0 (no Q: R0,C1,W0) 235.20 .00 233.37 .000 C0 (no Q: R0,C1,W0) 235.27 .00 233.37 .000 C0 (no Q: R0,C1,W0) 235.30 .00 233.37 .000 C0 (no Q: R0,C1,W0) 235.37 .00 233.37 .000 C0 (no Q: R0,C1,W0) 235.40 .00 233.37 .000 C0 (no Q: R0,C1,W0) 235.47 .00 233.37 .000 C0 (no Q: R0,C1,W0) 235.50 .00 233.37 .000 C0 (no Q: R0,C1,W0) 235.57 .00 233.37 .000 C0 (no Q: R0,C1,W0) 235.60 .00 233.37 .000 C0 (no Q: R0,C1,W0) 235.67 .00 233.37 .000 C0 (no Q: R0,C1,W0) 235.70 .00 233.37 .000 C0 (no Q: R0,C1,W0) 235.77 .00 233.37 .000 C0 (no Q: R0,C1,W0) 235.80 .00 233.37 .000 C0 (no Q: R0,C1,W0) 235.87 .00 233.37 .000 C0 (no Q: R0,C1,W0) 235.90 .00 233.37 .000 C0 (no Q: R0,C1,W0) 235.97 .00 233.37 .000 C0 (no Q: R0,C1,W0) 236.00 .00 233.37 .000 C0 (no Q: R0,C1,W0) 236.10 .00 233.37 .000 C0 (no Q: R0,C1,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.270 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 233.37 .000 C0 (no Q: R0,C1,W0) 236.30 .00 233.37 .000 C0 (no Q: R0,C1,W0) 236.40 .00 233.37 .000 C0 (no Q: R0,C1,W0) 236.50 .00 233.37 .000 C0 (no Q: R0,C1,W0) 236.60 .00 233.37 .000 C0 (no Q: R0,C1,W0) 236.70 .00 233.37 .000 C0 (no Q: R0,C1,W0) 236.80 .00 233.37 .000 C0 (no Q: R0,C1,W0) 236.90 .01 233.37 .000 C0,C1 (no Q: R0,W0) 237.00 .10 233.37 .000 C0,C1 (no Q: R0,W0) 237.10 .25 233.37 .000 C0,C1 (no Q: R0,W0) 237.20 .47 233.37 .000 C0,C1 (no Q: R0,W0) 237.30 .77 233.37 .000 C0,C1 (no Q: R0,W0) 237.40 1.08 233.37 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 233.37 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 233.37 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 233.37 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 233.37 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 233.37 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 233.37 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 233.37 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 233.37 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 233.37 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 233.37 .000 C0,C1 (no Q: R0,W0) 238.50 5.66 233.37 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 233.37 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 233.37 .000 C0,C1 (no Q: R0,W0) 238.80 6.82 233.37 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 233.37 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 233.37 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 233.37 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 233.37 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 233.37 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.271 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 233.37 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 233.37 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 233.37 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 233.37 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 233.37 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 233.37 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 233.37 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 233.37 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 233.37 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 233.37 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 233.37 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 233.37 .000 R0,C0,C1,W0 240.40 40.36 233.37 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 233.37 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 233.37 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 233.37 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 233.37 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 233.37 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 233.37 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 233.37 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 233.37 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 233.37 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 233.37 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 233.37 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 233.37 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 233.37 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 233.37 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 233.37 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 233.37 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.272 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 233.47 .000 (no Q: R0,C0,C1,W0) 233.04 .00 233.47 .000 (no Q: R0,C0,C1,W0) 233.07 .00 233.47 .000 (no Q: R0,C0,C1,W0) 233.10 .00 233.47 .000 (no Q: R0,C0,C1,W0) 233.17 .00 233.47 .000 (no Q: R0,C0,C1,W0) 233.18 .00 233.47 .000 (no Q: R0,C0,C1,W0) 233.20 .00 233.47 .000 (no Q: R0,C0,C1,W0) 233.27 .00 233.47 .000 (no Q: R0,C0,C1,W0) 233.30 .00 233.47 .000 (no Q: R0,C0,C1,W0) 233.37 .00 233.47 .000 (no Q: R0,C0,C1,W0) 233.40 .00 233.47 .000 (no Q: R0,C0,C1,W0) 233.47 .00 233.47 .000 (no Q: R0,C0,C1,W0) 233.50 .00 233.47 .000 C0 (no Q: R0,C1,W0) 233.57 .00 233.47 .000 C0 (no Q: R0,C1,W0) 233.60 .00 233.47 .000 C0 (no Q: R0,C1,W0) 233.67 .00 233.47 .000 C0 (no Q: R0,C1,W0) 233.70 .00 233.47 .000 C0 (no Q: R0,C1,W0) 233.77 .00 233.47 .000 C0 (no Q: R0,C1,W0) 233.80 .00 233.47 .000 C0 (no Q: R0,C1,W0) 233.87 .00 233.47 .000 C0 (no Q: R0,C1,W0) 233.90 .00 233.47 .000 C0 (no Q: R0,C1,W0) 233.97 .00 233.47 .000 C0 (no Q: R0,C1,W0) 234.00 .00 233.47 .000 C0 (no Q: R0,C1,W0) 234.07 .00 233.47 .000 C0 (no Q: R0,C1,W0) 234.10 .00 233.47 .000 C0 (no Q: R0,C1,W0) 234.17 .00 233.47 .000 C0 (no Q: R0,C1,W0) 234.20 .00 233.47 .000 C0 (no Q: R0,C1,W0) 234.27 .00 233.47 .000 C0 (no Q: R0,C1,W0) 234.30 .00 233.47 .000 C0 (no Q: R0,C1,W0) 234.37 .00 233.47 .000 C0 (no Q: R0,C1,W0) 234.40 .00 233.47 .000 C0 (no Q: R0,C1,W0) 234.47 .00 233.47 .000 C0 (no Q: R0,C1,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.273 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 233.47 .000 C0 (no Q: R0,C1,W0) 234.57 .00 233.47 .000 C0 (no Q: R0,C1,W0) 234.60 .00 233.47 .000 C0 (no Q: R0,C1,W0) 234.67 .00 233.47 .000 C0 (no Q: R0,C1,W0) 234.70 .00 233.47 .000 C0 (no Q: R0,C1,W0) 234.77 .00 233.47 .000 C0 (no Q: R0,C1,W0) 234.80 .00 233.47 .000 C0 (no Q: R0,C1,W0) 234.87 .00 233.47 .000 C0 (no Q: R0,C1,W0) 234.90 .00 233.47 .000 C0 (no Q: R0,C1,W0) 234.97 .00 233.47 .000 C0 (no Q: R0,C1,W0) 235.00 .00 233.47 .000 C0 (no Q: R0,C1,W0) 235.07 .00 233.47 .000 C0 (no Q: R0,C1,W0) 235.10 .00 233.47 .000 C0 (no Q: R0,C1,W0) 235.17 .00 233.47 .000 C0 (no Q: R0,C1,W0) 235.20 .00 233.47 .000 C0 (no Q: R0,C1,W0) 235.27 .00 233.47 .000 C0 (no Q: R0,C1,W0) 235.30 .00 233.47 .000 C0 (no Q: R0,C1,W0) 235.37 .00 233.47 .000 C0 (no Q: R0,C1,W0) 235.40 .00 233.47 .000 C0 (no Q: R0,C1,W0) 235.47 .00 233.47 .000 C0 (no Q: R0,C1,W0) 235.50 .00 233.47 .000 C0 (no Q: R0,C1,W0) 235.57 .00 233.47 .000 C0 (no Q: R0,C1,W0) 235.60 .00 233.47 .000 C0 (no Q: R0,C1,W0) 235.67 .00 233.47 .000 C0 (no Q: R0,C1,W0) 235.70 .00 233.47 .000 C0 (no Q: R0,C1,W0) 235.77 .00 233.47 .000 C0 (no Q: R0,C1,W0) 235.80 .00 233.47 .000 C0 (no Q: R0,C1,W0) 235.87 .00 233.47 .000 C0 (no Q: R0,C1,W0) 235.90 .00 233.47 .000 C0 (no Q: R0,C1,W0) 235.97 .00 233.47 .000 C0 (no Q: R0,C1,W0) 236.00 .00 233.47 .000 C0 (no Q: R0,C1,W0) 236.10 .00 233.47 .000 C0 (no Q: R0,C1,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.274 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 233.47 .000 C0 (no Q: R0,C1,W0) 236.30 .00 233.47 .000 C0 (no Q: R0,C1,W0) 236.40 .00 233.47 .000 C0 (no Q: R0,C1,W0) 236.50 .00 233.47 .000 C0 (no Q: R0,C1,W0) 236.60 .00 233.47 .000 C0 (no Q: R0,C1,W0) 236.70 .00 233.47 .000 C0 (no Q: R0,C1,W0) 236.80 .00 233.47 .000 C0 (no Q: R0,C1,W0) 236.90 .01 233.47 .000 C0,C1 (no Q: R0,W0) 237.00 .10 233.47 .000 C0,C1 (no Q: R0,W0) 237.10 .25 233.47 .000 C0,C1 (no Q: R0,W0) 237.20 .47 233.47 .000 C0,C1 (no Q: R0,W0) 237.30 .77 233.47 .000 C0,C1 (no Q: R0,W0) 237.40 1.08 233.47 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 233.47 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 233.47 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 233.47 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 233.47 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 233.47 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 233.47 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 233.47 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 233.47 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 233.47 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 233.47 .000 C0,C1 (no Q: R0,W0) 238.50 5.66 233.47 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 233.47 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 233.47 .000 C0,C1 (no Q: R0,W0) 238.80 6.82 233.47 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 233.47 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 233.47 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 233.47 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 233.47 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 233.47 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.275 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 233.47 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 233.47 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 233.47 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 233.47 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 233.47 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 233.47 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 233.47 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 233.47 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 233.47 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 233.47 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 233.47 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 233.47 .000 R0,C0,C1,W0 240.40 40.36 233.47 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 233.47 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 233.47 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 233.47 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 233.47 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 233.47 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 233.47 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 233.47 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 233.47 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 233.47 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 233.47 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 233.47 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 233.47 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 233.47 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 233.47 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 233.47 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 233.47 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.276 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 233.57 .000 (no Q: R0,C0,C1,W0) 233.04 .00 233.57 .000 (no Q: R0,C0,C1,W0) 233.07 .00 233.57 .000 (no Q: R0,C0,C1,W0) 233.10 .00 233.57 .000 (no Q: R0,C0,C1,W0) 233.17 .00 233.57 .000 (no Q: R0,C0,C1,W0) 233.18 .00 233.57 .000 (no Q: R0,C0,C1,W0) 233.20 .00 233.57 .000 (no Q: R0,C0,C1,W0) 233.27 .00 233.57 .000 (no Q: R0,C0,C1,W0) 233.30 .00 233.57 .000 (no Q: R0,C0,C1,W0) 233.37 .00 233.57 .000 (no Q: R0,C0,C1,W0) 233.40 .00 233.57 .000 (no Q: R0,C0,C1,W0) 233.47 .00 233.57 .000 (no Q: R0,C0,C1,W0) 233.50 .00 233.57 .000 (no Q: R0,C0,C1,W0) 233.57 .00 233.57 .000 (no Q: R0,C0,C1,W0) 233.60 .00 233.57 .000 C0 (no Q: R0,C1,W0) 233.67 .00 233.57 .000 C0 (no Q: R0,C1,W0) 233.70 .00 233.57 .000 C0 (no Q: R0,C1,W0) 233.77 .00 233.57 .000 C0 (no Q: R0,C1,W0) 233.80 .00 233.57 .000 C0 (no Q: R0,C1,W0) 233.87 .00 233.57 .000 C0 (no Q: R0,C1,W0) 233.90 .00 233.57 .000 C0 (no Q: R0,C1,W0) 233.97 .00 233.57 .000 C0 (no Q: R0,C1,W0) 234.00 .00 233.57 .000 C0 (no Q: R0,C1,W0) 234.07 .00 233.57 .000 C0 (no Q: R0,C1,W0) 234.10 .00 233.57 .000 C0 (no Q: R0,C1,W0) 234.17 .00 233.57 .000 C0 (no Q: R0,C1,W0) 234.20 .00 233.57 .000 C0 (no Q: R0,C1,W0) 234.27 .00 233.57 .000 C0 (no Q: R0,C1,W0) 234.30 .00 233.57 .000 C0 (no Q: R0,C1,W0) 234.37 .00 233.57 .000 C0 (no Q: R0,C1,W0) 234.40 .00 233.57 .000 C0 (no Q: R0,C1,W0) 234.47 .00 233.57 .000 C0 (no Q: R0,C1,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.277 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 233.57 .000 C0 (no Q: R0,C1,W0) 234.57 .00 233.57 .000 C0 (no Q: R0,C1,W0) 234.60 .00 233.57 .000 C0 (no Q: R0,C1,W0) 234.67 .00 233.57 .000 C0 (no Q: R0,C1,W0) 234.70 .00 233.57 .000 C0 (no Q: R0,C1,W0) 234.77 .00 233.57 .000 C0 (no Q: R0,C1,W0) 234.80 .00 233.57 .000 C0 (no Q: R0,C1,W0) 234.87 .00 233.57 .000 C0 (no Q: R0,C1,W0) 234.90 .00 233.57 .000 C0 (no Q: R0,C1,W0) 234.97 .00 233.57 .000 C0 (no Q: R0,C1,W0) 235.00 .00 233.57 .000 C0 (no Q: R0,C1,W0) 235.07 .00 233.57 .000 C0 (no Q: R0,C1,W0) 235.10 .00 233.57 .000 C0 (no Q: R0,C1,W0) 235.17 .00 233.57 .000 C0 (no Q: R0,C1,W0) 235.20 .00 233.57 .000 C0 (no Q: R0,C1,W0) 235.27 .00 233.57 .000 C0 (no Q: R0,C1,W0) 235.30 .00 233.57 .000 C0 (no Q: R0,C1,W0) 235.37 .00 233.57 .000 C0 (no Q: R0,C1,W0) 235.40 .00 233.57 .000 C0 (no Q: R0,C1,W0) 235.47 .00 233.57 .000 C0 (no Q: R0,C1,W0) 235.50 .00 233.57 .000 C0 (no Q: R0,C1,W0) 235.57 .00 233.57 .000 C0 (no Q: R0,C1,W0) 235.60 .00 233.57 .000 C0 (no Q: R0,C1,W0) 235.67 .00 233.57 .000 C0 (no Q: R0,C1,W0) 235.70 .00 233.57 .000 C0 (no Q: R0,C1,W0) 235.77 .00 233.57 .000 C0 (no Q: R0,C1,W0) 235.80 .00 233.57 .000 C0 (no Q: R0,C1,W0) 235.87 .00 233.57 .000 C0 (no Q: R0,C1,W0) 235.90 .00 233.57 .000 C0 (no Q: R0,C1,W0) 235.97 .00 233.57 .000 C0 (no Q: R0,C1,W0) 236.00 .00 233.57 .000 C0 (no Q: R0,C1,W0) 236.10 .00 233.57 .000 C0 (no Q: R0,C1,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.278 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 233.57 .000 C0 (no Q: R0,C1,W0) 236.30 .00 233.57 .000 C0 (no Q: R0,C1,W0) 236.40 .00 233.57 .000 C0 (no Q: R0,C1,W0) 236.50 .00 233.57 .000 C0 (no Q: R0,C1,W0) 236.60 .00 233.57 .000 C0 (no Q: R0,C1,W0) 236.70 .00 233.57 .000 C0 (no Q: R0,C1,W0) 236.80 .00 233.57 .000 C0 (no Q: R0,C1,W0) 236.90 .01 233.57 .000 C0,C1 (no Q: R0,W0) 237.00 .10 233.57 .000 C0,C1 (no Q: R0,W0) 237.10 .25 233.57 .000 C0,C1 (no Q: R0,W0) 237.20 .47 233.57 .000 C0,C1 (no Q: R0,W0) 237.30 .77 233.57 .000 C0,C1 (no Q: R0,W0) 237.40 1.08 233.57 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 233.57 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 233.57 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 233.57 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 233.57 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 233.57 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 233.57 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 233.57 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 233.57 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 233.57 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 233.57 .000 C0,C1 (no Q: R0,W0) 238.50 5.66 233.57 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 233.57 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 233.57 .000 C0,C1 (no Q: R0,W0) 238.80 6.82 233.57 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 233.57 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 233.57 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 233.57 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 233.57 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 233.57 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.279 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 233.57 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 233.57 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 233.57 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 233.57 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 233.57 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 233.57 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 233.57 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 233.57 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 233.57 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 233.57 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 233.57 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 233.57 .000 R0,C0,C1,W0 240.40 40.36 233.57 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 233.57 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 233.57 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 233.57 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 233.57 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 233.57 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 233.57 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 233.57 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 233.57 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 233.57 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 233.57 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 233.57 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 233.57 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 233.57 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 233.57 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 233.57 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 233.57 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.280 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 233.67 .000 (no Q: R0,C0,C1,W0) 233.04 .00 233.67 .000 (no Q: R0,C0,C1,W0) 233.07 .00 233.67 .000 (no Q: R0,C0,C1,W0) 233.10 .00 233.67 .000 (no Q: R0,C0,C1,W0) 233.17 .00 233.67 .000 (no Q: R0,C0,C1,W0) 233.18 .00 233.67 .000 (no Q: R0,C0,C1,W0) 233.20 .00 233.67 .000 (no Q: R0,C0,C1,W0) 233.27 .00 233.67 .000 (no Q: R0,C0,C1,W0) 233.30 .00 233.67 .000 (no Q: R0,C0,C1,W0) 233.37 .00 233.67 .000 (no Q: R0,C0,C1,W0) 233.40 .00 233.67 .000 (no Q: R0,C0,C1,W0) 233.47 .00 233.67 .000 (no Q: R0,C0,C1,W0) 233.50 .00 233.67 .000 (no Q: R0,C0,C1,W0) 233.57 .00 233.67 .000 (no Q: R0,C0,C1,W0) 233.60 .00 233.67 .000 (no Q: R0,C0,C1,W0) 233.67 .00 233.67 .000 (no Q: R0,C0,C1,W0) 233.70 .00 233.67 .000 C0 (no Q: R0,C1,W0) 233.77 .00 233.67 .000 C0 (no Q: R0,C1,W0) 233.80 .00 233.67 .000 C0 (no Q: R0,C1,W0) 233.87 .00 233.67 .000 C0 (no Q: R0,C1,W0) 233.90 .00 233.67 .000 C0 (no Q: R0,C1,W0) 233.97 .00 233.67 .000 C0 (no Q: R0,C1,W0) 234.00 .00 233.67 .000 C0 (no Q: R0,C1,W0) 234.07 .00 233.67 .000 C0 (no Q: R0,C1,W0) 234.10 .00 233.67 .000 C0 (no Q: R0,C1,W0) 234.17 .00 233.67 .000 C0 (no Q: R0,C1,W0) 234.20 .00 233.67 .000 C0 (no Q: R0,C1,W0) 234.27 .00 233.67 .000 C0 (no Q: R0,C1,W0) 234.30 .00 233.67 .000 C0 (no Q: R0,C1,W0) 234.37 .00 233.67 .000 C0 (no Q: R0,C1,W0) 234.40 .00 233.67 .000 C0 (no Q: R0,C1,W0) 234.47 .00 233.67 .000 C0 (no Q: R0,C1,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.281 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 233.67 .000 C0 (no Q: R0,C1,W0) 234.57 .00 233.67 .000 C0 (no Q: R0,C1,W0) 234.60 .00 233.67 .000 C0 (no Q: R0,C1,W0) 234.67 .00 233.67 .000 C0 (no Q: R0,C1,W0) 234.70 .00 233.67 .000 C0 (no Q: R0,C1,W0) 234.77 .00 233.67 .000 C0 (no Q: R0,C1,W0) 234.80 .00 233.67 .000 C0 (no Q: R0,C1,W0) 234.87 .00 233.67 .000 C0 (no Q: R0,C1,W0) 234.90 .00 233.67 .000 C0 (no Q: R0,C1,W0) 234.97 .00 233.67 .000 C0 (no Q: R0,C1,W0) 235.00 .00 233.67 .000 C0 (no Q: R0,C1,W0) 235.07 .00 233.67 .000 C0 (no Q: R0,C1,W0) 235.10 .00 233.67 .000 C0 (no Q: R0,C1,W0) 235.17 .00 233.67 .000 C0 (no Q: R0,C1,W0) 235.20 .00 233.67 .000 C0 (no Q: R0,C1,W0) 235.27 .00 233.67 .000 C0 (no Q: R0,C1,W0) 235.30 .00 233.67 .000 C0 (no Q: R0,C1,W0) 235.37 .00 233.67 .000 C0 (no Q: R0,C1,W0) 235.40 .00 233.67 .000 C0 (no Q: R0,C1,W0) 235.47 .00 233.67 .000 C0 (no Q: R0,C1,W0) 235.50 .00 233.67 .000 C0 (no Q: R0,C1,W0) 235.57 .00 233.67 .000 C0 (no Q: R0,C1,W0) 235.60 .00 233.67 .000 C0 (no Q: R0,C1,W0) 235.67 .00 233.67 .000 C0 (no Q: R0,C1,W0) 235.70 .00 233.67 .000 C0 (no Q: R0,C1,W0) 235.77 .00 233.67 .000 C0 (no Q: R0,C1,W0) 235.80 .00 233.67 .000 C0 (no Q: R0,C1,W0) 235.87 .00 233.67 .000 C0 (no Q: R0,C1,W0) 235.90 .00 233.67 .000 C0 (no Q: R0,C1,W0) 235.97 .00 233.67 .000 C0 (no Q: R0,C1,W0) 236.00 .00 233.67 .000 C0 (no Q: R0,C1,W0) 236.10 .00 233.67 .000 C0 (no Q: R0,C1,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.282 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 233.67 .000 C0 (no Q: R0,C1,W0) 236.30 .00 233.67 .000 C0 (no Q: R0,C1,W0) 236.40 .00 233.67 .000 C0 (no Q: R0,C1,W0) 236.50 .00 233.67 .000 C0 (no Q: R0,C1,W0) 236.60 .00 233.67 .000 C0 (no Q: R0,C1,W0) 236.70 .00 233.67 .000 C0 (no Q: R0,C1,W0) 236.80 .00 233.67 .000 C0 (no Q: R0,C1,W0) 236.90 .01 233.67 .000 C0,C1 (no Q: R0,W0) 237.00 .10 233.67 .000 C0,C1 (no Q: R0,W0) 237.10 .25 233.67 .000 C0,C1 (no Q: R0,W0) 237.20 .47 233.67 .000 C0,C1 (no Q: R0,W0) 237.30 .76 233.67 .000 C0,C1 (no Q: R0,W0) 237.40 1.07 233.67 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 233.67 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 233.67 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 233.67 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 233.67 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 233.67 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 233.67 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 233.67 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 233.67 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 233.67 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 233.67 .000 C0,C1 (no Q: R0,W0) 238.50 5.66 233.67 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 233.67 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 233.67 .000 C0,C1 (no Q: R0,W0) 238.80 6.82 233.67 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 233.67 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 233.67 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 233.67 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 233.67 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 233.67 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.283 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 233.67 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 233.67 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 233.67 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 233.67 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 233.67 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 233.67 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 233.67 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 233.67 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 233.67 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 233.67 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 233.67 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 233.67 .000 R0,C0,C1,W0 240.40 40.36 233.67 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 233.67 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 233.67 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 233.67 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 233.67 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 233.67 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 233.67 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 233.67 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 233.67 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 233.67 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 233.67 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 233.67 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 233.67 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 233.67 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 233.67 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 233.67 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 233.67 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.284 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 233.77 .000 (no Q: R0,C0,C1,W0) 233.04 .00 233.77 .000 (no Q: R0,C0,C1,W0) 233.07 .00 233.77 .000 (no Q: R0,C0,C1,W0) 233.10 .00 233.77 .000 (no Q: R0,C0,C1,W0) 233.17 .00 233.77 .000 (no Q: R0,C0,C1,W0) 233.18 .00 233.77 .000 (no Q: R0,C0,C1,W0) 233.20 .00 233.77 .000 (no Q: R0,C0,C1,W0) 233.27 .00 233.77 .000 (no Q: R0,C0,C1,W0) 233.30 .00 233.77 .000 (no Q: R0,C0,C1,W0) 233.37 .00 233.77 .000 (no Q: R0,C0,C1,W0) 233.40 .00 233.77 .000 (no Q: R0,C0,C1,W0) 233.47 .00 233.77 .000 (no Q: R0,C0,C1,W0) 233.50 .00 233.77 .000 (no Q: R0,C0,C1,W0) 233.57 .00 233.77 .000 (no Q: R0,C0,C1,W0) 233.60 .00 233.77 .000 (no Q: R0,C0,C1,W0) 233.67 .00 233.77 .000 (no Q: R0,C0,C1,W0) 233.70 .00 233.77 .000 (no Q: R0,C0,C1,W0) 233.77 .00 233.77 .000 (no Q: R0,C0,C1,W0) 233.80 .00 233.77 .000 C0 (no Q: R0,C1,W0) 233.87 .00 233.77 .000 C0 (no Q: R0,C1,W0) 233.90 .00 233.77 .000 C0 (no Q: R0,C1,W0) 233.97 .00 233.77 .000 C0 (no Q: R0,C1,W0) 234.00 .00 233.77 .000 C0 (no Q: R0,C1,W0) 234.07 .00 233.77 .000 C0 (no Q: R0,C1,W0) 234.10 .00 233.77 .000 C0 (no Q: R0,C1,W0) 234.17 .00 233.77 .000 C0 (no Q: R0,C1,W0) 234.20 .00 233.77 .000 C0 (no Q: R0,C1,W0) 234.27 .00 233.77 .000 C0 (no Q: R0,C1,W0) 234.30 .00 233.77 .000 C0 (no Q: R0,C1,W0) 234.37 .00 233.77 .000 C0 (no Q: R0,C1,W0) 234.40 .00 233.77 .000 C0 (no Q: R0,C1,W0) 234.47 .00 233.77 .000 C0 (no Q: R0,C1,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.285 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 233.77 .000 C0 (no Q: R0,C1,W0) 234.57 .00 233.77 .000 C0 (no Q: R0,C1,W0) 234.60 .00 233.77 .000 C0 (no Q: R0,C1,W0) 234.67 .00 233.77 .000 C0 (no Q: R0,C1,W0) 234.70 .00 233.77 .000 C0 (no Q: R0,C1,W0) 234.77 .00 233.77 .000 C0 (no Q: R0,C1,W0) 234.80 .00 233.77 .000 C0 (no Q: R0,C1,W0) 234.87 .00 233.77 .000 C0 (no Q: R0,C1,W0) 234.90 .00 233.77 .000 C0 (no Q: R0,C1,W0) 234.97 .00 233.77 .000 C0 (no Q: R0,C1,W0) 235.00 .00 233.77 .000 C0 (no Q: R0,C1,W0) 235.07 .00 233.77 .000 C0 (no Q: R0,C1,W0) 235.10 .00 233.77 .000 C0 (no Q: R0,C1,W0) 235.17 .00 233.77 .000 C0 (no Q: R0,C1,W0) 235.20 .00 233.77 .000 C0 (no Q: R0,C1,W0) 235.27 .00 233.77 .000 C0 (no Q: R0,C1,W0) 235.30 .00 233.77 .000 C0 (no Q: R0,C1,W0) 235.37 .00 233.77 .000 C0 (no Q: R0,C1,W0) 235.40 .00 233.77 .000 C0 (no Q: R0,C1,W0) 235.47 .00 233.77 .000 C0 (no Q: R0,C1,W0) 235.50 .00 233.77 .000 C0 (no Q: R0,C1,W0) 235.57 .00 233.77 .000 C0 (no Q: R0,C1,W0) 235.60 .00 233.77 .000 C0 (no Q: R0,C1,W0) 235.67 .00 233.77 .000 C0 (no Q: R0,C1,W0) 235.70 .00 233.77 .000 C0 (no Q: R0,C1,W0) 235.77 .00 233.77 .000 C0 (no Q: R0,C1,W0) 235.80 .00 233.77 .000 C0 (no Q: R0,C1,W0) 235.87 .00 233.77 .000 C0 (no Q: R0,C1,W0) 235.90 .00 233.77 .000 C0 (no Q: R0,C1,W0) 235.97 .00 233.77 .000 C0 (no Q: R0,C1,W0) 236.00 .00 233.77 .000 C0 (no Q: R0,C1,W0) 236.10 .00 233.77 .000 C0 (no Q: R0,C1,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.286 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 233.77 .000 C0 (no Q: R0,C1,W0) 236.30 .00 233.77 .000 C0 (no Q: R0,C1,W0) 236.40 .00 233.77 .000 C0 (no Q: R0,C1,W0) 236.50 .00 233.77 .000 C0 (no Q: R0,C1,W0) 236.60 .00 233.77 .000 C0 (no Q: R0,C1,W0) 236.70 .00 233.77 .000 C0 (no Q: R0,C1,W0) 236.80 .00 233.77 .000 C0 (no Q: R0,C1,W0) 236.90 .01 233.77 .000 C0,C1 (no Q: R0,W0) 237.00 .10 233.77 .000 C0,C1 (no Q: R0,W0) 237.10 .25 233.77 .000 C0,C1 (no Q: R0,W0) 237.20 .47 233.77 .000 C0,C1 (no Q: R0,W0) 237.30 .81 233.77 .000 C0,C1 (no Q: R0,W0) 237.40 1.07 233.77 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 233.77 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 233.77 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 233.77 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 233.77 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 233.77 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 233.77 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 233.77 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 233.77 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 233.77 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 233.77 .000 C0,C1 (no Q: R0,W0) 238.50 5.66 233.77 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 233.77 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 233.77 .000 C0,C1 (no Q: R0,W0) 238.80 6.82 233.77 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 233.77 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 233.77 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 233.77 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 233.77 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 233.77 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.287 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 233.77 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 233.77 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 233.77 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 233.77 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 233.77 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 233.77 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 233.77 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 233.77 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 233.77 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 233.77 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 233.77 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 233.77 .000 R0,C0,C1,W0 240.40 40.36 233.77 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 233.77 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 233.77 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 233.77 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 233.77 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 233.77 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 233.77 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 233.77 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 233.77 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 233.77 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 233.77 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 233.77 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 233.77 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 233.77 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 233.77 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 233.77 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 233.77 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.288 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 233.87 .000 (no Q: R0,C0,C1,W0) 233.04 .00 233.87 .000 (no Q: R0,C0,C1,W0) 233.07 .00 233.87 .000 (no Q: R0,C0,C1,W0) 233.10 .00 233.87 .000 (no Q: R0,C0,C1,W0) 233.17 .00 233.87 .000 (no Q: R0,C0,C1,W0) 233.18 .00 233.87 .000 (no Q: R0,C0,C1,W0) 233.20 .00 233.87 .000 (no Q: R0,C0,C1,W0) 233.27 .00 233.87 .000 (no Q: R0,C0,C1,W0) 233.30 .00 233.87 .000 (no Q: R0,C0,C1,W0) 233.37 .00 233.87 .000 (no Q: R0,C0,C1,W0) 233.40 .00 233.87 .000 (no Q: R0,C0,C1,W0) 233.47 .00 233.87 .000 (no Q: R0,C0,C1,W0) 233.50 .00 233.87 .000 (no Q: R0,C0,C1,W0) 233.57 .00 233.87 .000 (no Q: R0,C0,C1,W0) 233.60 .00 233.87 .000 (no Q: R0,C0,C1,W0) 233.67 .00 233.87 .000 (no Q: R0,C0,C1,W0) 233.70 .00 233.87 .000 (no Q: R0,C0,C1,W0) 233.77 .00 233.87 .000 (no Q: R0,C0,C1,W0) 233.80 .00 233.87 .000 (no Q: R0,C0,C1,W0) 233.87 .00 233.87 .000 (no Q: R0,C0,C1,W0) 233.90 .00 233.87 .000 C0 (no Q: R0,C1,W0) 233.97 .00 233.87 .000 C0 (no Q: R0,C1,W0) 234.00 .00 233.87 .000 C0 (no Q: R0,C1,W0) 234.07 .00 233.87 .000 C0 (no Q: R0,C1,W0) 234.10 .00 233.87 .000 C0 (no Q: R0,C1,W0) 234.17 .00 233.87 .000 C0 (no Q: R0,C1,W0) 234.20 .00 233.87 .000 C0 (no Q: R0,C1,W0) 234.27 .00 233.87 .000 C0 (no Q: R0,C1,W0) 234.30 .00 233.87 .000 C0 (no Q: R0,C1,W0) 234.37 .00 233.87 .000 C0 (no Q: R0,C1,W0) 234.40 .00 233.87 .000 C0 (no Q: R0,C1,W0) 234.47 .00 233.87 .000 C0 (no Q: R0,C1,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.289 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 233.87 .000 C0 (no Q: R0,C1,W0) 234.57 .00 233.87 .000 C0 (no Q: R0,C1,W0) 234.60 .00 233.87 .000 C0 (no Q: R0,C1,W0) 234.67 .00 233.87 .000 C0 (no Q: R0,C1,W0) 234.70 .00 233.87 .000 C0 (no Q: R0,C1,W0) 234.77 .00 233.87 .000 C0 (no Q: R0,C1,W0) 234.80 .00 233.87 .000 C0 (no Q: R0,C1,W0) 234.87 .00 233.87 .000 C0 (no Q: R0,C1,W0) 234.90 .00 233.87 .000 C0 (no Q: R0,C1,W0) 234.97 .00 233.87 .000 C0 (no Q: R0,C1,W0) 235.00 .00 233.87 .000 C0 (no Q: R0,C1,W0) 235.07 .00 233.87 .000 C0 (no Q: R0,C1,W0) 235.10 .00 233.87 .000 C0 (no Q: R0,C1,W0) 235.17 .00 233.87 .000 C0 (no Q: R0,C1,W0) 235.20 .00 233.87 .000 C0 (no Q: R0,C1,W0) 235.27 .00 233.87 .000 C0 (no Q: R0,C1,W0) 235.30 .00 233.87 .000 C0 (no Q: R0,C1,W0) 235.37 .00 233.87 .000 C0 (no Q: R0,C1,W0) 235.40 .00 233.87 .000 C0 (no Q: R0,C1,W0) 235.47 .00 233.87 .000 C0 (no Q: R0,C1,W0) 235.50 .00 233.87 .000 C0 (no Q: R0,C1,W0) 235.57 .00 233.87 .000 C0 (no Q: R0,C1,W0) 235.60 .00 233.87 .000 C0 (no Q: R0,C1,W0) 235.67 .00 233.87 .000 C0 (no Q: R0,C1,W0) 235.70 .00 233.87 .000 C0 (no Q: R0,C1,W0) 235.77 .00 233.87 .000 C0 (no Q: R0,C1,W0) 235.80 .00 233.87 .000 C0 (no Q: R0,C1,W0) 235.87 .00 233.87 .000 C0 (no Q: R0,C1,W0) 235.90 .00 233.87 .000 C0 (no Q: R0,C1,W0) 235.97 .00 233.87 .000 C0 (no Q: R0,C1,W0) 236.00 .00 233.87 .000 C0 (no Q: R0,C1,W0) 236.10 .00 233.87 .000 C0 (no Q: R0,C1,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.290 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 233.87 .000 C0 (no Q: R0,C1,W0) 236.30 .00 233.87 .000 C0 (no Q: R0,C1,W0) 236.40 .00 233.87 .000 C0 (no Q: R0,C1,W0) 236.50 .00 233.87 .000 C0 (no Q: R0,C1,W0) 236.60 .00 233.87 .000 C0 (no Q: R0,C1,W0) 236.70 .00 233.87 .000 C0 (no Q: R0,C1,W0) 236.80 .00 233.87 .000 C0 (no Q: R0,C1,W0) 236.90 .01 233.87 .000 C0,C1 (no Q: R0,W0) 237.00 .10 233.87 .000 C0,C1 (no Q: R0,W0) 237.10 .25 233.87 .000 C0,C1 (no Q: R0,W0) 237.20 .47 233.87 .000 C0,C1 (no Q: R0,W0) 237.30 .75 233.87 .000 C0,C1 (no Q: R0,W0) 237.40 1.07 233.87 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 233.87 .000 C0,C1 (no Q: R0,W0) 237.60 1.86 233.87 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 233.87 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 233.87 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 233.87 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 233.87 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 233.87 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 233.87 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 233.87 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 233.87 .000 C0,C1 (no Q: R0,W0) 238.50 5.66 233.87 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 233.87 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 233.87 .000 C0,C1 (no Q: R0,W0) 238.80 6.82 233.87 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 233.87 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 233.87 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 233.87 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 233.87 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 233.87 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.291 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 233.87 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 233.87 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 233.87 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 233.87 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 233.87 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 233.87 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 233.87 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 233.87 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 233.87 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 233.87 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 233.87 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 233.87 .000 R0,C0,C1,W0 240.40 40.36 233.87 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 233.87 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 233.87 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 233.87 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 233.87 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 233.87 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 233.87 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 233.87 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 233.87 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 233.87 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 233.87 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 233.87 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 233.87 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 233.87 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 233.87 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 233.87 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 233.87 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.292 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 233.97 .000 (no Q: R0,C0,C1,W0) 233.04 .00 233.97 .000 (no Q: R0,C0,C1,W0) 233.07 .00 233.97 .000 (no Q: R0,C0,C1,W0) 233.10 .00 233.97 .000 (no Q: R0,C0,C1,W0) 233.17 .00 233.97 .000 (no Q: R0,C0,C1,W0) 233.18 .00 233.97 .000 (no Q: R0,C0,C1,W0) 233.20 .00 233.97 .000 (no Q: R0,C0,C1,W0) 233.27 .00 233.97 .000 (no Q: R0,C0,C1,W0) 233.30 .00 233.97 .000 (no Q: R0,C0,C1,W0) 233.37 .00 233.97 .000 (no Q: R0,C0,C1,W0) 233.40 .00 233.97 .000 (no Q: R0,C0,C1,W0) 233.47 .00 233.97 .000 (no Q: R0,C0,C1,W0) 233.50 .00 233.97 .000 (no Q: R0,C0,C1,W0) 233.57 .00 233.97 .000 (no Q: R0,C0,C1,W0) 233.60 .00 233.97 .000 (no Q: R0,C0,C1,W0) 233.67 .00 233.97 .000 (no Q: R0,C0,C1,W0) 233.70 .00 233.97 .000 (no Q: R0,C0,C1,W0) 233.77 .00 233.97 .000 (no Q: R0,C0,C1,W0) 233.80 .00 233.97 .000 (no Q: R0,C0,C1,W0) 233.87 .00 233.97 .000 (no Q: R0,C0,C1,W0) 233.90 .00 233.97 .000 (no Q: R0,C0,C1,W0) 233.97 .00 233.97 .000 (no Q: R0,C0,C1,W0) 234.00 .00 233.97 .000 C0 (no Q: R0,C1,W0) 234.07 .00 233.97 .000 C0 (no Q: R0,C1,W0) 234.10 .00 233.97 .000 C0 (no Q: R0,C1,W0) 234.17 .00 233.97 .000 C0 (no Q: R0,C1,W0) 234.20 .00 233.97 .000 C0 (no Q: R0,C1,W0) 234.27 .00 233.97 .000 C0 (no Q: R0,C1,W0) 234.30 .00 233.97 .000 C0 (no Q: R0,C1,W0) 234.37 .00 233.97 .000 C0 (no Q: R0,C1,W0) 234.40 .00 233.97 .000 C0 (no Q: R0,C1,W0) 234.47 .00 233.97 .000 C0 (no Q: R0,C1,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.293 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 233.97 .000 C0 (no Q: R0,C1,W0) 234.57 .00 233.97 .000 C0 (no Q: R0,C1,W0) 234.60 .00 233.97 .000 C0 (no Q: R0,C1,W0) 234.67 .00 233.97 .000 C0 (no Q: R0,C1,W0) 234.70 .00 233.97 .000 C0 (no Q: R0,C1,W0) 234.77 .00 233.97 .000 C0 (no Q: R0,C1,W0) 234.80 .00 233.97 .000 C0 (no Q: R0,C1,W0) 234.87 .00 233.97 .000 C0 (no Q: R0,C1,W0) 234.90 .00 233.97 .000 C0 (no Q: R0,C1,W0) 234.97 .00 233.97 .000 C0 (no Q: R0,C1,W0) 235.00 .00 233.97 .000 C0 (no Q: R0,C1,W0) 235.07 .00 233.97 .000 C0 (no Q: R0,C1,W0) 235.10 .00 233.97 .000 C0 (no Q: R0,C1,W0) 235.17 .00 233.97 .000 C0 (no Q: R0,C1,W0) 235.20 .00 233.97 .000 C0 (no Q: R0,C1,W0) 235.27 .00 233.97 .000 C0 (no Q: R0,C1,W0) 235.30 .00 233.97 .000 C0 (no Q: R0,C1,W0) 235.37 .00 233.97 .000 C0 (no Q: R0,C1,W0) 235.40 .00 233.97 .000 C0 (no Q: R0,C1,W0) 235.47 .00 233.97 .000 C0 (no Q: R0,C1,W0) 235.50 .00 233.97 .000 C0 (no Q: R0,C1,W0) 235.57 .00 233.97 .000 C0 (no Q: R0,C1,W0) 235.60 .00 233.97 .000 C0 (no Q: R0,C1,W0) 235.67 .00 233.97 .000 C0 (no Q: R0,C1,W0) 235.70 .00 233.97 .000 C0 (no Q: R0,C1,W0) 235.77 .00 233.97 .000 C0 (no Q: R0,C1,W0) 235.80 .00 233.97 .000 C0 (no Q: R0,C1,W0) 235.87 .00 233.97 .000 C0 (no Q: R0,C1,W0) 235.90 .00 233.97 .000 C0 (no Q: R0,C1,W0) 235.97 .00 233.97 .000 C0 (no Q: R0,C1,W0) 236.00 .00 233.97 .000 C0 (no Q: R0,C1,W0) 236.10 .00 233.97 .000 C0 (no Q: R0,C1,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.294 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 233.97 .000 C0 (no Q: R0,C1,W0) 236.30 .00 233.97 .000 C0 (no Q: R0,C1,W0) 236.40 .00 233.97 .000 C0 (no Q: R0,C1,W0) 236.50 .00 233.97 .000 C0 (no Q: R0,C1,W0) 236.60 .00 233.97 .000 C0 (no Q: R0,C1,W0) 236.70 .00 233.97 .000 C0 (no Q: R0,C1,W0) 236.80 .00 233.97 .000 C0 (no Q: R0,C1,W0) 236.90 .01 233.97 .000 C0,C1 (no Q: R0,W0) 237.00 .10 233.97 .000 C0,C1 (no Q: R0,W0) 237.10 .25 233.97 .000 C0,C1 (no Q: R0,W0) 237.20 .47 233.97 .000 C0,C1 (no Q: R0,W0) 237.30 .76 233.97 .000 C0,C1 (no Q: R0,W0) 237.40 1.15 233.97 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 233.97 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 233.97 .000 C0,C1 (no Q: R0,W0) 237.70 2.28 233.97 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 233.97 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 233.97 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 233.97 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 233.97 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 233.97 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 233.97 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 233.97 .000 C0,C1 (no Q: R0,W0) 238.50 5.66 233.97 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 233.97 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 233.97 .000 C0,C1 (no Q: R0,W0) 238.80 6.82 233.97 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 233.97 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 233.97 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 233.97 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 233.97 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 233.97 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.295 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 233.97 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 233.97 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 233.97 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 233.97 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 233.97 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 233.97 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 233.97 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 233.97 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 233.97 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 233.97 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 233.97 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 233.97 .000 R0,C0,C1,W0 240.40 40.36 233.97 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 233.97 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 233.97 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 233.97 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 233.97 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 233.97 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 233.97 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 233.97 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 233.97 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 233.97 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 233.97 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 233.97 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 233.97 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 233.97 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 233.97 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 233.97 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 233.97 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.296 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 234.07 .000 (no Q: R0,C0,C1,W0) 233.04 .00 234.07 .000 (no Q: R0,C0,C1,W0) 233.07 .00 234.07 .000 (no Q: R0,C0,C1,W0) 233.10 .00 234.07 .000 (no Q: R0,C0,C1,W0) 233.17 .00 234.07 .000 (no Q: R0,C0,C1,W0) 233.18 .00 234.07 .000 (no Q: R0,C0,C1,W0) 233.20 .00 234.07 .000 (no Q: R0,C0,C1,W0) 233.27 .00 234.07 .000 (no Q: R0,C0,C1,W0) 233.30 .00 234.07 .000 (no Q: R0,C0,C1,W0) 233.37 .00 234.07 .000 (no Q: R0,C0,C1,W0) 233.40 .00 234.07 .000 (no Q: R0,C0,C1,W0) 233.47 .00 234.07 .000 (no Q: R0,C0,C1,W0) 233.50 .00 234.07 .000 (no Q: R0,C0,C1,W0) 233.57 .00 234.07 .000 (no Q: R0,C0,C1,W0) 233.60 .00 234.07 .000 (no Q: R0,C0,C1,W0) 233.67 .00 234.07 .000 (no Q: R0,C0,C1,W0) 233.70 .00 234.07 .000 (no Q: R0,C0,C1,W0) 233.77 .00 234.07 .000 (no Q: R0,C0,C1,W0) 233.80 .00 234.07 .000 (no Q: R0,C0,C1,W0) 233.87 .00 234.07 .000 (no Q: R0,C0,C1,W0) 233.90 .00 234.07 .000 (no Q: R0,C0,C1,W0) 233.97 .00 234.07 .000 (no Q: R0,C0,C1,W0) 234.00 .00 234.07 .000 (no Q: R0,C0,C1,W0) 234.07 .00 234.07 .000 (no Q: R0,C0,C1,W0) 234.10 .00 234.07 .000 C0 (no Q: R0,C1,W0) 234.17 .00 234.07 .000 C0 (no Q: R0,C1,W0) 234.20 .00 234.07 .000 C0 (no Q: R0,C1,W0) 234.27 .00 234.07 .000 C0 (no Q: R0,C1,W0) 234.30 .00 234.07 .000 C0 (no Q: R0,C1,W0) 234.37 .00 234.07 .000 C0 (no Q: R0,C1,W0) 234.40 .00 234.07 .000 C0 (no Q: R0,C1,W0) 234.47 .00 234.07 .000 C0 (no Q: R0,C1,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.297 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 234.07 .000 C0 (no Q: R0,C1,W0) 234.57 .00 234.07 .000 C0 (no Q: R0,C1,W0) 234.60 .00 234.07 .000 C0 (no Q: R0,C1,W0) 234.67 .00 234.07 .000 C0 (no Q: R0,C1,W0) 234.70 .00 234.07 .000 C0 (no Q: R0,C1,W0) 234.77 .00 234.07 .000 C0 (no Q: R0,C1,W0) 234.80 .00 234.07 .000 C0 (no Q: R0,C1,W0) 234.87 .00 234.07 .000 C0 (no Q: R0,C1,W0) 234.90 .00 234.07 .000 C0 (no Q: R0,C1,W0) 234.97 .00 234.07 .000 C0 (no Q: R0,C1,W0) 235.00 .00 234.07 .000 C0 (no Q: R0,C1,W0) 235.07 .00 234.07 .000 C0 (no Q: R0,C1,W0) 235.10 .00 234.07 .000 C0 (no Q: R0,C1,W0) 235.17 .00 234.07 .000 C0 (no Q: R0,C1,W0) 235.20 .00 234.07 .000 C0 (no Q: R0,C1,W0) 235.27 .00 234.07 .000 C0 (no Q: R0,C1,W0) 235.30 .00 234.07 .000 C0 (no Q: R0,C1,W0) 235.37 .00 234.07 .000 C0 (no Q: R0,C1,W0) 235.40 .00 234.07 .000 C0 (no Q: R0,C1,W0) 235.47 .00 234.07 .000 C0 (no Q: R0,C1,W0) 235.50 .00 234.07 .000 C0 (no Q: R0,C1,W0) 235.57 .00 234.07 .000 C0 (no Q: R0,C1,W0) 235.60 .00 234.07 .000 C0 (no Q: R0,C1,W0) 235.67 .00 234.07 .000 C0 (no Q: R0,C1,W0) 235.70 .00 234.07 .000 C0 (no Q: R0,C1,W0) 235.77 .00 234.07 .000 C0 (no Q: R0,C1,W0) 235.80 .00 234.07 .000 C0 (no Q: R0,C1,W0) 235.87 .00 234.07 .000 C0 (no Q: R0,C1,W0) 235.90 .00 234.07 .000 C0 (no Q: R0,C1,W0) 235.97 .00 234.07 .000 C0 (no Q: R0,C1,W0) 236.00 .00 234.07 .000 C0 (no Q: R0,C1,W0) 236.10 .00 234.07 .000 C0 (no Q: R0,C1,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.298 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 234.07 .000 C0 (no Q: R0,C1,W0) 236.30 .00 234.07 .000 C0 (no Q: R0,C1,W0) 236.40 .00 234.07 .000 C0 (no Q: R0,C1,W0) 236.50 .00 234.07 .000 C0 (no Q: R0,C1,W0) 236.60 .00 234.07 .000 C0 (no Q: R0,C1,W0) 236.70 .00 234.07 .000 C0 (no Q: R0,C1,W0) 236.80 .00 234.07 .000 C0 (no Q: R0,C1,W0) 236.90 .01 234.07 .000 C0,C1 (no Q: R0,W0) 237.00 .10 234.07 .000 C0,C1 (no Q: R0,W0) 237.10 .25 234.07 .000 C0,C1 (no Q: R0,W0) 237.20 .47 234.07 .000 C0,C1 (no Q: R0,W0) 237.30 .76 234.07 .000 C0,C1 (no Q: R0,W0) 237.40 1.17 234.07 .000 C0,C1 (no Q: R0,W0) 237.50 1.48 234.07 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 234.07 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 234.07 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 234.07 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 234.07 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 234.07 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 234.07 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 234.07 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 234.07 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 234.07 .000 C0,C1 (no Q: R0,W0) 238.50 5.66 234.07 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 234.07 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 234.07 .000 C0,C1 (no Q: R0,W0) 238.80 6.82 234.07 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 234.07 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 234.07 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 234.07 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 234.07 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 234.07 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.299 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 234.07 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 234.07 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 234.07 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 234.07 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 234.07 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 234.07 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 234.07 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 234.07 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 234.07 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 234.07 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 234.07 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 234.07 .000 R0,C0,C1,W0 240.40 40.36 234.07 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 234.07 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 234.07 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 234.07 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 234.07 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 234.07 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 234.07 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 234.07 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 234.07 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 234.07 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 234.07 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 234.07 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 234.07 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 234.07 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 234.07 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 234.07 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 234.07 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.300 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 234.17 .000 (no Q: R0,C0,C1,W0) 233.04 .00 234.17 .000 (no Q: R0,C0,C1,W0) 233.07 .00 234.17 .000 (no Q: R0,C0,C1,W0) 233.10 .00 234.17 .000 (no Q: R0,C0,C1,W0) 233.17 .00 234.17 .000 (no Q: R0,C0,C1,W0) 233.18 .00 234.17 .000 (no Q: R0,C0,C1,W0) 233.20 .00 234.17 .000 (no Q: R0,C0,C1,W0) 233.27 .00 234.17 .000 (no Q: R0,C0,C1,W0) 233.30 .00 234.17 .000 (no Q: R0,C0,C1,W0) 233.37 .00 234.17 .000 (no Q: R0,C0,C1,W0) 233.40 .00 234.17 .000 (no Q: R0,C0,C1,W0) 233.47 .00 234.17 .000 (no Q: R0,C0,C1,W0) 233.50 .00 234.17 .000 (no Q: R0,C0,C1,W0) 233.57 .00 234.17 .000 (no Q: R0,C0,C1,W0) 233.60 .00 234.17 .000 (no Q: R0,C0,C1,W0) 233.67 .00 234.17 .000 (no Q: R0,C0,C1,W0) 233.70 .00 234.17 .000 (no Q: R0,C0,C1,W0) 233.77 .00 234.17 .000 (no Q: R0,C0,C1,W0) 233.80 .00 234.17 .000 (no Q: R0,C0,C1,W0) 233.87 .00 234.17 .000 (no Q: R0,C0,C1,W0) 233.90 .00 234.17 .000 (no Q: R0,C0,C1,W0) 233.97 .00 234.17 .000 (no Q: R0,C0,C1,W0) 234.00 .00 234.17 .000 (no Q: R0,C0,C1,W0) 234.07 .00 234.17 .000 (no Q: R0,C0,C1,W0) 234.10 .00 234.17 .000 (no Q: R0,C0,C1,W0) 234.17 .00 234.17 .000 (no Q: R0,C0,C1,W0) 234.20 .00 234.17 .000 C0 (no Q: R0,C1,W0) 234.27 .00 234.17 .000 C0 (no Q: R0,C1,W0) 234.30 .00 234.17 .000 C0 (no Q: R0,C1,W0) 234.37 .00 234.17 .000 C0 (no Q: R0,C1,W0) 234.40 .00 234.17 .000 C0 (no Q: R0,C1,W0) 234.47 .00 234.17 .000 C0 (no Q: R0,C1,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.301 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 234.17 .000 C0 (no Q: R0,C1,W0) 234.57 .00 234.17 .000 C0 (no Q: R0,C1,W0) 234.60 .00 234.17 .000 C0 (no Q: R0,C1,W0) 234.67 .00 234.17 .000 C0 (no Q: R0,C1,W0) 234.70 .00 234.17 .000 C0 (no Q: R0,C1,W0) 234.77 .00 234.17 .000 C0 (no Q: R0,C1,W0) 234.80 .00 234.17 .000 C0 (no Q: R0,C1,W0) 234.87 .00 234.17 .000 C0 (no Q: R0,C1,W0) 234.90 .00 234.17 .000 C0 (no Q: R0,C1,W0) 234.97 .00 234.17 .000 C0 (no Q: R0,C1,W0) 235.00 .00 234.17 .000 C0 (no Q: R0,C1,W0) 235.07 .00 234.17 .000 C0 (no Q: R0,C1,W0) 235.10 .00 234.17 .000 C0 (no Q: R0,C1,W0) 235.17 .00 234.17 .000 C0 (no Q: R0,C1,W0) 235.20 .00 234.17 .000 C0 (no Q: R0,C1,W0) 235.27 .00 234.17 .000 C0 (no Q: R0,C1,W0) 235.30 .00 234.17 .000 C0 (no Q: R0,C1,W0) 235.37 .00 234.17 .000 C0 (no Q: R0,C1,W0) 235.40 .00 234.17 .000 C0 (no Q: R0,C1,W0) 235.47 .00 234.17 .000 C0 (no Q: R0,C1,W0) 235.50 .00 234.17 .000 C0 (no Q: R0,C1,W0) 235.57 .00 234.17 .000 C0 (no Q: R0,C1,W0) 235.60 .00 234.17 .000 C0 (no Q: R0,C1,W0) 235.67 .00 234.17 .000 C0 (no Q: R0,C1,W0) 235.70 .00 234.17 .000 C0 (no Q: R0,C1,W0) 235.77 .00 234.17 .000 C0 (no Q: R0,C1,W0) 235.80 .00 234.17 .000 C0 (no Q: R0,C1,W0) 235.87 .00 234.17 .000 C0 (no Q: R0,C1,W0) 235.90 .00 234.17 .000 C0 (no Q: R0,C1,W0) 235.97 .00 234.17 .000 C0 (no Q: R0,C1,W0) 236.00 .00 234.17 .000 C0 (no Q: R0,C1,W0) 236.10 .00 234.17 .000 C0 (no Q: R0,C1,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.302 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 234.17 .000 C0 (no Q: R0,C1,W0) 236.30 .00 234.17 .000 C0 (no Q: R0,C1,W0) 236.40 .00 234.17 .000 C0 (no Q: R0,C1,W0) 236.50 .00 234.17 .000 C0 (no Q: R0,C1,W0) 236.60 .00 234.17 .000 C0 (no Q: R0,C1,W0) 236.70 .00 234.17 .000 C0 (no Q: R0,C1,W0) 236.80 .00 234.17 .000 C0 (no Q: R0,C1,W0) 236.90 .01 234.17 .000 C0,C1 (no Q: R0,W0) 237.00 .10 234.17 .000 C0,C1 (no Q: R0,W0) 237.10 .25 234.17 .000 C0,C1 (no Q: R0,W0) 237.20 .47 234.17 .000 C0,C1 (no Q: R0,W0) 237.30 .76 234.17 .000 C0,C1 (no Q: R0,W0) 237.40 1.07 234.17 .000 C0,C1 (no Q: R0,W0) 237.50 1.48 234.17 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 234.17 .000 C0,C1 (no Q: R0,W0) 237.70 2.33 234.17 .000 C0,C1 (no Q: R0,W0) 237.80 2.72 234.17 .000 C0,C1 (no Q: R0,W0) 237.90 3.19 234.17 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 234.17 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 234.17 .000 C0,C1 (no Q: R0,W0) 238.20 4.49 234.17 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 234.17 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 234.17 .000 C0,C1 (no Q: R0,W0) 238.50 5.66 234.17 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 234.17 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 234.17 .000 C0,C1 (no Q: R0,W0) 238.80 6.82 234.17 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 234.17 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 234.17 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 234.17 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 234.17 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 234.17 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.303 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 234.17 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 234.17 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 234.17 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 234.17 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 234.17 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 234.17 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 234.17 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 234.17 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 234.17 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 234.17 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 234.17 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 234.17 .000 R0,C0,C1,W0 240.40 40.36 234.17 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 234.17 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 234.17 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 234.17 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 234.17 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 234.17 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 234.17 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 234.17 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 234.17 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 234.17 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 234.17 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 234.17 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 234.17 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 234.17 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 234.17 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 234.17 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 234.17 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.304 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 234.27 .000 (no Q: R0,C0,C1,W0) 233.04 .00 234.27 .000 (no Q: R0,C0,C1,W0) 233.07 .00 234.27 .000 (no Q: R0,C0,C1,W0) 233.10 .00 234.27 .000 (no Q: R0,C0,C1,W0) 233.17 .00 234.27 .000 (no Q: R0,C0,C1,W0) 233.18 .00 234.27 .000 (no Q: R0,C0,C1,W0) 233.20 .00 234.27 .000 (no Q: R0,C0,C1,W0) 233.27 .00 234.27 .000 (no Q: R0,C0,C1,W0) 233.30 .00 234.27 .000 (no Q: R0,C0,C1,W0) 233.37 .00 234.27 .000 (no Q: R0,C0,C1,W0) 233.40 .00 234.27 .000 (no Q: R0,C0,C1,W0) 233.47 .00 234.27 .000 (no Q: R0,C0,C1,W0) 233.50 .00 234.27 .000 (no Q: R0,C0,C1,W0) 233.57 .00 234.27 .000 (no Q: R0,C0,C1,W0) 233.60 .00 234.27 .000 (no Q: R0,C0,C1,W0) 233.67 .00 234.27 .000 (no Q: R0,C0,C1,W0) 233.70 .00 234.27 .000 (no Q: R0,C0,C1,W0) 233.77 .00 234.27 .000 (no Q: R0,C0,C1,W0) 233.80 .00 234.27 .000 (no Q: R0,C0,C1,W0) 233.87 .00 234.27 .000 (no Q: R0,C0,C1,W0) 233.90 .00 234.27 .000 (no Q: R0,C0,C1,W0) 233.97 .00 234.27 .000 (no Q: R0,C0,C1,W0) 234.00 .00 234.27 .000 (no Q: R0,C0,C1,W0) 234.07 .00 234.27 .000 (no Q: R0,C0,C1,W0) 234.10 .00 234.27 .000 (no Q: R0,C0,C1,W0) 234.17 .00 234.27 .000 (no Q: R0,C0,C1,W0) 234.20 .00 234.27 .000 (no Q: R0,C0,C1,W0) 234.27 .00 234.27 .000 (no Q: R0,C0,C1,W0) 234.30 .00 234.27 .000 C0 (no Q: R0,C1,W0) 234.37 .00 234.27 .000 C0 (no Q: R0,C1,W0) 234.40 .00 234.27 .000 C0 (no Q: R0,C1,W0) 234.47 .00 234.27 .000 C0 (no Q: R0,C1,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.305 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 234.27 .000 C0 (no Q: R0,C1,W0) 234.57 .00 234.27 .000 C0 (no Q: R0,C1,W0) 234.60 .00 234.27 .000 C0 (no Q: R0,C1,W0) 234.67 .00 234.27 .000 C0 (no Q: R0,C1,W0) 234.70 .00 234.27 .000 C0 (no Q: R0,C1,W0) 234.77 .00 234.27 .000 C0 (no Q: R0,C1,W0) 234.80 .00 234.27 .000 C0 (no Q: R0,C1,W0) 234.87 .00 234.27 .000 C0 (no Q: R0,C1,W0) 234.90 .00 234.27 .000 C0 (no Q: R0,C1,W0) 234.97 .00 234.27 .000 C0 (no Q: R0,C1,W0) 235.00 .00 234.27 .000 C0 (no Q: R0,C1,W0) 235.07 .00 234.27 .000 C0 (no Q: R0,C1,W0) 235.10 .00 234.27 .000 C0 (no Q: R0,C1,W0) 235.17 .00 234.27 .000 C0 (no Q: R0,C1,W0) 235.20 .00 234.27 .000 C0 (no Q: R0,C1,W0) 235.27 .00 234.27 .000 C0 (no Q: R0,C1,W0) 235.30 .00 234.27 .000 C0 (no Q: R0,C1,W0) 235.37 .00 234.27 .000 C0 (no Q: R0,C1,W0) 235.40 .00 234.27 .000 C0 (no Q: R0,C1,W0) 235.47 .00 234.27 .000 C0 (no Q: R0,C1,W0) 235.50 .00 234.27 .000 C0 (no Q: R0,C1,W0) 235.57 .00 234.27 .000 C0 (no Q: R0,C1,W0) 235.60 .00 234.27 .000 C0 (no Q: R0,C1,W0) 235.67 .00 234.27 .000 C0 (no Q: R0,C1,W0) 235.70 .00 234.27 .000 C0 (no Q: R0,C1,W0) 235.77 .00 234.27 .000 C0 (no Q: R0,C1,W0) 235.80 .00 234.27 .000 C0 (no Q: R0,C1,W0) 235.87 .00 234.27 .000 C0 (no Q: R0,C1,W0) 235.90 .00 234.27 .000 C0 (no Q: R0,C1,W0) 235.97 .00 234.27 .000 C0 (no Q: R0,C1,W0) 236.00 .00 234.27 .000 C0 (no Q: R0,C1,W0) 236.10 .00 234.27 .000 C0 (no Q: R0,C1,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.306 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 234.27 .000 C0 (no Q: R0,C1,W0) 236.30 .00 234.27 .000 C0 (no Q: R0,C1,W0) 236.40 .00 234.27 .000 C0 (no Q: R0,C1,W0) 236.50 .00 234.27 .000 C0 (no Q: R0,C1,W0) 236.60 .00 234.27 .000 C0 (no Q: R0,C1,W0) 236.70 .00 234.27 .000 C0 (no Q: R0,C1,W0) 236.80 .00 234.27 .000 C0 (no Q: R0,C1,W0) 236.90 .01 234.27 .000 C0,C1 (no Q: R0,W0) 237.00 .10 234.27 .000 C0,C1 (no Q: R0,W0) 237.10 .25 234.27 .000 C0,C1 (no Q: R0,W0) 237.20 .47 234.27 .000 C0,C1 (no Q: R0,W0) 237.30 .76 234.27 .000 C0,C1 (no Q: R0,W0) 237.40 1.07 234.27 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 234.27 .000 C0,C1 (no Q: R0,W0) 237.60 1.83 234.27 .000 C0,C1 (no Q: R0,W0) 237.70 2.37 234.27 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 234.27 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 234.27 .000 C0,C1 (no Q: R0,W0) 238.00 3.61 234.27 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 234.27 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 234.27 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 234.27 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 234.27 .000 C0,C1 (no Q: R0,W0) 238.50 5.65 234.27 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 234.27 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 234.27 .000 C0,C1 (no Q: R0,W0) 238.80 6.82 234.27 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 234.27 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 234.27 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 234.27 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 234.27 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 234.27 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.307 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 234.27 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 234.27 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 234.27 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 234.27 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 234.27 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 234.27 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 234.27 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 234.27 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 234.27 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 234.27 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 234.27 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 234.27 .000 R0,C0,C1,W0 240.40 40.36 234.27 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 234.27 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 234.27 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 234.27 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 234.27 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 234.27 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 234.27 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 234.27 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 234.27 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 234.27 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 234.27 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 234.27 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 234.27 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 234.27 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 234.27 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 234.27 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 234.27 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.308 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 234.37 .000 (no Q: R0,C0,C1,W0) 233.04 .00 234.37 .000 (no Q: R0,C0,C1,W0) 233.07 .00 234.37 .000 (no Q: R0,C0,C1,W0) 233.10 .00 234.37 .000 (no Q: R0,C0,C1,W0) 233.17 .00 234.37 .000 (no Q: R0,C0,C1,W0) 233.18 .00 234.37 .000 (no Q: R0,C0,C1,W0) 233.20 .00 234.37 .000 (no Q: R0,C0,C1,W0) 233.27 .00 234.37 .000 (no Q: R0,C0,C1,W0) 233.30 .00 234.37 .000 (no Q: R0,C0,C1,W0) 233.37 .00 234.37 .000 (no Q: R0,C0,C1,W0) 233.40 .00 234.37 .000 (no Q: R0,C0,C1,W0) 233.47 .00 234.37 .000 (no Q: R0,C0,C1,W0) 233.50 .00 234.37 .000 (no Q: R0,C0,C1,W0) 233.57 .00 234.37 .000 (no Q: R0,C0,C1,W0) 233.60 .00 234.37 .000 (no Q: R0,C0,C1,W0) 233.67 .00 234.37 .000 (no Q: R0,C0,C1,W0) 233.70 .00 234.37 .000 (no Q: R0,C0,C1,W0) 233.77 .00 234.37 .000 (no Q: R0,C0,C1,W0) 233.80 .00 234.37 .000 (no Q: R0,C0,C1,W0) 233.87 .00 234.37 .000 (no Q: R0,C0,C1,W0) 233.90 .00 234.37 .000 (no Q: R0,C0,C1,W0) 233.97 .00 234.37 .000 (no Q: R0,C0,C1,W0) 234.00 .00 234.37 .000 (no Q: R0,C0,C1,W0) 234.07 .00 234.37 .000 (no Q: R0,C0,C1,W0) 234.10 .00 234.37 .000 (no Q: R0,C0,C1,W0) 234.17 .00 234.37 .000 (no Q: R0,C0,C1,W0) 234.20 .00 234.37 .000 (no Q: R0,C0,C1,W0) 234.27 .00 234.37 .000 (no Q: R0,C0,C1,W0) 234.30 .00 234.37 .000 (no Q: R0,C0,C1,W0) 234.37 .00 234.37 .000 (no Q: R0,C0,C1,W0) 234.40 .00 234.37 .000 C0 (no Q: R0,C1,W0) 234.47 .00 234.37 .000 C0 (no Q: R0,C1,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.309 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 234.37 .000 C0 (no Q: R0,C1,W0) 234.57 .00 234.37 .000 C0 (no Q: R0,C1,W0) 234.60 .00 234.37 .000 C0 (no Q: R0,C1,W0) 234.67 .00 234.37 .000 C0 (no Q: R0,C1,W0) 234.70 .00 234.37 .000 C0 (no Q: R0,C1,W0) 234.77 .00 234.37 .000 C0 (no Q: R0,C1,W0) 234.80 .00 234.37 .000 C0 (no Q: R0,C1,W0) 234.87 .00 234.37 .000 C0 (no Q: R0,C1,W0) 234.90 .00 234.37 .000 C0 (no Q: R0,C1,W0) 234.97 .00 234.37 .000 C0 (no Q: R0,C1,W0) 235.00 .00 234.37 .000 C0 (no Q: R0,C1,W0) 235.07 .00 234.37 .000 C0 (no Q: R0,C1,W0) 235.10 .00 234.37 .000 C0 (no Q: R0,C1,W0) 235.17 .00 234.37 .000 C0 (no Q: R0,C1,W0) 235.20 .00 234.37 .000 C0 (no Q: R0,C1,W0) 235.27 .00 234.37 .000 C0 (no Q: R0,C1,W0) 235.30 .00 234.37 .000 C0 (no Q: R0,C1,W0) 235.37 .00 234.37 .000 C0 (no Q: R0,C1,W0) 235.40 .00 234.37 .000 C0 (no Q: R0,C1,W0) 235.47 .00 234.37 .000 C0 (no Q: R0,C1,W0) 235.50 .00 234.37 .000 C0 (no Q: R0,C1,W0) 235.57 .00 234.37 .000 C0 (no Q: R0,C1,W0) 235.60 .00 234.37 .000 C0 (no Q: R0,C1,W0) 235.67 .00 234.37 .000 C0 (no Q: R0,C1,W0) 235.70 .00 234.37 .000 C0 (no Q: R0,C1,W0) 235.77 .00 234.37 .000 C0 (no Q: R0,C1,W0) 235.80 .00 234.37 .000 C0 (no Q: R0,C1,W0) 235.87 .00 234.37 .000 C0 (no Q: R0,C1,W0) 235.90 .00 234.37 .000 C0 (no Q: R0,C1,W0) 235.97 .00 234.37 .000 C0 (no Q: R0,C1,W0) 236.00 .00 234.37 .000 C0 (no Q: R0,C1,W0) 236.10 .00 234.37 .000 C0 (no Q: R0,C1,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.310 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 234.37 .000 C0 (no Q: R0,C1,W0) 236.30 .00 234.37 .000 C0 (no Q: R0,C1,W0) 236.40 .00 234.37 .000 C0 (no Q: R0,C1,W0) 236.50 .00 234.37 .000 C0 (no Q: R0,C1,W0) 236.60 .00 234.37 .000 C0 (no Q: R0,C1,W0) 236.70 .00 234.37 .000 C0 (no Q: R0,C1,W0) 236.80 .00 234.37 .000 C0 (no Q: R0,C1,W0) 236.90 .01 234.37 .000 C0,C1 (no Q: R0,W0) 237.00 .10 234.37 .000 C0,C1 (no Q: R0,W0) 237.10 .25 234.37 .000 C0,C1 (no Q: R0,W0) 237.20 .47 234.37 .000 C0,C1 (no Q: R0,W0) 237.30 .76 234.37 .000 C0,C1 (no Q: R0,W0) 237.40 1.07 234.37 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 234.37 .000 C0,C1 (no Q: R0,W0) 237.60 1.91 234.37 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 234.37 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 234.37 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 234.37 .000 C0,C1 (no Q: R0,W0) 238.00 3.56 234.37 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 234.37 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 234.37 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 234.37 .000 C0,C1 (no Q: R0,W0) 238.40 5.32 234.37 .000 C0,C1 (no Q: R0,W0) 238.50 5.65 234.37 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 234.37 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 234.37 .000 C0,C1 (no Q: R0,W0) 238.80 6.81 234.37 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 234.37 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 234.37 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 234.37 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 234.37 .000 C0,C1 (no Q: R0,W0) 239.20 8.99 234.37 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.311 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 234.37 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 234.37 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 234.37 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 234.37 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 234.37 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 234.37 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 234.37 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 234.37 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 234.37 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 234.37 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 234.37 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 234.37 .000 R0,C0,C1,W0 240.40 40.36 234.37 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 234.37 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 234.37 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 234.37 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 234.37 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 234.37 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 234.37 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 234.37 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 234.37 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 234.37 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 234.37 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 234.37 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 234.37 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 234.37 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 234.37 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 234.37 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 234.37 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.312 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 234.47 .000 (no Q: R0,C0,C1,W0) 233.04 .00 234.47 .000 (no Q: R0,C0,C1,W0) 233.07 .00 234.47 .000 (no Q: R0,C0,C1,W0) 233.10 .00 234.47 .000 (no Q: R0,C0,C1,W0) 233.17 .00 234.47 .000 (no Q: R0,C0,C1,W0) 233.18 .00 234.47 .000 (no Q: R0,C0,C1,W0) 233.20 .00 234.47 .000 (no Q: R0,C0,C1,W0) 233.27 .00 234.47 .000 (no Q: R0,C0,C1,W0) 233.30 .00 234.47 .000 (no Q: R0,C0,C1,W0) 233.37 .00 234.47 .000 (no Q: R0,C0,C1,W0) 233.40 .00 234.47 .000 (no Q: R0,C0,C1,W0) 233.47 .00 234.47 .000 (no Q: R0,C0,C1,W0) 233.50 .00 234.47 .000 (no Q: R0,C0,C1,W0) 233.57 .00 234.47 .000 (no Q: R0,C0,C1,W0) 233.60 .00 234.47 .000 (no Q: R0,C0,C1,W0) 233.67 .00 234.47 .000 (no Q: R0,C0,C1,W0) 233.70 .00 234.47 .000 (no Q: R0,C0,C1,W0) 233.77 .00 234.47 .000 (no Q: R0,C0,C1,W0) 233.80 .00 234.47 .000 (no Q: R0,C0,C1,W0) 233.87 .00 234.47 .000 (no Q: R0,C0,C1,W0) 233.90 .00 234.47 .000 (no Q: R0,C0,C1,W0) 233.97 .00 234.47 .000 (no Q: R0,C0,C1,W0) 234.00 .00 234.47 .000 (no Q: R0,C0,C1,W0) 234.07 .00 234.47 .000 (no Q: R0,C0,C1,W0) 234.10 .00 234.47 .000 (no Q: R0,C0,C1,W0) 234.17 .00 234.47 .000 (no Q: R0,C0,C1,W0) 234.20 .00 234.47 .000 (no Q: R0,C0,C1,W0) 234.27 .00 234.47 .000 (no Q: R0,C0,C1,W0) 234.30 .00 234.47 .000 (no Q: R0,C0,C1,W0) 234.37 .00 234.47 .000 (no Q: R0,C0,C1,W0) 234.40 .00 234.47 .000 (no Q: R0,C0,C1,W0) 234.47 .00 234.47 .000 (no Q: R0,C0,C1,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.313 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 234.47 .000 C0 (no Q: R0,C1,W0) 234.57 .00 234.47 .000 C0 (no Q: R0,C1,W0) 234.60 .00 234.47 .000 C0 (no Q: R0,C1,W0) 234.67 .00 234.47 .000 C0 (no Q: R0,C1,W0) 234.70 .00 234.47 .000 C0 (no Q: R0,C1,W0) 234.77 .00 234.47 .000 C0 (no Q: R0,C1,W0) 234.80 .00 234.47 .000 C0 (no Q: R0,C1,W0) 234.87 .00 234.47 .000 C0 (no Q: R0,C1,W0) 234.90 .00 234.47 .000 C0 (no Q: R0,C1,W0) 234.97 .00 234.47 .000 C0 (no Q: R0,C1,W0) 235.00 .00 234.47 .000 C0 (no Q: R0,C1,W0) 235.07 .00 234.47 .000 C0 (no Q: R0,C1,W0) 235.10 .00 234.47 .000 C0 (no Q: R0,C1,W0) 235.17 .00 234.47 .000 C0 (no Q: R0,C1,W0) 235.20 .00 234.47 .000 C0 (no Q: R0,C1,W0) 235.27 .00 234.47 .000 C0 (no Q: R0,C1,W0) 235.30 .00 234.47 .000 C0 (no Q: R0,C1,W0) 235.37 .00 234.47 .000 C0 (no Q: R0,C1,W0) 235.40 .00 234.47 .000 C0 (no Q: R0,C1,W0) 235.47 .00 234.47 .000 C0 (no Q: R0,C1,W0) 235.50 .00 234.47 .000 C0 (no Q: R0,C1,W0) 235.57 .00 234.47 .000 C0 (no Q: R0,C1,W0) 235.60 .00 234.47 .000 C0 (no Q: R0,C1,W0) 235.67 .00 234.47 .000 C0 (no Q: R0,C1,W0) 235.70 .00 234.47 .000 C0 (no Q: R0,C1,W0) 235.77 .00 234.47 .000 C0 (no Q: R0,C1,W0) 235.80 .00 234.47 .000 C0 (no Q: R0,C1,W0) 235.87 .00 234.47 .000 C0 (no Q: R0,C1,W0) 235.90 .00 234.47 .000 C0 (no Q: R0,C1,W0) 235.97 .00 234.47 .000 C0 (no Q: R0,C1,W0) 236.00 .00 234.47 .000 C0 (no Q: R0,C1,W0) 236.10 .00 234.47 .000 C0 (no Q: R0,C1,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.314 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 234.47 .000 C0 (no Q: R0,C1,W0) 236.30 .00 234.47 .000 C0 (no Q: R0,C1,W0) 236.40 .00 234.47 .000 C0 (no Q: R0,C1,W0) 236.50 .00 234.47 .000 C0 (no Q: R0,C1,W0) 236.60 .00 234.47 .000 C0 (no Q: R0,C1,W0) 236.70 .00 234.47 .000 C0 (no Q: R0,C1,W0) 236.80 .00 234.47 .000 C0 (no Q: R0,C1,W0) 236.90 .01 234.47 .000 C0,C1 (no Q: R0,W0) 237.00 .10 234.47 .000 C0,C1 (no Q: R0,W0) 237.10 .25 234.47 .000 C0,C1 (no Q: R0,W0) 237.20 .47 234.47 .000 C0,C1 (no Q: R0,W0) 237.30 .76 234.47 .000 C0,C1 (no Q: R0,W0) 237.40 1.07 234.47 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 234.47 .000 C0,C1 (no Q: R0,W0) 237.60 1.96 234.47 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 234.47 .000 C0,C1 (no Q: R0,W0) 237.80 2.72 234.47 .000 C0,C1 (no Q: R0,W0) 237.90 3.15 234.47 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 234.47 .000 C0,C1 (no Q: R0,W0) 238.10 4.05 234.47 .000 C0,C1 (no Q: R0,W0) 238.20 4.49 234.47 .000 C0,C1 (no Q: R0,W0) 238.30 4.95 234.47 .000 C0,C1 (no Q: R0,W0) 238.40 5.32 234.47 .000 C0,C1 (no Q: R0,W0) 238.50 5.65 234.47 .000 C0,C1 (no Q: R0,W0) 238.60 6.08 234.47 .000 C0,C1 (no Q: R0,W0) 238.70 6.46 234.47 .000 C0,C1 (no Q: R0,W0) 238.80 6.81 234.47 .000 C0,C1 (no Q: R0,W0) 238.90 7.20 234.47 .000 C0,C1 (no Q: R0,W0) 239.00 7.53 234.47 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 234.47 .000 C0,C1 (no Q: R0,W0) 239.14 8.00 234.47 .000 C0,C1 (no Q: R0,W0) 239.20 9.00 234.47 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.315 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 234.47 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 234.47 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 234.47 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 234.47 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 234.47 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 234.47 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 234.47 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 234.47 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 234.47 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 234.47 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 234.47 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 234.47 .000 R0,C0,C1,W0 240.40 40.36 234.47 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 234.47 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 234.47 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 234.47 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 234.47 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 234.47 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 234.47 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 234.47 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 234.47 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 234.47 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 234.47 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 234.47 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 234.47 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 234.47 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 234.47 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 234.47 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 234.47 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.316 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 234.57 .000 (no Q: R0,C0,C1,W0) 233.04 .00 234.57 .000 (no Q: R0,C0,C1,W0) 233.07 .00 234.57 .000 (no Q: R0,C0,C1,W0) 233.10 .00 234.57 .000 (no Q: R0,C0,C1,W0) 233.17 .00 234.57 .000 (no Q: R0,C0,C1,W0) 233.18 .00 234.57 .000 (no Q: R0,C0,C1,W0) 233.20 .00 234.57 .000 (no Q: R0,C0,C1,W0) 233.27 .00 234.57 .000 (no Q: R0,C0,C1,W0) 233.30 .00 234.57 .000 (no Q: R0,C0,C1,W0) 233.37 .00 234.57 .000 (no Q: R0,C0,C1,W0) 233.40 .00 234.57 .000 (no Q: R0,C0,C1,W0) 233.47 .00 234.57 .000 (no Q: R0,C0,C1,W0) 233.50 .00 234.57 .000 (no Q: R0,C0,C1,W0) 233.57 .00 234.57 .000 (no Q: R0,C0,C1,W0) 233.60 .00 234.57 .000 (no Q: R0,C0,C1,W0) 233.67 .00 234.57 .000 (no Q: R0,C0,C1,W0) 233.70 .00 234.57 .000 (no Q: R0,C0,C1,W0) 233.77 .00 234.57 .000 (no Q: R0,C0,C1,W0) 233.80 .00 234.57 .000 (no Q: R0,C0,C1,W0) 233.87 .00 234.57 .000 (no Q: R0,C0,C1,W0) 233.90 .00 234.57 .000 (no Q: R0,C0,C1,W0) 233.97 .00 234.57 .000 (no Q: R0,C0,C1,W0) 234.00 .00 234.57 .000 (no Q: R0,C0,C1,W0) 234.07 .00 234.57 .000 (no Q: R0,C0,C1,W0) 234.10 .00 234.57 .000 (no Q: R0,C0,C1,W0) 234.17 .00 234.57 .000 (no Q: R0,C0,C1,W0) 234.20 .00 234.57 .000 (no Q: R0,C0,C1,W0) 234.27 .00 234.57 .000 (no Q: R0,C0,C1,W0) 234.30 .00 234.57 .000 (no Q: R0,C0,C1,W0) 234.37 .00 234.57 .000 (no Q: R0,C0,C1,W0) 234.40 .00 234.57 .000 (no Q: R0,C0,C1,W0) 234.47 .00 234.57 .000 (no Q: R0,C0,C1,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.317 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 234.57 .000 (no Q: R0,C0,C1,W0) 234.57 .00 234.57 .000 (no Q: R0,C0,C1,W0) 234.60 .00 234.57 .000 C0 (no Q: R0,C1,W0) 234.67 .00 234.57 .000 C0 (no Q: R0,C1,W0) 234.70 .00 234.57 .000 C0 (no Q: R0,C1,W0) 234.77 .00 234.57 .000 C0 (no Q: R0,C1,W0) 234.80 .00 234.57 .000 C0 (no Q: R0,C1,W0) 234.87 .00 234.57 .000 C0 (no Q: R0,C1,W0) 234.90 .00 234.57 .000 C0 (no Q: R0,C1,W0) 234.97 .00 234.57 .000 C0 (no Q: R0,C1,W0) 235.00 .00 234.57 .000 C0 (no Q: R0,C1,W0) 235.07 .00 234.57 .000 C0 (no Q: R0,C1,W0) 235.10 .00 234.57 .000 C0 (no Q: R0,C1,W0) 235.17 .00 234.57 .000 C0 (no Q: R0,C1,W0) 235.20 .00 234.57 .000 C0 (no Q: R0,C1,W0) 235.27 .00 234.57 .000 C0 (no Q: R0,C1,W0) 235.30 .00 234.57 .000 C0 (no Q: R0,C1,W0) 235.37 .00 234.57 .000 C0 (no Q: R0,C1,W0) 235.40 .00 234.57 .000 C0 (no Q: R0,C1,W0) 235.47 .00 234.57 .000 C0 (no Q: R0,C1,W0) 235.50 .00 234.57 .000 C0 (no Q: R0,C1,W0) 235.57 .00 234.57 .000 C0 (no Q: R0,C1,W0) 235.60 .00 234.57 .000 C0 (no Q: R0,C1,W0) 235.67 .00 234.57 .000 C0 (no Q: R0,C1,W0) 235.70 .00 234.57 .000 C0 (no Q: R0,C1,W0) 235.77 .00 234.57 .000 C0 (no Q: R0,C1,W0) 235.80 .00 234.57 .000 C0 (no Q: R0,C1,W0) 235.87 .00 234.57 .000 C0 (no Q: R0,C1,W0) 235.90 .00 234.57 .000 C0 (no Q: R0,C1,W0) 235.97 .00 234.57 .000 C0 (no Q: R0,C1,W0) 236.00 .00 234.57 .000 C0 (no Q: R0,C1,W0) 236.10 .00 234.57 .000 C0 (no Q: R0,C1,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.318 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 234.57 .000 C0 (no Q: R0,C1,W0) 236.30 .00 234.57 .000 C0 (no Q: R0,C1,W0) 236.40 .00 234.57 .000 C0 (no Q: R0,C1,W0) 236.50 .00 234.57 .000 C0 (no Q: R0,C1,W0) 236.60 .00 234.57 .000 C0 (no Q: R0,C1,W0) 236.70 .00 234.57 .000 C0 (no Q: R0,C1,W0) 236.80 .00 234.57 .000 C0 (no Q: R0,C1,W0) 236.90 .01 234.57 .000 C0,C1 (no Q: R0,W0) 237.00 .10 234.57 .000 C0,C1 (no Q: R0,W0) 237.10 .25 234.57 .000 C0,C1 (no Q: R0,W0) 237.20 .47 234.57 .000 C0,C1 (no Q: R0,W0) 237.30 .76 234.57 .000 C0,C1 (no Q: R0,W0) 237.40 1.07 234.57 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 234.57 .000 C0,C1 (no Q: R0,W0) 237.60 1.83 234.57 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 234.57 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 234.57 .000 C0,C1 (no Q: R0,W0) 237.90 3.21 234.57 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 234.57 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 234.57 .000 C0,C1 (no Q: R0,W0) 238.20 4.50 234.57 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 234.57 .000 C0,C1 (no Q: R0,W0) 238.40 5.32 234.57 .000 C0,C1 (no Q: R0,W0) 238.50 5.65 234.57 .000 C0,C1 (no Q: R0,W0) 238.60 6.06 234.57 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 234.57 .000 C0,C1 (no Q: R0,W0) 238.80 6.81 234.57 .000 C0,C1 (no Q: R0,W0) 238.90 7.20 234.57 .000 C0,C1 (no Q: R0,W0) 239.00 7.52 234.57 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 234.57 .000 C0,C1 (no Q: R0,W0) 239.14 8.00 234.57 .000 C0,C1 (no Q: R0,W0) 239.20 9.01 234.57 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.319 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.97 234.57 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 234.57 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 234.57 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 234.57 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 234.57 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 234.57 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 234.57 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 234.57 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 234.57 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 234.57 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 234.57 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 234.57 .000 R0,C0,C1,W0 240.40 40.36 234.57 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 234.57 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 234.57 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 234.57 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 234.57 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 234.57 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 234.57 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 234.57 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 234.57 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 234.57 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 234.57 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 234.57 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 234.57 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 234.57 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 234.57 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 234.57 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 234.57 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.320 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 234.67 .000 (no Q: R0,C0,C1,W0) 233.04 .00 234.67 .000 (no Q: R0,C0,C1,W0) 233.07 .00 234.67 .000 (no Q: R0,C0,C1,W0) 233.10 .00 234.67 .000 (no Q: R0,C0,C1,W0) 233.17 .00 234.67 .000 (no Q: R0,C0,C1,W0) 233.18 .00 234.67 .000 (no Q: R0,C0,C1,W0) 233.20 .00 234.67 .000 (no Q: R0,C0,C1,W0) 233.27 .00 234.67 .000 (no Q: R0,C0,C1,W0) 233.30 .00 234.67 .000 (no Q: R0,C0,C1,W0) 233.37 .00 234.67 .000 (no Q: R0,C0,C1,W0) 233.40 .00 234.67 .000 (no Q: R0,C0,C1,W0) 233.47 .00 234.67 .000 (no Q: R0,C0,C1,W0) 233.50 .00 234.67 .000 (no Q: R0,C0,C1,W0) 233.57 .00 234.67 .000 (no Q: R0,C0,C1,W0) 233.60 .00 234.67 .000 (no Q: R0,C0,C1,W0) 233.67 .00 234.67 .000 (no Q: R0,C0,C1,W0) 233.70 .00 234.67 .000 (no Q: R0,C0,C1,W0) 233.77 .00 234.67 .000 (no Q: R0,C0,C1,W0) 233.80 .00 234.67 .000 (no Q: R0,C0,C1,W0) 233.87 .00 234.67 .000 (no Q: R0,C0,C1,W0) 233.90 .00 234.67 .000 (no Q: R0,C0,C1,W0) 233.97 .00 234.67 .000 (no Q: R0,C0,C1,W0) 234.00 .00 234.67 .000 (no Q: R0,C0,C1,W0) 234.07 .00 234.67 .000 (no Q: R0,C0,C1,W0) 234.10 .00 234.67 .000 (no Q: R0,C0,C1,W0) 234.17 .00 234.67 .000 (no Q: R0,C0,C1,W0) 234.20 .00 234.67 .000 (no Q: R0,C0,C1,W0) 234.27 .00 234.67 .000 (no Q: R0,C0,C1,W0) 234.30 .00 234.67 .000 (no Q: R0,C0,C1,W0) 234.37 .00 234.67 .000 (no Q: R0,C0,C1,W0) 234.40 .00 234.67 .000 (no Q: R0,C0,C1,W0) 234.47 .00 234.67 .000 (no Q: R0,C0,C1,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.321 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 234.67 .000 (no Q: R0,C0,C1,W0) 234.57 .00 234.67 .000 (no Q: R0,C0,C1,W0) 234.60 .00 234.67 .000 (no Q: R0,C0,C1,W0) 234.67 .00 234.67 .000 (no Q: R0,C0,C1,W0) 234.70 .00 234.67 .000 C0 (no Q: R0,C1,W0) 234.77 .00 234.67 .000 C0 (no Q: R0,C1,W0) 234.80 .00 234.67 .000 C0 (no Q: R0,C1,W0) 234.87 .00 234.67 .000 C0 (no Q: R0,C1,W0) 234.90 .00 234.67 .000 C0 (no Q: R0,C1,W0) 234.97 .00 234.67 .000 C0 (no Q: R0,C1,W0) 235.00 .00 234.67 .000 C0 (no Q: R0,C1,W0) 235.07 .00 234.67 .000 C0 (no Q: R0,C1,W0) 235.10 .00 234.67 .000 C0 (no Q: R0,C1,W0) 235.17 .00 234.67 .000 C0 (no Q: R0,C1,W0) 235.20 .00 234.67 .000 C0 (no Q: R0,C1,W0) 235.27 .00 234.67 .000 C0 (no Q: R0,C1,W0) 235.30 .00 234.67 .000 C0 (no Q: R0,C1,W0) 235.37 .00 234.67 .000 C0 (no Q: R0,C1,W0) 235.40 .00 234.67 .000 C0 (no Q: R0,C1,W0) 235.47 .00 234.67 .000 C0 (no Q: R0,C1,W0) 235.50 .00 234.67 .000 C0 (no Q: R0,C1,W0) 235.57 .00 234.67 .000 C0 (no Q: R0,C1,W0) 235.60 .00 234.67 .000 C0 (no Q: R0,C1,W0) 235.67 .00 234.67 .000 C0 (no Q: R0,C1,W0) 235.70 .00 234.67 .000 C0 (no Q: R0,C1,W0) 235.77 .00 234.67 .000 C0 (no Q: R0,C1,W0) 235.80 .00 234.67 .000 C0 (no Q: R0,C1,W0) 235.87 .00 234.67 .000 C0 (no Q: R0,C1,W0) 235.90 .00 234.67 .000 C0 (no Q: R0,C1,W0) 235.97 .00 234.67 .000 C0 (no Q: R0,C1,W0) 236.00 .00 234.67 .000 C0 (no Q: R0,C1,W0) 236.10 .00 234.67 .000 C0 (no Q: R0,C1,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.322 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 234.67 .000 C0 (no Q: R0,C1,W0) 236.30 .00 234.67 .000 C0 (no Q: R0,C1,W0) 236.40 .00 234.67 .000 C0 (no Q: R0,C1,W0) 236.50 .00 234.67 .000 C0 (no Q: R0,C1,W0) 236.60 .00 234.67 .000 C0 (no Q: R0,C1,W0) 236.70 .00 234.67 .000 C0 (no Q: R0,C1,W0) 236.80 .00 234.67 .000 C0 (no Q: R0,C1,W0) 236.90 .01 234.67 .000 C0,C1 (no Q: R0,W0) 237.00 .10 234.67 .000 C0,C1 (no Q: R0,W0) 237.10 .25 234.67 .000 C0,C1 (no Q: R0,W0) 237.20 .47 234.67 .000 C0,C1 (no Q: R0,W0) 237.30 .76 234.67 .000 C0,C1 (no Q: R0,W0) 237.40 1.07 234.67 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 234.67 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 234.67 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 234.67 .000 C0,C1 (no Q: R0,W0) 237.80 2.75 234.67 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 234.67 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 234.67 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 234.67 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 234.67 .000 C0,C1 (no Q: R0,W0) 238.30 4.92 234.67 .000 C0,C1 (no Q: R0,W0) 238.40 5.32 234.67 .000 C0,C1 (no Q: R0,W0) 238.50 5.65 234.67 .000 C0,C1 (no Q: R0,W0) 238.60 6.03 234.67 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 234.67 .000 C0,C1 (no Q: R0,W0) 238.80 6.84 234.67 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 234.67 .000 C0,C1 (no Q: R0,W0) 239.00 7.53 234.67 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 234.67 .000 C0,C1 (no Q: R0,W0) 239.14 8.00 234.67 .000 C0,C1 (no Q: R0,W0) 239.20 9.01 234.67 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.323 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.97 234.67 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 234.67 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 234.67 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 234.67 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 234.67 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 234.67 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 234.67 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 234.67 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 234.67 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 234.67 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 234.67 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 234.67 .000 R0,C0,C1,W0 240.40 40.36 234.67 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 234.67 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 234.67 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 234.67 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 234.67 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 234.67 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 234.67 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 234.67 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 234.67 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 234.67 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 234.67 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 234.67 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 234.67 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 234.67 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 234.67 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 234.67 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 234.67 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.324 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 234.77 .000 (no Q: R0,C0,C1,W0) 233.04 .00 234.77 .000 (no Q: R0,C0,C1,W0) 233.07 .00 234.77 .000 (no Q: R0,C0,C1,W0) 233.10 .00 234.77 .000 (no Q: R0,C0,C1,W0) 233.17 .00 234.77 .000 (no Q: R0,C0,C1,W0) 233.18 .00 234.77 .000 (no Q: R0,C0,C1,W0) 233.20 .00 234.77 .000 (no Q: R0,C0,C1,W0) 233.27 .00 234.77 .000 (no Q: R0,C0,C1,W0) 233.30 .00 234.77 .000 (no Q: R0,C0,C1,W0) 233.37 .00 234.77 .000 (no Q: R0,C0,C1,W0) 233.40 .00 234.77 .000 (no Q: R0,C0,C1,W0) 233.47 .00 234.77 .000 (no Q: R0,C0,C1,W0) 233.50 .00 234.77 .000 (no Q: R0,C0,C1,W0) 233.57 .00 234.77 .000 (no Q: R0,C0,C1,W0) 233.60 .00 234.77 .000 (no Q: R0,C0,C1,W0) 233.67 .00 234.77 .000 (no Q: R0,C0,C1,W0) 233.70 .00 234.77 .000 (no Q: R0,C0,C1,W0) 233.77 .00 234.77 .000 (no Q: R0,C0,C1,W0) 233.80 .00 234.77 .000 (no Q: R0,C0,C1,W0) 233.87 .00 234.77 .000 (no Q: R0,C0,C1,W0) 233.90 .00 234.77 .000 (no Q: R0,C0,C1,W0) 233.97 .00 234.77 .000 (no Q: R0,C0,C1,W0) 234.00 .00 234.77 .000 (no Q: R0,C0,C1,W0) 234.07 .00 234.77 .000 (no Q: R0,C0,C1,W0) 234.10 .00 234.77 .000 (no Q: R0,C0,C1,W0) 234.17 .00 234.77 .000 (no Q: R0,C0,C1,W0) 234.20 .00 234.77 .000 (no Q: R0,C0,C1,W0) 234.27 .00 234.77 .000 (no Q: R0,C0,C1,W0) 234.30 .00 234.77 .000 (no Q: R0,C0,C1,W0) 234.37 .00 234.77 .000 (no Q: R0,C0,C1,W0) 234.40 .00 234.77 .000 (no Q: R0,C0,C1,W0) 234.47 .00 234.77 .000 (no Q: R0,C0,C1,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.325 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 234.77 .000 (no Q: R0,C0,C1,W0) 234.57 .00 234.77 .000 (no Q: R0,C0,C1,W0) 234.60 .00 234.77 .000 (no Q: R0,C0,C1,W0) 234.67 .00 234.77 .000 (no Q: R0,C0,C1,W0) 234.70 .00 234.77 .000 (no Q: R0,C0,C1,W0) 234.77 .00 234.77 .000 (no Q: R0,C0,C1,W0) 234.80 .00 234.77 .000 C0 (no Q: R0,C1,W0) 234.87 .00 234.77 .000 C0 (no Q: R0,C1,W0) 234.90 .00 234.77 .000 C0 (no Q: R0,C1,W0) 234.97 .00 234.77 .000 C0 (no Q: R0,C1,W0) 235.00 .00 234.77 .000 C0 (no Q: R0,C1,W0) 235.07 .00 234.77 .000 C0 (no Q: R0,C1,W0) 235.10 .00 234.77 .000 C0 (no Q: R0,C1,W0) 235.17 .00 234.77 .000 C0 (no Q: R0,C1,W0) 235.20 .00 234.77 .000 C0 (no Q: R0,C1,W0) 235.27 .00 234.77 .000 C0 (no Q: R0,C1,W0) 235.30 .00 234.77 .000 C0 (no Q: R0,C1,W0) 235.37 .00 234.77 .000 C0 (no Q: R0,C1,W0) 235.40 .00 234.77 .000 C0 (no Q: R0,C1,W0) 235.47 .00 234.77 .000 C0 (no Q: R0,C1,W0) 235.50 .00 234.77 .000 C0 (no Q: R0,C1,W0) 235.57 .00 234.77 .000 C0 (no Q: R0,C1,W0) 235.60 .00 234.77 .000 C0 (no Q: R0,C1,W0) 235.67 .00 234.77 .000 C0 (no Q: R0,C1,W0) 235.70 .00 234.77 .000 C0 (no Q: R0,C1,W0) 235.77 .00 234.77 .000 C0 (no Q: R0,C1,W0) 235.80 .00 234.77 .000 C0 (no Q: R0,C1,W0) 235.87 .00 234.77 .000 C0 (no Q: R0,C1,W0) 235.90 .00 234.77 .000 C0 (no Q: R0,C1,W0) 235.97 .00 234.77 .000 C0 (no Q: R0,C1,W0) 236.00 .00 234.77 .000 C0 (no Q: R0,C1,W0) 236.10 .00 234.77 .000 C0 (no Q: R0,C1,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.326 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 234.77 .000 C0 (no Q: R0,C1,W0) 236.30 .00 234.77 .000 C0 (no Q: R0,C1,W0) 236.40 .00 234.77 .000 C0 (no Q: R0,C1,W0) 236.50 .00 234.77 .000 C0 (no Q: R0,C1,W0) 236.60 .00 234.77 .000 C0 (no Q: R0,C1,W0) 236.70 .00 234.77 .000 C0 (no Q: R0,C1,W0) 236.80 .00 234.77 .000 C0 (no Q: R0,C1,W0) 236.90 .01 234.77 .000 C0,C1 (no Q: R0,W0) 237.00 .10 234.77 .000 C0,C1 (no Q: R0,W0) 237.10 .25 234.77 .000 C0,C1 (no Q: R0,W0) 237.20 .47 234.77 .000 C0,C1 (no Q: R0,W0) 237.30 .76 234.77 .000 C0,C1 (no Q: R0,W0) 237.40 1.07 234.77 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 234.77 .000 C0,C1 (no Q: R0,W0) 237.60 1.94 234.77 .000 C0,C1 (no Q: R0,W0) 237.70 2.33 234.77 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 234.77 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 234.77 .000 C0,C1 (no Q: R0,W0) 238.00 3.55 234.77 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 234.77 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 234.77 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 234.77 .000 C0,C1 (no Q: R0,W0) 238.40 5.32 234.77 .000 C0,C1 (no Q: R0,W0) 238.50 5.65 234.77 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 234.77 .000 C0,C1 (no Q: R0,W0) 238.70 6.48 234.77 .000 C0,C1 (no Q: R0,W0) 238.80 6.81 234.77 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 234.77 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 234.77 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 234.77 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 234.77 .000 C0,C1 (no Q: R0,W0) 239.20 9.00 234.77 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.327 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.98 234.77 .000 R0,C0,C1 (no Q: W0) 239.40 15.95 234.77 .000 R0,C0,C1 (no Q: W0) 239.50 20.72 234.77 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 234.77 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 234.77 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 234.77 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 234.77 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 234.77 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 234.77 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 234.77 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 234.77 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 234.77 .000 R0,C0,C1,W0 240.40 40.36 234.77 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 234.77 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 234.77 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 234.77 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 234.77 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 234.77 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 234.77 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 234.77 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 234.77 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 234.77 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 234.77 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 234.77 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 234.77 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 234.77 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 234.77 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 234.77 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 234.77 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.328 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 234.87 .000 (no Q: R0,C0,C1,W0) 233.04 .00 234.87 .000 (no Q: R0,C0,C1,W0) 233.07 .00 234.87 .000 (no Q: R0,C0,C1,W0) 233.10 .00 234.87 .000 (no Q: R0,C0,C1,W0) 233.17 .00 234.87 .000 (no Q: R0,C0,C1,W0) 233.18 .00 234.87 .000 (no Q: R0,C0,C1,W0) 233.20 .00 234.87 .000 (no Q: R0,C0,C1,W0) 233.27 .00 234.87 .000 (no Q: R0,C0,C1,W0) 233.30 .00 234.87 .000 (no Q: R0,C0,C1,W0) 233.37 .00 234.87 .000 (no Q: R0,C0,C1,W0) 233.40 .00 234.87 .000 (no Q: R0,C0,C1,W0) 233.47 .00 234.87 .000 (no Q: R0,C0,C1,W0) 233.50 .00 234.87 .000 (no Q: R0,C0,C1,W0) 233.57 .00 234.87 .000 (no Q: R0,C0,C1,W0) 233.60 .00 234.87 .000 (no Q: R0,C0,C1,W0) 233.67 .00 234.87 .000 (no Q: R0,C0,C1,W0) 233.70 .00 234.87 .000 (no Q: R0,C0,C1,W0) 233.77 .00 234.87 .000 (no Q: R0,C0,C1,W0) 233.80 .00 234.87 .000 (no Q: R0,C0,C1,W0) 233.87 .00 234.87 .000 (no Q: R0,C0,C1,W0) 233.90 .00 234.87 .000 (no Q: R0,C0,C1,W0) 233.97 .00 234.87 .000 (no Q: R0,C0,C1,W0) 234.00 .00 234.87 .000 (no Q: R0,C0,C1,W0) 234.07 .00 234.87 .000 (no Q: R0,C0,C1,W0) 234.10 .00 234.87 .000 (no Q: R0,C0,C1,W0) 234.17 .00 234.87 .000 (no Q: R0,C0,C1,W0) 234.20 .00 234.87 .000 (no Q: R0,C0,C1,W0) 234.27 .00 234.87 .000 (no Q: R0,C0,C1,W0) 234.30 .00 234.87 .000 (no Q: R0,C0,C1,W0) 234.37 .00 234.87 .000 (no Q: R0,C0,C1,W0) 234.40 .00 234.87 .000 (no Q: R0,C0,C1,W0) 234.47 .00 234.87 .000 (no Q: R0,C0,C1,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.329 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 234.87 .000 (no Q: R0,C0,C1,W0) 234.57 .00 234.87 .000 (no Q: R0,C0,C1,W0) 234.60 .00 234.87 .000 (no Q: R0,C0,C1,W0) 234.67 .00 234.87 .000 (no Q: R0,C0,C1,W0) 234.70 .00 234.87 .000 (no Q: R0,C0,C1,W0) 234.77 .00 234.87 .000 (no Q: R0,C0,C1,W0) 234.80 .00 234.87 .000 (no Q: R0,C0,C1,W0) 234.87 .00 234.87 .000 (no Q: R0,C0,C1,W0) 234.90 .00 234.87 .000 C0 (no Q: R0,C1,W0) 234.97 .00 234.87 .000 C0 (no Q: R0,C1,W0) 235.00 .00 234.87 .000 C0 (no Q: R0,C1,W0) 235.07 .00 234.87 .000 C0 (no Q: R0,C1,W0) 235.10 .00 234.87 .000 C0 (no Q: R0,C1,W0) 235.17 .00 234.87 .000 C0 (no Q: R0,C1,W0) 235.20 .00 234.87 .000 C0 (no Q: R0,C1,W0) 235.27 .00 234.87 .000 C0 (no Q: R0,C1,W0) 235.30 .00 234.87 .000 C0 (no Q: R0,C1,W0) 235.37 .00 234.87 .000 C0 (no Q: R0,C1,W0) 235.40 .00 234.87 .000 C0 (no Q: R0,C1,W0) 235.47 .00 234.87 .000 C0 (no Q: R0,C1,W0) 235.50 .00 234.87 .000 C0 (no Q: R0,C1,W0) 235.57 .00 234.87 .000 C0 (no Q: R0,C1,W0) 235.60 .00 234.87 .000 C0 (no Q: R0,C1,W0) 235.67 .00 234.87 .000 C0 (no Q: R0,C1,W0) 235.70 .00 234.87 .000 C0 (no Q: R0,C1,W0) 235.77 .00 234.87 .000 C0 (no Q: R0,C1,W0) 235.80 .00 234.87 .000 C0 (no Q: R0,C1,W0) 235.87 .00 234.87 .000 C0 (no Q: R0,C1,W0) 235.90 .00 234.87 .000 C0 (no Q: R0,C1,W0) 235.97 .00 234.87 .000 C0 (no Q: R0,C1,W0) 236.00 .00 234.87 .000 C0 (no Q: R0,C1,W0) 236.10 .00 234.87 .000 C0 (no Q: R0,C1,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.330 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 234.87 .000 C0 (no Q: R0,C1,W0) 236.30 .00 234.87 .000 C0 (no Q: R0,C1,W0) 236.40 .00 234.87 .000 C0 (no Q: R0,C1,W0) 236.50 .00 234.87 .000 C0 (no Q: R0,C1,W0) 236.60 .00 234.87 .000 C0 (no Q: R0,C1,W0) 236.70 .00 234.87 .000 C0 (no Q: R0,C1,W0) 236.80 .00 234.87 .000 C0 (no Q: R0,C1,W0) 236.90 .01 234.87 .000 C0,C1 (no Q: R0,W0) 237.00 .10 234.87 .000 C0,C1 (no Q: R0,W0) 237.10 .25 234.87 .000 C0,C1 (no Q: R0,W0) 237.20 .47 234.87 .000 C0,C1 (no Q: R0,W0) 237.30 .76 234.87 .000 C0,C1 (no Q: R0,W0) 237.40 1.07 234.87 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 234.87 .000 C0,C1 (no Q: R0,W0) 237.60 1.87 234.87 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 234.87 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 234.87 .000 C0,C1 (no Q: R0,W0) 237.90 3.25 234.87 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 234.87 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 234.87 .000 C0,C1 (no Q: R0,W0) 238.20 4.51 234.87 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 234.87 .000 C0,C1 (no Q: R0,W0) 238.40 5.32 234.87 .000 C0,C1 (no Q: R0,W0) 238.50 5.69 234.87 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 234.87 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 234.87 .000 C0,C1 (no Q: R0,W0) 238.80 6.80 234.87 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 234.87 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 234.87 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 234.87 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 234.87 .000 C0,C1 (no Q: R0,W0) 239.20 9.02 234.87 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.331 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.97 234.87 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 234.87 .000 R0,C0,C1 (no Q: W0) 239.50 20.72 234.87 .000 R0,C0,C1 (no Q: W0) 239.60 26.10 234.87 .000 R0,C0,C1 (no Q: W0) 239.70 31.13 234.87 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 234.87 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 234.87 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 234.87 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 234.87 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 234.87 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 234.87 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 234.87 .000 R0,C0,C1,W0 240.40 40.36 234.87 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 234.87 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 234.87 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 234.87 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 234.87 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 234.87 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 234.87 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 234.87 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 234.87 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 234.87 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 234.87 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 234.87 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 234.87 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 234.87 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 234.87 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 234.87 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 234.87 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.332 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 234.97 .000 (no Q: R0,C0,C1,W0) 233.04 .00 234.97 .000 (no Q: R0,C0,C1,W0) 233.07 .00 234.97 .000 (no Q: R0,C0,C1,W0) 233.10 .00 234.97 .000 (no Q: R0,C0,C1,W0) 233.17 .00 234.97 .000 (no Q: R0,C0,C1,W0) 233.18 .00 234.97 .000 (no Q: R0,C0,C1,W0) 233.20 .00 234.97 .000 (no Q: R0,C0,C1,W0) 233.27 .00 234.97 .000 (no Q: R0,C0,C1,W0) 233.30 .00 234.97 .000 (no Q: R0,C0,C1,W0) 233.37 .00 234.97 .000 (no Q: R0,C0,C1,W0) 233.40 .00 234.97 .000 (no Q: R0,C0,C1,W0) 233.47 .00 234.97 .000 (no Q: R0,C0,C1,W0) 233.50 .00 234.97 .000 (no Q: R0,C0,C1,W0) 233.57 .00 234.97 .000 (no Q: R0,C0,C1,W0) 233.60 .00 234.97 .000 (no Q: R0,C0,C1,W0) 233.67 .00 234.97 .000 (no Q: R0,C0,C1,W0) 233.70 .00 234.97 .000 (no Q: R0,C0,C1,W0) 233.77 .00 234.97 .000 (no Q: R0,C0,C1,W0) 233.80 .00 234.97 .000 (no Q: R0,C0,C1,W0) 233.87 .00 234.97 .000 (no Q: R0,C0,C1,W0) 233.90 .00 234.97 .000 (no Q: R0,C0,C1,W0) 233.97 .00 234.97 .000 (no Q: R0,C0,C1,W0) 234.00 .00 234.97 .000 (no Q: R0,C0,C1,W0) 234.07 .00 234.97 .000 (no Q: R0,C0,C1,W0) 234.10 .00 234.97 .000 (no Q: R0,C0,C1,W0) 234.17 .00 234.97 .000 (no Q: R0,C0,C1,W0) 234.20 .00 234.97 .000 (no Q: R0,C0,C1,W0) 234.27 .00 234.97 .000 (no Q: R0,C0,C1,W0) 234.30 .00 234.97 .000 (no Q: R0,C0,C1,W0) 234.37 .00 234.97 .000 (no Q: R0,C0,C1,W0) 234.40 .00 234.97 .000 (no Q: R0,C0,C1,W0) 234.47 .00 234.97 .000 (no Q: R0,C0,C1,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.333 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 234.97 .000 (no Q: R0,C0,C1,W0) 234.57 .00 234.97 .000 (no Q: R0,C0,C1,W0) 234.60 .00 234.97 .000 (no Q: R0,C0,C1,W0) 234.67 .00 234.97 .000 (no Q: R0,C0,C1,W0) 234.70 .00 234.97 .000 (no Q: R0,C0,C1,W0) 234.77 .00 234.97 .000 (no Q: R0,C0,C1,W0) 234.80 .00 234.97 .000 (no Q: R0,C0,C1,W0) 234.87 .00 234.97 .000 (no Q: R0,C0,C1,W0) 234.90 .00 234.97 .000 (no Q: R0,C0,C1,W0) 234.97 .00 234.97 .000 (no Q: R0,C0,C1,W0) 235.00 .00 234.97 .000 C0 (no Q: R0,C1,W0) 235.07 .00 234.97 .000 C0 (no Q: R0,C1,W0) 235.10 .00 234.97 .000 C0 (no Q: R0,C1,W0) 235.17 .00 234.97 .000 C0 (no Q: R0,C1,W0) 235.20 .00 234.97 .000 C0 (no Q: R0,C1,W0) 235.27 .00 234.97 .000 C0 (no Q: R0,C1,W0) 235.30 .00 234.97 .000 C0 (no Q: R0,C1,W0) 235.37 .00 234.97 .000 C0 (no Q: R0,C1,W0) 235.40 .00 234.97 .000 C0 (no Q: R0,C1,W0) 235.47 .00 234.97 .000 C0 (no Q: R0,C1,W0) 235.50 .00 234.97 .000 C0 (no Q: R0,C1,W0) 235.57 .00 234.97 .000 C0 (no Q: R0,C1,W0) 235.60 .00 234.97 .000 C0 (no Q: R0,C1,W0) 235.67 .00 234.97 .000 C0 (no Q: R0,C1,W0) 235.70 .00 234.97 .000 C0 (no Q: R0,C1,W0) 235.77 .00 234.97 .000 C0 (no Q: R0,C1,W0) 235.80 .00 234.97 .000 C0 (no Q: R0,C1,W0) 235.87 .00 234.97 .000 C0 (no Q: R0,C1,W0) 235.90 .00 234.97 .000 C0 (no Q: R0,C1,W0) 235.97 .00 234.97 .000 C0 (no Q: R0,C1,W0) 236.00 .00 234.97 .000 C0 (no Q: R0,C1,W0) 236.10 .00 234.97 .000 C0 (no Q: R0,C1,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.334 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 234.97 .000 C0 (no Q: R0,C1,W0) 236.30 .00 234.97 .000 C0 (no Q: R0,C1,W0) 236.40 .00 234.97 .000 C0 (no Q: R0,C1,W0) 236.50 .00 234.97 .000 C0 (no Q: R0,C1,W0) 236.60 .00 234.97 .000 C0 (no Q: R0,C1,W0) 236.70 .00 234.97 .000 C0 (no Q: R0,C1,W0) 236.80 .00 234.97 .000 C0 (no Q: R0,C1,W0) 236.90 .01 234.97 .000 C0,C1 (no Q: R0,W0) 237.00 .10 234.97 .000 C0,C1 (no Q: R0,W0) 237.10 .25 234.97 .000 C0,C1 (no Q: R0,W0) 237.20 .47 234.97 .000 C0,C1 (no Q: R0,W0) 237.30 .76 234.97 .000 C0,C1 (no Q: R0,W0) 237.40 1.07 234.97 .000 C0,C1 (no Q: R0,W0) 237.50 1.41 234.97 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 234.97 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 234.97 .000 C0,C1 (no Q: R0,W0) 237.80 2.68 234.97 .000 C0,C1 (no Q: R0,W0) 237.90 3.16 234.97 .000 C0,C1 (no Q: R0,W0) 238.00 3.59 234.97 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 234.97 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 234.97 .000 C0,C1 (no Q: R0,W0) 238.30 4.92 234.97 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 234.97 .000 C0,C1 (no Q: R0,W0) 238.50 5.65 234.97 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 234.97 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 234.97 .000 C0,C1 (no Q: R0,W0) 238.80 6.83 234.97 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 234.97 .000 C0,C1 (no Q: R0,W0) 239.00 7.53 234.97 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 234.97 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 234.97 .000 C0,C1 (no Q: R0,W0) 239.20 9.01 234.97 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.335 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.97 234.97 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 234.97 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 234.97 .000 R0,C0,C1 (no Q: W0) 239.60 26.10 234.97 .000 R0,C0,C1 (no Q: W0) 239.70 31.04 234.97 .000 R0,C0,C1 (no Q: W0) 239.80 34.33 234.97 .000 R0,C0,C1 (no Q: W0) 239.90 36.57 234.97 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 234.97 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 234.97 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 234.97 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 234.97 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 234.97 .000 R0,C0,C1,W0 240.40 40.36 234.97 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 234.97 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 234.97 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 234.97 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 234.97 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 234.97 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 234.97 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 234.97 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 234.97 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 234.97 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 234.97 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 234.97 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 234.97 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 234.97 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 234.97 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 234.97 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 234.97 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.336 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 235.07 .000 (no Q: R0,C0,C1,W0) 233.04 .00 235.07 .000 (no Q: R0,C0,C1,W0) 233.07 .00 235.07 .000 (no Q: R0,C0,C1,W0) 233.10 .00 235.07 .000 (no Q: R0,C0,C1,W0) 233.17 .00 235.07 .000 (no Q: R0,C0,C1,W0) 233.18 .00 235.07 .000 (no Q: R0,C0,C1,W0) 233.20 .00 235.07 .000 (no Q: R0,C0,C1,W0) 233.27 .00 235.07 .000 (no Q: R0,C0,C1,W0) 233.30 .00 235.07 .000 (no Q: R0,C0,C1,W0) 233.37 .00 235.07 .000 (no Q: R0,C0,C1,W0) 233.40 .00 235.07 .000 (no Q: R0,C0,C1,W0) 233.47 .00 235.07 .000 (no Q: R0,C0,C1,W0) 233.50 .00 235.07 .000 (no Q: R0,C0,C1,W0) 233.57 .00 235.07 .000 (no Q: R0,C0,C1,W0) 233.60 .00 235.07 .000 (no Q: R0,C0,C1,W0) 233.67 .00 235.07 .000 (no Q: R0,C0,C1,W0) 233.70 .00 235.07 .000 (no Q: R0,C0,C1,W0) 233.77 .00 235.07 .000 (no Q: R0,C0,C1,W0) 233.80 .00 235.07 .000 (no Q: R0,C0,C1,W0) 233.87 .00 235.07 .000 (no Q: R0,C0,C1,W0) 233.90 .00 235.07 .000 (no Q: R0,C0,C1,W0) 233.97 .00 235.07 .000 (no Q: R0,C0,C1,W0) 234.00 .00 235.07 .000 (no Q: R0,C0,C1,W0) 234.07 .00 235.07 .000 (no Q: R0,C0,C1,W0) 234.10 .00 235.07 .000 (no Q: R0,C0,C1,W0) 234.17 .00 235.07 .000 (no Q: R0,C0,C1,W0) 234.20 .00 235.07 .000 (no Q: R0,C0,C1,W0) 234.27 .00 235.07 .000 (no Q: R0,C0,C1,W0) 234.30 .00 235.07 .000 (no Q: R0,C0,C1,W0) 234.37 .00 235.07 .000 (no Q: R0,C0,C1,W0) 234.40 .00 235.07 .000 (no Q: R0,C0,C1,W0) 234.47 .00 235.07 .000 (no Q: R0,C0,C1,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.337 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 235.07 .000 (no Q: R0,C0,C1,W0) 234.57 .00 235.07 .000 (no Q: R0,C0,C1,W0) 234.60 .00 235.07 .000 (no Q: R0,C0,C1,W0) 234.67 .00 235.07 .000 (no Q: R0,C0,C1,W0) 234.70 .00 235.07 .000 (no Q: R0,C0,C1,W0) 234.77 .00 235.07 .000 (no Q: R0,C0,C1,W0) 234.80 .00 235.07 .000 (no Q: R0,C0,C1,W0) 234.87 .00 235.07 .000 (no Q: R0,C0,C1,W0) 234.90 .00 235.07 .000 (no Q: R0,C0,C1,W0) 234.97 .00 235.07 .000 (no Q: R0,C0,C1,W0) 235.00 .00 235.07 .000 (no Q: R0,C0,C1,W0) 235.07 .00 235.07 .000 (no Q: R0,C0,C1,W0) 235.10 .00 235.07 .000 C0 (no Q: R0,C1,W0) 235.17 .00 235.07 .000 C0 (no Q: R0,C1,W0) 235.20 .00 235.07 .000 C0 (no Q: R0,C1,W0) 235.27 .00 235.07 .000 C0 (no Q: R0,C1,W0) 235.30 .00 235.07 .000 C0 (no Q: R0,C1,W0) 235.37 .00 235.07 .000 C0 (no Q: R0,C1,W0) 235.40 .00 235.07 .000 C0 (no Q: R0,C1,W0) 235.47 .00 235.07 .000 C0 (no Q: R0,C1,W0) 235.50 .00 235.07 .000 C0 (no Q: R0,C1,W0) 235.57 .00 235.07 .000 C0 (no Q: R0,C1,W0) 235.60 .00 235.07 .000 C0 (no Q: R0,C1,W0) 235.67 .00 235.07 .000 C0 (no Q: R0,C1,W0) 235.70 .00 235.07 .000 C0 (no Q: R0,C1,W0) 235.77 .00 235.07 .000 C0 (no Q: R0,C1,W0) 235.80 .00 235.07 .000 C0 (no Q: R0,C1,W0) 235.87 .00 235.07 .000 C0 (no Q: R0,C1,W0) 235.90 .00 235.07 .000 C0 (no Q: R0,C1,W0) 235.97 .00 235.07 .000 C0 (no Q: R0,C1,W0) 236.00 .00 235.07 .000 C0 (no Q: R0,C1,W0) 236.10 .00 235.07 .000 C0 (no Q: R0,C1,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.338 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 235.07 .000 C0 (no Q: R0,C1,W0) 236.30 .00 235.07 .000 C0 (no Q: R0,C1,W0) 236.40 .00 235.07 .000 C0 (no Q: R0,C1,W0) 236.50 .00 235.07 .000 C0 (no Q: R0,C1,W0) 236.60 .00 235.07 .000 C0 (no Q: R0,C1,W0) 236.70 .00 235.07 .000 C0 (no Q: R0,C1,W0) 236.80 .00 235.07 .000 C0 (no Q: R0,C1,W0) 236.90 .01 235.07 .000 C0,C1 (no Q: R0,W0) 237.00 .10 235.07 .000 C0,C1 (no Q: R0,W0) 237.10 .25 235.07 .000 C0,C1 (no Q: R0,W0) 237.20 .47 235.07 .000 C0,C1 (no Q: R0,W0) 237.30 .76 235.07 .000 C0,C1 (no Q: R0,W0) 237.40 1.07 235.07 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 235.07 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 235.07 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 235.07 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 235.07 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 235.07 .000 C0,C1 (no Q: R0,W0) 238.00 3.62 235.07 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 235.07 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 235.07 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 235.07 .000 C0,C1 (no Q: R0,W0) 238.40 5.32 235.07 .000 C0,C1 (no Q: R0,W0) 238.50 5.69 235.07 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 235.07 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 235.07 .000 C0,C1 (no Q: R0,W0) 238.80 6.82 235.07 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 235.07 .000 C0,C1 (no Q: R0,W0) 239.00 7.55 235.07 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 235.07 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 235.07 .000 C0,C1 (no Q: R0,W0) 239.20 9.02 235.07 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.339 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.98 235.07 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 235.07 .000 R0,C0,C1 (no Q: W0) 239.50 20.72 235.07 .000 R0,C0,C1 (no Q: W0) 239.60 26.10 235.07 .000 R0,C0,C1 (no Q: W0) 239.70 30.85 235.07 .000 R0,C0,C1 (no Q: W0) 239.80 34.22 235.07 .000 R0,C0,C1 (no Q: W0) 239.90 36.56 235.07 .000 R0,C0,C1 (no Q: W0) 240.00 36.99 235.07 .000 R0,C0,C1 (no Q: W0) 240.10 37.32 235.07 .000 R0,C1 (no Q: C0,W0) 240.20 37.66 235.07 .000 R0,C0,C1 (no Q: W0) 240.25 37.83 235.07 .000 R0,C1 (no Q: C0,W0) 240.30 38.37 235.07 .000 R0,C0,C1,W0 240.40 40.36 235.07 .000 R0,C1,W0 (no Q: C0) 240.50 43.14 235.07 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 235.07 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 235.07 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 235.07 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 235.07 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 235.07 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 235.07 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 235.07 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 235.07 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 235.07 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 235.07 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 235.07 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 235.07 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 235.07 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 235.07 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 235.07 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.340 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 235.17 .000 (no Q: R0,C0,C1,W0) 233.04 .00 235.17 .000 (no Q: R0,C0,C1,W0) 233.07 .00 235.17 .000 (no Q: R0,C0,C1,W0) 233.10 .00 235.17 .000 (no Q: R0,C0,C1,W0) 233.17 .00 235.17 .000 (no Q: R0,C0,C1,W0) 233.18 .00 235.17 .000 (no Q: R0,C0,C1,W0) 233.20 .00 235.17 .000 (no Q: R0,C0,C1,W0) 233.27 .00 235.17 .000 (no Q: R0,C0,C1,W0) 233.30 .00 235.17 .000 (no Q: R0,C0,C1,W0) 233.37 .00 235.17 .000 (no Q: R0,C0,C1,W0) 233.40 .00 235.17 .000 (no Q: R0,C0,C1,W0) 233.47 .00 235.17 .000 (no Q: R0,C0,C1,W0) 233.50 .00 235.17 .000 (no Q: R0,C0,C1,W0) 233.57 .00 235.17 .000 (no Q: R0,C0,C1,W0) 233.60 .00 235.17 .000 (no Q: R0,C0,C1,W0) 233.67 .00 235.17 .000 (no Q: R0,C0,C1,W0) 233.70 .00 235.17 .000 (no Q: R0,C0,C1,W0) 233.77 .00 235.17 .000 (no Q: R0,C0,C1,W0) 233.80 .00 235.17 .000 (no Q: R0,C0,C1,W0) 233.87 .00 235.17 .000 (no Q: R0,C0,C1,W0) 233.90 .00 235.17 .000 (no Q: R0,C0,C1,W0) 233.97 .00 235.17 .000 (no Q: R0,C0,C1,W0) 234.00 .00 235.17 .000 (no Q: R0,C0,C1,W0) 234.07 .00 235.17 .000 (no Q: R0,C0,C1,W0) 234.10 .00 235.17 .000 (no Q: R0,C0,C1,W0) 234.17 .00 235.17 .000 (no Q: R0,C0,C1,W0) 234.20 .00 235.17 .000 (no Q: R0,C0,C1,W0) 234.27 .00 235.17 .000 (no Q: R0,C0,C1,W0) 234.30 .00 235.17 .000 (no Q: R0,C0,C1,W0) 234.37 .00 235.17 .000 (no Q: R0,C0,C1,W0) 234.40 .00 235.17 .000 (no Q: R0,C0,C1,W0) 234.47 .00 235.17 .000 (no Q: R0,C0,C1,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.341 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 235.17 .000 (no Q: R0,C0,C1,W0) 234.57 .00 235.17 .000 (no Q: R0,C0,C1,W0) 234.60 .00 235.17 .000 (no Q: R0,C0,C1,W0) 234.67 .00 235.17 .000 (no Q: R0,C0,C1,W0) 234.70 .00 235.17 .000 (no Q: R0,C0,C1,W0) 234.77 .00 235.17 .000 (no Q: R0,C0,C1,W0) 234.80 .00 235.17 .000 (no Q: R0,C0,C1,W0) 234.87 .00 235.17 .000 (no Q: R0,C0,C1,W0) 234.90 .00 235.17 .000 (no Q: R0,C0,C1,W0) 234.97 .00 235.17 .000 (no Q: R0,C0,C1,W0) 235.00 .00 235.17 .000 (no Q: R0,C0,C1,W0) 235.07 .00 235.17 .000 (no Q: R0,C0,C1,W0) 235.10 .00 235.17 .000 (no Q: R0,C0,C1,W0) 235.17 .00 235.17 .000 (no Q: R0,C0,C1,W0) 235.20 .00 235.17 .000 C0 (no Q: R0,C1,W0) 235.27 .00 235.17 .000 C0 (no Q: R0,C1,W0) 235.30 .00 235.17 .000 C0 (no Q: R0,C1,W0) 235.37 .00 235.17 .000 C0 (no Q: R0,C1,W0) 235.40 .00 235.17 .000 C0 (no Q: R0,C1,W0) 235.47 .00 235.17 .000 C0 (no Q: R0,C1,W0) 235.50 .00 235.17 .000 C0 (no Q: R0,C1,W0) 235.57 .00 235.17 .000 C0 (no Q: R0,C1,W0) 235.60 .00 235.17 .000 C0 (no Q: R0,C1,W0) 235.67 .00 235.17 .000 C0 (no Q: R0,C1,W0) 235.70 .00 235.17 .000 C0 (no Q: R0,C1,W0) 235.77 .00 235.17 .000 C0 (no Q: R0,C1,W0) 235.80 .00 235.17 .000 C0 (no Q: R0,C1,W0) 235.87 .00 235.17 .000 C0 (no Q: R0,C1,W0) 235.90 .00 235.17 .000 C0 (no Q: R0,C1,W0) 235.97 .00 235.17 .000 C0 (no Q: R0,C1,W0) 236.00 .00 235.17 .000 C0 (no Q: R0,C1,W0) 236.10 .00 235.17 .000 C0 (no Q: R0,C1,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.342 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 235.17 .000 C0 (no Q: R0,C1,W0) 236.30 .00 235.17 .000 C0 (no Q: R0,C1,W0) 236.40 .00 235.17 .000 C0 (no Q: R0,C1,W0) 236.50 .00 235.17 .000 C0 (no Q: R0,C1,W0) 236.60 .00 235.17 .000 C0 (no Q: R0,C1,W0) 236.70 .00 235.17 .000 C0 (no Q: R0,C1,W0) 236.80 .00 235.17 .000 C0 (no Q: R0,C1,W0) 236.90 .01 235.17 .000 C0,C1 (no Q: R0,W0) 237.00 .10 235.17 .000 C0,C1 (no Q: R0,W0) 237.10 .25 235.17 .000 C0,C1 (no Q: R0,W0) 237.20 .47 235.17 .000 C0,C1 (no Q: R0,W0) 237.30 .76 235.17 .000 C0,C1 (no Q: R0,W0) 237.40 1.07 235.17 .000 C0,C1 (no Q: R0,W0) 237.50 1.43 235.17 .000 C0,C1 (no Q: R0,W0) 237.60 1.95 235.17 .000 C0,C1 (no Q: R0,W0) 237.70 2.36 235.17 .000 C0,C1 (no Q: R0,W0) 237.80 2.69 235.17 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 235.17 .000 C0,C1 (no Q: R0,W0) 238.00 3.56 235.17 .000 C0,C1 (no Q: R0,W0) 238.10 4.07 235.17 .000 C0,C1 (no Q: R0,W0) 238.20 4.47 235.17 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 235.17 .000 C0,C1 (no Q: R0,W0) 238.40 5.32 235.17 .000 C0,C1 (no Q: R0,W0) 238.50 5.66 235.17 .000 C0,C1 (no Q: R0,W0) 238.60 6.05 235.17 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 235.17 .000 C0,C1 (no Q: R0,W0) 238.80 6.81 235.17 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 235.17 .000 C0,C1 (no Q: R0,W0) 239.00 7.54 235.17 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 235.17 .000 C0,C1 (no Q: R0,W0) 239.14 8.00 235.17 .000 C0,C1 (no Q: R0,W0) 239.20 9.00 235.17 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.343 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.97 235.17 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 235.17 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 235.17 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 235.17 .000 R0,C0,C1 (no Q: W0) 239.70 30.65 235.17 .000 R0,C0,C1 (no Q: W0) 239.80 33.99 235.17 .000 R0,C0,C1 (no Q: W0) 239.90 36.31 235.17 .000 R0,C0,C1 (no Q: W0) 240.00 36.76 235.17 .000 R0,C0,C1 (no Q: W0) 240.10 37.14 235.17 .000 R0,C1 (no Q: C0,W0) 240.20 37.51 235.17 .000 R0,C0,C1 (no Q: W0) 240.25 37.70 235.17 .000 R0,C1 (no Q: C0,W0) 240.30 38.27 235.17 .000 R0,C0,C1,W0 240.40 40.29 235.17 .000 R0,C1,W0 (no Q: C0) 240.50 43.12 235.17 .000 R0,C1,W0 (no Q: C0) 240.60 46.58 235.17 .000 R0,C1,W0 (no Q: C0) 240.70 50.63 235.17 .000 R0,C1,W0 (no Q: C0) 240.80 55.26 235.17 .000 R0,C1,W0 (no Q: C0) 240.90 60.46 235.17 .000 R0,C1,W0 (no Q: C0) 241.00 66.33 235.17 .000 R0,C1,W0 (no Q: C0) 241.10 72.78 235.17 .000 R0,C1,W0 (no Q: C0) 241.20 79.79 235.17 .000 R0,C1,W0 (no Q: C0) 241.30 87.38 235.17 .000 R0,C1,W0 (no Q: C0) 241.40 95.56 235.17 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 235.17 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 235.17 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 235.17 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 235.17 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 235.17 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 235.17 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.344 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 235.27 .000 (no Q: R0,C0,C1,W0) 233.04 .00 235.27 .000 (no Q: R0,C0,C1,W0) 233.07 .00 235.27 .000 (no Q: R0,C0,C1,W0) 233.10 .00 235.27 .000 (no Q: R0,C0,C1,W0) 233.17 .00 235.27 .000 (no Q: R0,C0,C1,W0) 233.18 .00 235.27 .000 (no Q: R0,C0,C1,W0) 233.20 .00 235.27 .000 (no Q: R0,C0,C1,W0) 233.27 .00 235.27 .000 (no Q: R0,C0,C1,W0) 233.30 .00 235.27 .000 (no Q: R0,C0,C1,W0) 233.37 .00 235.27 .000 (no Q: R0,C0,C1,W0) 233.40 .00 235.27 .000 (no Q: R0,C0,C1,W0) 233.47 .00 235.27 .000 (no Q: R0,C0,C1,W0) 233.50 .00 235.27 .000 (no Q: R0,C0,C1,W0) 233.57 .00 235.27 .000 (no Q: R0,C0,C1,W0) 233.60 .00 235.27 .000 (no Q: R0,C0,C1,W0) 233.67 .00 235.27 .000 (no Q: R0,C0,C1,W0) 233.70 .00 235.27 .000 (no Q: R0,C0,C1,W0) 233.77 .00 235.27 .000 (no Q: R0,C0,C1,W0) 233.80 .00 235.27 .000 (no Q: R0,C0,C1,W0) 233.87 .00 235.27 .000 (no Q: R0,C0,C1,W0) 233.90 .00 235.27 .000 (no Q: R0,C0,C1,W0) 233.97 .00 235.27 .000 (no Q: R0,C0,C1,W0) 234.00 .00 235.27 .000 (no Q: R0,C0,C1,W0) 234.07 .00 235.27 .000 (no Q: R0,C0,C1,W0) 234.10 .00 235.27 .000 (no Q: R0,C0,C1,W0) 234.17 .00 235.27 .000 (no Q: R0,C0,C1,W0) 234.20 .00 235.27 .000 (no Q: R0,C0,C1,W0) 234.27 .00 235.27 .000 (no Q: R0,C0,C1,W0) 234.30 .00 235.27 .000 (no Q: R0,C0,C1,W0) 234.37 .00 235.27 .000 (no Q: R0,C0,C1,W0) 234.40 .00 235.27 .000 (no Q: R0,C0,C1,W0) 234.47 .00 235.27 .000 (no Q: R0,C0,C1,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.345 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 235.27 .000 (no Q: R0,C0,C1,W0) 234.57 .00 235.27 .000 (no Q: R0,C0,C1,W0) 234.60 .00 235.27 .000 (no Q: R0,C0,C1,W0) 234.67 .00 235.27 .000 (no Q: R0,C0,C1,W0) 234.70 .00 235.27 .000 (no Q: R0,C0,C1,W0) 234.77 .00 235.27 .000 (no Q: R0,C0,C1,W0) 234.80 .00 235.27 .000 (no Q: R0,C0,C1,W0) 234.87 .00 235.27 .000 (no Q: R0,C0,C1,W0) 234.90 .00 235.27 .000 (no Q: R0,C0,C1,W0) 234.97 .00 235.27 .000 (no Q: R0,C0,C1,W0) 235.00 .00 235.27 .000 (no Q: R0,C0,C1,W0) 235.07 .00 235.27 .000 (no Q: R0,C0,C1,W0) 235.10 .00 235.27 .000 (no Q: R0,C0,C1,W0) 235.17 .00 235.27 .000 (no Q: R0,C0,C1,W0) 235.20 .00 235.27 .000 (no Q: R0,C0,C1,W0) 235.27 .00 235.27 .000 (no Q: R0,C0,C1,W0) 235.30 .00 235.27 .000 C0 (no Q: R0,C1,W0) 235.37 .00 235.27 .000 C0 (no Q: R0,C1,W0) 235.40 .00 235.27 .000 C0 (no Q: R0,C1,W0) 235.47 .00 235.27 .000 C0 (no Q: R0,C1,W0) 235.50 .00 235.27 .000 C0 (no Q: R0,C1,W0) 235.57 .00 235.27 .000 C0 (no Q: R0,C1,W0) 235.60 .00 235.27 .000 C0 (no Q: R0,C1,W0) 235.67 .00 235.27 .000 C0 (no Q: R0,C1,W0) 235.70 .00 235.27 .000 C0 (no Q: R0,C1,W0) 235.77 .00 235.27 .000 C0 (no Q: R0,C1,W0) 235.80 .00 235.27 .000 C0 (no Q: R0,C1,W0) 235.87 .00 235.27 .000 C0 (no Q: R0,C1,W0) 235.90 .00 235.27 .000 C0 (no Q: R0,C1,W0) 235.97 .00 235.27 .000 C0 (no Q: R0,C1,W0) 236.00 .00 235.27 .000 C0 (no Q: R0,C1,W0) 236.10 .00 235.27 .000 C0 (no Q: R0,C1,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.346 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 235.27 .000 C0 (no Q: R0,C1,W0) 236.30 .00 235.27 .000 C0 (no Q: R0,C1,W0) 236.40 .00 235.27 .000 C0 (no Q: R0,C1,W0) 236.50 .00 235.27 .000 C0 (no Q: R0,C1,W0) 236.60 .00 235.27 .000 C0 (no Q: R0,C1,W0) 236.70 .00 235.27 .000 C0 (no Q: R0,C1,W0) 236.80 .00 235.27 .000 C0 (no Q: R0,C1,W0) 236.90 .01 235.27 .000 C0,C1 (no Q: R0,W0) 237.00 .10 235.27 .000 C0,C1 (no Q: R0,W0) 237.10 .25 235.27 .000 C0,C1 (no Q: R0,W0) 237.20 .47 235.27 .000 C0,C1 (no Q: R0,W0) 237.30 .76 235.27 .000 C0,C1 (no Q: R0,W0) 237.40 1.07 235.27 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 235.27 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 235.27 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 235.27 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 235.27 .000 C0,C1 (no Q: R0,W0) 237.90 3.21 235.27 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 235.27 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 235.27 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 235.27 .000 C0,C1 (no Q: R0,W0) 238.30 4.97 235.27 .000 C0,C1 (no Q: R0,W0) 238.40 5.30 235.27 .000 C0,C1 (no Q: R0,W0) 238.50 5.64 235.27 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 235.27 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 235.27 .000 C0,C1 (no Q: R0,W0) 238.80 6.83 235.27 .000 C0,C1 (no Q: R0,W0) 238.90 7.22 235.27 .000 C0,C1 (no Q: R0,W0) 239.00 7.53 235.27 .000 C0,C1 (no Q: R0,W0) 239.10 7.88 235.27 .000 C0,C1 (no Q: R0,W0) 239.14 8.00 235.27 .000 C0,C1 (no Q: R0,W0) 239.20 9.01 235.27 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.347 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 235.27 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 235.27 .000 R0,C0,C1 (no Q: W0) 239.50 20.72 235.27 .000 R0,C0,C1 (no Q: W0) 239.60 26.11 235.27 .000 R0,C0,C1 (no Q: W0) 239.70 30.45 235.27 .000 R0,C0,C1 (no Q: W0) 239.80 33.75 235.27 .000 R0,C0,C1 (no Q: W0) 239.90 35.96 235.27 .000 R0,C0,C1 (no Q: W0) 240.00 36.38 235.27 .000 R0,C0,C1 (no Q: W0) 240.10 36.76 235.27 .000 R0,C1 (no Q: C0,W0) 240.20 37.14 235.27 .000 R0,C0,C1 (no Q: W0) 240.25 37.33 235.27 .000 R0,C1 (no Q: C0,W0) 240.30 37.90 235.27 .000 R0,C0,C1,W0 240.40 39.93 235.27 .000 R0,C1,W0 (no Q: C0) 240.50 42.75 235.27 .000 R0,C1,W0 (no Q: C0) 240.60 46.24 235.27 .000 R0,C1,W0 (no Q: C0) 240.70 50.33 235.27 .000 R0,C1,W0 (no Q: C0) 240.80 55.01 235.27 .000 R0,C1,W0 (no Q: C0) 240.90 60.25 235.27 .000 R0,C1,W0 (no Q: C0) 241.00 66.17 235.27 .000 R0,C1,W0 (no Q: C0) 241.10 72.65 235.27 .000 R0,C1,W0 (no Q: C0) 241.20 79.70 235.27 .000 R0,C1,W0 (no Q: C0) 241.30 87.33 235.27 .000 R0,C1,W0 (no Q: C0) 241.40 95.55 235.27 .000 R0,C1,W0 (no Q: C0) 241.50 104.32 235.27 .000 R0,C1,W0 (no Q: C0) 241.60 113.68 235.27 .000 R0,C1,W0 (no Q: C0) 241.70 123.64 235.27 .000 R0,C1,W0 (no Q: C0) 241.80 134.21 235.27 .000 R0,C1,W0 (no Q: C0) 241.90 145.39 235.27 .000 R0,C1,W0 (no Q: C0) 242.00 157.20 235.27 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.348 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .002 (+/- ft) FLOW PATH: Elev= 239.9; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 235.37 .000 (no Q: R0,C0,C1,W0) 233.04 .00 235.37 .000 (no Q: R0,C0,C1,W0) 233.07 .00 235.37 .000 (no Q: R0,C0,C1,W0) 233.10 .00 235.37 .000 (no Q: R0,C0,C1,W0) 233.17 .00 235.37 .000 (no Q: R0,C0,C1,W0) 233.18 .00 235.37 .000 (no Q: R0,C0,C1,W0) 233.20 .00 235.37 .000 (no Q: R0,C0,C1,W0) 233.27 .00 235.37 .000 (no Q: R0,C0,C1,W0) 233.30 .00 235.37 .000 (no Q: R0,C0,C1,W0) 233.37 .00 235.37 .000 (no Q: R0,C0,C1,W0) 233.40 .00 235.37 .000 (no Q: R0,C0,C1,W0) 233.47 .00 235.37 .000 (no Q: R0,C0,C1,W0) 233.50 .00 235.37 .000 (no Q: R0,C0,C1,W0) 233.57 .00 235.37 .000 (no Q: R0,C0,C1,W0) 233.60 .00 235.37 .000 (no Q: R0,C0,C1,W0) 233.67 .00 235.37 .000 (no Q: R0,C0,C1,W0) 233.70 .00 235.37 .000 (no Q: R0,C0,C1,W0) 233.77 .00 235.37 .000 (no Q: R0,C0,C1,W0) 233.80 .00 235.37 .000 (no Q: R0,C0,C1,W0) 233.87 .00 235.37 .000 (no Q: R0,C0,C1,W0) 233.90 .00 235.37 .000 (no Q: R0,C0,C1,W0) 233.97 .00 235.37 .000 (no Q: R0,C0,C1,W0) 234.00 .00 235.37 .000 (no Q: R0,C0,C1,W0) 234.07 .00 235.37 .000 (no Q: R0,C0,C1,W0) 234.10 .00 235.37 .000 (no Q: R0,C0,C1,W0) 234.17 .00 235.37 .000 (no Q: R0,C0,C1,W0) 234.20 .00 235.37 .000 (no Q: R0,C0,C1,W0) 234.27 .00 235.37 .000 (no Q: R0,C0,C1,W0) 234.30 .00 235.37 .000 (no Q: R0,C0,C1,W0) 234.37 .00 235.37 .000 (no Q: R0,C0,C1,W0) 234.40 .00 235.37 .000 (no Q: R0,C0,C1,W0) 234.47 .00 235.37 .000 (no Q: R0,C0,C1,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.349 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .002 (+/- ft) FLOW PATH: Elev= 239.9; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 235.37 .000 (no Q: R0,C0,C1,W0) 234.57 .00 235.37 .000 (no Q: R0,C0,C1,W0) 234.60 .00 235.37 .000 (no Q: R0,C0,C1,W0) 234.67 .00 235.37 .000 (no Q: R0,C0,C1,W0) 234.70 .00 235.37 .000 (no Q: R0,C0,C1,W0) 234.77 .00 235.37 .000 (no Q: R0,C0,C1,W0) 234.80 .00 235.37 .000 (no Q: R0,C0,C1,W0) 234.87 .00 235.37 .000 (no Q: R0,C0,C1,W0) 234.90 .00 235.37 .000 (no Q: R0,C0,C1,W0) 234.97 .00 235.37 .000 (no Q: R0,C0,C1,W0) 235.00 .00 235.37 .000 (no Q: R0,C0,C1,W0) 235.07 .00 235.37 .000 (no Q: R0,C0,C1,W0) 235.10 .00 235.37 .000 (no Q: R0,C0,C1,W0) 235.17 .00 235.37 .000 (no Q: R0,C0,C1,W0) 235.20 .00 235.37 .000 (no Q: R0,C0,C1,W0) 235.27 .00 235.37 .000 (no Q: R0,C0,C1,W0) 235.30 .00 235.37 .000 (no Q: R0,C0,C1,W0) 235.37 .00 235.37 .000 (no Q: R0,C0,C1,W0) 235.40 .00 235.37 .000 C0 (no Q: R0,C1,W0) 235.47 .00 235.37 .000 C0 (no Q: R0,C1,W0) 235.50 .00 235.37 .000 C0 (no Q: R0,C1,W0) 235.57 .00 235.37 .000 C0 (no Q: R0,C1,W0) 235.60 .00 235.37 .000 C0 (no Q: R0,C1,W0) 235.67 .00 235.37 .000 C0 (no Q: R0,C1,W0) 235.70 .00 235.37 .000 C0 (no Q: R0,C1,W0) 235.77 .00 235.37 .000 C0 (no Q: R0,C1,W0) 235.80 .00 235.37 .000 C0 (no Q: R0,C1,W0) 235.87 .00 235.37 .000 C0 (no Q: R0,C1,W0) 235.90 .00 235.37 .000 C0 (no Q: R0,C1,W0) 235.97 .00 235.37 .000 C0 (no Q: R0,C1,W0) 236.00 .00 235.37 .000 C0 (no Q: R0,C1,W0) 236.10 .00 235.37 .000 C0 (no Q: R0,C1,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.350 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .002 (+/- ft) FLOW PATH: Elev= 239.9; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 235.37 .000 C0 (no Q: R0,C1,W0) 236.30 .00 235.37 .000 C0 (no Q: R0,C1,W0) 236.40 .00 235.37 .000 C0 (no Q: R0,C1,W0) 236.50 .00 235.37 .000 C0 (no Q: R0,C1,W0) 236.60 .00 235.37 .000 C0 (no Q: R0,C1,W0) 236.70 .00 235.37 .000 C0 (no Q: R0,C1,W0) 236.80 .00 235.37 .000 C0 (no Q: R0,C1,W0) 236.90 .01 235.37 .000 C0,C1 (no Q: R0,W0) 237.00 .10 235.37 .000 C0,C1 (no Q: R0,W0) 237.10 .25 235.37 .000 C0,C1 (no Q: R0,W0) 237.20 .47 235.37 .000 C0,C1 (no Q: R0,W0) 237.30 .76 235.37 .000 C0,C1 (no Q: R0,W0) 237.40 1.07 235.37 .000 C0,C1 (no Q: R0,W0) 237.50 1.51 235.37 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 235.37 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 235.37 .000 C0,C1 (no Q: R0,W0) 237.80 2.69 235.37 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 235.37 .000 C0,C1 (no Q: R0,W0) 238.00 3.61 235.37 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 235.37 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 235.37 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 235.37 .000 C0,C1 (no Q: R0,W0) 238.40 5.32 235.37 .000 C0,C1 (no Q: R0,W0) 238.50 5.65 235.37 .000 C0,C1 (no Q: R0,W0) 238.60 6.03 235.37 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 235.37 .000 C0,C1 (no Q: R0,W0) 238.80 6.83 235.37 .000 C0,C1 (no Q: R0,W0) 238.90 7.22 235.37 .000 C0,C1 (no Q: R0,W0) 239.00 7.53 235.37 .000 C0,C1 (no Q: R0,W0) 239.10 7.89 235.37 .000 C0,C1 (no Q: R0,W0) 239.14 8.03 235.37 .000 C0,C1 (no Q: R0,W0) 239.20 9.00 235.37 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.351 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .002 (+/- ft) FLOW PATH: Elev= 239.9; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.97 235.37 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 235.37 .000 R0,C0,C1 (no Q: W0) 239.50 20.72 235.37 .000 R0,C0,C1 (no Q: W0) 239.60 26.10 235.37 .000 R0,C0,C1 (no Q: W0) 239.70 30.24 235.37 .000 R0,C0,C1 (no Q: W0) 239.80 33.51 235.37 .000 R0,C0,C1 (no Q: W0) 239.90 35.59 235.37 .002 R0,C0,C1 (no Q: W0) 240.00 35.99 235.37 .000 R0,C0,C1 (no Q: W0) 240.10 36.38 235.37 .000 R0,C1 (no Q: C0,W0) 240.20 36.76 235.37 .000 R0,C0,C1 (no Q: W0) 240.25 36.95 235.37 .000 R0,C1 (no Q: C0,W0) 240.30 37.52 235.37 .000 R0,C0,C1,W0 240.40 39.55 235.37 .000 R0,C1,W0 (no Q: C0) 240.50 42.38 235.37 .000 R0,C1,W0 (no Q: C0) 240.60 45.88 235.37 .000 R0,C1,W0 (no Q: C0) 240.70 49.97 235.37 .000 R0,C1,W0 (no Q: C0) 240.80 54.65 235.37 .000 R0,C1,W0 (no Q: C0) 240.90 59.90 235.37 .000 R0,C1,W0 (no Q: C0) 241.00 65.82 235.37 .000 R0,C1,W0 (no Q: C0) 241.10 72.30 235.37 .000 R0,C1,W0 (no Q: C0) 241.20 79.36 235.37 .000 R0,C1,W0 (no Q: C0) 241.30 86.99 235.37 .000 R0,C1,W0 (no Q: C0) 241.40 95.21 235.37 .000 R0,C1,W0 (no Q: C0) 241.50 104.01 235.37 .000 R0,C1,W0 (no Q: C0) 241.60 113.41 235.37 .000 R0,C1,W0 (no Q: C0) 241.70 123.41 235.37 .000 R0,C1,W0 (no Q: C0) 241.80 134.02 235.37 .000 R0,C1,W0 (no Q: C0) 241.90 145.25 235.37 .000 R0,C1,W0 (no Q: C0) 242.00 157.09 235.37 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.352 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 235.47 .000 (no Q: R0,C0,C1,W0) 233.04 .00 235.47 .000 (no Q: R0,C0,C1,W0) 233.07 .00 235.47 .000 (no Q: R0,C0,C1,W0) 233.10 .00 235.47 .000 (no Q: R0,C0,C1,W0) 233.17 .00 235.47 .000 (no Q: R0,C0,C1,W0) 233.18 .00 235.47 .000 (no Q: R0,C0,C1,W0) 233.20 .00 235.47 .000 (no Q: R0,C0,C1,W0) 233.27 .00 235.47 .000 (no Q: R0,C0,C1,W0) 233.30 .00 235.47 .000 (no Q: R0,C0,C1,W0) 233.37 .00 235.47 .000 (no Q: R0,C0,C1,W0) 233.40 .00 235.47 .000 (no Q: R0,C0,C1,W0) 233.47 .00 235.47 .000 (no Q: R0,C0,C1,W0) 233.50 .00 235.47 .000 (no Q: R0,C0,C1,W0) 233.57 .00 235.47 .000 (no Q: R0,C0,C1,W0) 233.60 .00 235.47 .000 (no Q: R0,C0,C1,W0) 233.67 .00 235.47 .000 (no Q: R0,C0,C1,W0) 233.70 .00 235.47 .000 (no Q: R0,C0,C1,W0) 233.77 .00 235.47 .000 (no Q: R0,C0,C1,W0) 233.80 .00 235.47 .000 (no Q: R0,C0,C1,W0) 233.87 .00 235.47 .000 (no Q: R0,C0,C1,W0) 233.90 .00 235.47 .000 (no Q: R0,C0,C1,W0) 233.97 .00 235.47 .000 (no Q: R0,C0,C1,W0) 234.00 .00 235.47 .000 (no Q: R0,C0,C1,W0) 234.07 .00 235.47 .000 (no Q: R0,C0,C1,W0) 234.10 .00 235.47 .000 (no Q: R0,C0,C1,W0) 234.17 .00 235.47 .000 (no Q: R0,C0,C1,W0) 234.20 .00 235.47 .000 (no Q: R0,C0,C1,W0) 234.27 .00 235.47 .000 (no Q: R0,C0,C1,W0) 234.30 .00 235.47 .000 (no Q: R0,C0,C1,W0) 234.37 .00 235.47 .000 (no Q: R0,C0,C1,W0) 234.40 .00 235.47 .000 (no Q: R0,C0,C1,W0) 234.47 .00 235.47 .000 (no Q: R0,C0,C1,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.353 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 235.47 .000 (no Q: R0,C0,C1,W0) 234.57 .00 235.47 .000 (no Q: R0,C0,C1,W0) 234.60 .00 235.47 .000 (no Q: R0,C0,C1,W0) 234.67 .00 235.47 .000 (no Q: R0,C0,C1,W0) 234.70 .00 235.47 .000 (no Q: R0,C0,C1,W0) 234.77 .00 235.47 .000 (no Q: R0,C0,C1,W0) 234.80 .00 235.47 .000 (no Q: R0,C0,C1,W0) 234.87 .00 235.47 .000 (no Q: R0,C0,C1,W0) 234.90 .00 235.47 .000 (no Q: R0,C0,C1,W0) 234.97 .00 235.47 .000 (no Q: R0,C0,C1,W0) 235.00 .00 235.47 .000 (no Q: R0,C0,C1,W0) 235.07 .00 235.47 .000 (no Q: R0,C0,C1,W0) 235.10 .00 235.47 .000 (no Q: R0,C0,C1,W0) 235.17 .00 235.47 .000 (no Q: R0,C0,C1,W0) 235.20 .00 235.47 .000 (no Q: R0,C0,C1,W0) 235.27 .00 235.47 .000 (no Q: R0,C0,C1,W0) 235.30 .00 235.47 .000 (no Q: R0,C0,C1,W0) 235.37 .00 235.47 .000 (no Q: R0,C0,C1,W0) 235.40 .00 235.47 .000 (no Q: R0,C0,C1,W0) 235.47 .00 235.47 .000 (no Q: R0,C0,C1,W0) 235.50 .00 235.47 .000 C0 (no Q: R0,C1,W0) 235.57 .00 235.47 .000 C0 (no Q: R0,C1,W0) 235.60 .00 235.47 .000 C0 (no Q: R0,C1,W0) 235.67 .00 235.47 .000 C0 (no Q: R0,C1,W0) 235.70 .00 235.47 .000 C0 (no Q: R0,C1,W0) 235.77 .00 235.47 .000 C0 (no Q: R0,C1,W0) 235.80 .00 235.47 .000 C0 (no Q: R0,C1,W0) 235.87 .00 235.47 .000 C0 (no Q: R0,C1,W0) 235.90 .00 235.47 .000 C0 (no Q: R0,C1,W0) 235.97 .00 235.47 .000 C0 (no Q: R0,C1,W0) 236.00 .00 235.47 .000 C0 (no Q: R0,C1,W0) 236.10 .00 235.47 .000 C0 (no Q: R0,C1,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.354 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 235.47 .000 C0 (no Q: R0,C1,W0) 236.30 .00 235.47 .000 C0 (no Q: R0,C1,W0) 236.40 .00 235.47 .000 C0 (no Q: R0,C1,W0) 236.50 .00 235.47 .000 C0 (no Q: R0,C1,W0) 236.60 .00 235.47 .000 C0 (no Q: R0,C1,W0) 236.70 .00 235.47 .000 C0 (no Q: R0,C1,W0) 236.80 .00 235.47 .000 C0 (no Q: R0,C1,W0) 236.90 .01 235.47 .000 C0,C1 (no Q: R0,W0) 237.00 .10 235.47 .000 C0,C1 (no Q: R0,W0) 237.10 .25 235.47 .000 C0,C1 (no Q: R0,W0) 237.20 .47 235.47 .000 C0,C1 (no Q: R0,W0) 237.30 .76 235.47 .000 C0,C1 (no Q: R0,W0) 237.40 1.07 235.47 .000 C0,C1 (no Q: R0,W0) 237.50 1.51 235.47 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 235.47 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 235.47 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 235.47 .000 C0,C1 (no Q: R0,W0) 237.90 3.22 235.47 .000 C0,C1 (no Q: R0,W0) 238.00 3.64 235.47 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 235.47 .000 C0,C1 (no Q: R0,W0) 238.20 4.47 235.47 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 235.47 .000 C0,C1 (no Q: R0,W0) 238.40 5.33 235.47 .000 C0,C1 (no Q: R0,W0) 238.50 5.68 235.47 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 235.47 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 235.47 .000 C0,C1 (no Q: R0,W0) 238.80 6.83 235.47 .000 C0,C1 (no Q: R0,W0) 238.90 7.18 235.47 .000 C0,C1 (no Q: R0,W0) 239.00 7.53 235.47 .000 C0,C1 (no Q: R0,W0) 239.10 7.85 235.47 .000 C0,C1 (no Q: R0,W0) 239.14 8.00 235.47 .000 C0,C1 (no Q: R0,W0) 239.20 9.01 235.47 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.355 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.98 235.47 .000 R0,C0,C1 (no Q: W0) 239.40 15.95 235.47 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 235.47 .000 R0,C0,C1 (no Q: W0) 239.60 26.10 235.47 .000 R0,C0,C1 (no Q: W0) 239.70 30.03 235.47 .000 R0,C0,C1 (no Q: W0) 239.80 33.26 235.47 .000 R0,C0,C1 (no Q: W0) 239.90 35.21 235.47 .000 R0,C0,C1 (no Q: W0) 240.00 35.60 235.47 .000 R0,C0,C1 (no Q: W0) 240.10 35.99 235.47 .000 R0,C1 (no Q: C0,W0) 240.20 36.38 235.47 .000 R0,C0,C1 (no Q: W0) 240.25 36.57 235.47 .000 R0,C1 (no Q: C0,W0) 240.30 37.15 235.47 .000 R0,C1,W0 (no Q: C0) 240.40 39.18 235.47 .000 R0,C1,W0 (no Q: C0) 240.50 42.02 235.47 .000 R0,C1,W0 (no Q: C0) 240.60 45.51 235.47 .000 R0,C1,W0 (no Q: C0) 240.70 49.61 235.47 .000 R0,C1,W0 (no Q: C0) 240.80 54.29 235.47 .000 R0,C1,W0 (no Q: C0) 240.90 59.54 235.47 .000 R0,C1,W0 (no Q: C0) 241.00 65.46 235.47 .000 R0,C1,W0 (no Q: C0) 241.10 71.95 235.47 .000 R0,C1,W0 (no Q: C0) 241.20 79.01 235.47 .000 R0,C1,W0 (no Q: C0) 241.30 86.65 235.47 .000 R0,C1,W0 (no Q: C0) 241.40 94.87 235.47 .000 R0,C1,W0 (no Q: C0) 241.50 103.68 235.47 .000 R0,C1,W0 (no Q: C0) 241.60 113.08 235.47 .000 R0,C1,W0 (no Q: C0) 241.70 123.08 235.47 .000 R0,C1,W0 (no Q: C0) 241.80 133.69 235.47 .000 R0,C1,W0 (no Q: C0) 241.90 144.92 235.47 .000 R0,C1,W0 (no Q: C0) 242.00 156.76 235.47 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.356 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 239.9; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 235.57 .000 (no Q: R0,C0,C1,W0) 233.04 .00 235.57 .000 (no Q: R0,C0,C1,W0) 233.07 .00 235.57 .000 (no Q: R0,C0,C1,W0) 233.10 .00 235.57 .000 (no Q: R0,C0,C1,W0) 233.17 .00 235.57 .000 (no Q: R0,C0,C1,W0) 233.18 .00 235.57 .000 (no Q: R0,C0,C1,W0) 233.20 .00 235.57 .000 (no Q: R0,C0,C1,W0) 233.27 .00 235.57 .000 (no Q: R0,C0,C1,W0) 233.30 .00 235.57 .000 (no Q: R0,C0,C1,W0) 233.37 .00 235.57 .000 (no Q: R0,C0,C1,W0) 233.40 .00 235.57 .000 (no Q: R0,C0,C1,W0) 233.47 .00 235.57 .000 (no Q: R0,C0,C1,W0) 233.50 .00 235.57 .000 (no Q: R0,C0,C1,W0) 233.57 .00 235.57 .000 (no Q: R0,C0,C1,W0) 233.60 .00 235.57 .000 (no Q: R0,C0,C1,W0) 233.67 .00 235.57 .000 (no Q: R0,C0,C1,W0) 233.70 .00 235.57 .000 (no Q: R0,C0,C1,W0) 233.77 .00 235.57 .000 (no Q: R0,C0,C1,W0) 233.80 .00 235.57 .000 (no Q: R0,C0,C1,W0) 233.87 .00 235.57 .000 (no Q: R0,C0,C1,W0) 233.90 .00 235.57 .000 (no Q: R0,C0,C1,W0) 233.97 .00 235.57 .000 (no Q: R0,C0,C1,W0) 234.00 .00 235.57 .000 (no Q: R0,C0,C1,W0) 234.07 .00 235.57 .000 (no Q: R0,C0,C1,W0) 234.10 .00 235.57 .000 (no Q: R0,C0,C1,W0) 234.17 .00 235.57 .000 (no Q: R0,C0,C1,W0) 234.20 .00 235.57 .000 (no Q: R0,C0,C1,W0) 234.27 .00 235.57 .000 (no Q: R0,C0,C1,W0) 234.30 .00 235.57 .000 (no Q: R0,C0,C1,W0) 234.37 .00 235.57 .000 (no Q: R0,C0,C1,W0) 234.40 .00 235.57 .000 (no Q: R0,C0,C1,W0) 234.47 .00 235.57 .000 (no Q: R0,C0,C1,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.357 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 239.9; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 235.57 .000 (no Q: R0,C0,C1,W0) 234.57 .00 235.57 .000 (no Q: R0,C0,C1,W0) 234.60 .00 235.57 .000 (no Q: R0,C0,C1,W0) 234.67 .00 235.57 .000 (no Q: R0,C0,C1,W0) 234.70 .00 235.57 .000 (no Q: R0,C0,C1,W0) 234.77 .00 235.57 .000 (no Q: R0,C0,C1,W0) 234.80 .00 235.57 .000 (no Q: R0,C0,C1,W0) 234.87 .00 235.57 .000 (no Q: R0,C0,C1,W0) 234.90 .00 235.57 .000 (no Q: R0,C0,C1,W0) 234.97 .00 235.57 .000 (no Q: R0,C0,C1,W0) 235.00 .00 235.57 .000 (no Q: R0,C0,C1,W0) 235.07 .00 235.57 .000 (no Q: R0,C0,C1,W0) 235.10 .00 235.57 .000 (no Q: R0,C0,C1,W0) 235.17 .00 235.57 .000 (no Q: R0,C0,C1,W0) 235.20 .00 235.57 .000 (no Q: R0,C0,C1,W0) 235.27 .00 235.57 .000 (no Q: R0,C0,C1,W0) 235.30 .00 235.57 .000 (no Q: R0,C0,C1,W0) 235.37 .00 235.57 .000 (no Q: R0,C0,C1,W0) 235.40 .00 235.57 .000 (no Q: R0,C0,C1,W0) 235.47 .00 235.57 .000 (no Q: R0,C0,C1,W0) 235.50 .00 235.57 .000 (no Q: R0,C0,C1,W0) 235.57 .00 235.57 .000 (no Q: R0,C0,C1,W0) 235.60 .00 235.57 .000 C0 (no Q: R0,C1,W0) 235.67 .00 235.57 .000 C0 (no Q: R0,C1,W0) 235.70 .00 235.57 .000 C0 (no Q: R0,C1,W0) 235.77 .00 235.57 .000 C0 (no Q: R0,C1,W0) 235.80 .00 235.57 .000 C0 (no Q: R0,C1,W0) 235.87 .00 235.57 .000 C0 (no Q: R0,C1,W0) 235.90 .00 235.57 .000 C0 (no Q: R0,C1,W0) 235.97 .00 235.57 .000 C0 (no Q: R0,C1,W0) 236.00 .00 235.57 .000 C0 (no Q: R0,C1,W0) 236.10 .00 235.57 .000 C0 (no Q: R0,C1,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.358 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 239.9; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 235.57 .000 C0 (no Q: R0,C1,W0) 236.30 .00 235.57 .000 C0 (no Q: R0,C1,W0) 236.40 .00 235.57 .000 C0 (no Q: R0,C1,W0) 236.50 .00 235.57 .000 C0 (no Q: R0,C1,W0) 236.60 .00 235.57 .000 C0 (no Q: R0,C1,W0) 236.70 .00 235.57 .000 C0 (no Q: R0,C1,W0) 236.80 .00 235.57 .000 C0 (no Q: R0,C1,W0) 236.90 .01 235.57 .000 C0,C1 (no Q: R0,W0) 237.00 .10 235.57 .000 C0,C1 (no Q: R0,W0) 237.10 .25 235.57 .000 C0,C1 (no Q: R0,W0) 237.20 .47 235.57 .000 C0,C1 (no Q: R0,W0) 237.30 .76 235.57 .000 C0,C1 (no Q: R0,W0) 237.40 1.07 235.57 .000 C0,C1 (no Q: R0,W0) 237.50 1.51 235.57 .000 C0,C1 (no Q: R0,W0) 237.60 1.93 235.57 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 235.57 .000 C0,C1 (no Q: R0,W0) 237.80 2.76 235.57 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 235.57 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 235.57 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 235.57 .000 C0,C1 (no Q: R0,W0) 238.20 4.49 235.57 .000 C0,C1 (no Q: R0,W0) 238.30 4.94 235.57 .000 C0,C1 (no Q: R0,W0) 238.40 5.32 235.57 .000 C0,C1 (no Q: R0,W0) 238.50 5.65 235.57 .000 C0,C1 (no Q: R0,W0) 238.60 6.06 235.57 .000 C0,C1 (no Q: R0,W0) 238.70 6.44 235.57 .000 C0,C1 (no Q: R0,W0) 238.80 6.83 235.57 .000 C0,C1 (no Q: R0,W0) 238.90 7.22 235.57 .000 C0,C1 (no Q: R0,W0) 239.00 7.55 235.57 .000 C0,C1 (no Q: R0,W0) 239.10 7.89 235.57 .000 C0,C1 (no Q: R0,W0) 239.14 8.00 235.57 .000 C0,C1 (no Q: R0,W0) 239.20 9.01 235.57 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.359 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 239.9; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 235.57 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 235.57 .000 R0,C0,C1 (no Q: W0) 239.50 20.72 235.57 .000 R0,C0,C1 (no Q: W0) 239.60 26.10 235.57 .000 R0,C0,C1 (no Q: W0) 239.70 29.82 235.57 .000 R0,C0,C1 (no Q: W0) 239.80 33.00 235.57 .000 R0,C0,C1 (no Q: W0) 239.90 34.80 235.57 .000 R0,C0,C1 (no Q: W0) 240.00 35.20 235.57 .000 R0,C0,C1 (no Q: W0) 240.10 35.60 235.57 .000 R0,C1 (no Q: C0,W0) 240.20 35.99 235.57 .000 R0,C0,C1 (no Q: W0) 240.25 36.18 235.57 .000 R0,C1 (no Q: C0,W0) 240.30 36.76 235.57 .000 R0,C1,W0 (no Q: C0) 240.40 38.81 235.57 .000 R0,C1,W0 (no Q: C0) 240.50 41.64 235.57 .000 R0,C1,W0 (no Q: C0) 240.60 45.14 235.57 .000 R0,C1,W0 (no Q: C0) 240.70 49.25 235.57 .000 R0,C1,W0 (no Q: C0) 240.80 53.93 235.57 .000 R0,C1,W0 (no Q: C0) 240.90 59.18 235.57 .000 R0,C1,W0 (no Q: C0) 241.00 65.11 235.57 .000 R0,C1,W0 (no Q: C0) 241.10 71.60 235.57 .000 R0,C1,W0 (no Q: C0) 241.20 78.66 235.57 .000 R0,C1,W0 (no Q: C0) 241.30 86.30 235.57 .000 R0,C1,W0 (no Q: C0) 241.40 94.52 235.57 .000 R0,C1,W0 (no Q: C0) 241.50 103.33 235.57 .000 R0,C1,W0 (no Q: C0) 241.60 112.74 235.57 .000 R0,C1,W0 (no Q: C0) 241.70 122.74 235.57 .000 R0,C1,W0 (no Q: C0) 241.80 133.35 235.57 .000 R0,C1,W0 (no Q: C0) 241.90 144.59 235.57 .000 R0,C1,W0 (no Q: C0) 242.00 156.43 235.57 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.360 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 239.9; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 235.67 .000 (no Q: R0,C0,C1,W0) 233.04 .00 235.67 .000 (no Q: R0,C0,C1,W0) 233.07 .00 235.67 .000 (no Q: R0,C0,C1,W0) 233.10 .00 235.67 .000 (no Q: R0,C0,C1,W0) 233.17 .00 235.67 .000 (no Q: R0,C0,C1,W0) 233.18 .00 235.67 .000 (no Q: R0,C0,C1,W0) 233.20 .00 235.67 .000 (no Q: R0,C0,C1,W0) 233.27 .00 235.67 .000 (no Q: R0,C0,C1,W0) 233.30 .00 235.67 .000 (no Q: R0,C0,C1,W0) 233.37 .00 235.67 .000 (no Q: R0,C0,C1,W0) 233.40 .00 235.67 .000 (no Q: R0,C0,C1,W0) 233.47 .00 235.67 .000 (no Q: R0,C0,C1,W0) 233.50 .00 235.67 .000 (no Q: R0,C0,C1,W0) 233.57 .00 235.67 .000 (no Q: R0,C0,C1,W0) 233.60 .00 235.67 .000 (no Q: R0,C0,C1,W0) 233.67 .00 235.67 .000 (no Q: R0,C0,C1,W0) 233.70 .00 235.67 .000 (no Q: R0,C0,C1,W0) 233.77 .00 235.67 .000 (no Q: R0,C0,C1,W0) 233.80 .00 235.67 .000 (no Q: R0,C0,C1,W0) 233.87 .00 235.67 .000 (no Q: R0,C0,C1,W0) 233.90 .00 235.67 .000 (no Q: R0,C0,C1,W0) 233.97 .00 235.67 .000 (no Q: R0,C0,C1,W0) 234.00 .00 235.67 .000 (no Q: R0,C0,C1,W0) 234.07 .00 235.67 .000 (no Q: R0,C0,C1,W0) 234.10 .00 235.67 .000 (no Q: R0,C0,C1,W0) 234.17 .00 235.67 .000 (no Q: R0,C0,C1,W0) 234.20 .00 235.67 .000 (no Q: R0,C0,C1,W0) 234.27 .00 235.67 .000 (no Q: R0,C0,C1,W0) 234.30 .00 235.67 .000 (no Q: R0,C0,C1,W0) 234.37 .00 235.67 .000 (no Q: R0,C0,C1,W0) 234.40 .00 235.67 .000 (no Q: R0,C0,C1,W0) 234.47 .00 235.67 .000 (no Q: R0,C0,C1,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.361 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 239.9; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 235.67 .000 (no Q: R0,C0,C1,W0) 234.57 .00 235.67 .000 (no Q: R0,C0,C1,W0) 234.60 .00 235.67 .000 (no Q: R0,C0,C1,W0) 234.67 .00 235.67 .000 (no Q: R0,C0,C1,W0) 234.70 .00 235.67 .000 (no Q: R0,C0,C1,W0) 234.77 .00 235.67 .000 (no Q: R0,C0,C1,W0) 234.80 .00 235.67 .000 (no Q: R0,C0,C1,W0) 234.87 .00 235.67 .000 (no Q: R0,C0,C1,W0) 234.90 .00 235.67 .000 (no Q: R0,C0,C1,W0) 234.97 .00 235.67 .000 (no Q: R0,C0,C1,W0) 235.00 .00 235.67 .000 (no Q: R0,C0,C1,W0) 235.07 .00 235.67 .000 (no Q: R0,C0,C1,W0) 235.10 .00 235.67 .000 (no Q: R0,C0,C1,W0) 235.17 .00 235.67 .000 (no Q: R0,C0,C1,W0) 235.20 .00 235.67 .000 (no Q: R0,C0,C1,W0) 235.27 .00 235.67 .000 (no Q: R0,C0,C1,W0) 235.30 .00 235.67 .000 (no Q: R0,C0,C1,W0) 235.37 .00 235.67 .000 (no Q: R0,C0,C1,W0) 235.40 .00 235.67 .000 (no Q: R0,C0,C1,W0) 235.47 .00 235.67 .000 (no Q: R0,C0,C1,W0) 235.50 .00 235.67 .000 (no Q: R0,C0,C1,W0) 235.57 .00 235.67 .000 (no Q: R0,C0,C1,W0) 235.60 .00 235.67 .000 (no Q: R0,C0,C1,W0) 235.67 .00 235.67 .000 (no Q: R0,C0,C1,W0) 235.70 .00 235.67 .000 C0 (no Q: R0,C1,W0) 235.77 .00 235.67 .000 C0 (no Q: R0,C1,W0) 235.80 .00 235.67 .000 C0 (no Q: R0,C1,W0) 235.87 .00 235.67 .000 C0 (no Q: R0,C1,W0) 235.90 .00 235.67 .000 C0 (no Q: R0,C1,W0) 235.97 .00 235.67 .000 C0 (no Q: R0,C1,W0) 236.00 .00 235.67 .000 C0 (no Q: R0,C1,W0) 236.10 .00 235.67 .000 C0 (no Q: R0,C1,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.362 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 239.9; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 235.67 .000 C0 (no Q: R0,C1,W0) 236.30 .00 235.67 .000 C0 (no Q: R0,C1,W0) 236.40 .00 235.67 .000 C0 (no Q: R0,C1,W0) 236.50 .00 235.67 .000 C0 (no Q: R0,C1,W0) 236.60 .00 235.67 .000 C0 (no Q: R0,C1,W0) 236.70 .00 235.67 .000 C0 (no Q: R0,C1,W0) 236.80 .00 235.67 .000 C0 (no Q: R0,C1,W0) 236.90 .01 235.67 .000 C0,C1 (no Q: R0,W0) 237.00 .10 235.67 .000 C0,C1 (no Q: R0,W0) 237.10 .25 235.67 .000 C0,C1 (no Q: R0,W0) 237.20 .47 235.67 .000 C0,C1 (no Q: R0,W0) 237.30 .76 235.67 .000 C0,C1 (no Q: R0,W0) 237.40 1.07 235.67 .000 C0,C1 (no Q: R0,W0) 237.50 1.52 235.67 .000 C0,C1 (no Q: R0,W0) 237.60 1.94 235.67 .000 C0,C1 (no Q: R0,W0) 237.70 2.35 235.67 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 235.67 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 235.67 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 235.67 .000 C0,C1 (no Q: R0,W0) 238.10 4.02 235.67 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 235.67 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 235.67 .000 C0,C1 (no Q: R0,W0) 238.40 5.35 235.67 .000 C0,C1 (no Q: R0,W0) 238.50 5.65 235.67 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 235.67 .000 C0,C1 (no Q: R0,W0) 238.70 6.47 235.67 .000 C0,C1 (no Q: R0,W0) 238.80 6.80 235.67 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 235.67 .000 C0,C1 (no Q: R0,W0) 239.00 7.53 235.67 .000 C0,C1 (no Q: R0,W0) 239.10 7.85 235.67 .000 C0,C1 (no Q: R0,W0) 239.14 8.00 235.67 .000 C0,C1 (no Q: R0,W0) 239.20 9.00 235.67 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.363 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 239.9; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.97 235.67 .000 R0,C0,C1 (no Q: W0) 239.40 15.95 235.67 .000 R0,C0,C1 (no Q: W0) 239.50 20.72 235.67 .000 R0,C0,C1 (no Q: W0) 239.60 26.03 235.67 .000 R0,C0,C1 (no Q: W0) 239.70 29.60 235.67 .000 R0,C0,C1 (no Q: W0) 239.80 32.74 235.67 .000 R0,C0,C1 (no Q: W0) 239.90 34.40 235.67 .000 R0,C0,C1 (no Q: W0) 240.00 34.81 235.67 .000 R0,C0,C1 (no Q: W0) 240.10 35.20 235.67 .000 R0,C1 (no Q: C0,W0) 240.20 35.60 235.67 .000 R0,C0,C1 (no Q: W0) 240.25 35.79 235.67 .000 R0,C1 (no Q: C0,W0) 240.30 36.38 235.67 .000 R0,C1,W0 (no Q: C0) 240.40 38.42 235.67 .000 R0,C1,W0 (no Q: C0) 240.50 41.26 235.67 .000 R0,C1,W0 (no Q: C0) 240.60 44.76 235.67 .000 R0,C1,W0 (no Q: C0) 240.70 48.87 235.67 .000 R0,C1,W0 (no Q: C0) 240.80 53.56 235.67 .000 R0,C1,W0 (no Q: C0) 240.90 58.82 235.67 .000 R0,C1,W0 (no Q: C0) 241.00 64.74 235.67 .000 R0,C1,W0 (no Q: C0) 241.10 71.24 235.67 .000 R0,C1,W0 (no Q: C0) 241.20 78.30 235.67 .000 R0,C1,W0 (no Q: C0) 241.30 85.95 235.67 .000 R0,C1,W0 (no Q: C0) 241.40 94.17 235.67 .000 R0,C1,W0 (no Q: C0) 241.50 102.99 235.67 .000 R0,C1,W0 (no Q: C0) 241.60 112.40 235.67 .000 R0,C1,W0 (no Q: C0) 241.70 122.40 235.67 .000 R0,C1,W0 (no Q: C0) 241.80 133.02 235.67 .000 R0,C1,W0 (no Q: C0) 241.90 144.25 235.67 .000 R0,C1,W0 (no Q: C0) 242.00 156.10 235.67 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.364 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 235.77 .000 (no Q: R0,C0,C1,W0) 233.04 .00 235.77 .000 (no Q: R0,C0,C1,W0) 233.07 .00 235.77 .000 (no Q: R0,C0,C1,W0) 233.10 .00 235.77 .000 (no Q: R0,C0,C1,W0) 233.17 .00 235.77 .000 (no Q: R0,C0,C1,W0) 233.18 .00 235.77 .000 (no Q: R0,C0,C1,W0) 233.20 .00 235.77 .000 (no Q: R0,C0,C1,W0) 233.27 .00 235.77 .000 (no Q: R0,C0,C1,W0) 233.30 .00 235.77 .000 (no Q: R0,C0,C1,W0) 233.37 .00 235.77 .000 (no Q: R0,C0,C1,W0) 233.40 .00 235.77 .000 (no Q: R0,C0,C1,W0) 233.47 .00 235.77 .000 (no Q: R0,C0,C1,W0) 233.50 .00 235.77 .000 (no Q: R0,C0,C1,W0) 233.57 .00 235.77 .000 (no Q: R0,C0,C1,W0) 233.60 .00 235.77 .000 (no Q: R0,C0,C1,W0) 233.67 .00 235.77 .000 (no Q: R0,C0,C1,W0) 233.70 .00 235.77 .000 (no Q: R0,C0,C1,W0) 233.77 .00 235.77 .000 (no Q: R0,C0,C1,W0) 233.80 .00 235.77 .000 (no Q: R0,C0,C1,W0) 233.87 .00 235.77 .000 (no Q: R0,C0,C1,W0) 233.90 .00 235.77 .000 (no Q: R0,C0,C1,W0) 233.97 .00 235.77 .000 (no Q: R0,C0,C1,W0) 234.00 .00 235.77 .000 (no Q: R0,C0,C1,W0) 234.07 .00 235.77 .000 (no Q: R0,C0,C1,W0) 234.10 .00 235.77 .000 (no Q: R0,C0,C1,W0) 234.17 .00 235.77 .000 (no Q: R0,C0,C1,W0) 234.20 .00 235.77 .000 (no Q: R0,C0,C1,W0) 234.27 .00 235.77 .000 (no Q: R0,C0,C1,W0) 234.30 .00 235.77 .000 (no Q: R0,C0,C1,W0) 234.37 .00 235.77 .000 (no Q: R0,C0,C1,W0) 234.40 .00 235.77 .000 (no Q: R0,C0,C1,W0) 234.47 .00 235.77 .000 (no Q: R0,C0,C1,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.365 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 235.77 .000 (no Q: R0,C0,C1,W0) 234.57 .00 235.77 .000 (no Q: R0,C0,C1,W0) 234.60 .00 235.77 .000 (no Q: R0,C0,C1,W0) 234.67 .00 235.77 .000 (no Q: R0,C0,C1,W0) 234.70 .00 235.77 .000 (no Q: R0,C0,C1,W0) 234.77 .00 235.77 .000 (no Q: R0,C0,C1,W0) 234.80 .00 235.77 .000 (no Q: R0,C0,C1,W0) 234.87 .00 235.77 .000 (no Q: R0,C0,C1,W0) 234.90 .00 235.77 .000 (no Q: R0,C0,C1,W0) 234.97 .00 235.77 .000 (no Q: R0,C0,C1,W0) 235.00 .00 235.77 .000 (no Q: R0,C0,C1,W0) 235.07 .00 235.77 .000 (no Q: R0,C0,C1,W0) 235.10 .00 235.77 .000 (no Q: R0,C0,C1,W0) 235.17 .00 235.77 .000 (no Q: R0,C0,C1,W0) 235.20 .00 235.77 .000 (no Q: R0,C0,C1,W0) 235.27 .00 235.77 .000 (no Q: R0,C0,C1,W0) 235.30 .00 235.77 .000 (no Q: R0,C0,C1,W0) 235.37 .00 235.77 .000 (no Q: R0,C0,C1,W0) 235.40 .00 235.77 .000 (no Q: R0,C0,C1,W0) 235.47 .00 235.77 .000 (no Q: R0,C0,C1,W0) 235.50 .00 235.77 .000 (no Q: R0,C0,C1,W0) 235.57 .00 235.77 .000 (no Q: R0,C0,C1,W0) 235.60 .00 235.77 .000 (no Q: R0,C0,C1,W0) 235.67 .00 235.77 .000 (no Q: R0,C0,C1,W0) 235.70 .00 235.77 .000 (no Q: R0,C0,C1,W0) 235.77 .00 235.77 .000 (no Q: R0,C0,C1,W0) 235.80 .00 235.77 .000 C0 (no Q: R0,C1,W0) 235.87 .00 235.77 .000 C0 (no Q: R0,C1,W0) 235.90 .00 235.77 .000 C0 (no Q: R0,C1,W0) 235.97 .00 235.77 .000 C0 (no Q: R0,C1,W0) 236.00 .00 235.77 .000 C0 (no Q: R0,C1,W0) 236.10 .00 235.77 .000 C0 (no Q: R0,C1,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.366 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 235.77 .000 C0 (no Q: R0,C1,W0) 236.30 .00 235.77 .000 C0 (no Q: R0,C1,W0) 236.40 .00 235.77 .000 C0 (no Q: R0,C1,W0) 236.50 .00 235.77 .000 C0 (no Q: R0,C1,W0) 236.60 .00 235.77 .000 C0 (no Q: R0,C1,W0) 236.70 .00 235.77 .000 C0 (no Q: R0,C1,W0) 236.80 .00 235.77 .000 C0 (no Q: R0,C1,W0) 236.90 .01 235.77 .000 C0,C1 (no Q: R0,W0) 237.00 .10 235.77 .000 C0,C1 (no Q: R0,W0) 237.10 .25 235.77 .000 C0,C1 (no Q: R0,W0) 237.20 .47 235.77 .000 C0,C1 (no Q: R0,W0) 237.30 .76 235.77 .000 C0,C1 (no Q: R0,W0) 237.40 1.07 235.77 .000 C0,C1 (no Q: R0,W0) 237.50 1.54 235.77 .000 C0,C1 (no Q: R0,W0) 237.60 1.96 235.77 .000 C0,C1 (no Q: R0,W0) 237.70 2.25 235.77 .000 C0,C1 (no Q: R0,W0) 237.80 2.75 235.77 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 235.77 .000 C0,C1 (no Q: R0,W0) 238.00 3.62 235.77 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 235.77 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 235.77 .000 C0,C1 (no Q: R0,W0) 238.30 4.94 235.77 .000 C0,C1 (no Q: R0,W0) 238.40 5.33 235.77 .000 C0,C1 (no Q: R0,W0) 238.50 5.65 235.77 .000 C0,C1 (no Q: R0,W0) 238.60 6.05 235.77 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 235.77 .000 C0,C1 (no Q: R0,W0) 238.80 6.81 235.77 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 235.77 .000 C0,C1 (no Q: R0,W0) 239.00 7.55 235.77 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 235.77 .000 C0,C1 (no Q: R0,W0) 239.14 8.00 235.77 .000 C0,C1 (no Q: R0,W0) 239.20 9.01 235.77 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.367 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.97 235.77 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 235.77 .000 R0,C0,C1 (no Q: W0) 239.50 20.72 235.77 .000 R0,C0,C1 (no Q: W0) 239.60 25.83 235.77 .000 R0,C0,C1 (no Q: W0) 239.70 29.37 235.77 .000 R0,C0,C1 (no Q: W0) 239.80 32.46 235.77 .000 R0,C0,C1 (no Q: W0) 239.90 33.99 235.77 .000 R0,C0,C1 (no Q: W0) 240.00 34.40 235.77 .000 R0,C0,C1 (no Q: W0) 240.10 34.80 235.77 .000 R0,C1 (no Q: C0,W0) 240.20 35.20 235.77 .000 R0,C0,C1 (no Q: W0) 240.25 35.41 235.77 .000 R0,C1 (no Q: C0,W0) 240.30 35.99 235.77 .000 R0,C1,W0 (no Q: C0) 240.40 38.04 235.77 .000 R0,C1,W0 (no Q: C0) 240.50 40.88 235.77 .000 R0,C1,W0 (no Q: C0) 240.60 44.38 235.77 .000 R0,C1,W0 (no Q: C0) 240.70 48.50 235.77 .000 R0,C1,W0 (no Q: C0) 240.80 53.19 235.77 .000 R0,C1,W0 (no Q: C0) 240.90 58.45 235.77 .000 R0,C1,W0 (no Q: C0) 241.00 64.38 235.77 .000 R0,C1,W0 (no Q: C0) 241.10 70.88 235.77 .000 R0,C1,W0 (no Q: C0) 241.20 77.95 235.77 .000 R0,C1,W0 (no Q: C0) 241.30 85.60 235.77 .000 R0,C1,W0 (no Q: C0) 241.40 93.83 235.77 .000 R0,C1,W0 (no Q: C0) 241.50 102.64 235.77 .000 R0,C1,W0 (no Q: C0) 241.60 112.05 235.77 .000 R0,C1,W0 (no Q: C0) 241.70 122.06 235.77 .000 R0,C1,W0 (no Q: C0) 241.80 132.68 235.77 .000 R0,C1,W0 (no Q: C0) 241.90 143.92 235.77 .000 R0,C1,W0 (no Q: C0) 242.00 155.77 235.77 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.368 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 235.87 .000 (no Q: R0,C0,C1,W0) 233.04 .00 235.87 .000 (no Q: R0,C0,C1,W0) 233.07 .00 235.87 .000 (no Q: R0,C0,C1,W0) 233.10 .00 235.87 .000 (no Q: R0,C0,C1,W0) 233.17 .00 235.87 .000 (no Q: R0,C0,C1,W0) 233.18 .00 235.87 .000 (no Q: R0,C0,C1,W0) 233.20 .00 235.87 .000 (no Q: R0,C0,C1,W0) 233.27 .00 235.87 .000 (no Q: R0,C0,C1,W0) 233.30 .00 235.87 .000 (no Q: R0,C0,C1,W0) 233.37 .00 235.87 .000 (no Q: R0,C0,C1,W0) 233.40 .00 235.87 .000 (no Q: R0,C0,C1,W0) 233.47 .00 235.87 .000 (no Q: R0,C0,C1,W0) 233.50 .00 235.87 .000 (no Q: R0,C0,C1,W0) 233.57 .00 235.87 .000 (no Q: R0,C0,C1,W0) 233.60 .00 235.87 .000 (no Q: R0,C0,C1,W0) 233.67 .00 235.87 .000 (no Q: R0,C0,C1,W0) 233.70 .00 235.87 .000 (no Q: R0,C0,C1,W0) 233.77 .00 235.87 .000 (no Q: R0,C0,C1,W0) 233.80 .00 235.87 .000 (no Q: R0,C0,C1,W0) 233.87 .00 235.87 .000 (no Q: R0,C0,C1,W0) 233.90 .00 235.87 .000 (no Q: R0,C0,C1,W0) 233.97 .00 235.87 .000 (no Q: R0,C0,C1,W0) 234.00 .00 235.87 .000 (no Q: R0,C0,C1,W0) 234.07 .00 235.87 .000 (no Q: R0,C0,C1,W0) 234.10 .00 235.87 .000 (no Q: R0,C0,C1,W0) 234.17 .00 235.87 .000 (no Q: R0,C0,C1,W0) 234.20 .00 235.87 .000 (no Q: R0,C0,C1,W0) 234.27 .00 235.87 .000 (no Q: R0,C0,C1,W0) 234.30 .00 235.87 .000 (no Q: R0,C0,C1,W0) 234.37 .00 235.87 .000 (no Q: R0,C0,C1,W0) 234.40 .00 235.87 .000 (no Q: R0,C0,C1,W0) 234.47 .00 235.87 .000 (no Q: R0,C0,C1,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.369 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 235.87 .000 (no Q: R0,C0,C1,W0) 234.57 .00 235.87 .000 (no Q: R0,C0,C1,W0) 234.60 .00 235.87 .000 (no Q: R0,C0,C1,W0) 234.67 .00 235.87 .000 (no Q: R0,C0,C1,W0) 234.70 .00 235.87 .000 (no Q: R0,C0,C1,W0) 234.77 .00 235.87 .000 (no Q: R0,C0,C1,W0) 234.80 .00 235.87 .000 (no Q: R0,C0,C1,W0) 234.87 .00 235.87 .000 (no Q: R0,C0,C1,W0) 234.90 .00 235.87 .000 (no Q: R0,C0,C1,W0) 234.97 .00 235.87 .000 (no Q: R0,C0,C1,W0) 235.00 .00 235.87 .000 (no Q: R0,C0,C1,W0) 235.07 .00 235.87 .000 (no Q: R0,C0,C1,W0) 235.10 .00 235.87 .000 (no Q: R0,C0,C1,W0) 235.17 .00 235.87 .000 (no Q: R0,C0,C1,W0) 235.20 .00 235.87 .000 (no Q: R0,C0,C1,W0) 235.27 .00 235.87 .000 (no Q: R0,C0,C1,W0) 235.30 .00 235.87 .000 (no Q: R0,C0,C1,W0) 235.37 .00 235.87 .000 (no Q: R0,C0,C1,W0) 235.40 .00 235.87 .000 (no Q: R0,C0,C1,W0) 235.47 .00 235.87 .000 (no Q: R0,C0,C1,W0) 235.50 .00 235.87 .000 (no Q: R0,C0,C1,W0) 235.57 .00 235.87 .000 (no Q: R0,C0,C1,W0) 235.60 .00 235.87 .000 (no Q: R0,C0,C1,W0) 235.67 .00 235.87 .000 (no Q: R0,C0,C1,W0) 235.70 .00 235.87 .000 (no Q: R0,C0,C1,W0) 235.77 .00 235.87 .000 (no Q: R0,C0,C1,W0) 235.80 .00 235.87 .000 (no Q: R0,C0,C1,W0) 235.87 .00 235.87 .000 (no Q: R0,C0,C1,W0) 235.90 .00 235.87 .000 C0 (no Q: R0,C1,W0) 235.97 .00 235.87 .000 C0 (no Q: R0,C1,W0) 236.00 .00 235.87 .000 C0 (no Q: R0,C1,W0) 236.10 .00 235.87 .000 C0 (no Q: R0,C1,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.370 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 235.87 .000 C0 (no Q: R0,C1,W0) 236.30 .00 235.87 .000 C0 (no Q: R0,C1,W0) 236.40 .00 235.87 .000 C0 (no Q: R0,C1,W0) 236.50 .00 235.87 .000 C0 (no Q: R0,C1,W0) 236.60 .00 235.87 .000 C0 (no Q: R0,C1,W0) 236.70 .00 235.87 .000 C0 (no Q: R0,C1,W0) 236.80 .00 235.87 .000 C0 (no Q: R0,C1,W0) 236.90 .01 235.87 .000 C0,C1 (no Q: R0,W0) 237.00 .10 235.87 .000 C0,C1 (no Q: R0,W0) 237.10 .25 235.87 .000 C0,C1 (no Q: R0,W0) 237.20 .47 235.87 .000 C0,C1 (no Q: R0,W0) 237.30 .76 235.87 .000 C0,C1 (no Q: R0,W0) 237.40 1.07 235.87 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 235.87 .000 C0,C1 (no Q: R0,W0) 237.60 1.85 235.87 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 235.87 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 235.87 .000 C0,C1 (no Q: R0,W0) 237.90 3.23 235.87 .000 C0,C1 (no Q: R0,W0) 238.00 3.61 235.87 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 235.87 .000 C0,C1 (no Q: R0,W0) 238.20 4.50 235.87 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 235.87 .000 C0,C1 (no Q: R0,W0) 238.40 5.32 235.87 .000 C0,C1 (no Q: R0,W0) 238.50 5.65 235.87 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 235.87 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 235.87 .000 C0,C1 (no Q: R0,W0) 238.80 6.81 235.87 .000 C0,C1 (no Q: R0,W0) 238.90 7.21 235.87 .000 C0,C1 (no Q: R0,W0) 239.00 7.53 235.87 .000 C0,C1 (no Q: R0,W0) 239.10 7.88 235.87 .000 C0,C1 (no Q: R0,W0) 239.14 8.00 235.87 .000 C0,C1 (no Q: R0,W0) 239.20 9.00 235.87 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.371 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.98 235.87 .000 R0,C0,C1 (no Q: W0) 239.40 15.95 235.87 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 235.87 .000 R0,C0,C1 (no Q: W0) 239.60 25.65 235.87 .000 R0,C0,C1 (no Q: W0) 239.70 29.17 235.87 .000 R0,C0,C1 (no Q: W0) 239.80 32.21 235.87 .000 R0,C0,C1 (no Q: W0) 239.90 33.58 235.87 .000 R0,C0,C1 (no Q: W0) 240.00 33.99 235.87 .000 R0,C0,C1 (no Q: W0) 240.10 34.40 235.87 .000 R0,C1 (no Q: C0,W0) 240.20 34.81 235.87 .000 R0,C0,C1 (no Q: W0) 240.25 35.01 235.87 .000 R0,C1 (no Q: C0,W0) 240.30 35.59 235.87 .000 R0,C1,W0 (no Q: C0) 240.40 37.65 235.87 .000 R0,C1,W0 (no Q: C0) 240.50 40.49 235.87 .000 R0,C1,W0 (no Q: C0) 240.60 44.00 235.87 .000 R0,C1,W0 (no Q: C0) 240.70 48.12 235.87 .000 R0,C1,W0 (no Q: C0) 240.80 52.81 235.87 .000 R0,C1,W0 (no Q: C0) 240.90 58.07 235.87 .000 R0,C1,W0 (no Q: C0) 241.00 64.02 235.87 .000 R0,C1,W0 (no Q: C0) 241.10 70.51 235.87 .000 R0,C1,W0 (no Q: C0) 241.20 77.59 235.87 .000 R0,C1,W0 (no Q: C0) 241.30 85.23 235.87 .000 R0,C1,W0 (no Q: C0) 241.40 93.47 235.87 .000 R0,C1,W0 (no Q: C0) 241.50 102.29 235.87 .000 R0,C1,W0 (no Q: C0) 241.60 111.70 235.87 .000 R0,C1,W0 (no Q: C0) 241.70 121.72 235.87 .000 R0,C1,W0 (no Q: C0) 241.80 132.34 235.87 .000 R0,C1,W0 (no Q: C0) 241.90 143.57 235.87 .000 R0,C1,W0 (no Q: C0) 242.00 155.43 235.87 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.372 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 235.97 .000 (no Q: R0,C0,C1,W0) 233.04 .00 235.97 .000 (no Q: R0,C0,C1,W0) 233.07 .00 235.97 .000 (no Q: R0,C0,C1,W0) 233.10 .00 235.97 .000 (no Q: R0,C0,C1,W0) 233.17 .00 235.97 .000 (no Q: R0,C0,C1,W0) 233.18 .00 235.97 .000 (no Q: R0,C0,C1,W0) 233.20 .00 235.97 .000 (no Q: R0,C0,C1,W0) 233.27 .00 235.97 .000 (no Q: R0,C0,C1,W0) 233.30 .00 235.97 .000 (no Q: R0,C0,C1,W0) 233.37 .00 235.97 .000 (no Q: R0,C0,C1,W0) 233.40 .00 235.97 .000 (no Q: R0,C0,C1,W0) 233.47 .00 235.97 .000 (no Q: R0,C0,C1,W0) 233.50 .00 235.97 .000 (no Q: R0,C0,C1,W0) 233.57 .00 235.97 .000 (no Q: R0,C0,C1,W0) 233.60 .00 235.97 .000 (no Q: R0,C0,C1,W0) 233.67 .00 235.97 .000 (no Q: R0,C0,C1,W0) 233.70 .00 235.97 .000 (no Q: R0,C0,C1,W0) 233.77 .00 235.97 .000 (no Q: R0,C0,C1,W0) 233.80 .00 235.97 .000 (no Q: R0,C0,C1,W0) 233.87 .00 235.97 .000 (no Q: R0,C0,C1,W0) 233.90 .00 235.97 .000 (no Q: R0,C0,C1,W0) 233.97 .00 235.97 .000 (no Q: R0,C0,C1,W0) 234.00 .00 235.97 .000 (no Q: R0,C0,C1,W0) 234.07 .00 235.97 .000 (no Q: R0,C0,C1,W0) 234.10 .00 235.97 .000 (no Q: R0,C0,C1,W0) 234.17 .00 235.97 .000 (no Q: R0,C0,C1,W0) 234.20 .00 235.97 .000 (no Q: R0,C0,C1,W0) 234.27 .00 235.97 .000 (no Q: R0,C0,C1,W0) 234.30 .00 235.97 .000 (no Q: R0,C0,C1,W0) 234.37 .00 235.97 .000 (no Q: R0,C0,C1,W0) 234.40 .00 235.97 .000 (no Q: R0,C0,C1,W0) 234.47 .00 235.97 .000 (no Q: R0,C0,C1,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.373 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 235.97 .000 (no Q: R0,C0,C1,W0) 234.57 .00 235.97 .000 (no Q: R0,C0,C1,W0) 234.60 .00 235.97 .000 (no Q: R0,C0,C1,W0) 234.67 .00 235.97 .000 (no Q: R0,C0,C1,W0) 234.70 .00 235.97 .000 (no Q: R0,C0,C1,W0) 234.77 .00 235.97 .000 (no Q: R0,C0,C1,W0) 234.80 .00 235.97 .000 (no Q: R0,C0,C1,W0) 234.87 .00 235.97 .000 (no Q: R0,C0,C1,W0) 234.90 .00 235.97 .000 (no Q: R0,C0,C1,W0) 234.97 .00 235.97 .000 (no Q: R0,C0,C1,W0) 235.00 .00 235.97 .000 (no Q: R0,C0,C1,W0) 235.07 .00 235.97 .000 (no Q: R0,C0,C1,W0) 235.10 .00 235.97 .000 (no Q: R0,C0,C1,W0) 235.17 .00 235.97 .000 (no Q: R0,C0,C1,W0) 235.20 .00 235.97 .000 (no Q: R0,C0,C1,W0) 235.27 .00 235.97 .000 (no Q: R0,C0,C1,W0) 235.30 .00 235.97 .000 (no Q: R0,C0,C1,W0) 235.37 .00 235.97 .000 (no Q: R0,C0,C1,W0) 235.40 .00 235.97 .000 (no Q: R0,C0,C1,W0) 235.47 .00 235.97 .000 (no Q: R0,C0,C1,W0) 235.50 .00 235.97 .000 (no Q: R0,C0,C1,W0) 235.57 .00 235.97 .000 (no Q: R0,C0,C1,W0) 235.60 .00 235.97 .000 (no Q: R0,C0,C1,W0) 235.67 .00 235.97 .000 (no Q: R0,C0,C1,W0) 235.70 .00 235.97 .000 (no Q: R0,C0,C1,W0) 235.77 .00 235.97 .000 (no Q: R0,C0,C1,W0) 235.80 .00 235.97 .000 (no Q: R0,C0,C1,W0) 235.87 .00 235.97 .000 (no Q: R0,C0,C1,W0) 235.90 .00 235.97 .000 (no Q: R0,C0,C1,W0) 235.97 .00 235.97 .000 (no Q: R0,C0,C1,W0) 236.00 .00 235.97 .000 C0 (no Q: R0,C1,W0) 236.10 .00 235.97 .000 C0 (no Q: R0,C1,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.374 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 235.97 .000 C0 (no Q: R0,C1,W0) 236.30 .00 235.97 .000 C0 (no Q: R0,C1,W0) 236.40 .00 235.97 .000 C0 (no Q: R0,C1,W0) 236.50 .00 235.97 .000 C0 (no Q: R0,C1,W0) 236.60 .00 235.97 .000 C0 (no Q: R0,C1,W0) 236.70 .00 235.97 .000 C0 (no Q: R0,C1,W0) 236.80 .00 235.97 .000 C0 (no Q: R0,C1,W0) 236.90 .01 235.97 .000 C0,C1 (no Q: R0,W0) 237.00 .10 235.97 .000 C0,C1 (no Q: R0,W0) 237.10 .25 235.97 .000 C0,C1 (no Q: R0,W0) 237.20 .47 235.97 .000 C0,C1 (no Q: R0,W0) 237.30 .76 235.97 .000 C0,C1 (no Q: R0,W0) 237.40 1.07 235.97 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 235.97 .000 C0,C1 (no Q: R0,W0) 237.60 1.96 235.97 .000 C0,C1 (no Q: R0,W0) 237.70 2.27 235.97 .000 C0,C1 (no Q: R0,W0) 237.80 2.70 235.97 .000 C0,C1 (no Q: R0,W0) 237.90 3.17 235.97 .000 C0,C1 (no Q: R0,W0) 238.00 3.57 235.97 .000 C0,C1 (no Q: R0,W0) 238.10 4.04 235.97 .000 C0,C1 (no Q: R0,W0) 238.20 4.49 235.97 .000 C0,C1 (no Q: R0,W0) 238.30 4.93 235.97 .000 C0,C1 (no Q: R0,W0) 238.40 5.31 235.97 .000 C0,C1 (no Q: R0,W0) 238.50 5.69 235.97 .000 C0,C1 (no Q: R0,W0) 238.60 6.07 235.97 .000 C0,C1 (no Q: R0,W0) 238.70 6.45 235.97 .000 C0,C1 (no Q: R0,W0) 238.80 6.80 235.97 .000 C0,C1 (no Q: R0,W0) 238.90 7.19 235.97 .000 C0,C1 (no Q: R0,W0) 239.00 7.56 235.97 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 235.97 .000 C0,C1 (no Q: R0,W0) 239.14 8.00 235.97 .000 C0,C1 (no Q: R0,W0) 239.20 9.00 235.97 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.375 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 235.97 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 235.97 .000 R0,C0,C1 (no Q: W0) 239.50 20.71 235.97 .000 R0,C0,C1 (no Q: W0) 239.60 25.45 235.97 .000 R0,C0,C1 (no Q: W0) 239.70 28.93 235.97 .000 R0,C0,C1 (no Q: W0) 239.80 31.90 235.97 .000 R0,C0,C1 (no Q: W0) 239.90 33.16 235.97 .000 R0,C0,C1 (no Q: W0) 240.00 33.58 235.97 .000 R0,C0,C1 (no Q: W0) 240.10 33.99 235.97 .000 R0,C1 (no Q: C0,W0) 240.20 34.40 235.97 .000 R0,C1 (no Q: C0,W0) 240.25 34.60 235.97 .000 R0,C1 (no Q: C0,W0) 240.30 35.19 235.97 .000 R0,C1,W0 (no Q: C0) 240.40 37.25 235.97 .000 R0,C1,W0 (no Q: C0) 240.50 40.10 235.97 .000 R0,C1,W0 (no Q: C0) 240.60 43.62 235.97 .000 R0,C1,W0 (no Q: C0) 240.70 47.74 235.97 .000 R0,C1,W0 (no Q: C0) 240.80 52.44 235.97 .000 R0,C1,W0 (no Q: C0) 240.90 57.70 235.97 .000 R0,C1,W0 (no Q: C0) 241.00 63.64 235.97 .000 R0,C1,W0 (no Q: C0) 241.10 70.15 235.97 .000 R0,C1,W0 (no Q: C0) 241.20 77.22 235.97 .000 R0,C1,W0 (no Q: C0) 241.30 84.88 235.97 .000 R0,C1,W0 (no Q: C0) 241.40 93.11 235.97 .000 R0,C1,W0 (no Q: C0) 241.50 101.94 235.97 .000 R0,C1,W0 (no Q: C0) 241.60 111.35 235.97 .000 R0,C1,W0 (no Q: C0) 241.70 121.37 235.97 .000 R0,C1,W0 (no Q: C0) 241.80 131.99 235.97 .000 R0,C1,W0 (no Q: C0) 241.90 143.23 235.97 .000 R0,C1,W0 (no Q: C0) 242.00 155.09 235.97 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.376 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 233.00 .00 236.00 .000 (no Q: R0,C0,C1,W0) 233.04 .00 236.00 .000 (no Q: R0,C0,C1,W0) 233.07 .00 236.00 .000 (no Q: R0,C0,C1,W0) 233.10 .00 236.00 .000 (no Q: R0,C0,C1,W0) 233.17 .00 236.00 .000 (no Q: R0,C0,C1,W0) 233.18 .00 236.00 .000 (no Q: R0,C0,C1,W0) 233.20 .00 236.00 .000 (no Q: R0,C0,C1,W0) 233.27 .00 236.00 .000 (no Q: R0,C0,C1,W0) 233.30 .00 236.00 .000 (no Q: R0,C0,C1,W0) 233.37 .00 236.00 .000 (no Q: R0,C0,C1,W0) 233.40 .00 236.00 .000 (no Q: R0,C0,C1,W0) 233.47 .00 236.00 .000 (no Q: R0,C0,C1,W0) 233.50 .00 236.00 .000 (no Q: R0,C0,C1,W0) 233.57 .00 236.00 .000 (no Q: R0,C0,C1,W0) 233.60 .00 236.00 .000 (no Q: R0,C0,C1,W0) 233.67 .00 236.00 .000 (no Q: R0,C0,C1,W0) 233.70 .00 236.00 .000 (no Q: R0,C0,C1,W0) 233.77 .00 236.00 .000 (no Q: R0,C0,C1,W0) 233.80 .00 236.00 .000 (no Q: R0,C0,C1,W0) 233.87 .00 236.00 .000 (no Q: R0,C0,C1,W0) 233.90 .00 236.00 .000 (no Q: R0,C0,C1,W0) 233.97 .00 236.00 .000 (no Q: R0,C0,C1,W0) 234.00 .00 236.00 .000 (no Q: R0,C0,C1,W0) 234.07 .00 236.00 .000 (no Q: R0,C0,C1,W0) 234.10 .00 236.00 .000 (no Q: R0,C0,C1,W0) 234.17 .00 236.00 .000 (no Q: R0,C0,C1,W0) 234.20 .00 236.00 .000 (no Q: R0,C0,C1,W0) 234.27 .00 236.00 .000 (no Q: R0,C0,C1,W0) 234.30 .00 236.00 .000 (no Q: R0,C0,C1,W0) 234.37 .00 236.00 .000 (no Q: R0,C0,C1,W0) 234.40 .00 236.00 .000 (no Q: R0,C0,C1,W0) 234.47 .00 236.00 .000 (no Q: R0,C0,C1,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.377 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.50 .00 236.00 .000 (no Q: R0,C0,C1,W0) 234.57 .00 236.00 .000 (no Q: R0,C0,C1,W0) 234.60 .00 236.00 .000 (no Q: R0,C0,C1,W0) 234.67 .00 236.00 .000 (no Q: R0,C0,C1,W0) 234.70 .00 236.00 .000 (no Q: R0,C0,C1,W0) 234.77 .00 236.00 .000 (no Q: R0,C0,C1,W0) 234.80 .00 236.00 .000 (no Q: R0,C0,C1,W0) 234.87 .00 236.00 .000 (no Q: R0,C0,C1,W0) 234.90 .00 236.00 .000 (no Q: R0,C0,C1,W0) 234.97 .00 236.00 .000 (no Q: R0,C0,C1,W0) 235.00 .00 236.00 .000 (no Q: R0,C0,C1,W0) 235.07 .00 236.00 .000 (no Q: R0,C0,C1,W0) 235.10 .00 236.00 .000 (no Q: R0,C0,C1,W0) 235.17 .00 236.00 .000 (no Q: R0,C0,C1,W0) 235.20 .00 236.00 .000 (no Q: R0,C0,C1,W0) 235.27 .00 236.00 .000 (no Q: R0,C0,C1,W0) 235.30 .00 236.00 .000 (no Q: R0,C0,C1,W0) 235.37 .00 236.00 .000 (no Q: R0,C0,C1,W0) 235.40 .00 236.00 .000 (no Q: R0,C0,C1,W0) 235.47 .00 236.00 .000 (no Q: R0,C0,C1,W0) 235.50 .00 236.00 .000 (no Q: R0,C0,C1,W0) 235.57 .00 236.00 .000 (no Q: R0,C0,C1,W0) 235.60 .00 236.00 .000 (no Q: R0,C0,C1,W0) 235.67 .00 236.00 .000 (no Q: R0,C0,C1,W0) 235.70 .00 236.00 .000 (no Q: R0,C0,C1,W0) 235.77 .00 236.00 .000 (no Q: R0,C0,C1,W0) 235.80 .00 236.00 .000 (no Q: R0,C0,C1,W0) 235.87 .00 236.00 .000 (no Q: R0,C0,C1,W0) 235.90 .00 236.00 .000 (no Q: R0,C0,C1,W0) 235.97 .00 236.00 .000 (no Q: R0,C0,C1,W0) 236.00 .00 236.00 .000 (no Q: R0,C0,C1,W0) 236.10 .00 236.00 .000 C0 (no Q: R0,C1,W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.378 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 236.20 .00 236.00 .000 C0 (no Q: R0,C1,W0) 236.30 .00 236.00 .000 C0 (no Q: R0,C1,W0) 236.40 .00 236.00 .000 C0 (no Q: R0,C1,W0) 236.50 .00 236.00 .000 C0 (no Q: R0,C1,W0) 236.60 .00 236.00 .000 C0 (no Q: R0,C1,W0) 236.70 .00 236.00 .000 C0 (no Q: R0,C1,W0) 236.80 .00 236.00 .000 C0 (no Q: R0,C1,W0) 236.90 .01 236.00 .000 C0,C1 (no Q: R0,W0) 237.00 .10 236.00 .000 C0,C1 (no Q: R0,W0) 237.10 .25 236.00 .000 C0,C1 (no Q: R0,W0) 237.20 .47 236.00 .000 C0,C1 (no Q: R0,W0) 237.30 .76 236.00 .000 C0,C1 (no Q: R0,W0) 237.40 1.07 236.00 .000 C0,C1 (no Q: R0,W0) 237.50 1.45 236.00 .000 C0,C1 (no Q: R0,W0) 237.60 1.83 236.00 .000 C0,C1 (no Q: R0,W0) 237.70 2.29 236.00 .000 C0,C1 (no Q: R0,W0) 237.80 2.75 236.00 .000 C0,C1 (no Q: R0,W0) 237.90 3.22 236.00 .000 C0,C1 (no Q: R0,W0) 238.00 3.62 236.00 .000 C0,C1 (no Q: R0,W0) 238.10 4.06 236.00 .000 C0,C1 (no Q: R0,W0) 238.20 4.48 236.00 .000 C0,C1 (no Q: R0,W0) 238.30 4.95 236.00 .000 C0,C1 (no Q: R0,W0) 238.40 5.32 236.00 .000 C0,C1 (no Q: R0,W0) 238.50 5.65 236.00 .000 C0,C1 (no Q: R0,W0) 238.60 6.04 236.00 .000 C0,C1 (no Q: R0,W0) 238.70 6.47 236.00 .000 C0,C1 (no Q: R0,W0) 238.80 6.81 236.00 .000 C0,C1 (no Q: R0,W0) 238.90 7.23 236.00 .000 C0,C1 (no Q: R0,W0) 239.00 7.53 236.00 .000 C0,C1 (no Q: R0,W0) 239.10 7.86 236.00 .000 C0,C1 (no Q: R0,W0) 239.14 8.01 236.00 .000 C0,C1 (no Q: R0,W0) 239.20 9.00 236.00 .000 R0,C0,C1 (no Q: W0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 1 Type.... Composite Rating Curve Page 12.379 ***** COMPOSITE OUTFLOW SUMMARY **** CUMULATIVE HGL CONVERGENCE ERROR .000 (+/- ft) FLOW PATH: Elev= 240; Branch: C0-C1-TW * Max. convergence errors shown may also occur for flow paths other than the ones listed above. WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 239.30 11.96 236.00 .000 R0,C0,C1 (no Q: W0) 239.40 15.96 236.00 .000 R0,C0,C1 (no Q: W0) 239.50 20.72 236.00 .000 R0,C0,C1 (no Q: W0) 239.60 25.36 236.00 .000 R0,C0,C1 (no Q: W0) 239.70 28.86 236.00 .000 R0,C0,C1 (no Q: W0) 239.80 31.83 236.00 .000 R0,C0,C1 (no Q: W0) 239.90 33.03 236.00 .000 R0,C0,C1 (no Q: W0) 240.00 33.45 236.00 .000 R0,C0,C1 (no Q: W0) 240.10 33.87 236.00 .000 R0,C1 (no Q: C0,W0) 240.20 34.27 236.00 .000 R0,C1 (no Q: C0,W0) 240.25 34.48 236.00 .000 R0,C1 (no Q: C0,W0) 240.30 35.07 236.00 .000 R0,C1,W0 (no Q: C0) 240.40 37.13 236.00 .000 R0,C1,W0 (no Q: C0) 240.50 39.99 236.00 .000 R0,C1,W0 (no Q: C0) 240.60 43.49 236.00 .000 R0,C1,W0 (no Q: C0) 240.70 47.62 236.00 .000 R0,C1,W0 (no Q: C0) 240.80 52.32 236.00 .000 R0,C1,W0 (no Q: C0) 240.90 57.59 236.00 .000 R0,C1,W0 (no Q: C0) 241.00 63.53 236.00 .000 R0,C1,W0 (no Q: C0) 241.10 70.04 236.00 .000 R0,C1,W0 (no Q: C0) 241.20 77.11 236.00 .000 R0,C1,W0 (no Q: C0) 241.30 84.77 236.00 .000 R0,C1,W0 (no Q: C0) 241.40 93.01 236.00 .000 R0,C1,W0 (no Q: C0) 241.50 101.83 236.00 .000 R0,C1,W0 (no Q: C0) 241.60 111.25 236.00 .000 R0,C1,W0 (no Q: C0) 241.70 121.26 236.00 .000 R0,C1,W0 (no Q: C0) 241.80 131.89 236.00 .000 R0,C1,W0 (no Q: C0) 241.90 143.13 236.00 .000 R0,C1,W0 (no Q: C0) 242.00 154.99 236.00 .000 R0,C1,W0 (no Q: C0) S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 2 Type.... Outlet Input Data Page 12.380 REQUESTED POND WS ELEVATIONS: Min. Elev.= 227.47 ft Increment = .10 ft Max. Elev.= 236.00 ft ********************************************** OUTLET CONNECTIVITY ********************************************** ---> Forward Flow Only (UpStream to DnStream) <--- Reverse Flow Only (DnStream to UpStream) <---> Forward and Reverse Both Allowed Structure No. Outfall E1, ft E2, ft ----------------- ---- ------- --------- --------- Culvert-Circular C1 ---> TW 227.470 236.000 Weir-XY Points W0 ---> TW 234.000 236.000 TW SETUP, DS Channel S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 2 Type.... Outlet Input Data Page 12.381 OUTLET STRUCTURE INPUT DATA Structure ID = C1 Structure Type = Culvert-Circular ------------------------------------ No. Barrels = 1 Barrel Diameter = 2.0000 ft Upstream Invert = 227.47 ft Dnstream Invert = 227.06 ft Horiz. Length = 17.00 ft Barrel Length = 17.00 ft Barrel Slope = .02412 ft/ft OUTLET CONTROL DATA... Mannings n = .0130 Ke = .5000 (forward entrance loss) Kb = .012411 (per ft of full flow) Kr = .5000 (reverse entrance loss) HW Convergence = .001 +/- ft INLET CONTROL DATA... Equation form = 2 Inlet Control K = .5190 Inlet Control M = .6400 Inlet Control c = .02100 Inlet Control Y = .9000 T1 ratio (HW/D) = 1.157 T2 ratio (HW/D) = 1.224 Slope Factor = -.500 Use unsubmerged inlet control Form 2 equ. below T1 elev. Use submerged inlet control Form 2 equ. above T2 elev. In transition zone between unsubmerged and submerged inlet control, interpolate between flows at T1 & T2... At T1 Elev = 229.78 ft ---> Flow = 15.55 cfs At T2 Elev = 229.92 ft ---> Flow = 17.77 cfs S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 2 Type.... Outlet Input Data Page 12.382 OUTLET STRUCTURE INPUT DATA Structure ID = W0 Structure Type = Weir-XY Points ------------------------------------ # of Openings = 1 WEIR X-Y GROUND POINTS X, ft Elev, ft --------- --------- .00 236.00 15.00 235.00 45.00 234.50 48.00 234.00 53.00 234.00 68.00 236.00 Lowest Elev. = 234.00 ft Weir Coeff. = 1.700000 Weir TW effects (Use adjustment equation) Structure ID = TW Structure Type = TW SETUP, DS Channel ------------------------------------ FREE OUTFALL CONDITIONS SPECIFIED CONVERGENCE TOLERANCES... Maximum Iterations= 40 Min. TW tolerance = .01 ft Max. TW tolerance = .01 ft Min. HW tolerance = .01 ft Max. HW tolerance = .01 ft Min. Q tolerance = .00 cfs Max. Q tolerance = .00 cfs S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 2 Type.... Composite Rating Curve Page 12.383 ***** COMPOSITE OUTFLOW SUMMARY **** WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 227.47 .00 Free Outfall None contributing 227.57 .04 Free Outfall C1 227.67 .15 Free Outfall C1 227.77 .34 Free Outfall C1 227.87 .59 Free Outfall C1 227.97 .91 Free Outfall C1 228.07 1.30 Free Outfall C1 228.17 1.75 Free Outfall C1 228.27 2.25 Free Outfall C1 228.37 2.82 Free Outfall C1 228.47 3.43 Free Outfall C1 228.57 4.08 Free Outfall C1 228.67 4.79 Free Outfall C1 228.77 5.53 Free Outfall C1 228.87 6.32 Free Outfall C1 228.97 7.14 Free Outfall C1 229.07 7.99 Free Outfall C1 229.17 8.88 Free Outfall C1 229.27 9.76 Free Outfall C1 229.37 10.68 Free Outfall C1 229.47 11.62 Free Outfall C1 229.57 12.57 Free Outfall C1 229.67 13.53 Free Outfall C1 229.77 14.50 Free Outfall C1 229.87 15.45 Free Outfall C1 229.97 16.42 Free Outfall C1 230.07 17.36 Free Outfall C1 230.17 18.31 Free Outfall C1 230.27 19.26 Free Outfall C1 230.37 20.18 Free Outfall C1 230.47 21.08 Free Outfall C1 230.57 21.97 Free Outfall C1 230.67 22.84 Free Outfall C1 230.77 23.69 Free Outfall C1 230.87 24.53 Free Outfall C1 230.97 25.34 Free Outfall C1 231.07 26.13 Free Outfall C1 231.17 26.91 Free Outfall C1 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 2 Type.... Composite Rating Curve Page 12.384 ***** COMPOSITE OUTFLOW SUMMARY **** WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 231.27 27.68 Free Outfall C1 231.37 28.41 Free Outfall C1 231.47 29.14 Free Outfall C1 231.57 29.85 Free Outfall C1 231.67 30.55 Free Outfall C1 231.77 31.23 Free Outfall C1 231.87 31.90 Free Outfall C1 231.97 32.55 Free Outfall C1 232.07 33.19 Free Outfall C1 232.17 33.82 Free Outfall C1 232.27 34.44 Free Outfall C1 232.37 35.04 Free Outfall C1 232.47 35.64 Free Outfall C1 232.57 36.23 Free Outfall C1 232.67 36.81 Free Outfall C1 232.77 37.38 Free Outfall C1 232.87 37.96 Free Outfall C1 232.97 38.28 Free Outfall C1 233.07 38.74 Free Outfall C1 233.17 39.19 Free Outfall C1 233.27 39.64 Free Outfall C1 233.37 40.11 Free Outfall C1 233.47 40.56 Free Outfall C1 233.57 41.01 Free Outfall C1 233.67 41.46 Free Outfall C1 233.77 41.89 Free Outfall C1 233.87 42.31 Free Outfall C1 233.97 42.75 Free Outfall C1 234.00 42.88 Free Outfall C1 +W0 234.07 43.35 Free Outfall C1 +W0 234.17 44.30 Free Outfall C1 +W0 234.27 45.53 Free Outfall C1 +W0 234.37 47.09 Free Outfall C1 +W0 234.47 48.83 Free Outfall C1 +W0 234.57 51.00 Free Outfall C1 +W0 234.67 53.81 Free Outfall C1 +W0 234.77 57.45 Free Outfall C1 +W0 234.87 62.05 Free Outfall C1 +W0 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 2 Type.... Composite Rating Curve Page 12.385 ***** COMPOSITE OUTFLOW SUMMARY **** WS Elev, Total Q Notes ---------------- -------- Converge ------------------------- Elev. Q TW Elev Error ft cfs ft +/-ft Contributing Structures -------- ------- -------- ----- -------------------------- 234.97 67.75 Free Outfall C1 +W0 235.07 75.05 Free Outfall C1 +W0 235.17 83.58 Free Outfall C1 +W0 235.27 93.12 Free Outfall C1 +W0 235.37 103.65 Free Outfall C1 +W0 235.47 115.15 Free Outfall C1 +W0 235.57 127.64 Free Outfall C1 +W0 235.67 141.09 Free Outfall C1 +W0 235.77 155.52 Free Outfall C1 +W0 235.87 170.92 Free Outfall C1 +W0 235.97 187.31 Free Outfall C1 +W0 236.00 192.41 Free Outfall C1 +W0 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... DETENTION 1B Type.... Pond Infiltration Calcs Page 13.01 INFILTRATION RATING TABLE CALCULATIONS Infilt.(cfs) = (.5000 (in/hr) * Area) * Ku Where: Ku = units conversion factor W.S.Elev Total Area Infilt. ft sq.ft cfs -------- --------- -------- No storage at this elevation... infiltration set to zero. 256.00 1359 .00 256.05 1396 .02 256.10 1433 .02 256.15 1470 .02 256.20 1508 .02 256.25 1547 .02 256.30 1586 .02 256.35 1625 .02 256.40 1665 .02 256.45 1705 .02 256.50 1746 .02 256.55 1788 .02 256.60 1830 .02 256.65 1872 .02 256.70 1915 .02 256.75 1958 .02 256.80 2002 .02 256.85 2046 .02 256.90 2091 .02 256.95 2136 .02 257.00 2182 .03 257.05 2222 .03 257.10 2262 .03 257.15 2303 .03 257.20 2344 .03 257.25 2386 .03 257.30 2428 .03 257.35 2470 .03 257.40 2513 .03 257.45 2556 .03 257.50 2599 .03 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... DETENTION 1B Type.... Pond E-V-Q Table Page 13.02 LEVEL POOL ROUTING DATA HYG Dir = P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\ Inflow HYG file = NONE STORED - DETENTION 1B IN 1 Outflow HYG file = NONE STORED - DETENTION 1B OUT 1 Pond Node Data = DETENTION 1B Pond Volume Data = DETENTION 1B Pond Outlet Data = Outlet 1B Infiltration = .5000 in/hr INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 256.00 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .1000 hrs Elevation Outflow Storage Area Infilt. Q Total 2S/t + O ft cfs cu.ft sq.ft cfs cfs cfs ------------------------------------------------------------------------------ 256.00 .00 0 1359 .00 .00 .00 256.05 .00 69 1396 .02 .02 .40 256.10 .00 140 1433 .02 .02 .79 256.15 .00 212 1470 .02 .02 1.20 256.20 .00 287 1508 .02 .02 1.61 256.25 .00 363 1547 .02 .02 2.03 256.30 .00 441 1586 .02 .02 2.47 256.35 .00 522 1625 .02 .02 2.92 256.40 .00 604 1665 .02 .02 3.37 256.45 .00 688 1705 .02 .02 3.84 256.50 .00 774 1746 .02 .02 4.32 256.55 .59 863 1788 .02 .62 5.41 256.60 1.68 953 1830 .02 1.71 7.00 256.65 3.10 1046 1872 .02 3.12 8.93 256.70 4.77 1140 1915 .02 4.79 11.12 256.75 6.66 1237 1958 .02 6.68 13.55 256.80 8.76 1336 2002 .02 8.78 16.20 256.85 10.24 1437 2046 .02 10.26 18.25 256.90 10.33 1541 2091 .02 10.35 18.91 256.95 10.42 1646 2136 .02 10.44 19.59 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... DETENTION 1B Type.... Pond E-V-Q Table Page 13.03 LEVEL POOL ROUTING DATA HYG Dir = P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\ Inflow HYG file = NONE STORED - DETENTION 1B IN 1 Outflow HYG file = NONE STORED - DETENTION 1B OUT 1 Pond Node Data = DETENTION 1B Pond Volume Data = DETENTION 1B Pond Outlet Data = Outlet 1B Infiltration = .5000 in/hr INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 256.00 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .1000 hrs Elevation Outflow Storage Area Infilt. Q Total 2S/t + O ft cfs cu.ft sq.ft cfs cfs cfs ------------------------------------------------------------------------------ 257.00 10.51 1754 2182 .03 10.54 20.28 257.05 10.60 1864 2222 .03 10.63 20.99 257.10 10.69 1977 2262 .03 10.72 21.70 257.15 10.78 2091 2303 .03 10.81 22.42 257.20 10.87 2207 2344 .03 10.89 23.15 257.25 10.96 2325 2386 .03 10.98 23.90 257.30 14.76 2445 2428 .03 14.79 28.37 257.35 21.66 2568 2470 .03 21.69 35.95 257.40 30.56 2692 2513 .03 30.59 45.54 257.45 41.08 2819 2556 .03 41.11 56.77 257.50 53.00 2948 2599 .03 53.03 69.41 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Storm... TypeIII 24hr Tag: 1 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... DETENTION 1B OUT Tag: 1 Event: 1 yr Type.... Pond Routed HYG (total out) Page 13.04 POND ROUTED TOTAL OUTFLOW HYG... HYG file = HYG ID = DETENTION 1B OUT HYG Tag = 1 ----------------------------------- Peak Discharge = 1.76 cfs Time to Peak = 12.2000 hrs HYG Volume = 4322 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 10.5000 | .00 .00 .00 .00 .00 11.0000 | .00 .00 .00 .00 .00 11.5000 | .00 .00 .00 .00 .00 12.0000 | .00 .00 1.76 1.24 .87 12.5000 | .70 .51 .36 .28 .25 13.0000 | .23 .21 .19 .18 .17 13.5000 | .17 .16 .16 .15 .14 14.0000 | .14 .13 .13 .12 .12 14.5000 | .12 .11 .11 .11 .10 15.0000 | .10 .10 .09 .09 .09 15.5000 | .08 .08 .08 .07 .07 16.0000 | .07 .06 .06 .06 .06 16.5000 | .06 .05 .05 .05 .05 17.0000 | .05 .05 .05 .04 .04 17.5000 | .04 .04 .04 .04 .04 18.0000 | .03 .03 .03 .03 .03 18.5000 | .03 .03 .03 .03 .03 19.0000 | .03 .03 .03 .03 .03 19.5000 | .03 .02 .02 .02 .02 20.0000 | .02 .02 .02 .02 .02 20.5000 | .02 .02 .02 .02 .02 21.0000 | .02 .02 .02 .02 .02 21.5000 | .02 .02 .02 .02 .02 22.0000 | .02 .02 .02 .01 .01 22.5000 | .01 .01 .01 .01 .01 23.0000 | .01 .01 .01 .01 .01 23.5000 | .01 .01 .01 .01 .01 24.0000 | .01 .01 .00 .00 .00 24.5000 | .00 .00 .00 .00 .00 25.0000 | .00 .00 .00 .00 .00 25.5000 | .00 .00 .00 .00 .00 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Storm... TypeIII 24hr Tag: 1 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... DETENTION 1B OUT Tag: 1 Event: 1 yr Type.... Pond Routed HYG (total out) Page 13.05 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 26.0000 | .00 .00 .00 .00 .00 26.5000 | .00 .00 .00 .00 .00 27.0000 | .00 .00 .00 .00 .00 27.5000 | .00 .00 .00 .00 .00 28.0000 | .00 .00 .00 .00 .00 28.5000 | .00 .00 .00 .00 .00 29.0000 | .00 .00 .00 .00 .00 29.5000 | .00 .00 .00 .00 .00 30.0000 | .00 .00 .00 .00 .00 30.5000 | .00 .00 .00 .00 .00 31.0000 | .00 .00 .00 .00 .00 31.5000 | .00 .00 .00 .00 .00 32.0000 | .00 .00 .00 .00 .00 32.5000 | .00 .00 .00 .00 .00 33.0000 | .00 .00 .00 .00 .00 33.5000 | .00 .00 .00 .00 .00 34.0000 | .00 .00 .00 .00 .00 34.5000 | .00 .00 .00 .00 .00 35.0000 | .00 .00 .00 .00 .00 35.5000 | .00 .00 .00 .00 .00 36.0000 | .00 .00 .00 .00 .00 36.5000 | .00 .00 .00 .00 .00 37.0000 | .00 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Storm... TypeIII 24hr Tag: 2 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... DETENTION 1B OUT Tag: 2 Event: 2 yr Type.... Pond Routed HYG (total out) Page 13.06 POND ROUTED TOTAL OUTFLOW HYG... HYG file = HYG ID = DETENTION 1B OUT HYG Tag = 2 ----------------------------------- Peak Discharge = 2.41 cfs Time to Peak = 12.2000 hrs HYG Volume = 6925 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 9.8000 | .00 .00 .00 .00 .00 10.3000 | .00 .00 .00 .00 .00 10.8000 | .00 .00 .00 .00 .00 11.3000 | .00 .00 .00 .00 .00 11.8000 | .00 .00 .21 1.75 2.41 12.3000 | 1.84 1.22 1.00 .69 .49 12.8000 | .40 .36 .33 .29 .27 13.3000 | .25 .24 .24 .23 .22 13.8000 | .21 .20 .19 .18 .18 14.3000 | .17 .17 .16 .16 .16 14.8000 | .15 .15 .14 .14 .13 15.3000 | .13 .12 .12 .12 .11 15.8000 | .11 .10 .10 .09 .09 16.3000 | .09 .08 .08 .08 .08 16.8000 | .08 .07 .07 .07 .07 17.3000 | .07 .06 .06 .06 .06 17.8000 | .06 .05 .05 .05 .05 18.3000 | .05 .05 .05 .05 .05 18.8000 | .04 .04 .04 .04 .04 19.3000 | .04 .04 .04 .04 .04 19.8000 | .04 .04 .04 .04 .04 20.3000 | .04 .04 .03 .03 .03 20.8000 | .03 .03 .03 .03 .03 21.3000 | .03 .03 .03 .03 .03 21.8000 | .03 .03 .03 .03 .03 22.3000 | .03 .03 .03 .02 .02 22.8000 | .02 .02 .02 .02 .02 23.3000 | .02 .02 .02 .02 .02 23.8000 | .02 .02 .02 .02 .00 24.3000 | .00 .00 .00 .00 .00 24.8000 | .00 .00 .00 .00 .00 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Storm... TypeIII 24hr Tag: 2 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... DETENTION 1B OUT Tag: 2 Event: 2 yr Type.... Pond Routed HYG (total out) Page 13.07 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 25.3000 | .00 .00 .00 .00 .00 25.8000 | .00 .00 .00 .00 .00 26.3000 | .00 .00 .00 .00 .00 26.8000 | .00 .00 .00 .00 .00 27.3000 | .00 .00 .00 .00 .00 27.8000 | .00 .00 .00 .00 .00 28.3000 | .00 .00 .00 .00 .00 28.8000 | .00 .00 .00 .00 .00 29.3000 | .00 .00 .00 .00 .00 29.8000 | .00 .00 .00 .00 .00 30.3000 | .00 .00 .00 .00 .00 30.8000 | .00 .00 .00 .00 .00 31.3000 | .00 .00 .00 .00 .00 31.8000 | .00 .00 .00 .00 .00 32.3000 | .00 .00 .00 .00 .00 32.8000 | .00 .00 .00 .00 .00 33.3000 | .00 .00 .00 .00 .00 33.8000 | .00 .00 .00 .00 .00 34.3000 | .00 .00 .00 .00 .00 34.8000 | .00 .00 .00 .00 .00 35.3000 | .00 .00 .00 .00 .00 35.8000 | .00 .00 .00 .00 .00 36.3000 | .00 .00 .00 .00 .00 36.8000 | .00 .00 .00 .00 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Storm... TypeIII 24hr Tag: 10 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... DETENTION 1B OUT Tag: 10 Event: 10 yr Type.... Pond Routed HYG (total out) Page 13.08 POND ROUTED TOTAL OUTFLOW HYG... HYG file = HYG ID = DETENTION 1B OUT HYG Tag = 10 ----------------------------------- Peak Discharge = 4.89 cfs Time to Peak = 12.2000 hrs HYG Volume = 15052 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 8.3000 | .00 .00 .00 .00 .00 8.8000 | .00 .00 .00 .00 .00 9.3000 | .00 .00 .00 .00 .00 9.8000 | .00 .00 .00 .00 .00 10.3000 | .00 .00 .00 .00 .00 10.8000 | .00 .00 .00 .00 .00 11.3000 | .00 .28 .32 .36 .49 11.8000 | .82 1.29 1.80 3.55 4.89 12.3000 | 3.40 2.25 1.84 1.26 .87 12.8000 | .70 .65 .59 .54 .49 13.3000 | .46 .45 .43 .42 .40 13.8000 | .39 .37 .36 .34 .33 14.3000 | .32 .31 .30 .29 .29 14.8000 | .28 .27 .26 .25 .25 15.3000 | .24 .23 .22 .22 .21 15.8000 | .20 .19 .18 .18 .17 16.3000 | .16 .16 .16 .15 .15 16.8000 | .15 .14 .14 .14 .13 17.3000 | .13 .13 .12 .12 .11 17.8000 | .11 .11 .10 .10 .10 18.3000 | .10 .09 .09 .09 .09 18.8000 | .09 .09 .09 .09 .09 19.3000 | .08 .08 .08 .08 .08 19.8000 | .08 .08 .08 .08 .08 20.3000 | .07 .07 .07 .07 .07 20.8000 | .07 .07 .07 .07 .07 21.3000 | .07 .07 .07 .06 .06 21.8000 | .06 .06 .06 .06 .06 22.3000 | .06 .06 .06 .06 .06 22.8000 | .05 .05 .05 .05 .05 23.3000 | .05 .05 .05 .05 .05 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Storm... TypeIII 24hr Tag: 10 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... DETENTION 1B OUT Tag: 10 Event: 10 yr Type.... Pond Routed HYG (total out) Page 13.09 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 23.8000 | .05 .05 .04 .04 .01 24.3000 | .00 .00 .00 .00 .00 24.8000 | .00 .00 .00 .00 .00 25.3000 | .00 .00 .00 .00 .00 25.8000 | .00 .00 .00 .00 .00 26.3000 | .00 .00 .00 .00 .00 26.8000 | .00 .00 .00 .00 .00 27.3000 | .00 .00 .00 .00 .00 27.8000 | .00 .00 .00 .00 .00 28.3000 | .00 .00 .00 .00 .00 28.8000 | .00 .00 .00 .00 .00 29.3000 | .00 .00 .00 .00 .00 29.8000 | .00 .00 .00 .00 .00 30.3000 | .00 .00 .00 .00 .00 30.8000 | .00 .00 .00 .00 .00 31.3000 | .00 .00 .00 .00 .00 31.8000 | .00 .00 .00 .00 .00 32.3000 | .00 .00 .00 .00 .00 32.8000 | .00 .00 .00 .00 .00 33.3000 | .00 .00 .00 .00 .00 33.8000 | .00 .00 .00 .00 .00 34.3000 | .00 .00 .00 .00 .00 34.8000 | .00 .00 .00 .00 .00 35.3000 | .00 .00 .00 .00 .00 35.8000 | .00 .00 .00 .00 .00 36.3000 | .00 .00 .00 .00 .00 36.8000 | .00 .00 .00 .00 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Storm... TypeIII 24hr Tag: 25 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... DETENTION 1B OUT Tag: 25 Event: 25 yr Type.... Pond Routed HYG (total out) Page 13.10 POND ROUTED TOTAL OUTFLOW HYG... HYG file = HYG ID = DETENTION 1B OUT HYG Tag = 25 ----------------------------------- Peak Discharge = 6.90 cfs Time to Peak = 12.2000 hrs HYG Volume = 21932 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 7.3000 | .00 .00 .00 .00 .00 7.8000 | .00 .00 .00 .00 .00 8.3000 | .00 .00 .00 .00 .00 8.8000 | .00 .00 .00 .00 .00 9.3000 | .00 .00 .00 .00 .00 9.8000 | .00 .00 .00 .00 .00 10.3000 | .00 .00 .00 .13 .24 10.8000 | .25 .27 .29 .31 .34 11.3000 | .39 .45 .51 .58 .81 11.8000 | 1.28 1.95 2.70 5.14 6.90 12.3000 | 4.64 3.08 2.53 1.68 1.20 12.8000 | .95 .89 .80 .72 .66 13.3000 | .63 .61 .59 .57 .55 13.8000 | .53 .50 .48 .46 .44 14.3000 | .43 .42 .41 .40 .39 14.8000 | .38 .37 .36 .35 .34 15.3000 | .33 .31 .30 .29 .28 15.8000 | .27 .26 .25 .24 .23 16.3000 | .22 .22 .21 .21 .21 16.8000 | .20 .20 .19 .19 .18 17.3000 | .18 .17 .17 .16 .16 17.8000 | .15 .15 .14 .14 .13 18.3000 | .13 .13 .13 .13 .13 18.8000 | .13 .12 .12 .12 .12 19.3000 | .12 .12 .12 .11 .11 19.8000 | .11 .11 .11 .11 .11 20.3000 | .11 .10 .10 .10 .10 20.8000 | .10 .10 .10 .10 .10 21.3000 | .09 .09 .09 .09 .09 21.8000 | .09 .09 .09 .09 .08 22.3000 | .08 .08 .08 .08 .08 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Storm... TypeIII 24hr Tag: 25 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... DETENTION 1B OUT Tag: 25 Event: 25 yr Type.... Pond Routed HYG (total out) Page 13.11 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 22.8000 | .08 .08 .08 .08 .07 23.3000 | .07 .07 .07 .07 .07 23.8000 | .07 .07 .07 .06 .03 24.3000 | .00 .00 .00 .00 .00 24.8000 | .00 .00 .00 .00 .00 25.3000 | .00 .00 .00 .00 .00 25.8000 | .00 .00 .00 .00 .00 26.3000 | .00 .00 .00 .00 .00 26.8000 | .00 .00 .00 .00 .00 27.3000 | .00 .00 .00 .00 .00 27.8000 | .00 .00 .00 .00 .00 28.3000 | .00 .00 .00 .00 .00 28.8000 | .00 .00 .00 .00 .00 29.3000 | .00 .00 .00 .00 .00 29.8000 | .00 .00 .00 .00 .00 30.3000 | .00 .00 .00 .00 .00 30.8000 | .00 .00 .00 .00 .00 31.3000 | .00 .00 .00 .00 .00 31.8000 | .00 .00 .00 .00 .00 32.3000 | .00 .00 .00 .00 .00 32.8000 | .00 .00 .00 .00 .00 33.3000 | .00 .00 .00 .00 .00 33.8000 | .00 .00 .00 .00 .00 34.3000 | .00 .00 .00 .00 .00 34.8000 | .00 .00 .00 .00 .00 35.3000 | .00 .00 .00 .00 .00 35.8000 | .00 .00 .00 .00 .00 36.3000 | .00 .00 .00 .00 .00 36.8000 | .00 .00 .00 .00 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Storm... TypeIII 24hr Tag: 50 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... DETENTION 1B OUT Tag: 50 Event: 50 yr Type.... Pond Routed HYG (total out) Page 13.12 POND ROUTED TOTAL OUTFLOW HYG... HYG file = HYG ID = DETENTION 1B OUT HYG Tag = 50 ----------------------------------- Peak Discharge = 8.10 cfs Time to Peak = 12.2000 hrs HYG Volume = 28591 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 6.5000 | .00 .00 .00 .00 .00 7.0000 | .00 .00 .00 .00 .00 7.5000 | .00 .00 .00 .00 .00 8.0000 | .00 .00 .00 .00 .00 8.5000 | .00 .00 .00 .00 .00 9.0000 | .00 .00 .00 .00 .00 9.5000 | .00 .00 .00 .00 .00 10.0000 | .21 .22 .23 .25 .27 10.5000 | .29 .32 .34 .37 .39 11.0000 | .42 .44 .48 .55 .63 11.5000 | .73 .82 1.09 1.73 2.62 12.0000 | 3.54 6.69 8.10 6.89 3.27 12.5000 | 3.44 1.95 1.53 1.17 1.12 13.0000 | 1.00 .90 .82 .78 .75 13.5000 | .73 .70 .68 .65 .62 14.0000 | .60 .57 .55 .53 .52 14.5000 | .51 .50 .48 .47 .46 15.0000 | .44 .43 .42 .40 .39 15.5000 | .38 .37 .35 .34 .33 16.0000 | .31 .30 .29 .28 .27 16.5000 | .27 .26 .26 .25 .25 17.0000 | .24 .23 .23 .22 .22 17.5000 | .21 .20 .20 .19 .19 18.0000 | .18 .18 .17 .17 .17 18.5000 | .16 .16 .16 .16 .16 19.0000 | .16 .15 .15 .15 .15 19.5000 | .15 .14 .14 .14 .14 20.0000 | .14 .14 .13 .13 .13 20.5000 | .13 .13 .13 .13 .13 21.0000 | .12 .12 .12 .12 .12 21.5000 | .12 .12 .11 .11 .11 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Storm... TypeIII 24hr Tag: 50 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... DETENTION 1B OUT Tag: 50 Event: 50 yr Type.... Pond Routed HYG (total out) Page 13.13 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 22.0000 | .11 .11 .11 .11 .11 22.5000 | .10 .10 .10 .10 .10 23.0000 | .10 .10 .09 .09 .09 23.5000 | .09 .09 .09 .09 .09 24.0000 | .08 .08 .04 .00 .00 24.5000 | .00 .00 .00 .00 .00 25.0000 | .00 .00 .00 .00 .00 25.5000 | .00 .00 .00 .00 .00 26.0000 | .00 .00 .00 .00 .00 26.5000 | .00 .00 .00 .00 .00 27.0000 | .00 .00 .00 .00 .00 27.5000 | .00 .00 .00 .00 .00 28.0000 | .00 .00 .00 .00 .00 28.5000 | .00 .00 .00 .00 .00 29.0000 | .00 .00 .00 .00 .00 29.5000 | .00 .00 .00 .00 .00 30.0000 | .00 .00 .00 .00 .00 30.5000 | .00 .00 .00 .00 .00 31.0000 | .00 .00 .00 .00 .00 31.5000 | .00 .00 .00 .00 .00 32.0000 | .00 .00 .00 .00 .00 32.5000 | .00 .00 .00 .00 .00 33.0000 | .00 .00 .00 .00 .00 33.5000 | .00 .00 .00 .00 .00 34.0000 | .00 .00 .00 .00 .00 34.5000 | .00 .00 .00 .00 .00 35.0000 | .00 .00 .00 .00 .00 35.5000 | .00 .00 .00 .00 .00 36.0000 | .00 .00 .00 .00 .00 36.5000 | .00 .00 .00 .00 .00 37.0000 | .00 .00 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Storm... TypeIII 24hr Tag: 100 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... DETENTION 1B OUT Tag: 100 Event: 100 yr Type.... Pond Routed HYG (total out) Page 13.14 POND ROUTED TOTAL OUTFLOW HYG... HYG file = HYG ID = DETENTION 1B OUT HYG Tag = 100 ----------------------------------- Peak Discharge = 10.09 cfs Time to Peak = 12.2000 hrs HYG Volume = 36686 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 5.8000 | .00 .00 .00 .00 .00 6.3000 | .00 .00 .00 .00 .00 6.8000 | .00 .00 .00 .00 .00 7.3000 | .00 .00 .00 .00 .00 7.8000 | .00 .00 .00 .00 .00 8.3000 | .00 .00 .00 .00 .00 8.8000 | .00 .00 .00 .00 .00 9.3000 | .10 .22 .22 .24 .25 9.8000 | .27 .29 .30 .32 .34 10.3000 | .36 .39 .42 .45 .48 10.8000 | .51 .54 .58 .61 .67 11.3000 | .76 .86 .97 1.09 1.45 11.8000 | 2.31 3.40 4.58 7.95 10.09 12.3000 | 8.63 4.93 3.80 2.61 1.78 12.8000 | 1.48 1.36 1.23 1.11 1.01 13.3000 | .96 .93 .90 .87 .83 13.8000 | .80 .77 .73 .70 .67 14.3000 | .65 .64 .62 .61 .59 14.8000 | .58 .56 .55 .53 .51 15.3000 | .50 .48 .47 .45 .43 15.8000 | .42 .40 .39 .37 .36 16.3000 | .35 .34 .33 .32 .32 16.8000 | .31 .30 .30 .29 .28 17.3000 | .27 .27 .26 .25 .25 17.8000 | .24 .23 .22 .22 .21 18.3000 | .21 .21 .20 .20 .20 18.8000 | .20 .20 .19 .19 .19 19.3000 | .19 .18 .18 .18 .18 19.8000 | .18 .17 .17 .17 .17 20.3000 | .17 .16 .16 .16 .16 20.8000 | .16 .16 .15 .15 .15 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Storm... TypeIII 24hr Tag: 100 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... DETENTION 1B OUT Tag: 100 Event: 100 yr Type.... Pond Routed HYG (total out) Page 13.15 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 21.3000 | .15 .15 .15 .15 .14 21.8000 | .14 .14 .14 .14 .14 22.3000 | .13 .13 .13 .13 .13 22.8000 | .13 .12 .12 .12 .12 23.3000 | .12 .12 .11 .11 .11 23.8000 | .11 .11 .11 .10 .05 24.3000 | .00 .00 .00 .00 .00 24.8000 | .00 .00 .00 .00 .00 25.3000 | .00 .00 .00 .00 .00 25.8000 | .00 .00 .00 .00 .00 26.3000 | .00 .00 .00 .00 .00 26.8000 | .00 .00 .00 .00 .00 27.3000 | .00 .00 .00 .00 .00 27.8000 | .00 .00 .00 .00 .00 28.3000 | .00 .00 .00 .00 .00 28.8000 | .00 .00 .00 .00 .00 29.3000 | .00 .00 .00 .00 .00 29.8000 | .00 .00 .00 .00 .00 30.3000 | .00 .00 .00 .00 .00 30.8000 | .00 .00 .00 .00 .00 31.3000 | .00 .00 .00 .00 .00 31.8000 | .00 .00 .00 .00 .00 32.3000 | .00 .00 .00 .00 .00 32.8000 | .00 .00 .00 .00 .00 33.3000 | .00 .00 .00 .00 .00 33.8000 | .00 .00 .00 .00 .00 34.3000 | .00 .00 .00 .00 .00 34.8000 | .00 .00 .00 .00 .00 35.3000 | .00 .00 .00 .00 .00 35.8000 | .00 .00 .00 .00 .00 36.3000 | .00 .00 .00 .00 .00 36.8000 | .00 .00 .00 .00 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... INFIL 1A-2 Type.... Pond E-V-Q Table Page 13.16 LEVEL POOL ROUTING DATA HYG Dir = P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\ Inflow HYG file = NONE STORED - INFIL 1A-2 IN 1 Outflow HYG file = NONE STORED - INFIL 1A-2 OUT 1 Pond Node Data = INFIL 1A-2 Pond Volume Data = INFIL 1A-2 Pond Outlet Data = OCS-1A-2 Infiltration = .11 cfs INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 238.00 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .1000 hrs Elevation Outflow Storage Infilt. Q Total 2S/t + O ft cfs cu.ft cfs cfs cfs ------------------------------------------------------------------------------ 238.00 .00 0 .00 .00 .00 238.10 .00 215 .11 .11 1.30 238.20 .00 430 .11 .11 2.50 238.30 .00 645 .11 .11 3.69 238.40 .00 860 .11 .11 4.89 238.50 .00 1076 .11 .11 6.08 238.60 .00 1291 .11 .11 7.28 238.70 .00 1506 .11 .11 8.47 238.80 .00 1851 .11 .11 10.39 238.90 .00 2325 .11 .11 13.02 239.00 .00 2799 .11 .11 15.66 239.10 .00 3271 .11 .11 18.28 239.20 .00 3743 .11 .11 20.90 239.30 .00 4213 .11 .11 23.52 239.40 .00 4682 .11 .11 26.12 239.50 .00 5150 .11 .11 28.72 239.60 .00 5614 .11 .11 31.30 239.70 .00 6079 .11 .11 33.88 239.80 .00 6541 .11 .11 36.45 239.90 .00 7000 .11 .11 39.00 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... INFIL 1A-2 Type.... Pond E-V-Q Table Page 13.17 LEVEL POOL ROUTING DATA HYG Dir = P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\ Inflow HYG file = NONE STORED - INFIL 1A-2 IN 1 Outflow HYG file = NONE STORED - INFIL 1A-2 OUT 1 Pond Node Data = INFIL 1A-2 Pond Volume Data = INFIL 1A-2 Pond Outlet Data = OCS-1A-2 Infiltration = .11 cfs INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 238.00 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .1000 hrs Elevation Outflow Storage Infilt. Q Total 2S/t + O ft cfs cu.ft cfs cfs cfs ------------------------------------------------------------------------------ 240.00 .00 7460 .11 .11 41.55 240.10 .00 7914 .11 .11 44.08 240.20 .00 8368 .11 .11 46.60 240.30 .00 8820 .11 .11 49.11 240.40 .00 9268 .11 .11 51.60 240.50 .00 9717 .11 .11 54.09 240.60 .00 10159 .11 .11 56.55 240.70 .00 10601 .11 .11 59.00 240.80 .00 11039 .11 .11 61.44 240.90 .00 11473 .11 .11 63.85 241.00 .00 11907 .11 .11 66.26 241.10 .00 12333 .11 .11 68.62 241.20 .00 12758 .11 .11 70.99 241.30 .00 13180 .11 .11 73.33 241.40 .00 13596 .11 .11 75.64 241.50 .00 14013 .11 .11 77.96 241.60 .00 14419 .11 .11 80.21 241.70 .00 14825 .11 .11 82.47 241.80 .00 15225 .11 .11 84.69 241.90 .00 15620 .11 .11 86.89 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... INFIL 1A-2 Type.... Pond E-V-Q Table Page 13.18 LEVEL POOL ROUTING DATA HYG Dir = P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\ Inflow HYG file = NONE STORED - INFIL 1A-2 IN 1 Outflow HYG file = NONE STORED - INFIL 1A-2 OUT 1 Pond Node Data = INFIL 1A-2 Pond Volume Data = INFIL 1A-2 Pond Outlet Data = OCS-1A-2 Infiltration = .11 cfs INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 238.00 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .1000 hrs Elevation Outflow Storage Infilt. Q Total 2S/t + O ft cfs cu.ft cfs cfs cfs ------------------------------------------------------------------------------ 242.00 .00 16015 .11 .11 89.08 242.10 .00 16395 .11 .11 91.20 242.20 .00 16776 .11 .11 93.31 242.22 .00 16852 .11 .11 93.73 242.30 .05 17150 .11 .16 95.44 242.40 .27 17515 .11 .38 97.68 242.50 .64 17881 .11 .75 100.09 242.60 1.15 18229 .11 1.26 102.53 242.70 1.81 18576 .11 1.92 105.12 242.80 2.61 18913 .11 2.72 107.79 242.90 3.51 19239 .11 3.62 110.50 243.00 4.53 19564 .11 4.64 113.33 243.10 5.65 19860 .11 5.76 116.10 243.20 6.88 20156 .11 6.99 118.96 243.30 8.17 20427 .11 8.28 121.76 243.40 9.52 20673 .11 9.63 124.48 243.50 10.96 20920 .11 11.07 127.29 243.60 12.43 21146 .11 12.54 130.01 243.70 13.92 21372 .11 14.03 132.76 243.80 15.50 21592 .11 15.61 135.56 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... INFIL 1A-2 Type.... Pond E-V-Q Table Page 13.19 LEVEL POOL ROUTING DATA HYG Dir = P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\ Inflow HYG file = NONE STORED - INFIL 1A-2 IN 1 Outflow HYG file = NONE STORED - INFIL 1A-2 OUT 1 Pond Node Data = INFIL 1A-2 Pond Volume Data = INFIL 1A-2 Pond Outlet Data = OCS-1A-2 Infiltration = .11 cfs INITIAL CONDITIONS ---------------------------------- Starting WS Elev = 238.00 ft Starting Volume = 0 cu.ft Starting Outflow = .00 cfs Starting Infiltr. = .00 cfs Starting Total Qout= .00 cfs Time Increment = .1000 hrs Elevation Outflow Storage Infilt. Q Total 2S/t + O ft cfs cu.ft cfs cfs cfs ------------------------------------------------------------------------------ 243.90 16.40 21807 .11 16.51 137.66 244.00 17.26 22023 .11 17.37 139.72 244.10 17.75 22238 .11 17.86 141.40 244.20 17.92 22453 .11 18.03 142.77 244.30 18.10 22668 .11 18.20 144.14 244.40 18.26 22883 .11 18.37 145.50 244.50 18.44 23098 .11 18.54 146.87 244.60 18.73 23314 .11 18.84 148.36 244.70 19.13 23529 .11 19.24 149.95 244.75 19.34 23636 .11 19.45 150.77 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Storm... TypeIII 24hr Tag: 1 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... INFIL 1A-2 OUT Tag: 1 Event: 1 yr Type.... Pond Routed HYG (total out) Page 13.20 POND ROUTED TOTAL OUTFLOW HYG... HYG file = HYG ID = INFIL 1A-2 OUT HYG Tag = 1 ----------------------------------- ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 8.7000 | .00 .00 .00 .00 .00 9.2000 | .00 .00 .00 .00 .00 9.7000 | .00 .00 .00 .00 .00 10.2000 | .00 .00 .00 .00 .00 10.7000 | .00 .00 .00 .00 .00 11.2000 | .00 .00 .00 .00 .00 11.7000 | .00 .00 .00 .00 .00 12.2000 | .00 .00 .00 .00 .00 12.7000 | .00 .00 .00 .00 .00 13.2000 | .00 .00 .00 .00 .00 13.7000 | .00 .00 .00 .00 .00 14.2000 | .00 .00 .00 .00 .00 14.7000 | .00 .00 .00 .00 .00 15.2000 | .00 .00 .00 .00 .00 15.7000 | .00 .00 .00 .00 .00 16.2000 | .00 .00 .00 .00 .00 16.7000 | .00 .00 .00 .00 .00 17.2000 | .00 .00 .00 .00 .00 17.7000 | .00 .00 .00 .00 .00 18.2000 | .00 .00 .00 .00 .00 18.7000 | .00 .00 .00 .00 .00 19.2000 | .00 .00 .00 .00 .00 19.7000 | .00 .00 .00 .00 .00 20.2000 | .00 .00 .00 .00 .00 20.7000 | .00 .00 .00 .00 .00 21.2000 | .00 .00 .00 .00 .00 21.7000 | .00 .00 .00 .00 .00 22.2000 | .00 .00 .00 .00 .00 22.7000 | .00 .00 .00 .00 .00 23.2000 | .00 .00 .00 .00 .00 23.7000 | .00 .00 .00 .00 .00 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Storm... TypeIII 24hr Tag: 1 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... INFIL 1A-2 OUT Tag: 1 Event: 1 yr Type.... Pond Routed HYG (total out) Page 13.21 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 24.2000 | .00 .00 .00 .00 .00 24.7000 | .00 .00 .00 .00 .00 25.2000 | .00 .00 .00 .00 .00 25.7000 | .00 .00 .00 .00 .00 26.2000 | .00 .00 .00 .00 .00 26.7000 | .00 .00 .00 .00 .00 27.2000 | .00 .00 .00 .00 .00 27.7000 | .00 .00 .00 .00 .00 28.2000 | .00 .00 .00 .00 .00 28.7000 | .00 .00 .00 .00 .00 29.2000 | .00 .00 .00 .00 .00 29.7000 | .00 .00 .00 .00 .00 30.2000 | .00 .00 .00 .00 .00 30.7000 | .00 .00 .00 .00 .00 31.2000 | .00 .00 .00 .00 .00 31.7000 | .00 .00 .00 .00 .00 32.2000 | .00 .00 .00 .00 .00 32.7000 | .00 .00 .00 .00 .00 33.2000 | .00 .00 .00 .00 .00 33.7000 | .00 .00 .00 .00 .00 34.2000 | .00 .00 .00 .00 .00 34.7000 | .00 .00 .00 .00 .00 35.2000 | .00 .00 .00 .00 .00 35.7000 | .00 .00 .00 .00 .00 36.2000 | .00 .00 .00 .00 .00 36.7000 | .00 .00 .00 .00 .00 37.2000 | .00 .00 .00 .00 .00 37.7000 | .00 .00 .00 .00 .00 38.2000 | .00 .00 .00 .00 .00 38.7000 | .00 .00 .00 .00 .00 39.2000 | .00 .00 .00 .00 .00 39.7000 | .00 .00 .00 .00 .00 40.2000 | .00 .00 .00 .00 .00 40.7000 | .00 .00 .00 .00 .00 41.2000 | .00 .00 .00 .00 .00 41.7000 | .00 .00 .00 .00 .00 42.2000 | .00 .00 .00 .00 .00 42.7000 | .00 .00 .00 .00 .00 43.2000 | .00 .00 .00 .00 .00 43.7000 | .00 .00 .00 .00 .00 44.2000 | .00 .00 .00 .00 .00 44.7000 | .00 .00 .00 .00 .00 45.2000 | .00 .00 .00 .00 .00 45.7000 | .00 .00 .00 .00 .00 46.2000 | .00 .00 .00 .00 .00 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Storm... TypeIII 24hr Tag: 1 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... INFIL 1A-2 OUT Tag: 1 Event: 1 yr Type.... Pond Routed HYG (total out) Page 13.22 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 46.7000 | .00 .00 .00 .00 .00 47.2000 | .00 .00 .00 .00 .00 47.7000 | .00 .00 .00 .00 .00 48.2000 | .00 .00 .00 .00 .00 48.7000 | .00 .00 .00 .00 .00 49.2000 | .00 .00 .00 .00 .00 49.7000 | .00 .00 .00 .00 .00 50.2000 | .00 .00 .00 .00 .00 50.7000 | .00 .00 .00 .00 .00 51.2000 | .00 .00 .00 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Storm... TypeIII 24hr Tag: 2 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... INFIL 1A-2 OUT Tag: 2 Event: 2 yr Type.... Pond Routed HYG (total out) Page 13.23 POND ROUTED TOTAL OUTFLOW HYG... HYG file = HYG ID = INFIL 1A-2 OUT HYG Tag = 2 ----------------------------------- ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 7.9000 | .00 .00 .00 .00 .00 8.4000 | .00 .00 .00 .00 .00 8.9000 | .00 .00 .00 .00 .00 9.4000 | .00 .00 .00 .00 .00 9.9000 | .00 .00 .00 .00 .00 10.4000 | .00 .00 .00 .00 .00 10.9000 | .00 .00 .00 .00 .00 11.4000 | .00 .00 .00 .00 .00 11.9000 | .00 .00 .00 .00 .00 12.4000 | .00 .00 .00 .00 .00 12.9000 | .00 .00 .00 .00 .00 13.4000 | .00 .00 .00 .00 .00 13.9000 | .00 .00 .00 .00 .00 14.4000 | .00 .00 .00 .00 .00 14.9000 | .00 .00 .00 .00 .00 15.4000 | .00 .00 .00 .00 .00 15.9000 | .00 .00 .00 .00 .00 16.4000 | .00 .00 .00 .00 .00 16.9000 | .00 .00 .00 .00 .00 17.4000 | .00 .00 .00 .00 .00 17.9000 | .00 .00 .00 .00 .00 18.4000 | .00 .00 .00 .00 .00 18.9000 | .00 .00 .00 .00 .00 19.4000 | .00 .00 .00 .00 .00 19.9000 | .00 .00 .00 .00 .00 20.4000 | .00 .00 .00 .00 .00 20.9000 | .00 .00 .00 .00 .00 21.4000 | .00 .00 .00 .00 .00 21.9000 | .00 .00 .00 .00 .00 22.4000 | .00 .00 .00 .00 .00 22.9000 | .00 .00 .00 .00 .00 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Storm... TypeIII 24hr Tag: 2 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... INFIL 1A-2 OUT Tag: 2 Event: 2 yr Type.... Pond Routed HYG (total out) Page 13.24 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 23.4000 | .00 .00 .00 .00 .00 23.9000 | .00 .00 .00 .00 .00 24.4000 | .00 .00 .00 .00 .00 24.9000 | .00 .00 .00 .00 .00 25.4000 | .00 .00 .00 .00 .00 25.9000 | .00 .00 .00 .00 .00 26.4000 | .00 .00 .00 .00 .00 26.9000 | .00 .00 .00 .00 .00 27.4000 | .00 .00 .00 .00 .00 27.9000 | .00 .00 .00 .00 .00 28.4000 | .00 .00 .00 .00 .00 28.9000 | .00 .00 .00 .00 .00 29.4000 | .00 .00 .00 .00 .00 29.9000 | .00 .00 .00 .00 .00 30.4000 | .00 .00 .00 .00 .00 30.9000 | .00 .00 .00 .00 .00 31.4000 | .00 .00 .00 .00 .00 31.9000 | .00 .00 .00 .00 .00 32.4000 | .00 .00 .00 .00 .00 32.9000 | .00 .00 .00 .00 .00 33.4000 | .00 .00 .00 .00 .00 33.9000 | .00 .00 .00 .00 .00 34.4000 | .00 .00 .00 .00 .00 34.9000 | .00 .00 .00 .00 .00 35.4000 | .00 .00 .00 .00 .00 35.9000 | .00 .00 .00 .00 .00 36.4000 | .00 .00 .00 .00 .00 36.9000 | .00 .00 .00 .00 .00 37.4000 | .00 .00 .00 .00 .00 37.9000 | .00 .00 .00 .00 .00 38.4000 | .00 .00 .00 .00 .00 38.9000 | .00 .00 .00 .00 .00 39.4000 | .00 .00 .00 .00 .00 39.9000 | .00 .00 .00 .00 .00 40.4000 | .00 .00 .00 .00 .00 40.9000 | .00 .00 .00 .00 .00 41.4000 | .00 .00 .00 .00 .00 41.9000 | .00 .00 .00 .00 .00 42.4000 | .00 .00 .00 .00 .00 42.9000 | .00 .00 .00 .00 .00 43.4000 | .00 .00 .00 .00 .00 43.9000 | .00 .00 .00 .00 .00 44.4000 | .00 .00 .00 .00 .00 44.9000 | .00 .00 .00 .00 .00 45.4000 | .00 .00 .00 .00 .00 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Storm... TypeIII 24hr Tag: 2 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... INFIL 1A-2 OUT Tag: 2 Event: 2 yr Type.... Pond Routed HYG (total out) Page 13.25 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 45.9000 | .00 .00 .00 .00 .00 46.4000 | .00 .00 .00 .00 .00 46.9000 | .00 .00 .00 .00 .00 47.4000 | .00 .00 .00 .00 .00 47.9000 | .00 .00 .00 .00 .00 48.4000 | .00 .00 .00 .00 .00 48.9000 | .00 .00 .00 .00 .00 49.4000 | .00 .00 .00 .00 .00 49.9000 | .00 .00 .00 .00 .00 50.4000 | .00 .00 .00 .00 .00 50.9000 | .00 .00 .00 .00 .00 51.4000 | .00 .00 .00 .00 .00 51.9000 | .00 .00 .00 .00 .00 52.4000 | .00 .00 .00 .00 .00 52.9000 | .00 .00 .00 .00 .00 53.4000 | .00 .00 .00 .00 .00 53.9000 | .00 .00 .00 .00 .00 54.4000 | .00 .00 .00 .00 .00 54.9000 | .00 .00 .00 .00 .00 55.4000 | .00 .00 .00 .00 .00 55.9000 | .00 .00 .00 .00 .00 56.4000 | .00 .00 .00 .00 .00 56.9000 | .00 .00 .00 .00 .00 57.4000 | .00 .00 .00 .00 .00 57.9000 | .00 .00 .00 .00 .00 58.4000 | .00 .00 .00 .00 .00 58.9000 | .00 .00 .00 .00 .00 59.4000 | .00 .00 .00 .00 .00 59.9000 | .00 .00 .00 .00 .00 60.4000 | .00 .00 .00 .00 .00 60.9000 | .00 .00 .00 .00 .00 61.4000 | .00 .00 .00 .00 .00 61.9000 | .00 .00 .00 .00 .00 62.4000 | .00 .00 .00 .00 .00 62.9000 | .00 .00 .00 .00 .00 63.4000 | .00 .00 .00 .00 .00 63.9000 | .00 .00 .00 .00 .00 64.4000 | .00 .00 .00 .00 .00 64.9000 | .00 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Storm... TypeIII 24hr Tag: 10 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... INFIL 1A-2 OUT Tag: 10 Event: 10 yr Type.... Pond Routed HYG (total out) Page 13.26 POND ROUTED TOTAL OUTFLOW HYG... HYG file = HYG ID = INFIL 1A-2 OUT HYG Tag = 10 ----------------------------------- Peak Discharge = 2.45 cfs Time to Peak = 12.5000 hrs HYG Volume = 14338 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 6.2000 | .00 .00 .00 .00 .00 6.7000 | .00 .00 .00 .00 .00 7.2000 | .00 .00 .00 .00 .00 7.7000 | .00 .00 .00 .00 .00 8.2000 | .00 .00 .00 .00 .00 8.7000 | .00 .00 .00 .00 .00 9.2000 | .00 .00 .00 .00 .00 9.7000 | .00 .00 .00 .00 .00 10.2000 | .00 .00 .00 .00 .00 10.7000 | .00 .00 .00 .00 .00 11.2000 | .00 .00 .00 .00 .00 11.7000 | .00 .00 .00 .00 .00 12.2000 | .00 .03 1.42 2.45 2.32 12.7000 | 1.90 1.61 1.40 1.24 1.11 13.2000 | 1.02 .95 .90 .85 .81 13.7000 | .78 .74 .71 .68 .64 14.2000 | .62 .60 .58 .56 .55 14.7000 | .53 .51 .50 .48 .47 15.2000 | .45 .43 .42 .40 .39 15.7000 | .37 .35 .34 .32 .31 16.2000 | .29 .28 .27 .26 .26 16.7000 | .25 .24 .24 .23 .22 17.2000 | .22 .21 .20 .20 .19 17.7000 | .18 .18 .17 .16 .15 18.2000 | .15 .14 .14 .13 .13 18.7000 | .13 .12 .12 .12 .11 19.2000 | .11 .11 .11 .10 .10 19.7000 | .10 .10 .09 .09 .09 20.2000 | .09 .09 .08 .08 .08 20.7000 | .08 .08 .07 .07 .07 21.2000 | .07 .07 .07 .06 .06 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Storm... TypeIII 24hr Tag: 10 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... INFIL 1A-2 OUT Tag: 10 Event: 10 yr Type.... Pond Routed HYG (total out) Page 13.27 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 21.7000 | .06 .06 .06 .06 .05 22.2000 | .05 .05 .05 .05 .05 22.7000 | .05 .05 .05 .05 .05 23.2000 | .05 .04 .04 .04 .04 23.7000 | .04 .04 .04 .04 .03 24.2000 | .03 .02 .01 .00 .00 24.7000 | .00 .00 .00 .00 .00 25.2000 | .00 .00 .00 .00 .00 25.7000 | .00 .00 .00 .00 .00 26.2000 | .00 .00 .00 .00 .00 26.7000 | .00 .00 .00 .00 .00 27.2000 | .00 .00 .00 .00 .00 27.7000 | .00 .00 .00 .00 .00 28.2000 | .00 .00 .00 .00 .00 28.7000 | .00 .00 .00 .00 .00 29.2000 | .00 .00 .00 .00 .00 29.7000 | .00 .00 .00 .00 .00 30.2000 | .00 .00 .00 .00 .00 30.7000 | .00 .00 .00 .00 .00 31.2000 | .00 .00 .00 .00 .00 31.7000 | .00 .00 .00 .00 .00 32.2000 | .00 .00 .00 .00 .00 32.7000 | .00 .00 .00 .00 .00 33.2000 | .00 .00 .00 .00 .00 33.7000 | .00 .00 .00 .00 .00 34.2000 | .00 .00 .00 .00 .00 34.7000 | .00 .00 .00 .00 .00 35.2000 | .00 .00 .00 .00 .00 35.7000 | .00 .00 .00 .00 .00 36.2000 | .00 .00 .00 .00 .00 36.7000 | .00 .00 .00 .00 .00 37.2000 | .00 .00 .00 .00 .00 37.7000 | .00 .00 .00 .00 .00 38.2000 | .00 .00 .00 .00 .00 38.7000 | .00 .00 .00 .00 .00 39.2000 | .00 .00 .00 .00 .00 39.7000 | .00 .00 .00 .00 .00 40.2000 | .00 .00 .00 .00 .00 40.7000 | .00 .00 .00 .00 .00 41.2000 | .00 .00 .00 .00 .00 41.7000 | .00 .00 .00 .00 .00 42.2000 | .00 .00 .00 .00 .00 42.7000 | .00 .00 .00 .00 .00 43.2000 | .00 .00 .00 .00 .00 43.7000 | .00 .00 .00 .00 .00 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Storm... TypeIII 24hr Tag: 10 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... INFIL 1A-2 OUT Tag: 10 Event: 10 yr Type.... Pond Routed HYG (total out) Page 13.28 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 44.2000 | .00 .00 .00 .00 .00 44.7000 | .00 .00 .00 .00 .00 45.2000 | .00 .00 .00 .00 .00 45.7000 | .00 .00 .00 .00 .00 46.2000 | .00 .00 .00 .00 .00 46.7000 | .00 .00 .00 .00 .00 47.2000 | .00 .00 .00 .00 .00 47.7000 | .00 .00 .00 .00 .00 48.2000 | .00 .00 .00 .00 .00 48.7000 | .00 .00 .00 .00 .00 49.2000 | .00 .00 .00 .00 .00 49.7000 | .00 .00 .00 .00 .00 50.2000 | .00 .00 .00 .00 .00 50.7000 | .00 .00 .00 .00 .00 51.2000 | .00 .00 .00 .00 .00 51.7000 | .00 .00 .00 .00 .00 52.2000 | .00 .00 .00 .00 .00 52.7000 | .00 .00 .00 .00 .00 53.2000 | .00 .00 .00 .00 .00 53.7000 | .00 .00 .00 .00 .00 54.2000 | .00 .00 .00 .00 .00 54.7000 | .00 .00 .00 .00 .00 55.2000 | .00 .00 .00 .00 .00 55.7000 | .00 .00 .00 .00 .00 56.2000 | .00 .00 .00 .00 .00 56.7000 | .00 .00 .00 .00 .00 57.2000 | .00 .00 .00 .00 .00 57.7000 | .00 .00 .00 .00 .00 58.2000 | .00 .00 .00 .00 .00 58.7000 | .00 .00 .00 .00 .00 59.2000 | .00 .00 .00 .00 .00 59.7000 | .00 .00 .00 .00 .00 60.2000 | .00 .00 .00 .00 .00 60.7000 | .00 .00 .00 .00 .00 61.2000 | .00 .00 .00 .00 .00 61.7000 | .00 .00 .00 .00 .00 62.2000 | .00 .00 .00 .00 .00 62.7000 | .00 .00 .00 .00 .00 63.2000 | .00 .00 .00 .00 .00 63.7000 | .00 .00 .00 .00 .00 64.2000 | .00 .00 .00 .00 .00 64.7000 | .00 .00 .00 .00 .00 65.2000 | .00 .00 .00 .00 .00 65.7000 | .00 .00 .00 .00 .00 66.2000 | .00 .00 .00 .00 .00 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Storm... TypeIII 24hr Tag: 10 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... INFIL 1A-2 OUT Tag: 10 Event: 10 yr Type.... Pond Routed HYG (total out) Page 13.29 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 66.7000 | .00 .00 .00 .00 .00 67.2000 | .00 .00 .00 .00 .00 67.7000 | .00 .00 .00 .00 .00 68.2000 | .00 .00 .00 .00 .00 68.7000 | .00 .00 .00 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Storm... TypeIII 24hr Tag: 25 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... INFIL 1A-2 OUT Tag: 25 Event: 25 yr Type.... Pond Routed HYG (total out) Page 13.30 POND ROUTED TOTAL OUTFLOW HYG... HYG file = HYG ID = INFIL 1A-2 OUT HYG Tag = 25 ----------------------------------- Peak Discharge = 8.30 cfs Time to Peak = 12.3000 hrs HYG Volume = 27300 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 5.3000 | .00 .00 .00 .00 .00 5.8000 | .00 .00 .00 .00 .00 6.3000 | .00 .00 .00 .00 .00 6.8000 | .00 .00 .00 .00 .00 7.3000 | .00 .00 .00 .00 .00 7.8000 | .00 .00 .00 .00 .00 8.3000 | .00 .00 .00 .00 .00 8.8000 | .00 .00 .00 .00 .00 9.3000 | .00 .00 .00 .00 .00 9.8000 | .00 .00 .00 .00 .00 10.3000 | .00 .00 .00 .00 .00 10.8000 | .00 .00 .00 .00 .00 11.3000 | .00 .00 .00 .00 .00 11.8000 | .00 .00 .00 .04 6.72 12.3000 | 8.30 6.19 4.63 3.42 2.57 12.8000 | 2.11 1.82 1.63 1.46 1.33 13.3000 | 1.24 1.17 1.12 1.08 1.04 13.8000 | .99 .95 .91 .87 .83 14.3000 | .80 .77 .75 .73 .70 14.8000 | .68 .66 .64 .62 .61 15.3000 | .59 .57 .55 .53 .51 15.8000 | .49 .47 .45 .43 .41 16.3000 | .39 .38 .37 .36 .34 16.8000 | .33 .32 .31 .31 .30 17.3000 | .29 .28 .27 .26 .26 17.8000 | .25 .24 .23 .23 .22 18.3000 | .21 .21 .20 .20 .19 18.8000 | .19 .18 .18 .18 .17 19.3000 | .17 .17 .16 .16 .16 19.8000 | .16 .15 .15 .15 .14 20.3000 | .14 .14 .14 .13 .13 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Storm... TypeIII 24hr Tag: 25 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... INFIL 1A-2 OUT Tag: 25 Event: 25 yr Type.... Pond Routed HYG (total out) Page 13.31 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 20.8000 | .13 .13 .12 .12 .12 21.3000 | .12 .12 .11 .11 .11 21.8000 | .11 .11 .10 .10 .10 22.3000 | .10 .10 .09 .09 .09 22.8000 | .09 .09 .08 .08 .08 23.3000 | .08 .07 .07 .07 .07 23.8000 | .07 .06 .06 .05 .04 24.3000 | .04 .03 .02 .01 .00 24.8000 | .00 .00 .00 .00 .00 25.3000 | .00 .00 .00 .00 .00 25.8000 | .00 .00 .00 .00 .00 26.3000 | .00 .00 .00 .00 .00 26.8000 | .00 .00 .00 .00 .00 27.3000 | .00 .00 .00 .00 .00 27.8000 | .00 .00 .00 .00 .00 28.3000 | .00 .00 .00 .00 .00 28.8000 | .00 .00 .00 .00 .00 29.3000 | .00 .00 .00 .00 .00 29.8000 | .00 .00 .00 .00 .00 30.3000 | .00 .00 .00 .00 .00 30.8000 | .00 .00 .00 .00 .00 31.3000 | .00 .00 .00 .00 .00 31.8000 | .00 .00 .00 .00 .00 32.3000 | .00 .00 .00 .00 .00 32.8000 | .00 .00 .00 .00 .00 33.3000 | .00 .00 .00 .00 .00 33.8000 | .00 .00 .00 .00 .00 34.3000 | .00 .00 .00 .00 .00 34.8000 | .00 .00 .00 .00 .00 35.3000 | .00 .00 .00 .00 .00 35.8000 | .00 .00 .00 .00 .00 36.3000 | .00 .00 .00 .00 .00 36.8000 | .00 .00 .00 .00 .00 37.3000 | .00 .00 .00 .00 .00 37.8000 | .00 .00 .00 .00 .00 38.3000 | .00 .00 .00 .00 .00 38.8000 | .00 .00 .00 .00 .00 39.3000 | .00 .00 .00 .00 .00 39.8000 | .00 .00 .00 .00 .00 40.3000 | .00 .00 .00 .00 .00 40.8000 | .00 .00 .00 .00 .00 41.3000 | .00 .00 .00 .00 .00 41.8000 | .00 .00 .00 .00 .00 42.3000 | .00 .00 .00 .00 .00 42.8000 | .00 .00 .00 .00 .00 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Storm... TypeIII 24hr Tag: 25 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... INFIL 1A-2 OUT Tag: 25 Event: 25 yr Type.... Pond Routed HYG (total out) Page 13.32 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 43.3000 | .00 .00 .00 .00 .00 43.8000 | .00 .00 .00 .00 .00 44.3000 | .00 .00 .00 .00 .00 44.8000 | .00 .00 .00 .00 .00 45.3000 | .00 .00 .00 .00 .00 45.8000 | .00 .00 .00 .00 .00 46.3000 | .00 .00 .00 .00 .00 46.8000 | .00 .00 .00 .00 .00 47.3000 | .00 .00 .00 .00 .00 47.8000 | .00 .00 .00 .00 .00 48.3000 | .00 .00 .00 .00 .00 48.8000 | .00 .00 .00 .00 .00 49.3000 | .00 .00 .00 .00 .00 49.8000 | .00 .00 .00 .00 .00 50.3000 | .00 .00 .00 .00 .00 50.8000 | .00 .00 .00 .00 .00 51.3000 | .00 .00 .00 .00 .00 51.8000 | .00 .00 .00 .00 .00 52.3000 | .00 .00 .00 .00 .00 52.8000 | .00 .00 .00 .00 .00 53.3000 | .00 .00 .00 .00 .00 53.8000 | .00 .00 .00 .00 .00 54.3000 | .00 .00 .00 .00 .00 54.8000 | .00 .00 .00 .00 .00 55.3000 | .00 .00 .00 .00 .00 55.8000 | .00 .00 .00 .00 .00 56.3000 | .00 .00 .00 .00 .00 56.8000 | .00 .00 .00 .00 .00 57.3000 | .00 .00 .00 .00 .00 57.8000 | .00 .00 .00 .00 .00 58.3000 | .00 .00 .00 .00 .00 58.8000 | .00 .00 .00 .00 .00 59.3000 | .00 .00 .00 .00 .00 59.8000 | .00 .00 .00 .00 .00 60.3000 | .00 .00 .00 .00 .00 60.8000 | .00 .00 .00 .00 .00 61.3000 | .00 .00 .00 .00 .00 61.8000 | .00 .00 .00 .00 .00 62.3000 | .00 .00 .00 .00 .00 62.8000 | .00 .00 .00 .00 .00 63.3000 | .00 .00 .00 .00 .00 63.8000 | .00 .00 .00 .00 .00 64.3000 | .00 .00 .00 .00 .00 64.8000 | .00 .00 .00 .00 .00 65.3000 | .00 .00 .00 .00 .00 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Storm... TypeIII 24hr Tag: 25 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... INFIL 1A-2 OUT Tag: 25 Event: 25 yr Type.... Pond Routed HYG (total out) Page 13.33 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 65.8000 | .00 .00 .00 .00 .00 66.3000 | .00 .00 .00 .00 .00 66.8000 | .00 .00 .00 .00 .00 67.3000 | .00 .00 .00 .00 .00 67.8000 | .00 .00 .00 .00 .00 68.3000 | .00 .00 .00 .00 .00 68.8000 | .00 .00 .00 .00 .00 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Storm... TypeIII 24hr Tag: 50 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... INFIL 1A-2 OUT Tag: 50 Event: 50 yr Type.... Pond Routed HYG (total out) Page 13.34 POND ROUTED TOTAL OUTFLOW HYG... HYG file = HYG ID = INFIL 1A-2 OUT HYG Tag = 50 ----------------------------------- Peak Discharge = 14.88 cfs Time to Peak = 12.2000 hrs HYG Volume = 39708 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 4.6000 | .00 .00 .00 .00 .00 5.1000 | .00 .00 .00 .00 .00 5.6000 | .00 .00 .00 .00 .00 6.1000 | .00 .00 .00 .00 .00 6.6000 | .00 .00 .00 .00 .00 7.1000 | .00 .00 .00 .00 .00 7.6000 | .00 .00 .00 .00 .00 8.1000 | .00 .00 .00 .00 .00 8.6000 | .00 .00 .00 .00 .00 9.1000 | .00 .00 .00 .00 .00 9.6000 | .00 .00 .00 .00 .00 10.1000 | .00 .00 .00 .00 .00 10.6000 | .00 .00 .00 .00 .00 11.1000 | .00 .00 .00 .00 .00 11.6000 | .00 .00 .00 .00 .10 12.1000 | 10.06 14.88 10.02 7.38 5.56 12.6000 | 4.05 3.07 2.51 2.20 1.95 13.1000 | 1.76 1.62 1.52 1.44 1.37 13.6000 | 1.32 1.26 1.21 1.16 1.11 14.1000 | 1.07 1.03 .99 .96 .93 14.6000 | .90 .87 .85 .82 .80 15.1000 | .77 .75 .72 .70 .67 15.6000 | .65 .63 .61 .58 .56 16.1000 | .54 .52 .50 .48 .47 16.6000 | .45 .44 .43 .41 .40 17.1000 | .39 .38 .37 .36 .35 17.6000 | .34 .32 .31 .30 .29 18.1000 | .28 .27 .26 .26 .26 18.6000 | .25 .25 .24 .24 .24 19.1000 | .23 .23 .23 .22 .22 19.6000 | .22 .21 .21 .21 .20 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Storm... TypeIII 24hr Tag: 50 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... INFIL 1A-2 OUT Tag: 50 Event: 50 yr Type.... Pond Routed HYG (total out) Page 13.35 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 20.1000 | .20 .20 .19 .19 .19 20.6000 | .18 .18 .18 .18 .17 21.1000 | .17 .17 .17 .16 .16 21.6000 | .16 .16 .15 .15 .15 22.1000 | .15 .14 .14 .14 .13 22.6000 | .13 .13 .13 .12 .12 23.1000 | .12 .12 .11 .11 .11 23.6000 | .11 .10 .10 .10 .10 24.1000 | .08 .06 .04 .03 .03 24.6000 | .02 .01 .00 .00 .00 25.1000 | .00 .00 .00 .00 .00 25.6000 | .00 .00 .00 .00 .00 26.1000 | .00 .00 .00 .00 .00 26.6000 | .00 .00 .00 .00 .00 27.1000 | .00 .00 .00 .00 .00 27.6000 | .00 .00 .00 .00 .00 28.1000 | .00 .00 .00 .00 .00 28.6000 | .00 .00 .00 .00 .00 29.1000 | .00 .00 .00 .00 .00 29.6000 | .00 .00 .00 .00 .00 30.1000 | .00 .00 .00 .00 .00 30.6000 | .00 .00 .00 .00 .00 31.1000 | .00 .00 .00 .00 .00 31.6000 | .00 .00 .00 .00 .00 32.1000 | .00 .00 .00 .00 .00 32.6000 | .00 .00 .00 .00 .00 33.1000 | .00 .00 .00 .00 .00 33.6000 | .00 .00 .00 .00 .00 34.1000 | .00 .00 .00 .00 .00 34.6000 | .00 .00 .00 .00 .00 35.1000 | .00 .00 .00 .00 .00 35.6000 | .00 .00 .00 .00 .00 36.1000 | .00 .00 .00 .00 .00 36.6000 | .00 .00 .00 .00 .00 37.1000 | .00 .00 .00 .00 .00 37.6000 | .00 .00 .00 .00 .00 38.1000 | .00 .00 .00 .00 .00 38.6000 | .00 .00 .00 .00 .00 39.1000 | .00 .00 .00 .00 .00 39.6000 | .00 .00 .00 .00 .00 40.1000 | .00 .00 .00 .00 .00 40.6000 | .00 .00 .00 .00 .00 41.1000 | .00 .00 .00 .00 .00 41.6000 | .00 .00 .00 .00 .00 42.1000 | .00 .00 .00 .00 .00 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Storm... TypeIII 24hr Tag: 50 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... INFIL 1A-2 OUT Tag: 50 Event: 50 yr Type.... Pond Routed HYG (total out) Page 13.36 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 42.6000 | .00 .00 .00 .00 .00 43.1000 | .00 .00 .00 .00 .00 43.6000 | .00 .00 .00 .00 .00 44.1000 | .00 .00 .00 .00 .00 44.6000 | .00 .00 .00 .00 .00 45.1000 | .00 .00 .00 .00 .00 45.6000 | .00 .00 .00 .00 .00 46.1000 | .00 .00 .00 .00 .00 46.6000 | .00 .00 .00 .00 .00 47.1000 | .00 .00 .00 .00 .00 47.6000 | .00 .00 .00 .00 .00 48.1000 | .00 .00 .00 .00 .00 48.6000 | .00 .00 .00 .00 .00 49.1000 | .00 .00 .00 .00 .00 49.6000 | .00 .00 .00 .00 .00 50.1000 | .00 .00 .00 .00 .00 50.6000 | .00 .00 .00 .00 .00 51.1000 | .00 .00 .00 .00 .00 51.6000 | .00 .00 .00 .00 .00 52.1000 | .00 .00 .00 .00 .00 52.6000 | .00 .00 .00 .00 .00 53.1000 | .00 .00 .00 .00 .00 53.6000 | .00 .00 .00 .00 .00 54.1000 | .00 .00 .00 .00 .00 54.6000 | .00 .00 .00 .00 .00 55.1000 | .00 .00 .00 .00 .00 55.6000 | .00 .00 .00 .00 .00 56.1000 | .00 .00 .00 .00 .00 56.6000 | .00 .00 .00 .00 .00 57.1000 | .00 .00 .00 .00 .00 57.6000 | .00 .00 .00 .00 .00 58.1000 | .00 .00 .00 .00 .00 58.6000 | .00 .00 .00 .00 .00 59.1000 | .00 .00 .00 .00 .00 59.6000 | .00 .00 .00 .00 .00 60.1000 | .00 .00 .00 .00 .00 60.6000 | .00 .00 .00 .00 .00 61.1000 | .00 .00 .00 .00 .00 61.6000 | .00 .00 .00 .00 .00 62.1000 | .00 .00 .00 .00 .00 62.6000 | .00 .00 .00 .00 .00 63.1000 | .00 .00 .00 .00 .00 63.6000 | .00 .00 .00 .00 .00 64.1000 | .00 .00 .00 .00 .00 64.6000 | .00 .00 .00 .00 .00 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Storm... TypeIII 24hr Tag: 50 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... INFIL 1A-2 OUT Tag: 50 Event: 50 yr Type.... Pond Routed HYG (total out) Page 13.37 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 65.1000 | .00 .00 .00 .00 .00 65.6000 | .00 .00 .00 .00 .00 66.1000 | .00 .00 .00 .00 .00 66.6000 | .00 .00 .00 .00 .00 67.1000 | .00 .00 .00 .00 .00 67.6000 | .00 .00 .00 .00 .00 68.1000 | .00 .00 .00 .00 .00 68.6000 | .00 .00 .00 .00 .00 69.1000 | .00 .00 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Storm... TypeIII 24hr Tag: 100 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... INFIL 1A-2 OUT Tag: 100 Event: 100 yr Type.... Pond Routed HYG (total out) Page 13.38 POND ROUTED TOTAL OUTFLOW HYG... HYG file = HYG ID = INFIL 1A-2 OUT HYG Tag = 100 ----------------------------------- Peak Discharge = 17.84 cfs Time to Peak = 12.1000 hrs HYG Volume = 54649 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 4.0000 | .00 .00 .00 .00 .00 4.5000 | .00 .00 .00 .00 .00 5.0000 | .00 .00 .00 .00 .00 5.5000 | .00 .00 .00 .00 .00 6.0000 | .00 .00 .00 .00 .00 6.5000 | .00 .00 .00 .00 .00 7.0000 | .00 .00 .00 .00 .00 7.5000 | .00 .00 .00 .00 .00 8.0000 | .00 .00 .00 .00 .00 8.5000 | .00 .00 .00 .00 .00 9.0000 | .00 .00 .00 .00 .00 9.5000 | .00 .00 .00 .00 .00 10.0000 | .00 .00 .00 .00 .00 10.5000 | .00 .00 .00 .00 .00 11.0000 | .00 .00 .00 .00 .00 11.5000 | .00 .00 .00 .00 .94 12.0000 | 9.76 17.84 17.83 13.35 8.70 12.5000 | 6.59 4.78 3.62 3.00 2.62 13.0000 | 2.36 2.13 1.94 1.82 1.74 13.5000 | 1.67 1.61 1.54 1.48 1.42 14.0000 | 1.35 1.29 1.24 1.20 1.16 14.5000 | 1.13 1.10 1.07 1.04 1.01 15.0000 | .98 .95 .92 .89 .86 15.5000 | .83 .80 .77 .74 .71 16.0000 | .68 .65 .63 .61 .59 16.5000 | .58 .56 .55 .53 .52 17.0000 | .51 .49 .48 .47 .45 17.5000 | .44 .43 .41 .40 .39 18.0000 | .37 .36 .35 .34 .33 18.5000 | .32 .32 .31 .31 .30 19.0000 | .30 .29 .29 .29 .28 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Storm... TypeIII 24hr Tag: 100 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... INFIL 1A-2 OUT Tag: 100 Event: 100 yr Type.... Pond Routed HYG (total out) Page 13.39 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 19.5000 | .28 .27 .27 .27 .26 20.0000 | .26 .26 .25 .25 .25 20.5000 | .24 .24 .24 .24 .23 21.0000 | .23 .23 .22 .22 .22 21.5000 | .21 .21 .21 .21 .20 22.0000 | .20 .20 .19 .19 .19 22.5000 | .18 .18 .18 .17 .17 23.0000 | .17 .17 .16 .16 .16 23.5000 | .15 .15 .15 .14 .14 24.0000 | .14 .12 .09 .05 .04 24.5000 | .03 .02 .02 .01 .00 25.0000 | .00 .00 .00 .00 .00 25.5000 | .00 .00 .00 .00 .00 26.0000 | .00 .00 .00 .00 .00 26.5000 | .00 .00 .00 .00 .00 27.0000 | .00 .00 .00 .00 .00 27.5000 | .00 .00 .00 .00 .00 28.0000 | .00 .00 .00 .00 .00 28.5000 | .00 .00 .00 .00 .00 29.0000 | .00 .00 .00 .00 .00 29.5000 | .00 .00 .00 .00 .00 30.0000 | .00 .00 .00 .00 .00 30.5000 | .00 .00 .00 .00 .00 31.0000 | .00 .00 .00 .00 .00 31.5000 | .00 .00 .00 .00 .00 32.0000 | .00 .00 .00 .00 .00 32.5000 | .00 .00 .00 .00 .00 33.0000 | .00 .00 .00 .00 .00 33.5000 | .00 .00 .00 .00 .00 34.0000 | .00 .00 .00 .00 .00 34.5000 | .00 .00 .00 .00 .00 35.0000 | .00 .00 .00 .00 .00 35.5000 | .00 .00 .00 .00 .00 36.0000 | .00 .00 .00 .00 .00 36.5000 | .00 .00 .00 .00 .00 37.0000 | .00 .00 .00 .00 .00 37.5000 | .00 .00 .00 .00 .00 38.0000 | .00 .00 .00 .00 .00 38.5000 | .00 .00 .00 .00 .00 39.0000 | .00 .00 .00 .00 .00 39.5000 | .00 .00 .00 .00 .00 40.0000 | .00 .00 .00 .00 .00 40.5000 | .00 .00 .00 .00 .00 41.0000 | .00 .00 .00 .00 .00 41.5000 | .00 .00 .00 .00 .00 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Storm... TypeIII 24hr Tag: 100 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... INFIL 1A-2 OUT Tag: 100 Event: 100 yr Type.... Pond Routed HYG (total out) Page 13.40 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 42.0000 | .00 .00 .00 .00 .00 42.5000 | .00 .00 .00 .00 .00 43.0000 | .00 .00 .00 .00 .00 43.5000 | .00 .00 .00 .00 .00 44.0000 | .00 .00 .00 .00 .00 44.5000 | .00 .00 .00 .00 .00 45.0000 | .00 .00 .00 .00 .00 45.5000 | .00 .00 .00 .00 .00 46.0000 | .00 .00 .00 .00 .00 46.5000 | .00 .00 .00 .00 .00 47.0000 | .00 .00 .00 .00 .00 47.5000 | .00 .00 .00 .00 .00 48.0000 | .00 .00 .00 .00 .00 48.5000 | .00 .00 .00 .00 .00 49.0000 | .00 .00 .00 .00 .00 49.5000 | .00 .00 .00 .00 .00 50.0000 | .00 .00 .00 .00 .00 50.5000 | .00 .00 .00 .00 .00 51.0000 | .00 .00 .00 .00 .00 51.5000 | .00 .00 .00 .00 .00 52.0000 | .00 .00 .00 .00 .00 52.5000 | .00 .00 .00 .00 .00 53.0000 | .00 .00 .00 .00 .00 53.5000 | .00 .00 .00 .00 .00 54.0000 | .00 .00 .00 .00 .00 54.5000 | .00 .00 .00 .00 .00 55.0000 | .00 .00 .00 .00 .00 55.5000 | .00 .00 .00 .00 .00 56.0000 | .00 .00 .00 .00 .00 56.5000 | .00 .00 .00 .00 .00 57.0000 | .00 .00 .00 .00 .00 57.5000 | .00 .00 .00 .00 .00 58.0000 | .00 .00 .00 .00 .00 58.5000 | .00 .00 .00 .00 .00 59.0000 | .00 .00 .00 .00 .00 59.5000 | .00 .00 .00 .00 .00 60.0000 | .00 .00 .00 .00 .00 60.5000 | .00 .00 .00 .00 .00 61.0000 | .00 .00 .00 .00 .00 61.5000 | .00 .00 .00 .00 .00 62.0000 | .00 .00 .00 .00 .00 62.5000 | .00 .00 .00 .00 .00 63.0000 | .00 .00 .00 .00 .00 63.5000 | .00 .00 .00 .00 .00 64.0000 | .00 .00 .00 .00 .00 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Storm... TypeIII 24hr Tag: 100 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... INFIL 1A-2 OUT Tag: 100 Event: 100 yr Type.... Pond Routed HYG (total out) Page 13.41 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 64.5000 | .00 .00 .00 .00 .00 65.0000 | .00 .00 .00 .00 .00 65.5000 | .00 .00 .00 .00 .00 66.0000 | .00 .00 .00 .00 .00 66.5000 | .00 .00 .00 .00 .00 67.0000 | .00 .00 .00 .00 .00 67.5000 | .00 .00 .00 .00 .00 68.0000 | .00 .00 .00 .00 .00 68.5000 | .00 .00 .00 .00 .00 69.0000 | .00 .00 .00 .00 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Storm... TypeIII 24hr Tag: 1 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OCS-1A-2 Event: 1 yr Type.... Diverted Hydrograph Page 13.42 DIVERTED HYDROGRAPH... HYG file = HYG ID = OCS-1A-2 HYG Tag = 1 ----------------------------------- ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 8.7000 | .00 .00 .00 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Storm... TypeIII 24hr Tag: 2 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OCS-1A-2 Event: 2 yr Type.... Diverted Hydrograph Page 13.43 DIVERTED HYDROGRAPH... HYG file = HYG ID = OCS-1A-2 HYG Tag = 2 ----------------------------------- ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 7.9000 | .00 .00 .00 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Storm... TypeIII 24hr Tag: 10 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OCS-1A-2 Event: 10 yr Type.... Diverted Hydrograph Page 13.44 DIVERTED HYDROGRAPH... HYG file = HYG ID = OCS-1A-2 HYG Tag = 10 ----------------------------------- Peak Discharge = 2.45 cfs Time to Peak = 12.5000 hrs HYG Volume = 14338 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 12.2000 | .00 .03 1.42 2.45 2.32 12.7000 | 1.90 1.61 1.40 1.24 1.11 13.2000 | 1.02 .95 .90 .85 .81 13.7000 | .78 .74 .71 .68 .64 14.2000 | .62 .60 .58 .56 .55 14.7000 | .53 .51 .50 .48 .47 15.2000 | .45 .43 .42 .40 .39 15.7000 | .37 .35 .34 .32 .31 16.2000 | .29 .28 .27 .26 .26 16.7000 | .25 .24 .24 .23 .22 17.2000 | .22 .21 .20 .20 .19 17.7000 | .18 .18 .17 .16 .15 18.2000 | .15 .14 .14 .13 .13 18.7000 | .13 .12 .12 .12 .11 19.2000 | .11 .11 .11 .10 .10 19.7000 | .10 .10 .09 .09 .09 20.2000 | .09 .09 .08 .08 .08 20.7000 | .08 .08 .07 .07 .07 21.2000 | .07 .07 .07 .06 .06 21.7000 | .06 .06 .06 .06 .05 22.2000 | .05 .05 .05 .05 .05 22.7000 | .05 .05 .05 .05 .05 23.2000 | .05 .04 .04 .04 .04 23.7000 | .04 .04 .04 .04 .03 24.2000 | .03 .02 .01 .00 .00 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Storm... TypeIII 24hr Tag: 25 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OCS-1A-2 Event: 25 yr Type.... Diverted Hydrograph Page 13.45 DIVERTED HYDROGRAPH... HYG file = HYG ID = OCS-1A-2 HYG Tag = 25 ----------------------------------- Peak Discharge = 8.30 cfs Time to Peak = 12.3000 hrs HYG Volume = 27300 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 12.0000 | .00 .04 6.72 8.30 6.19 12.5000 | 4.63 3.42 2.57 2.11 1.82 13.0000 | 1.63 1.46 1.33 1.24 1.17 13.5000 | 1.12 1.08 1.04 .99 .95 14.0000 | .91 .87 .83 .80 .77 14.5000 | .75 .73 .70 .68 .66 15.0000 | .64 .62 .61 .59 .57 15.5000 | .55 .53 .51 .49 .47 16.0000 | .45 .43 .41 .39 .38 16.5000 | .37 .36 .34 .33 .32 17.0000 | .31 .31 .30 .29 .28 17.5000 | .27 .26 .26 .25 .24 18.0000 | .23 .23 .22 .21 .21 18.5000 | .20 .20 .19 .19 .18 19.0000 | .18 .18 .17 .17 .17 19.5000 | .16 .16 .16 .16 .15 20.0000 | .15 .15 .14 .14 .14 20.5000 | .14 .13 .13 .13 .13 21.0000 | .12 .12 .12 .12 .12 21.5000 | .11 .11 .11 .11 .11 22.0000 | .10 .10 .10 .10 .10 22.5000 | .09 .09 .09 .09 .09 23.0000 | .08 .08 .08 .08 .07 23.5000 | .07 .07 .07 .07 .06 24.0000 | .06 .05 .04 .04 .03 24.5000 | .02 .01 .00 .00 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Storm... TypeIII 24hr Tag: 50 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OCS-1A-2 Event: 50 yr Type.... Diverted Hydrograph Page 13.46 DIVERTED HYDROGRAPH... HYG file = HYG ID = OCS-1A-2 HYG Tag = 50 ----------------------------------- Peak Discharge = 14.88 cfs Time to Peak = 12.2000 hrs HYG Volume = 39708 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 11.9000 | .00 .10 10.06 14.88 10.02 12.4000 | 7.38 5.56 4.05 3.07 2.51 12.9000 | 2.20 1.95 1.76 1.62 1.52 13.4000 | 1.44 1.37 1.32 1.26 1.21 13.9000 | 1.16 1.11 1.07 1.03 .99 14.4000 | .96 .93 .90 .87 .85 14.9000 | .82 .80 .77 .75 .72 15.4000 | .70 .67 .65 .63 .61 15.9000 | .58 .56 .54 .52 .50 16.4000 | .48 .47 .45 .44 .43 16.9000 | .41 .40 .39 .38 .37 17.4000 | .36 .35 .34 .32 .31 17.9000 | .30 .29 .28 .27 .26 18.4000 | .26 .26 .25 .25 .24 18.9000 | .24 .24 .23 .23 .23 19.4000 | .22 .22 .22 .21 .21 19.9000 | .21 .20 .20 .20 .19 20.4000 | .19 .19 .18 .18 .18 20.9000 | .18 .17 .17 .17 .17 21.4000 | .16 .16 .16 .16 .15 21.9000 | .15 .15 .15 .14 .14 22.4000 | .14 .13 .13 .13 .13 22.9000 | .12 .12 .12 .12 .11 23.4000 | .11 .11 .11 .10 .10 23.9000 | .10 .10 .08 .06 .04 24.4000 | .03 .03 .02 .01 .00 24.9000 | .00 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Storm... TypeIII 24hr Tag: 100 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OCS-1A-2 Event: 100 yr Type.... Diverted Hydrograph Page 13.47 DIVERTED HYDROGRAPH... HYG file = HYG ID = OCS-1A-2 HYG Tag = 100 ----------------------------------- Peak Discharge = 17.84 cfs Time to Peak = 12.1000 hrs HYG Volume = 54649 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 11.8000 | .00 .94 9.76 17.84 17.83 12.3000 | 13.35 8.70 6.59 4.78 3.62 12.8000 | 3.00 2.62 2.36 2.13 1.94 13.3000 | 1.82 1.74 1.67 1.61 1.54 13.8000 | 1.48 1.42 1.35 1.29 1.24 14.3000 | 1.20 1.16 1.13 1.10 1.07 14.8000 | 1.04 1.01 .98 .95 .92 15.3000 | .89 .86 .83 .80 .77 15.8000 | .74 .71 .68 .65 .63 16.3000 | .61 .59 .58 .56 .55 16.8000 | .53 .52 .51 .49 .48 17.3000 | .47 .45 .44 .43 .41 17.8000 | .40 .39 .37 .36 .35 18.3000 | .34 .33 .32 .32 .31 18.8000 | .31 .30 .30 .29 .29 19.3000 | .29 .28 .28 .27 .27 19.8000 | .27 .26 .26 .26 .25 20.3000 | .25 .25 .24 .24 .24 20.8000 | .24 .23 .23 .23 .22 21.3000 | .22 .22 .21 .21 .21 21.8000 | .21 .20 .20 .20 .19 22.3000 | .19 .19 .18 .18 .18 22.8000 | .17 .17 .17 .17 .16 23.3000 | .16 .16 .15 .15 .15 23.8000 | .14 .14 .14 .12 .09 24.3000 | .05 .04 .03 .02 .02 24.8000 | .01 .00 .00 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Storm... TypeIII 24hr Tag: 1 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET 1B Event: 1 yr Type.... Diverted Hydrograph Page 13.48 DIVERTED HYDROGRAPH... HYG file = HYG ID = OUTLET 1B HYG Tag = 1 ----------------------------------- Peak Discharge = 1.76 cfs Time to Peak = 12.2000 hrs HYG Volume = 4322 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 12.1000 | .00 1.76 1.24 .87 .70 12.6000 | .51 .36 .28 .25 .23 13.1000 | .21 .19 .18 .17 .17 13.6000 | .16 .16 .15 .14 .14 14.1000 | .13 .13 .12 .12 .12 14.6000 | .11 .11 .11 .10 .10 15.1000 | .10 .09 .09 .09 .08 15.6000 | .08 .08 .07 .07 .07 16.1000 | .06 .06 .06 .06 .06 16.6000 | .05 .05 .05 .05 .05 17.1000 | .05 .05 .04 .04 .04 17.6000 | .04 .04 .04 .04 .03 18.1000 | .03 .03 .03 .03 .03 18.6000 | .03 .03 .03 .03 .03 19.1000 | .03 .03 .03 .03 .03 19.6000 | .02 .02 .02 .02 .02 20.1000 | .02 .02 .02 .02 .02 20.6000 | .02 .02 .02 .02 .02 21.1000 | .02 .02 .02 .02 .02 21.6000 | .02 .02 .02 .02 .02 22.1000 | .02 .02 .01 .01 .01 22.6000 | .01 .01 .01 .01 .01 23.1000 | .01 .01 .01 .01 .01 23.6000 | .01 .01 .01 .01 .01 24.1000 | .01 .00 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Storm... TypeIII 24hr Tag: 2 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET 1B Event: 2 yr Type.... Diverted Hydrograph Page 13.49 DIVERTED HYDROGRAPH... HYG file = HYG ID = OUTLET 1B HYG Tag = 2 ----------------------------------- Peak Discharge = 2.41 cfs Time to Peak = 12.2000 hrs HYG Volume = 6925 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 11.9000 | .00 .21 1.75 2.41 1.84 12.4000 | 1.22 1.00 .69 .49 .40 12.9000 | .36 .33 .29 .27 .25 13.4000 | .24 .24 .23 .22 .21 13.9000 | .20 .19 .18 .18 .17 14.4000 | .17 .16 .16 .16 .15 14.9000 | .15 .14 .14 .13 .13 15.4000 | .12 .12 .12 .11 .11 15.9000 | .10 .10 .09 .09 .09 16.4000 | .08 .08 .08 .08 .08 16.9000 | .07 .07 .07 .07 .07 17.4000 | .06 .06 .06 .06 .06 17.9000 | .05 .05 .05 .05 .05 18.4000 | .05 .05 .05 .05 .04 18.9000 | .04 .04 .04 .04 .04 19.4000 | .04 .04 .04 .04 .04 19.9000 | .04 .04 .04 .04 .04 20.4000 | .04 .03 .03 .03 .03 20.9000 | .03 .03 .03 .03 .03 21.4000 | .03 .03 .03 .03 .03 21.9000 | .03 .03 .03 .03 .03 22.4000 | .03 .03 .02 .02 .02 22.9000 | .02 .02 .02 .02 .02 23.4000 | .02 .02 .02 .02 .02 23.9000 | .02 .02 .02 .00 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Storm... TypeIII 24hr Tag: 10 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET 1B Event: 10 yr Type.... Diverted Hydrograph Page 13.50 DIVERTED HYDROGRAPH... HYG file = HYG ID = OUTLET 1B HYG Tag = 10 ----------------------------------- Peak Discharge = 4.89 cfs Time to Peak = 12.2000 hrs HYG Volume = 15052 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 11.3000 | .00 .28 .32 .36 .49 11.8000 | .82 1.29 1.80 3.55 4.89 12.3000 | 3.40 2.25 1.84 1.26 .87 12.8000 | .70 .65 .59 .54 .49 13.3000 | .46 .45 .43 .42 .40 13.8000 | .39 .37 .36 .34 .33 14.3000 | .32 .31 .30 .29 .29 14.8000 | .28 .27 .26 .25 .25 15.3000 | .24 .23 .22 .22 .21 15.8000 | .20 .19 .18 .18 .17 16.3000 | .16 .16 .16 .15 .15 16.8000 | .15 .14 .14 .14 .13 17.3000 | .13 .13 .12 .12 .11 17.8000 | .11 .11 .10 .10 .10 18.3000 | .10 .09 .09 .09 .09 18.8000 | .09 .09 .09 .09 .09 19.3000 | .08 .08 .08 .08 .08 19.8000 | .08 .08 .08 .08 .08 20.3000 | .07 .07 .07 .07 .07 20.8000 | .07 .07 .07 .07 .07 21.3000 | .07 .07 .07 .06 .06 21.8000 | .06 .06 .06 .06 .06 22.3000 | .06 .06 .06 .06 .06 22.8000 | .05 .05 .05 .05 .05 23.3000 | .05 .05 .05 .05 .05 23.8000 | .05 .05 .04 .04 .01 24.3000 | .00 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Storm... TypeIII 24hr Tag: 25 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET 1B Event: 25 yr Type.... Diverted Hydrograph Page 13.51 DIVERTED HYDROGRAPH... HYG file = HYG ID = OUTLET 1B HYG Tag = 25 ----------------------------------- Peak Discharge = 6.90 cfs Time to Peak = 12.2000 hrs HYG Volume = 21932 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 10.5000 | .00 .13 .24 .25 .27 11.0000 | .29 .31 .34 .39 .45 11.5000 | .51 .58 .81 1.28 1.95 12.0000 | 2.70 5.14 6.90 4.64 3.08 12.5000 | 2.53 1.68 1.20 .95 .89 13.0000 | .80 .72 .66 .63 .61 13.5000 | .59 .57 .55 .53 .50 14.0000 | .48 .46 .44 .43 .42 14.5000 | .41 .40 .39 .38 .37 15.0000 | .36 .35 .34 .33 .31 15.5000 | .30 .29 .28 .27 .26 16.0000 | .25 .24 .23 .22 .22 16.5000 | .21 .21 .21 .20 .20 17.0000 | .19 .19 .18 .18 .17 17.5000 | .17 .16 .16 .15 .15 18.0000 | .14 .14 .13 .13 .13 18.5000 | .13 .13 .13 .13 .12 19.0000 | .12 .12 .12 .12 .12 19.5000 | .12 .11 .11 .11 .11 20.0000 | .11 .11 .11 .11 .10 20.5000 | .10 .10 .10 .10 .10 21.0000 | .10 .10 .10 .09 .09 21.5000 | .09 .09 .09 .09 .09 22.0000 | .09 .09 .08 .08 .08 22.5000 | .08 .08 .08 .08 .08 23.0000 | .08 .08 .07 .07 .07 23.5000 | .07 .07 .07 .07 .07 24.0000 | .07 .06 .03 .00 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Storm... TypeIII 24hr Tag: 50 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET 1B Event: 50 yr Type.... Diverted Hydrograph Page 13.52 DIVERTED HYDROGRAPH... HYG file = HYG ID = OUTLET 1B HYG Tag = 50 ----------------------------------- Peak Discharge = 8.10 cfs Time to Peak = 12.2000 hrs HYG Volume = 28591 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 9.9000 | .00 .21 .22 .23 .25 10.4000 | .27 .29 .32 .34 .37 10.9000 | .39 .42 .44 .48 .55 11.4000 | .63 .73 .82 1.09 1.73 11.9000 | 2.62 3.54 6.69 8.10 6.89 12.4000 | 3.27 3.44 1.95 1.53 1.17 12.9000 | 1.12 1.00 .90 .82 .78 13.4000 | .75 .73 .70 .68 .65 13.9000 | .62 .60 .57 .55 .53 14.4000 | .52 .51 .50 .48 .47 14.9000 | .46 .44 .43 .42 .40 15.4000 | .39 .38 .37 .35 .34 15.9000 | .33 .31 .30 .29 .28 16.4000 | .27 .27 .26 .26 .25 16.9000 | .25 .24 .23 .23 .22 17.4000 | .22 .21 .20 .20 .19 17.9000 | .19 .18 .18 .17 .17 18.4000 | .17 .16 .16 .16 .16 18.9000 | .16 .16 .15 .15 .15 19.4000 | .15 .15 .14 .14 .14 19.9000 | .14 .14 .14 .13 .13 20.4000 | .13 .13 .13 .13 .13 20.9000 | .13 .12 .12 .12 .12 21.4000 | .12 .12 .12 .11 .11 21.9000 | .11 .11 .11 .11 .11 22.4000 | .11 .10 .10 .10 .10 22.9000 | .10 .10 .10 .09 .09 23.4000 | .09 .09 .09 .09 .09 23.9000 | .09 .08 .08 .04 .00 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Storm... TypeIII 24hr Tag: 100 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET 1B Event: 100 yr Type.... Diverted Hydrograph Page 13.53 DIVERTED HYDROGRAPH... HYG file = HYG ID = OUTLET 1B HYG Tag = 100 ----------------------------------- Peak Discharge = 10.09 cfs Time to Peak = 12.2000 hrs HYG Volume = 36686 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 9.2000 | .00 .10 .22 .22 .24 9.7000 | .25 .27 .29 .30 .32 10.2000 | .34 .36 .39 .42 .45 10.7000 | .48 .51 .54 .58 .61 11.2000 | .67 .76 .86 .97 1.09 11.7000 | 1.45 2.31 3.40 4.58 7.95 12.2000 | 10.09 8.63 4.93 3.80 2.61 12.7000 | 1.78 1.48 1.36 1.23 1.11 13.2000 | 1.01 .96 .93 .90 .87 13.7000 | .83 .80 .77 .73 .70 14.2000 | .67 .65 .64 .62 .61 14.7000 | .59 .58 .56 .55 .53 15.2000 | .51 .50 .48 .47 .45 15.7000 | .43 .42 .40 .39 .37 16.2000 | .36 .35 .34 .33 .32 16.7000 | .32 .31 .30 .30 .29 17.2000 | .28 .27 .27 .26 .25 17.7000 | .25 .24 .23 .22 .22 18.2000 | .21 .21 .21 .20 .20 18.7000 | .20 .20 .20 .19 .19 19.2000 | .19 .19 .18 .18 .18 19.7000 | .18 .18 .17 .17 .17 20.2000 | .17 .17 .16 .16 .16 20.7000 | .16 .16 .16 .15 .15 21.2000 | .15 .15 .15 .15 .15 21.7000 | .14 .14 .14 .14 .14 22.2000 | .14 .13 .13 .13 .13 22.7000 | .13 .13 .12 .12 .12 23.2000 | .12 .12 .12 .11 .11 23.7000 | .11 .11 .11 .11 .10 24.2000 | .05 .00 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Storm... TypeIII 24hr Tag: 1 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 2 Event: 1 yr Type.... Diverted Hydrograph Page 13.54 DIVERTED HYDROGRAPH... HYG file = HYG ID = OUTLET DET 2 HYG Tag = 1 ----------------------------------- Peak Discharge = 22.27 cfs Time to Peak = 12.5000 hrs HYG Volume = 178390 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 7.7000 | .00 .00 .00 .00 .00 8.2000 | .01 .01 .01 .02 .03 8.7000 | .04 .06 .09 .11 .14 9.2000 | .17 .20 .23 .26 .30 9.7000 | .34 .38 .43 .47 .52 10.2000 | .57 .62 .68 .74 .82 10.7000 | .89 .98 1.07 1.16 1.26 11.2000 | 1.37 1.51 1.68 1.89 2.15 11.7000 | 2.55 3.25 4.45 6.45 9.79 12.2000 | 14.44 18.62 21.25 22.27 21.60 12.7000 | 19.72 17.30 14.64 12.43 10.76 13.2000 | 9.50 8.53 7.79 7.22 6.78 13.7000 | 6.43 6.13 5.88 5.65 5.44 14.2000 | 5.24 5.05 4.87 4.71 4.56 14.7000 | 4.43 4.31 4.19 4.08 3.97 15.2000 | 3.86 3.75 3.65 3.55 3.44 15.7000 | 3.34 3.24 3.14 3.04 2.94 16.2000 | 2.85 2.75 2.67 2.59 2.52 16.7000 | 2.45 2.39 2.34 2.29 2.24 17.2000 | 2.19 2.14 2.09 2.04 1.99 17.7000 | 1.95 1.90 1.85 1.81 1.76 18.2000 | 1.72 1.67 1.64 1.60 1.57 18.7000 | 1.54 1.52 1.50 1.48 1.46 19.2000 | 1.44 1.42 1.40 1.38 1.36 19.7000 | 1.35 1.33 1.31 1.30 1.28 20.2000 | 1.27 1.25 1.24 1.22 1.21 20.7000 | 1.20 1.19 1.17 1.16 1.15 21.2000 | 1.14 1.13 1.12 1.11 1.10 21.7000 | 1.09 1.08 1.07 1.06 1.05 22.2000 | 1.04 1.03 1.02 1.01 1.00 22.7000 | .99 .98 .97 .96 .95 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Storm... TypeIII 24hr Tag: 1 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 2 Event: 1 yr Type.... Diverted Hydrograph Page 13.55 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 23.2000 | .94 .93 .92 .91 .90 23.7000 | .89 .88 .87 .86 .84 24.2000 | .80 .71 .61 .51 .42 24.7000 | .35 .30 .27 .25 .23 25.2000 | .21 .20 .19 .18 .17 25.7000 | .16 .15 .14 .14 .13 26.2000 | .13 .12 .11 .11 .10 26.7000 | .10 .10 .09 .09 .09 27.2000 | .09 .08 .08 .08 .08 27.7000 | .07 .07 .07 .07 .07 28.2000 | .07 .06 .06 .06 .06 28.7000 | .06 .06 .06 .05 .05 29.2000 | .05 .05 .05 .05 .05 29.7000 | .04 .04 .04 .04 .04 30.2000 | .04 .04 .04 .04 .04 30.7000 | .04 .03 .03 .03 .03 31.2000 | .03 .03 .03 .03 .03 31.7000 | .03 .03 .03 .03 .02 32.2000 | .02 .02 .02 .02 .02 32.7000 | .02 .02 .02 .02 .02 33.2000 | .02 .02 .02 .02 .02 33.7000 | .02 .02 .02 .01 .01 34.2000 | .01 .01 .01 .01 .01 34.7000 | .01 .01 .01 .01 .01 35.2000 | .01 .01 .01 .01 .01 35.7000 | .01 .01 .01 .01 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Storm... TypeIII 24hr Tag: 2 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 2 Event: 2 yr Type.... Diverted Hydrograph Page 13.56 DIVERTED HYDROGRAPH... HYG file = HYG ID = OUTLET DET 2 HYG Tag = 2 ----------------------------------- Peak Discharge = 32.25 cfs Time to Peak = 12.5000 hrs HYG Volume = 249291 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 6.8000 | .00 .00 .00 .00 .00 7.3000 | .00 .01 .01 .01 .02 7.8000 | .03 .04 .06 .08 .10 8.3000 | .12 .15 .18 .21 .24 8.8000 | .27 .31 .35 .39 .43 9.3000 | .48 .53 .58 .63 .69 9.8000 | .75 .81 .87 .94 1.01 10.3000 | 1.08 1.16 1.26 1.36 1.47 10.8000 | 1.59 1.71 1.84 1.98 2.13 11.3000 | 2.32 2.55 2.85 3.22 3.78 11.8000 | 4.75 6.42 9.16 13.65 19.76 12.3000 | 26.03 30.61 32.25 31.25 28.52 12.8000 | 25.03 21.56 18.55 16.07 13.98 13.3000 | 12.51 11.42 10.59 9.92 9.37 13.8000 | 8.90 8.50 8.13 7.79 7.46 14.3000 | 7.15 6.86 6.59 6.34 6.10 14.8000 | 5.89 5.69 5.51 5.33 5.17 15.3000 | 5.00 4.84 4.69 4.54 4.39 15.8000 | 4.24 4.10 3.96 3.82 3.69 16.3000 | 3.56 3.44 3.33 3.24 3.15 16.8000 | 3.07 3.00 2.92 2.85 2.78 17.3000 | 2.72 2.65 2.59 2.53 2.46 17.8000 | 2.41 2.35 2.29 2.23 2.18 18.3000 | 2.12 2.07 2.03 1.99 1.96 18.8000 | 1.93 1.90 1.87 1.85 1.82 19.3000 | 1.80 1.78 1.75 1.73 1.71 19.8000 | 1.69 1.67 1.65 1.63 1.61 20.3000 | 1.59 1.58 1.56 1.54 1.53 20.8000 | 1.51 1.49 1.48 1.46 1.45 21.3000 | 1.44 1.42 1.41 1.39 1.38 21.8000 | 1.37 1.35 1.34 1.33 1.31 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Storm... TypeIII 24hr Tag: 2 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 2 Event: 2 yr Type.... Diverted Hydrograph Page 13.57 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 22.3000 | 1.30 1.29 1.27 1.26 1.25 22.8000 | 1.23 1.22 1.21 1.19 1.18 23.3000 | 1.17 1.16 1.14 1.13 1.12 23.8000 | 1.11 1.10 1.08 1.06 1.01 24.3000 | .90 .77 .64 .53 .44 24.8000 | .38 .33 .30 .27 .25 25.3000 | .23 .22 .21 .20 .19 25.8000 | .18 .17 .16 .15 .15 26.3000 | .14 .13 .13 .12 .12 26.8000 | .11 .11 .10 .10 .09 27.3000 | .09 .09 .09 .08 .08 27.8000 | .08 .08 .08 .07 .07 28.3000 | .07 .07 .07 .07 .06 28.8000 | .06 .06 .06 .06 .06 29.3000 | .05 .05 .05 .05 .05 29.8000 | .05 .05 .05 .04 .04 30.3000 | .04 .04 .04 .04 .04 30.8000 | .04 .04 .04 .03 .03 31.3000 | .03 .03 .03 .03 .03 31.8000 | .03 .03 .03 .03 .03 32.3000 | .03 .02 .02 .02 .02 32.8000 | .02 .02 .02 .02 .02 33.3000 | .02 .02 .02 .02 .02 33.8000 | .02 .02 .02 .02 .02 34.3000 | .02 .01 .01 .01 .01 34.8000 | .01 .01 .01 .01 .01 35.3000 | .01 .01 .01 .01 .01 35.8000 | .01 .01 .01 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Storm... TypeIII 24hr Tag: 10 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 2 Event: 10 yr Type.... Diverted Hydrograph Page 13.58 DIVERTED HYDROGRAPH... HYG file = HYG ID = OUTLET DET 2 HYG Tag = 10 ----------------------------------- Peak Discharge = 70.56 cfs Time to Peak = 12.5000 hrs HYG Volume = 471743 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 5.2000 | .00 .00 .00 .00 .00 5.7000 | .01 .01 .01 .02 .03 6.2000 | .05 .06 .08 .10 .12 6.7000 | .15 .17 .20 .23 .25 7.2000 | .28 .32 .35 .38 .42 7.7000 | .46 .49 .53 .57 .62 8.2000 | .66 .71 .76 .82 .88 8.7000 | .95 1.03 1.11 1.19 1.28 9.2000 | 1.37 1.46 1.56 1.66 1.77 9.7000 | 1.88 1.99 2.10 2.22 2.34 10.2000 | 2.47 2.61 2.76 2.93 3.12 10.7000 | 3.32 3.54 3.76 4.00 4.24 11.2000 | 4.51 4.85 5.27 5.80 6.48 11.7000 | 7.50 9.34 12.81 18.65 27.19 12.2000 | 37.81 50.20 65.42 70.56 67.14 12.7000 | 59.22 50.28 42.95 37.90 32.27 13.2000 | 26.35 22.25 19.51 17.73 16.46 13.7000 | 15.43 14.69 14.08 13.55 13.06 14.2000 | 12.59 12.15 11.73 11.35 11.01 14.7000 | 10.69 10.40 10.11 9.82 9.54 15.2000 | 9.26 8.97 8.70 8.42 8.16 15.7000 | 7.89 7.63 7.37 7.11 6.85 16.2000 | 6.60 6.35 6.11 5.89 5.69 16.7000 | 5.51 5.35 5.20 5.06 4.92 17.2000 | 4.79 4.67 4.54 4.42 4.31 17.7000 | 4.19 4.08 3.97 3.86 3.76 18.2000 | 3.65 3.56 3.47 3.39 3.32 18.7000 | 3.26 3.20 3.15 3.10 3.06 19.2000 | 3.02 2.97 2.94 2.90 2.86 19.7000 | 2.82 2.79 2.75 2.72 2.68 20.2000 | 2.65 2.62 2.59 2.56 2.53 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Storm... TypeIII 24hr Tag: 10 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 2 Event: 10 yr Type.... Diverted Hydrograph Page 13.59 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 20.7000 | 2.50 2.48 2.45 2.43 2.40 21.2000 | 2.38 2.36 2.33 2.31 2.29 21.7000 | 2.26 2.24 2.22 2.20 2.17 22.2000 | 2.15 2.13 2.11 2.08 2.06 22.7000 | 2.04 2.02 2.00 1.98 1.95 23.2000 | 1.93 1.91 1.89 1.87 1.84 23.7000 | 1.82 1.80 1.78 1.76 1.72 24.2000 | 1.63 1.46 1.24 1.02 .84 24.7000 | .70 .59 .52 .46 .42 25.2000 | .38 .35 .32 .30 .28 25.7000 | .26 .25 .23 .22 .21 26.2000 | .20 .19 .18 .17 .17 26.7000 | .16 .15 .14 .14 .13 27.2000 | .13 .12 .11 .11 .10 27.7000 | .10 .10 .09 .09 .09 28.2000 | .09 .08 .08 .08 .08 28.7000 | .08 .07 .07 .07 .07 29.2000 | .07 .06 .06 .06 .06 29.7000 | .06 .06 .06 .05 .05 30.2000 | .05 .05 .05 .05 .05 30.7000 | .04 .04 .04 .04 .04 31.2000 | .04 .04 .04 .04 .04 31.7000 | .04 .03 .03 .03 .03 32.2000 | .03 .03 .03 .03 .03 32.7000 | .03 .03 .03 .03 .02 33.2000 | .02 .02 .02 .02 .02 33.7000 | .02 .02 .02 .02 .02 34.2000 | .02 .02 .02 .02 .02 34.7000 | .02 .02 .02 .02 .01 35.2000 | .01 .01 .01 .01 .01 35.7000 | .01 .01 .01 .01 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Storm... TypeIII 24hr Tag: 25 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 2 Event: 25 yr Type.... Diverted Hydrograph Page 13.60 DIVERTED HYDROGRAPH... HYG file = HYG ID = OUTLET DET 2 HYG Tag = 25 ----------------------------------- Peak Discharge = 101.33 cfs Time to Peak = 12.5000 hrs HYG Volume = 653082 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 4.3000 | .00 .00 .00 .00 .00 4.8000 | .01 .01 .02 .03 .04 5.3000 | .06 .08 .10 .13 .15 5.8000 | .18 .20 .23 .25 .28 6.3000 | .31 .34 .37 .40 .44 6.8000 | .48 .52 .56 .60 .65 7.3000 | .70 .75 .80 .85 .91 7.8000 | .96 1.02 1.08 1.14 1.21 8.3000 | 1.28 1.35 1.44 1.53 1.64 8.8000 | 1.75 1.86 1.98 2.11 2.24 9.3000 | 2.37 2.51 2.65 2.80 2.95 9.8000 | 3.10 3.26 3.42 3.58 3.76 10.3000 | 3.94 4.15 4.38 4.64 4.91 10.8000 | 5.20 5.51 5.82 6.15 6.53 11.3000 | 7.05 7.82 8.89 10.29 12.36 11.8000 | 15.70 20.44 27.63 38.83 59.84 12.3000 | 86.27 99.53 101.33 95.29 85.22 12.8000 | 72.46 59.03 48.25 41.45 36.37 13.3000 | 31.02 26.06 22.72 20.46 18.92 13.8000 | 17.86 17.08 16.42 15.80 15.27 14.3000 | 14.79 14.34 13.92 13.54 13.19 14.8000 | 12.85 12.51 12.18 11.86 11.55 15.3000 | 11.25 10.95 10.66 10.36 10.06 15.8000 | 9.76 9.45 9.13 8.82 8.52 16.3000 | 8.23 7.96 7.70 7.47 7.26 16.8000 | 7.05 6.85 6.66 6.47 6.29 17.3000 | 6.11 5.93 5.77 5.60 5.45 17.8000 | 5.31 5.16 5.02 4.88 4.74 18.3000 | 4.61 4.50 4.39 4.30 4.22 18.8000 | 4.14 4.07 4.01 3.95 3.90 19.3000 | 3.84 3.79 3.74 3.69 3.65 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Storm... TypeIII 24hr Tag: 25 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 2 Event: 25 yr Type.... Diverted Hydrograph Page 13.61 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 19.8000 | 3.60 3.56 3.51 3.47 3.43 20.3000 | 3.38 3.35 3.31 3.27 3.24 20.8000 | 3.20 3.17 3.14 3.11 3.08 21.3000 | 3.05 3.02 2.99 2.96 2.92 21.8000 | 2.90 2.87 2.84 2.81 2.78 22.3000 | 2.75 2.72 2.69 2.66 2.63 22.8000 | 2.61 2.58 2.55 2.52 2.49 23.3000 | 2.46 2.44 2.41 2.38 2.36 23.8000 | 2.33 2.30 2.27 2.23 2.11 24.3000 | 1.89 1.60 1.32 1.08 .90 24.8000 | .76 .66 .58 .52 .47 25.3000 | .43 .40 .37 .34 .32 25.8000 | .30 .28 .26 .25 .24 26.3000 | .22 .21 .20 .19 .18 26.8000 | .18 .17 .16 .15 .15 27.3000 | .14 .13 .13 .12 .11 27.8000 | .11 .10 .10 .10 .09 28.3000 | .09 .09 .09 .08 .08 28.8000 | .08 .08 .08 .07 .07 29.3000 | .07 .07 .07 .06 .06 29.8000 | .06 .06 .06 .06 .06 30.3000 | .05 .05 .05 .05 .05 30.8000 | .05 .05 .04 .04 .04 31.3000 | .04 .04 .04 .04 .04 31.8000 | .04 .04 .04 .03 .03 32.3000 | .03 .03 .03 .03 .03 32.8000 | .03 .03 .03 .03 .03 33.3000 | .03 .02 .02 .02 .02 33.8000 | .02 .02 .02 .02 .02 34.3000 | .02 .02 .02 .02 .02 34.8000 | .02 .02 .02 .02 .02 35.3000 | .02 .01 .01 .01 .01 35.8000 | .01 .01 .01 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Storm... TypeIII 24hr Tag: 50 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 2 Event: 50 yr Type.... Diverted Hydrograph Page 13.62 DIVERTED HYDROGRAPH... HYG file = HYG ID = OUTLET DET 2 HYG Tag = 50 ----------------------------------- Peak Discharge = 130.76 cfs Time to Peak = 12.5000 hrs HYG Volume = 824956 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 3.8000 | .00 .00 .00 .00 .01 4.3000 | .01 .02 .03 .05 .07 4.8000 | .10 .13 .15 .19 .22 5.3000 | .25 .28 .31 .34 .38 5.8000 | .41 .44 .47 .51 .54 6.3000 | .58 .62 .66 .71 .76 6.8000 | .81 .86 .92 .98 1.05 7.3000 | 1.11 1.18 1.24 1.31 1.39 7.8000 | 1.46 1.54 1.61 1.69 1.78 8.3000 | 1.87 1.97 2.08 2.20 2.34 8.8000 | 2.48 2.63 2.79 2.95 3.11 9.3000 | 3.29 3.46 3.64 3.83 4.02 9.8000 | 4.21 4.40 4.60 4.81 5.02 10.3000 | 5.25 5.51 5.80 6.12 6.52 10.8000 | 7.04 7.67 8.40 9.20 10.08 11.3000 | 11.11 12.32 13.75 15.42 17.63 11.8000 | 21.00 26.59 36.07 53.40 86.40 12.3000 | 114.53 130.58 130.76 119.59 103.49 12.8000 | 88.31 74.53 61.04 50.01 42.71 13.3000 | 38.07 33.36 28.63 25.24 22.90 13.8000 | 21.24 20.02 19.04 18.24 17.61 14.3000 | 17.07 16.57 16.08 15.67 15.30 14.8000 | 14.94 14.60 14.25 13.92 13.58 15.3000 | 13.25 12.91 12.56 12.22 11.88 15.8000 | 11.54 11.20 10.87 10.54 10.21 16.3000 | 9.89 9.58 9.29 9.02 8.77 16.8000 | 8.53 8.31 8.09 7.89 7.68 17.3000 | 7.49 7.29 7.09 6.90 6.71 17.8000 | 6.52 6.33 6.14 5.95 5.77 18.3000 | 5.61 5.46 5.34 5.23 5.13 18.8000 | 5.03 4.95 4.87 4.80 4.73 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Storm... TypeIII 24hr Tag: 50 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 2 Event: 50 yr Type.... Diverted Hydrograph Page 13.63 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 19.3000 | 4.66 4.60 4.53 4.47 4.41 19.8000 | 4.36 4.30 4.25 4.20 4.14 20.3000 | 4.09 4.05 4.00 3.96 3.92 20.8000 | 3.88 3.84 3.80 3.76 3.72 21.3000 | 3.69 3.65 3.61 3.58 3.54 21.8000 | 3.50 3.47 3.43 3.40 3.36 22.3000 | 3.33 3.29 3.26 3.22 3.19 22.8000 | 3.16 3.12 3.09 3.06 3.02 23.3000 | 2.99 2.95 2.92 2.89 2.85 23.8000 | 2.82 2.78 2.75 2.69 2.54 24.3000 | 2.27 1.93 1.59 1.30 1.08 24.8000 | .91 .79 .69 .61 .55 25.3000 | .50 .46 .42 .39 .37 25.8000 | .34 .32 .30 .28 .26 26.3000 | .25 .24 .22 .21 .20 26.8000 | .19 .18 .18 .17 .16 27.3000 | .15 .15 .14 .13 .13 27.8000 | .12 .12 .11 .10 .10 28.3000 | .10 .09 .09 .09 .09 28.8000 | .08 .08 .08 .08 .08 29.3000 | .07 .07 .07 .07 .07 29.8000 | .06 .06 .06 .06 .06 30.3000 | .06 .06 .05 .05 .05 30.8000 | .05 .05 .05 .05 .05 31.3000 | .04 .04 .04 .04 .04 31.8000 | .04 .04 .04 .04 .04 32.3000 | .03 .03 .03 .03 .03 32.8000 | .03 .03 .03 .03 .03 33.3000 | .03 .03 .03 .02 .02 33.8000 | .02 .02 .02 .02 .02 34.3000 | .02 .02 .02 .02 .02 34.8000 | .02 .02 .02 .02 .02 35.3000 | .02 .02 .02 .01 .01 35.8000 | .01 .01 .01 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Storm... TypeIII 24hr Tag: 100 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 2 Event: 100 yr Type.... Diverted Hydrograph Page 13.64 DIVERTED HYDROGRAPH... HYG file = HYG ID = OUTLET DET 2 HYG Tag = 100 ----------------------------------- Peak Discharge = 168.15 cfs Time to Peak = 12.4000 hrs HYG Volume = 1030812 cu.ft ----------------------------------- HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 3.3000 | .00 .00 .00 .01 .01 3.8000 | .02 .03 .04 .07 .10 4.3000 | .13 .17 .21 .24 .28 4.8000 | .32 .36 .40 .44 .48 5.3000 | .52 .56 .60 .64 .69 5.8000 | .73 .77 .81 .86 .90 6.3000 | .95 1.00 1.06 1.12 1.18 6.8000 | 1.25 1.33 1.40 1.48 1.57 7.3000 | 1.65 1.74 1.82 1.92 2.01 7.8000 | 2.10 2.20 2.30 2.40 2.50 8.3000 | 2.62 2.75 2.89 3.05 3.22 8.8000 | 3.40 3.60 3.79 4.00 4.21 9.3000 | 4.42 4.64 4.87 5.10 5.33 9.8000 | 5.57 5.81 6.08 6.41 6.84 10.3000 | 7.38 8.02 8.74 9.53 10.36 10.8000 | 11.22 12.09 12.96 13.82 14.71 11.3000 | 15.73 16.94 18.27 19.99 22.52 11.8000 | 26.68 34.65 47.60 77.45 114.98 12.3000 | 150.45 168.15 165.14 148.35 126.05 12.8000 | 104.41 87.40 73.70 60.95 50.64 13.3000 | 43.62 39.38 35.39 31.59 28.18 13.8000 | 25.84 24.14 22.80 21.67 20.71 14.3000 | 19.88 19.14 18.51 18.00 17.58 14.8000 | 17.21 16.86 16.49 16.12 15.76 15.3000 | 15.41 15.05 14.69 14.32 13.95 15.8000 | 13.57 13.20 12.81 12.41 12.03 16.3000 | 11.66 11.32 11.01 10.73 10.47 16.8000 | 10.21 9.97 9.73 9.48 9.25 17.3000 | 9.01 8.79 8.57 8.35 8.13 17.8000 | 7.92 7.71 7.50 7.29 7.08 18.3000 | 6.88 6.70 6.53 6.38 6.24 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Storm... TypeIII 24hr Tag: 100 File.... P:\2016\16222\DRAINAGE\Pondpack\2019-05-10_rb\16222-PDA-rb.ppw Name.... OUTLET DET 2 Event: 100 yr Type.... Diverted Hydrograph Page 13.65 HYDROGRAPH ORDINATES (cfs) Time | Output Time increment = .1000 hrs hrs | Time on left represents time for first value in each row. ---------|-------------------------------------------------------------- 18.8000 | 6.12 6.00 5.90 5.80 5.72 19.3000 | 5.63 5.55 5.48 5.41 5.34 19.8000 | 5.27 5.20 5.13 5.07 5.00 20.3000 | 4.94 4.88 4.83 4.78 4.72 20.8000 | 4.67 4.62 4.58 4.53 4.48 21.3000 | 4.44 4.39 4.35 4.31 4.26 21.8000 | 4.22 4.18 4.14 4.09 4.05 22.3000 | 4.01 3.97 3.93 3.89 3.85 22.8000 | 3.81 3.76 3.72 3.68 3.64 23.3000 | 3.60 3.56 3.52 3.48 3.44 23.8000 | 3.40 3.35 3.31 3.24 3.06 24.3000 | 2.74 2.32 1.89 1.54 1.27 24.8000 | 1.08 .92 .81 .72 .64 25.3000 | .58 .53 .48 .45 .42 25.8000 | .39 .36 .34 .32 .30 26.3000 | .28 .26 .25 .23 .22 26.8000 | .21 .20 .19 .18 .17 27.3000 | .17 .16 .15 .14 .14 27.8000 | .13 .13 .12 .11 .11 28.3000 | .10 .10 .10 .09 .09 28.8000 | .09 .09 .08 .08 .08 29.3000 | .08 .08 .07 .07 .07 29.8000 | .07 .07 .06 .06 .06 30.3000 | .06 .06 .06 .06 .05 30.8000 | .05 .05 .05 .05 .05 31.3000 | .05 .04 .04 .04 .04 31.8000 | .04 .04 .04 .04 .04 32.3000 | .04 .04 .03 .03 .03 32.8000 | .03 .03 .03 .03 .03 33.3000 | .03 .03 .03 .03 .03 33.8000 | .02 .02 .02 .02 .02 34.3000 | .02 .02 .02 .02 .02 34.8000 | .02 .02 .02 .02 .02 35.3000 | .02 .02 .02 .02 .02 35.8000 | .01 .01 .01 S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. Index of Starting Page Numbers for ID Names Appendix A A-1 ----- B ----- 8.53, 8.57, 8.61, 8.65, 8.69 BYPASS... 3.01, 4.01, 5.03, 5.05, OUTLET DET 2... 12.380, 12.383, 5.07, 5.09, 5.11, 5.13 13.54, 13.56, 13.58, 13.60, 13.62, 13.64 ----- D ----- DESIGN POINT 1 1... 7.01, 7.04, ----- P ----- 7.07, 7.10, 7.13, 7.16 PDA-1A-1... 3.05, 4.02, 5.15, 5.17, DESIGN POINT 2 1... 7.19, 7.21, 5.19, 5.21, 5.23, 5.25 7.23, 7.25, 7.28, 7.31 PDA-1A-2... 3.09, 4.03, 5.27, 5.29, DETENTION 1B... 11.01, 13.01, 13.02, 5.31, 5.33, 5.35, 5.37 9.01, 10.01, 9.03, 10.03, 9.05, PDA-1A-3... 3.13, 4.04, 5.39, 5.40, 10.05, 9.07, 10.07, 9.09, 10.09, 5.42, 5.44, 5.46, 5.48 9.11, 10.11, 13.04, 13.06, 13.08, PDA-1B... 3.16, 4.05, 5.50, 5.51, 13.10, 13.12, 13.14 5.52, 5.54, 5.56, 5.58 PDA-1D... 3.19, 4.06, 5.60, 5.62, ----- E ----- 5.64, 5.66, 5.68, 5.70 EX DET 1... 11.02, 9.13, 10.13, PDA-1E... 3.21, 4.07, 5.72, 5.73, 9.15, 10.15, 9.17, 10.17, 9.19, 5.75, 5.77, 5.79, 5.81 10.19, 9.21, 10.21, 9.23, 10.23 PDA-1F... 3.24, 4.08, 5.83, 5.85, EX DET 1 IN 1... 8.01, 8.03, 5.87, 5.89, 5.91, 5.93 8.05, 8.07, 8.09, 8.11 PDA-2... 3.28, 4.09, 5.95, 5.96, EX DET 1 OUT 1... 8.13, 8.15, 5.97, 5.99, 5.101, 5.103 8.17, 8.19, 8.21, 8.23 PDA-STREAM... 3.31, 4.10, 5.105, EX DET 2... 11.03, 9.25, 10.25, 5.106, 5.107, 5.109, 5.111, 5.113, 9.27, 10.27, 9.29, 10.29, 9.31, 6.01, 6.02, 6.03, 6.05, 6.07, 10.31, 9.33, 10.33, 9.35, 10.35 6.09, 6.11, 6.13, 6.15, 6.17, EX DET 2 IN 1... 8.25, 8.27, 6.19, 6.21 8.29, 8.31, 8.33, 8.35 EX DET 2 OUT 1... 8.37, 8.39, ----- R ----- 8.41, 8.43, 8.45, 8.47 Rye Brook... 2.01, 2.03 ----- I ----- ----- W ----- INFIL 1A-2... 11.04, 13.16, 9.37, Watershed... 1.01 10.37, 9.39, 10.39, 9.42, 10.42, 9.45, 10.45, 9.48, 10.48, 9.51, 10.51, 13.20, 13.23, 13.26, 13.30, 13.34, 13.38 ----- J ----- JUNC 1B 1... 7.34, 7.36, 7.38, 7.41, 7.44, 7.47 JUNC 1F 1... 7.50, 7.53, 7.56, 7.59, 7.62, 7.65 ----- O ----- OCS-1A-2... 12.01, 12.04, 13.42, 13.43, 13.44, 13.45, 13.46, 13.47 Outlet 1B... 12.06, 12.10, 13.48, 13.49, 13.50, 13.51, 13.52, 13.53 OUTLET DET 1... 12.11, 12.16, 8.49, S/N: Bentley PondPack (10.01.04.00) 5:02 PM 5/13/2019 Bentley Systems, Inc. APPENDIX C NYSDEC STORMWATER SIZING CALCULATIONS JMC Project:16222 Design Point:1 Drainage Area: SYMBOL P A IE IN %I RV WQV VALUE 1.5 16.028 5.003 1.981 43.57 0.442163714 38,589 UNITS In Ac Ac Ac % CF CF A I Ac Ac SYMBOL P A IEA IN %I RV WQV VALUE 1.5 16.03 1.25 1.98 20.16 0.231468368 20,201 UNITS In Ac Ac Ac % CF CF 38,589 CF 20,201 CF 21,147 CF -946 CF Provided Runoff Reduction Volume Net Water Quality Treatment Volume Required FOR REDEVELOPMENT PROJECTS Existing Impervious Area Initial Water Quality Treatment Volume Runoff Reduction Techniques (Area) Adjusted Water Quality Treatment Volume from Runoff Reduction Techniques Adjusted Existing Imp. Area (25%) Runoff Coefficient Total Required WQ Volume Net Water Quality Treatment Volume = Adjusted WQv - Provided RRv Initial Water Quality Treatment Volume Adjusted Water Quality Treatment Volume Stream Daylighting TOTAL DESCRIPTION Total Area Impervious Area Percent Impervious SYMBOL Conservation of Natural Areas Sheetflow to Riparian Buffers or Filter Strips Vegetated Swale Tree Planting / Tree Pit Disconnection of Rooftop Runoff UNITS DESCRIPTION Design Storm Area New Impervious Area WATER QUALITY VOLUME WORKSHEET 900 King Street PDA-1A-2 DESCRIPTION Design Storm Area New Impervious Area Percent Impervious Runoff Coefficient Total Required WQ Volume Date Printed: 5/14/2019 RUNOFF REDUCTION VOLUME WORKSHEET JMC Project:16222 Design Point:1 900 King Street Drainage Area: Total Water Quality Treatment Volume DESCRIPTION SYMBOL VALUE UNITS Initial Water Quality Volume WQV 38,206 CF Adjusted Water Quality Volume WQV 20,201 CF Minimum Runoff Reduction Volume DESCRIPTION SYMBOL VALUE UNITS Design Storm [90% Rainfall Event Number] or [1-yr Storm Depth]P 1.5 In Total Area of new Impervious Cover Aic 6.984 Ac Hydrologic Soil Group (HSG) Specific Reduction Factor S 0.30 Runoff Coefficient [0.05 + 0.009 x %I]RV 0.95 CF Impervious Cover targeted for Runoff Reduction [S x Aic] Ai 2.10 Ac TOTAL VOLUME Required [RRV = (P x RV x Ai) / 12]RRV 10,838 CF Runoff Reduction Techniques (Volume) GREEN INFRASTRUCTURE PRACTICE / SMP SYMBOL VALUE UNITS INFILTRATION SYSTEM 1A-2 RRV 21,147 CF RRV CF RRV CF RRV CF RRV CF RRV CF RRV CF RRV CF RRV CF RRV CF RRV CF TOTAL RRV 21,147 CF Is Total RR V > Adjusted WQ V ? Is Total RR V > Minimum RR V ? PDA-1A-2 YES Runoff Reduction YES Date Printed: 5/14/2019 New York State Stormwater Management Design Manual Chapter 4: Unified Stormwater Sizing Criteria Section 4.1 Introduction Chapter 4:Unified Stormwater SizingCriteria 1 Channel protection, overbank flood, and extreme storm requirements may be waived in some instances if the conditions specified in this chapter are met. For SMPs involving dams, follow Appendix A, Guidelines for Design of Dams for safe passage of the design flood. 2 For required sizing criteria in redevelopment projects and phosphorus limited watersheds refer to Chapters 9 and 10, respectively. Table 4.1 New York Stormwater Sizing Criteria1 Water Quality Volume (WQV)Water Qualility 90% Rule: WQv(acre-feet)= [(P)(Rv)(A)] /12 Rv = 0.05+0.009(I) I = Impervious Cover (Percent) P(inch)= 90% Rainfall Event Number (See Figure 4.1)2 A = site area in acres Runoff Reduction Volume(RRv) RRv (acre-feet)=Reduction of the total WQv by application of runoff reduction techniques and standard SMPs with RRv capacity to replicate pre- development hydrology. The minimum required RRv is defined as the Specified Reduction Factor (S), provided objective technical justification is documented. Channel Protection Volume(Cpv) Default Criterion: Cpv(acre-feet)= 24 hour extended detention of post-developed 1-year, 24-hour storm event; remaining after runoff reduction.Where site conditions allow, Runoff reduction of total CPv ,is encouraged tion for Sites Larger than 50 Acres: Distributed Runoff Control -geomorphic assessment to determine the bankfull channel characteristics and thresholds for channel stability and bedload movement. Overbank Flood (Qp)Qp(cfs)=Control the peak discharge from the 10-year storm to 10-year predevelopment rates. Extreme Storm (Qf)h Qf(cfs)=Control the peak discharge from the 100-year storm to 100-year predevelopment rates. Safely pass the 100-year storm event. Alternative method (WQv): Design, construct, and maintain systems sized to capture, reduce, reuse, treat, and manage rainfall on-site, and prevent the off-site discharge of the precipitation from all rainfall events less than or equal to the 95th percentile rainfall event, computed by an acceptable continuous simulation model. 4-1 New York State Stormwater Management Design Manual Chapter 4: Unified Stormwater Sizing Criteria Section 4.1 Introduction Section 4.1 Introduction This chapter presents a unified approach for sizing green infrastructure for runoff reduction and SMPs to meet pollutant removal goals, reduce channel erosion, prevent overbank flooding, and help control extreme floods. For a summary, please consult Table 4.1 below. The remaining sections describe the sizing criteria in detail and present guidance on how to properly compute and apply the required reduction and storage volumes. Section 4.2 Water Quality Volume (WQv) The Water Quality Volume (denoted as the WQv) is intended to improve water quality by capturing and treating runoff from small, frequent storm events that tend to contain higher pollutant levels. New York has defined the WQv as the volume of runoff generated from the entire 90th percentile rain event. Essentially what this means is that a practice sized using the WQv will capture and treat 90% of all 24 hour rain events. The WQv is directly related to the amount of impervious cover constructed at a site. Contour lines of the 90% rainfall event are presented in Figure 4.1. The following equation can be used to determine the water quality storage volume WQv (in acre-feet of storage): =12 where: WQv = water quality volume (in acre-feet) P = 90% Rainfall Event Number (see Figure 4.1) Rv = 0.05 + 0.009(I), where I is percent impervious cover A = site area in acres (Contributing area) 4-2 New York State Stormwater Management Design Manual Chapter 4: Unified Stormwater Sizing Criteria Section 4.2 Water Quality Volume (WQv) Figure 4.1: 90th Percentile Rainfall in New York State (NYSDEC, 2013) Basis of Design for Water Quality As a basis for design, the following assumptions may be made: Measuring Impervious Cover: the measured area of a site plan that does not have permanent vegetative or permeable cover shall be considered total impervious cover. Impervious cover is defined as all impermeable surfaces and includes: paved and gravel road surfaces, paved and gravel parking lots, paved driveways, building structures, paved sidewalks, and miscellaneous impermeable structures such as patios, pools, and sheds. Where site size makes direct measurement of impervious cover impractical, the land use/impervious cover relationships presented in Table 4.2 can be used to initially estimate impervious cover.In site specific planning impervious cover must be calculated based the specific proposed impervious cover. 4-3 New York State Stormwater Management Design Manual Chapter 4: Unified Stormwater Sizing Criteria Section 4.2 Water Quality Volume (WQv) Table 4.2 Land Use and Impervious Cover(Source: Cappiella and Brown, 2001) Land Use Category Mean Impervious Cover Agriculture 2 Open Urban Land*9 2 Acre Lot Residential 11 1 Acre Lot Residential 14 1/2 Acre Lot Residential 21 1/4Acre Lot Residential 28 1/8 Acre Lot Residential 33 Townhome Residential 41 Multifamily Residential 44 Institutional**28-41% Light Industrial 48-59% Commercial 68-76% * Open urban land includes developed park land, recreation areas, golf courses, and cemeteries. ** Institutional is defined as places of worship, schools, hospitals, government offices, and police and fire stations Aquatic Resources:More stringent local regulations may be in place or may be required to protect drinking water reservoirs, lakes, or other sensitive aquatic resources. Consult the local authority to determine the full requirements for these resources. 4-4 New York State Stormwater Management Design Manual Chapter 4: Unified Stormwater Sizing Criteria Section 4.3 Runoff Reduction Volume (RRv) SMP Treatment:The final WQv, remaining after application of runoff reduction sizing criterion, shall be treated by an acceptable practice from the list presented in this manual. Please consult Chapter 3 for a list of acceptable practices. Determining Peak Discharge for WQv Storm:When designing flow splitters for off-line practices, consult the small storm hydrology method provided in Appendix B. Extended Detention for Water Quality Volume:The water quality requirement for storage systems can be met by providing 24 hours of the WQv (provided a micropool is specified) extended detention. A local jurisdiction may reduce this requirement to as little as 12 hours in trout waters to prevent stream warming. If TR-55 method is used for the design of stormwater management practices for storms greater than 90%, detention time may be calculated using either a center of mass method or plug flow calculation method. Off-site Areas:Where off-site areas will drain to the SMP, calculate imperviousness of the off-site contributing drainage area based on its current condition.If water quality treatment is provided off- line, the practice must only treat on-site runoff. Section 4.3 Runoff Reduction Volume (RRv) Runoff reduction shall be achieved by infiltration, groundwater recharge, reuse, recycle, evaporation/evapotranspiration of 100 percent of the post-development water quality volume to replicate pre-development hydrology by maintaining pre-construction infiltration, peak runoff flow, discharge volume, as well as minimizing concentrated flow by using runoff control techniques to provide treatment in a distributed manner before runoff reaches the collection system. This requirement can be accomplished by application of on-site green infrastructure techniques, standard stormwater management practices with runoff reduction capacity, and good operation and maintenance. Runoff Reduction Volume (RRv) RRv (acre-feet)=Reduction of the total WQv by application of green infrastructure techniques and SMPs to replicate pre-development hydrology. The minimum required RRv is defined as the Specified Reduction Factor (S), provided objective technical justification is documented. 4-5 New York State Stormwater Management Design Manual Chapter 4: Unified Stormwater Sizing Criteria Section 4.3 Runoff Reduction Volume (RRv) Runoff reduction volume (RRv) may be calculated based on three methods: 1.Reduction of the practice contributing area in WQv computation (as defined in Chapter 5) 2.Reduction of runoff volume by storage capacity of the practice (as defined in Chapter 5) 3.Reduction using standards SMPs with runoff reduction capacity (as defined in Chapter 3) Projects that cannot meet 100% of runoff reduction requirement due to site limitations that prevent the use of an infiltration technique and/or infiltration of the total WQv shall identify the specific site limitations in the SWPPP.Typical site limitations include: seasonal high groundwater, shallow depth to bedrock, and soils with an infiltration rate less than 0.5 inches/hr. Construction activities that cannot achieve 100% reduction of the total WQv due to site limitations shall direct runoff from all newly constructed impervious areas to a RR technique or standard SMP with RRv capacity unless infeasible. In no case shall the runoff reduction achieved from the newly constructed impervious areas be less than the minimum runoff reduction volume (RRvmin) determined by the following equation: =12 Where: RRvmin= Minimum runoff reduction volume required from impervious area (acre-feet) = 0.05+0.009(I) where I is 100% impervious Aic=Total area of new impervious cover S = Hydrologic Soil Group (HSG) Specific Reduction Factor (S) The specific reduction factor (S) is based on the HSGs present at a site.The following lists the specific reduction factors for the HSGs: o HSG A = 0.55 o HSG B = 0.40 4-6 New York State Stormwater Management Design Manual Chapter 4: Unified Stormwater Sizing Criteria Section 4.4 Stream Channel Protection Volume Requirements (Cpv ) o HSG C = 0.30 o HSG D = 0.20 The basic premise of runoff reduction is to formally recognize the water quality benefits of certain site design practices to address flow as a pollutant of concern. Reduction of water quality treatment volume is a requirement and reduction of water “quantity” volumes associated with channel protection (Cpv) is encouraged, where soil conditions allow. While runoff reduction methods can be highly effective in reducing WQv, small benefits are offered for peak discharge control of overbank flood control (Qp)and extreme flood control (Qf).If a developer incorporates one or more runoff reduction practices in the design of the site, the required SMP volume for capture and water quality treatment will be reduced. Site designers and developers are allowed to utilize as many runoff reduction methods as they can on a site. Greater reductions in stormwater storage volumes can be achieved when many techniques are combined (e.g., disconnecting rooftops and protecting natural conservation areas). However, reduction cannot be claimed twice for an identical area of the site (e.g., claiming the stream buffers and disconnecting rooftops over the same site area). An Underground Injection Control Permit may be required when certain conditions are met. Designer must Consult EPA’s fact sheet for further information: o http://www.epa.gov/safewater/uic/class5/types_stormwater.html o http://www.epa.gov/ogwdw000/uic/class5/pdf/fs_uic- class5_classvstudy_fs_storm.pdf Designers must be selective with the design of infiltration on sites with karst geology, shallow bedrock and soils, and hotspot land uses. Projects located over karst geology must provide runoff reduction by techniques that do not involve large infiltration basins and deep, concentrated recharge to the ground. A geotechnical assessment is recommended for infiltration and recharge at small scales. For projects identified as “hotspot”runoff reduction cannot be provided by infiltration, unless an enhanced treatment that addresses the pollutants of concern is provided. Section 4.4 Stream Channel Protection Volume Requirements (Cpv ) 4-7 ST O R M _ T E C H R E C H A R G E R M C - 4 5 0 0 ( I N F I L T R A T I O N S Y S T E M 1 A - 2 ) TH E V O L U M E S A C C O U N T F O R V O I D S P A C E I N T H E 9 " S T O N E B A S E A N D S U R R O U N D I N G S T O N E AD D I T I O N A L S T O N E I S C A L C U L A T E D A T 4 0 % V O I D S P A C E Ch a m b e r En d C a p HE I G H T ST A G E w i t h S t o n e wit h S t o n e f. t . f . t . c f / u n i t cf/ e n d c a p ST O N E C O V E R 6 . 0 0 6 . 7 5 1 6 2 . 6 2 1 0 8 . 6 9 Sto r m T e c h C r o w n 5 . 0 0 5 . 7 5 1 4 7 . 9 9 9 5 . 7 6 Sto r m T e c h 4 . 7 5 5 . 5 0 1 4 4 . 1 4 9 2 . 5 1 Sto r m T e c h 4 . 5 0 5 . 2 5 1 3 9 . 9 3 8 9 . 1 6 Sto r m T e c h 4 . 2 5 5 . 0 0 1 3 4 . 8 5 8 5 . 6 7 Sto r m T e c h 4 . 0 0 4 . 7 5 1 2 9 . 2 4 8 2 . 0 5 Sto r m T e c h 3 . 7 5 4 . 5 0 1 2 3 . 2 5 7 8 . 2 8 Sto r m T e c h 3 . 5 0 4 . 2 5 1 1 6 . 9 4 7 4 . 3 8 Sto r m T e c h 3 . 2 5 4 . 0 0 1 1 0 . 3 7 7 0 . 3 6 Sto r m T e c h 3 . 0 0 3 . 7 5 1 0 3 . 5 6 6 6 . 2 2 Sto r m T e c h 2 . 7 5 3 . 5 0 9 6 . 5 5 6 1 . 9 7 Sto r m T e c h 2 . 5 0 3 . 2 5 8 9 . 3 6 5 7 . 6 2 Sto r m T e c h 2 . 2 5 3 . 0 0 8 2 . 0 1 5 3 . 1 8 Sto r m T e c h 2 . 0 0 2 . 7 5 7 4 . 5 2 4 8 . 6 4 Sto r m T e c h 1 . 7 5 2 . 5 0 6 6 . 8 9 4 4 . 0 2 Sto r m T e c h 1 . 5 0 2 . 2 5 5 9 . 1 5 3 9 . 3 1 Sto r m T e c h 1 . 2 5 2 . 0 0 5 1 . 3 1 3 4 . 5 3 Sto r m T e c h 1 . 0 0 1 . 7 5 4 3 . 3 8 2 9 . 6 9 Sto r m T e c h 0 . 7 5 1 . 5 0 3 5 . 3 7 2 4 . 7 7 Sto r m T e c h 0 . 5 0 1 . 2 5 2 7 . 2 9 1 9 . 8 0 DIM . L A Y - U P Sto r m T e c h 0 . 2 5 1 . 0 0 1 9 . 1 5 1 4 . 7 7 Sto r m T e c h I n v e r t 0 . 0 0 0 . 7 5 1 0 . 9 7 9 . 7 0 A RE A / U N I T s. f . - 3 6 . 6 0 BO T T O M B R O K E N S T O N E G R A V E L 0 . 0 0 0 . 0 0 0 . 0 0 H E I G H T 5 . 0 0 5 . 0 0 IN F I L T R A T I O N 1. 0 0 in / h r 0 . 0 0 0 7 7 6 c f s / u n i t L E N G T H f . t . 4 . 3 3 4 . 0 3 EL E V A T I O N B O T T O M S T O N E 2 3 8 . 8 5 CU M M U L A T I V E WID E f . t . 8 . 3 3 8 . 3 3 VO L U M E O F S T O R A G E I N E A C H S T A G E ( c f . ) IN C R E M E N T 1 BA S E 0S T A G E S T A G E S T A G E S T A G E S T A G E S T A G E S T A G E S T A G E S T A G E S T A G E S T A G E S T A G E S T A G E S T A G E S T A G E S T A G E S T A G E S T A G E S T A G E S T A G E S T A G E S T A G E S T A G E CO N S T A N T ST A G E in c h 0 9 1 2 1 5 1 8 2 1 2 4 2 7 3 0 3 3 3 6 3 9 4 2 4 5 4 8 5 1 5 4 5 7 6 0 6 3 6 6 6 9 8 1 fe e t 0 . 0 0 0 . 7 5 1 . 0 0 1 . 2 5 1 . 5 0 1 . 7 5 2 . 0 0 2 . 2 5 2 . 5 0 2 . 7 5 3 . 0 0 3 . 2 5 3 . 5 0 3 . 7 5 4 . 0 0 4 . 2 5 4 . 5 0 4 . 7 5 5 . 0 0 5 . 2 5 5 . 5 0 5 . 7 5 6 . 7 5 FL O W R A T E EL E V . 2 3 8 . 8 5 2 3 9 . 6 0 2 3 9 . 8 5 2 4 0 . 1 0 2 4 0 . 3 5 2 4 0 . 6 0 2 4 0 . 8 5 2 4 1 . 1 0 2 4 1 . 3 5 2 4 1 . 6 0 2 4 1 . 8 5 2 4 2 . 1 0 2 4 2 . 3 5 2 4 2 . 6 0 2 4 2 . 8 5 2 4 3 . 1 0 2 4 3 . 3 5 2 4 3 . 6 0 2 4 3 . 8 5 2 4 4 . 1 0 2 4 4. 3 5 2 4 4 . 6 0 2 4 5 . 6 0 c f s En d C a p s 80 . 0 0 9 . 7 0 1 4 . 7 7 1 9 . 8 0 2 4 . 7 7 2 9 . 6 9 3 4 . 5 3 3 9 . 3 1 4 4 . 0 2 4 8 . 6 4 5 3 . 1 8 5 7 . 6 2 6 1 . 9 7 6 6 . 2 2 7 0 . 3 6 7 4 . 3 8 7 8 . 2 8 8 2 . 0 5 8 5 . 6 7 8 9 . 1 6 9 2 . 5 1 9 5 . 7 6 1 0 8 . 6 9 Ch a m b e r s 1 0.0 0 1 0 . 9 7 1 9 . 1 5 2 7 . 2 9 3 5 . 3 7 4 3 . 3 8 5 1 . 3 1 5 9 . 1 5 6 6 . 8 9 7 4 . 5 8 2 . 0 1 8 9 . 3 6 9 6 . 5 5 1 0 3 . 5 6 1 1 0 . 3 7 1 1 6 . 9 4 1 2 3 . 2 5 1 2 9 . 2 4 1 3 4 . 8 5 1 3 9 . 9 3 1 4 4 . 1 4 1 4 7 . 9 9 1 6 2 . 6 2 0. 0 0 1 10 . 0 0 8 8 . 5 7 1 3 7 . 3 1 1 8 6 2 3 4 2 8 1 3 2 8 3 7 4 4 1 9 4 6 4 5 0 7 5 5 0 5 9 2 6 3 3 6 7 3 7 1 2 7 4 9 7 8 6 8 2 0 8 5 3 8 8 4 9 1 4 1 , 0 3 2 0. 0 0 1 20 . 0 0 9 9 . 5 4 1 5 6 . 4 6 2 1 3 2 6 9 3 2 4 3 7 9 4 3 3 4 8 6 5 3 8 5 8 9 6 4 0 6 8 9 7 3 7 7 8 4 8 2 9 8 7 3 9 1 5 9 5 5 9 9 3 1 , 0 2 8 1 , 0 6 2 1 , 1 9 5 0. 0 0 2 30 . 0 0 1 1 0 . 5 1 1 7 5 . 6 1 2 4 0 3 0 4 3 6 8 4 3 0 4 9 2 5 5 3 6 1 3 6 7 1 7 2 9 7 8 5 8 4 0 8 9 4 9 4 6 9 9 6 1 , 0 4 4 1 , 0 9 0 1 , 1 3 3 1 , 1 7 3 1 , 2 1 0 1 , 3 5 7 0. 0 0 2 40 . 0 0 1 2 1 . 4 8 1 9 4 . 7 6 2 6 8 3 4 0 4 1 1 4 8 1 5 5 1 6 2 0 6 8 7 7 5 3 8 1 8 8 8 2 9 4 4 1 , 0 0 4 1 , 0 6 3 1 , 1 1 9 1 , 1 7 3 1 , 2 2 5 1 , 2 7 3 1 , 3 1 7 1 , 3 5 8 1 , 5 2 0 0. 0 0 3 50 . 0 0 1 3 2 . 4 5 2 1 3 . 9 1 2 9 5 3 7 5 4 5 4 5 3 3 6 1 0 6 8 7 7 6 2 8 3 5 9 0 8 9 7 9 1 , 0 4 8 1 , 1 1 5 1 , 1 8 0 1 , 2 4 2 1 , 3 0 3 1 , 3 6 0 1 , 4 1 3 1 , 4 6 1 1 , 5 0 6 1 , 6 8 3 0. 0 0 4 60 . 0 0 1 4 3 . 4 2 2 3 3 . 0 6 3 2 2 4 1 0 4 9 8 5 8 4 6 6 9 7 5 4 8 3 6 9 1 8 9 9 7 1 , 0 7 5 1 , 1 5 1 1 , 2 2 5 1 , 2 9 7 1 , 3 6 6 1 , 4 3 2 1 , 4 9 4 1 , 5 5 3 1 , 6 0 5 1 , 6 5 4 1 , 8 4 5 0. 0 0 5 70 . 0 0 1 5 4 . 3 9 2 5 2 . 2 1 3 4 9 4 4 6 5 4 1 6 3 5 7 2 9 8 2 0 9 1 1 1 , 0 0 0 1 , 0 8 6 1 , 1 7 2 1 , 2 5 5 1 , 3 3 5 1 , 4 1 4 1 , 4 8 9 1 , 5 6 1 1 , 6 2 9 1 , 6 9 3 1 , 7 4 9 1 , 8 0 2 2 , 0 0 8 0. 0 0 5 80 . 0 0 1 6 5 . 3 6 2 7 1 . 3 6 3 7 7 4 8 1 5 8 5 6 8 7 7 8 8 8 8 7 9 8 5 1 , 0 8 2 1 , 1 7 6 1 , 2 6 8 1 , 3 5 8 1 , 4 4 6 1 , 5 3 1 1 , 6 1 2 1 , 6 9 0 1 , 7 6 4 1 , 8 3 3 1 , 8 9 3 1 , 9 5 0 2 , 1 7 0 0. 0 0 6 90 . 0 0 1 7 6 . 3 3 2 9 0 . 5 1 4 0 4 5 1 6 6 2 8 7 3 8 8 4 7 9 5 4 1 , 0 6 0 1 , 1 6 4 1 , 2 6 5 1 , 3 6 5 1 , 4 6 2 1 , 5 5 6 1 , 6 4 8 1 , 7 3 5 1 , 8 2 0 1 , 8 9 9 1 , 9 7 3 2 , 0 3 7 2 , 0 9 8 2 , 3 3 3 0. 0 0 7 10 0 . 0 0 1 8 7 . 3 0 3 0 9 . 6 6 4 3 1 5 5 2 6 7 1 7 8 9 9 0 6 1 , 0 2 1 1 , 1 3 4 1 , 2 4 6 1 , 3 5 5 1 , 4 6 1 1 , 5 6 5 1 , 6 6 7 1 , 7 6 4 1 , 8 5 9 1 , 9 4 9 2 , 0 3 4 2 , 1 1 3 2 , 1 8 1 2 , 2 4 6 2 , 4 9 6 0. 0 0 8 11 0 . 0 0 1 9 8 . 2 7 3 2 8 . 8 1 4 5 9 5 8 7 7 1 5 8 4 1 9 6 5 1 , 0 8 8 1 , 2 0 9 1 , 3 2 8 1 , 4 4 4 1 , 5 5 8 1 , 6 6 9 1 , 7 7 7 1 , 8 8 1 1 , 9 8 2 2 , 0 7 8 2 , 1 6 9 2 , 2 5 3 2 , 3 2 6 2 , 3 9 4 2 , 6 5 8 0. 0 0 9 12 0 . 0 0 2 0 9 . 2 4 3 4 7 . 9 6 4 8 6 6 2 3 7 5 8 8 9 2 1 , 0 2 4 1 , 1 5 5 1 , 2 8 3 1 , 4 1 0 1 , 5 3 3 1 , 6 5 4 1 , 7 7 2 1 , 8 8 7 1 , 9 9 8 2 , 1 0 5 2 , 2 0 7 2 , 3 0 4 2 , 3 9 2 2 , 4 7 0 2 , 5 4 2 2 , 8 2 1 0. 0 0 9 13 0 . 0 0 2 2 0 . 2 1 3 6 7 . 1 1 5 1 3 6 5 8 8 0 1 9 4 3 1 , 0 8 3 1 , 2 2 2 1 , 3 5 8 1 , 4 9 2 1 , 6 2 3 1 , 7 5 1 1 , 8 7 6 1 , 9 9 8 2 , 1 1 5 2 , 2 2 8 2 , 3 3 7 2 , 4 3 8 2 , 5 3 2 2 , 6 1 4 2 , 6 9 0 2 , 9 8 4 0. 0 1 0 14 0 . 0 0 2 3 1 . 1 8 3 8 6 . 2 6 5 4 0 6 9 3 8 4 5 9 9 5 1 , 1 4 3 1 , 2 8 9 1 , 4 3 2 1 , 5 7 4 1 , 7 1 2 1 , 8 4 7 1 , 9 8 0 2 , 1 0 8 2 , 2 3 2 2 , 3 5 2 2 , 4 6 6 2 , 5 7 3 2 , 6 7 2 2 , 7 5 8 2 , 8 3 8 3 , 1 4 6 0. 0 1 1 15 0 . 0 0 2 4 2 . 1 5 4 0 5 . 4 1 5 6 8 7 2 9 8 8 8 1 , 0 4 6 1 , 2 0 2 1 , 3 5 6 1 , 5 0 7 1 , 6 5 6 1 , 8 0 1 1 , 9 4 4 2 , 0 8 3 2 , 2 1 8 2 , 3 4 9 2 , 4 7 5 2 , 5 9 5 2 , 7 0 8 2 , 8 1 2 2 , 9 0 2 2 , 9 8 6 3 , 3 0 9 0. 0 1 2 16 0 . 0 0 2 5 3 . 1 2 4 2 4 . 5 6 5 9 5 7 6 4 9 3 2 1 , 0 9 7 1 , 2 6 1 1 , 4 2 2 1 , 5 8 1 1 , 7 3 8 1 , 8 9 1 2 , 0 4 1 2 , 1 8 7 2 , 3 2 9 2 , 4 6 6 2 , 5 9 8 2 , 7 2 4 2 , 8 4 3 2 , 9 5 2 3 , 0 4 6 3 , 1 3 4 3 , 4 7 1 0. 0 1 2 17 0 . 0 0 2 6 4 . 0 9 4 4 3 . 7 1 6 2 2 7 9 9 9 7 5 1 , 1 4 9 1 , 3 2 0 1 , 4 8 9 1 , 6 5 6 1 , 8 2 0 1 , 9 8 0 2 , 1 3 7 2 , 2 9 0 2 , 4 3 9 2 , 5 8 3 2 , 7 2 1 2 , 8 5 3 2 , 9 7 8 3 , 0 9 2 3 , 1 9 0 3 , 2 8 2 3 , 6 3 4 0. 0 1 3 18 0 . 0 0 2 7 5 . 0 6 4 6 2 . 8 6 6 5 0 8 3 5 1 , 0 1 8 1 , 2 0 0 1 , 3 7 9 1 , 5 5 6 1 , 7 3 0 1 , 9 0 2 2 , 0 6 9 2 , 2 3 4 2 , 3 9 4 2 , 5 5 0 2 , 7 0 0 2 , 8 4 5 2 , 9 8 3 3 , 1 1 3 3 , 2 3 2 3 , 3 3 5 3 , 4 3 0 3 , 7 9 7 0. 0 1 4 19 0 . 0 0 2 8 6 . 0 3 4 8 2 . 0 1 6 7 7 8 7 0 1 , 0 6 2 1 , 2 5 1 1 , 4 3 8 1 , 6 2 3 1 , 8 0 5 1 , 9 8 4 2 , 1 5 9 2 , 3 3 0 2 , 4 9 7 2 , 6 6 0 2 , 8 1 7 2 , 9 6 8 3 , 1 1 2 3 , 2 4 8 3 , 3 7 2 3 , 4 7 9 3 , 5 7 8 3 , 9 5 9 0. 0 1 5 20 0 . 0 0 2 9 7 . 0 0 5 0 1 . 1 6 7 0 4 9 0 6 1 , 1 0 5 1 , 3 0 2 1 , 4 9 7 1 , 6 9 0 1 , 8 8 0 2 , 0 6 6 2 , 2 4 8 2 , 4 2 7 2 , 6 0 1 2 , 7 7 0 2 , 9 3 4 3 , 0 9 1 3 , 2 4 1 3 , 3 8 2 3 , 5 1 2 3 , 6 2 3 3 , 7 2 6 4 , 1 2 2 0. 0 1 6 21 0 . 0 0 3 0 7 . 9 7 5 2 0 . 3 1 7 3 1 9 4 1 1 , 1 4 9 1 , 3 5 4 1 , 5 5 7 1 , 7 5 7 1 , 9 5 4 2 , 1 4 8 2 , 3 3 8 2 , 5 2 3 2 , 7 0 5 2 , 8 8 1 3 , 0 5 1 3 , 2 1 4 3 , 3 7 0 3 , 5 1 7 3 , 6 5 2 3 , 7 6 7 3 , 8 7 4 4 , 2 8 5 0. 0 1 6 22 0 . 0 0 3 1 8 . 9 4 5 3 9 . 4 6 7 5 9 9 7 6 1 , 1 9 2 1 , 4 0 5 1 , 6 1 6 1 , 8 2 4 2 , 0 2 9 2 , 2 3 0 2 , 4 2 7 2 , 6 2 0 2 , 8 0 8 2 , 9 9 1 3 , 1 6 8 3 , 3 3 8 3 , 5 0 0 3 , 6 5 2 3 , 7 9 2 3 , 9 1 1 4 , 0 2 2 4 , 4 4 7 0. 0 1 7 23 0 . 0 0 3 2 9 . 9 1 5 5 8 . 6 1 7 8 6 1 , 0 1 2 1 , 2 3 5 1 , 4 5 6 1 , 6 7 5 1 , 8 9 1 2 , 1 0 3 2 , 3 1 2 2 , 5 1 6 2 , 7 1 6 2 , 9 1 2 3 , 1 0 1 3 , 2 8 5 3 , 4 6 1 3 , 6 2 9 3 , 7 8 7 3 , 9 3 2 4 , 0 5 5 4 , 1 7 0 4 , 6 1 0 0. 0 1 8 24 0 . 0 0 3 4 0 . 8 8 5 7 7 . 7 6 8 1 3 1 , 0 4 7 1 , 2 7 9 1 , 5 0 8 1 , 7 3 4 1 , 9 5 8 2 , 1 7 8 2 , 3 9 4 2 , 6 0 6 2 , 8 1 3 3 , 0 1 5 3 , 2 1 2 3 , 4 0 2 3 , 5 8 4 3 , 7 5 8 3 , 9 2 2 4 , 0 7 2 4 , 1 9 9 4 , 3 1 8 4 , 7 7 2 0. 0 1 9 25 0 . 0 0 3 5 1 . 8 5 5 9 6 . 9 1 8 4 1 1 , 0 8 2 1 , 3 2 2 1 , 5 5 9 1 , 7 9 3 2 , 0 2 4 2 , 2 5 2 2 , 4 7 6 2 , 6 9 5 2 , 9 1 0 3 , 1 1 9 3 , 3 2 2 3 , 5 1 9 3 , 7 0 7 3 , 8 8 7 4 , 0 5 7 4 , 2 1 2 4 , 3 4 4 4 , 4 6 6 4 , 9 3 5 0. 0 1 9 26 0 . 0 0 3 6 2 . 8 2 6 1 6 . 0 6 8 6 8 1 , 1 1 8 1 , 3 6 5 1 , 6 1 0 1 , 8 5 2 2 , 0 9 1 2 , 3 2 7 2 , 5 5 8 2 , 7 8 4 3 , 0 0 6 3 , 2 2 2 3 , 4 3 3 3 , 6 3 5 3 , 8 3 1 4 , 0 1 7 4 , 1 9 1 4 , 3 5 1 4 , 4 8 8 4 , 6 1 4 5 , 0 9 8 0. 0 2 0 27 0 . 0 0 3 7 3 . 7 9 6 3 5 . 2 1 8 9 5 1 , 1 5 3 1 , 4 0 9 1 , 6 6 2 1 , 9 1 2 2 , 1 5 8 2 , 4 0 1 2 , 6 4 0 2 , 8 7 4 3 , 1 0 3 3 , 3 2 6 3 , 5 4 3 3 , 7 5 2 3 , 9 5 4 4 , 1 4 6 4 , 3 2 6 4 , 4 9 1 4 , 6 3 2 4 , 7 6 2 5 , 2 6 0 0. 0 2 1 28 0 . 0 0 3 8 4 . 7 6 6 5 4 . 3 6 9 2 3 1 , 1 8 9 1 , 4 5 2 1 , 7 1 3 1 , 9 7 1 2 , 2 2 5 2 , 4 7 6 2 , 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3 6 6 , 0 5 3 6 , 6 5 8 7 , 2 5 2 7 , 8 3 4 8 , 4 0 0 8 , 9 5 1 9 , 4 8 2 9 , 9 9 3 1 0 , 4 7 9 1 0 , 9 3 4 1 1 , 3 4 8 1 1 , 6 9 5 1 2 , 0 1 3 1 3 , 2 2 9 0. 0 5 9 77 0 . 0 0 9 2 2 . 2 9 1 , 5 9 2 . 7 1 2 , 2 6 0 2 , 9 2 2 3 , 5 7 8 4 , 2 2 7 4 , 8 6 9 5 , 5 0 3 6 , 1 2 7 6 , 7 4 0 7 , 3 4 2 7 , 9 3 0 8 , 5 0 4 9 , 0 6 1 9 , 5 9 9 1 0 , 1 1 6 1 0 , 6 0 8 1 1 , 0 6 9 1 1 , 4 8 8 1 1 , 8 3 9 1 2 , 1 6 1 1 3 , 3 9 1 0. 0 6 0 78 0 . 0 0 9 3 3 . 2 6 1 , 6 1 1 . 8 6 2 , 2 8 7 2 , 9 5 7 3 , 6 2 1 4 , 2 7 8 4 , 9 2 8 5 , 5 7 0 6 , 2 0 2 6 , 8 2 2 7 , 4 3 1 8 , 0 2 7 8 , 6 0 7 9 , 1 7 2 9 , 7 1 6 1 0 , 2 4 0 1 0 , 7 3 7 1 1 , 2 0 4 1 1 , 6 2 8 1 1 , 9 8 3 1 2 , 3 0 9 1 3 , 5 5 4 0. 0 6 1 79 0 . 0 0 9 4 4 . 2 3 1 , 6 3 1 . 0 1 2 , 3 1 4 2 , 9 9 2 3 , 6 6 5 4 , 3 3 0 4 , 9 8 7 5 , 6 3 6 6 , 2 7 6 6 , 9 0 4 7 , 5 2 0 8 , 1 2 3 8 , 7 1 1 9 , 2 8 2 9 , 8 3 3 1 0 , 3 6 3 1 0 , 8 6 6 1 1 , 3 3 9 1 1 , 7 6 8 1 2 , 1 2 7 1 2 , 4 5 7 1 3 , 7 1 7 0. 0 6 1 80 0 . 0 0 9 5 5 . 2 0 1 , 6 5 0 . 1 6 2 , 3 4 2 3 , 0 2 8 3 , 7 0 8 4 , 3 8 1 5 , 0 4 6 5 , 7 0 3 6 , 3 5 1 6 , 9 8 6 7 , 6 1 0 8 , 2 2 0 8 , 8 1 5 9 , 3 9 2 9 , 9 5 0 1 0 , 4 8 6 1 0 , 9 9 6 1 1 , 4 7 3 1 1 , 9 0 8 1 2 , 2 7 1 1 2 , 6 0 5 1 3 , 8 7 9 0. 0 6 2 81 0 . 0 0 9 6 6 . 1 7 1 , 6 6 9 . 3 1 2 , 3 6 9 3 , 0 6 3 3 , 7 5 1 4 , 4 3 2 5 , 1 0 6 5 , 7 7 0 6 , 4 2 5 7 , 0 6 8 7 , 6 9 9 8 , 3 1 6 8 , 9 1 8 9 , 5 0 3 1 0 , 0 6 7 1 0 , 6 0 9 1 1 , 1 2 5 1 1 , 6 0 8 1 2 , 0 4 8 1 2 , 4 1 5 1 2 , 7 5 3 1 4 , 0 4 2 0. 0 6 3 82 0 . 0 0 9 7 7 . 1 4 1 , 6 8 8 . 4 6 2 , 3 9 6 3 , 0 9 9 3 , 7 9 5 4 , 4 8 4 5 , 1 6 5 5 , 8 3 7 6 , 5 0 0 7 , 1 5 0 7 , 7 8 8 8 , 4 1 3 9 , 0 2 2 9 , 6 1 3 1 0 , 1 8 4 1 0 , 7 3 3 1 1 , 2 5 4 1 1 , 7 4 3 1 2 , 1 8 8 1 2 , 5 6 0 1 2 , 9 0 1 1 4 , 2 0 4 0. 0 6 4 83 0 . 0 0 9 8 8 . 1 1 1 , 7 0 7 . 6 1 2 , 4 2 3 3 , 1 3 4 3 , 8 3 8 4 , 5 3 5 5 , 2 2 4 5 , 9 0 4 6 , 5 7 4 7 , 2 3 2 7 , 8 7 8 8 , 5 0 9 9 , 1 2 5 9 , 7 2 4 1 0 , 3 0 1 1 0 , 8 5 6 1 1 , 3 8 3 1 1 , 8 7 8 1 2 , 3 2 7 1 2 , 7 0 4 1 3 , 0 4 9 1 4 , 3 6 7 0. 0 6 4 84 0 . 0 0 9 9 9 . 0 8 1 , 7 2 6 . 7 6 2 , 4 5 1 3 , 1 6 9 3 , 8 8 1 4 , 5 8 6 5 , 2 8 3 5 , 9 7 1 6 , 6 4 9 7 , 3 1 4 7 , 9 6 7 8 , 6 0 6 9 , 2 2 9 9 , 8 3 4 1 0 , 4 1 8 1 0 , 9 7 9 1 1 , 5 1 3 1 2 , 0 1 3 1 2 , 4 6 7 1 2 , 8 4 8 1 3 , 1 9 7 1 4 , 5 3 0 0. 0 6 5 85 0 . 0 0 1 , 0 1 0 . 0 5 1 , 7 4 5 . 9 1 2 , 4 7 8 3 , 2 0 5 3 , 9 2 5 4 , 6 3 8 5 , 3 4 2 6 , 0 3 8 6 , 7 2 3 7 , 3 9 6 8 , 0 5 7 8 , 7 0 3 9 , 3 3 2 9 , 9 4 4 1 0 , 5 3 5 1 1 , 1 0 2 1 1 , 6 4 2 1 2 , 1 4 8 1 2 , 6 0 7 1 2 , 9 9 2 1 3 , 3 4 5 1 4 , 69 2 0. 0 6 6 86 0 . 0 0 1 , 0 2 1 . 0 2 1 , 7 6 5 . 0 6 2 , 5 0 5 3 , 2 4 0 3 , 9 6 8 4 , 6 8 9 5 , 4 0 1 6 , 1 0 5 6 , 7 9 8 7 , 4 7 8 8 , 1 4 6 8 , 7 9 9 9 , 4 3 6 1 0 , 0 5 5 1 0 , 6 5 2 1 1 , 2 2 6 1 1 , 7 7 1 1 2 , 2 8 2 1 2 , 7 4 7 1 3 , 1 3 6 1 3 , 4 9 3 1 4 ,8 5 5 0. 0 6 7 87 0 . 0 0 1 , 0 3 1 . 9 9 1 , 7 8 4 . 2 1 2 , 5 3 3 3 , 2 7 5 4 , 0 1 2 4 , 7 4 0 5 , 4 6 1 6 , 1 7 2 6 , 8 7 2 7 , 5 6 0 8 , 2 3 5 8 , 8 9 6 9 , 5 3 9 1 0 , 1 6 5 1 0 , 7 6 9 1 1 , 3 4 9 1 1 , 9 0 0 1 2 , 4 1 7 1 2 , 8 8 7 1 3 , 2 8 0 1 3 , 6 4 1 1 5 ,0 1 7 0. 0 6 8 88 0 . 0 0 1 , 0 4 2 . 9 6 1 , 8 0 3 . 3 6 2 , 5 6 0 3 , 3 1 1 4 , 0 5 5 4 , 7 9 2 5 , 5 2 0 6 , 2 3 8 6 , 9 4 7 7 , 6 4 2 8 , 3 2 5 8 , 9 9 2 9 , 6 4 3 1 0 , 2 7 5 1 0 , 8 8 6 1 1 , 4 7 2 1 2 , 0 3 0 1 2 , 5 5 2 1 3 , 0 2 7 1 3 , 4 2 4 1 3 , 7 8 9 1 5 ,1 8 0 0. 0 6 8 89 0 . 0 0 1 , 0 5 3 . 9 3 1 , 8 2 2 . 5 1 2 , 5 8 7 3 , 3 4 6 4 , 0 9 8 4 , 8 4 3 5 , 5 7 9 6 , 3 0 5 7 , 0 2 1 7 , 7 2 4 8 , 4 1 4 9 , 0 8 9 9 , 7 4 7 1 0 , 3 8 6 1 1 , 0 0 3 1 1 , 5 9 5 1 2 , 1 5 9 1 2 , 6 8 7 1 3 , 1 6 7 1 3 , 5 6 9 1 3 , 9 3 7 1 5 ,3 4 3 0. 0 6 9 90 0 . 0 0 1 , 0 6 4 . 9 0 1 , 8 4 1 . 6 6 2 , 6 1 5 3 , 3 8 1 4 , 1 4 2 4 , 8 9 4 5 , 6 3 8 6 , 3 7 2 7 , 0 9 6 7 , 8 0 6 8 , 5 0 3 9 , 1 8 5 9 , 8 5 0 1 0 , 4 9 6 1 1 , 1 2 0 1 1 , 7 1 9 1 2 , 2 8 8 1 2 , 8 2 2 1 3 , 3 0 7 1 3 , 7 1 3 1 4 , 0 8 5 1 5 ,5 0 5 0. 0 7 0 91 0 . 0 0 1 , 0 7 5 . 8 7 1 , 8 6 0 . 8 1 2 , 6 4 2 3 , 4 1 7 4 , 1 8 5 4 , 9 4 5 5 , 6 9 7 6 , 4 3 9 7 , 1 7 0 7 , 8 8 8 8 , 5 9 3 9 , 2 8 2 9 , 9 5 4 1 0 , 6 0 7 1 1 , 2 3 7 1 1 , 8 4 2 1 2 , 4 1 7 1 2 , 9 5 7 1 3 , 4 4 7 1 3 , 8 5 7 1 4 , 2 3 3 1 5 ,6 6 8 0. 0 7 1 92 0 . 0 0 1 , 0 8 6 . 8 4 1 , 8 7 9 . 9 6 2 , 6 6 9 3 , 4 5 2 4 , 2 2 8 4 , 9 9 7 5 , 7 5 6 6 , 5 0 6 7 , 2 4 5 7 , 9 7 0 8 , 6 8 2 9 , 3 7 8 1 0 , 0 5 7 1 0 , 7 1 7 1 1 , 3 5 4 1 1 , 9 6 5 1 2 , 5 4 6 1 3 , 0 9 2 1 3 , 5 8 7 1 4 , 0 0 1 1 4 , 3 8 1 1 5,8 3 1 0. 0 7 1 93 0 . 0 0 1 , 0 9 7 . 8 1 1 , 8 9 9 . 1 1 2 , 6 9 6 3 , 4 8 8 4 , 2 7 2 5 , 0 4 8 5 , 8 1 5 6 , 5 7 3 7 , 3 1 9 8 , 0 5 2 8 , 7 7 1 9 , 4 7 5 1 0 , 1 6 1 1 0 , 8 2 7 1 1 , 4 7 0 1 2 , 0 8 8 1 2 , 6 7 6 1 3 , 2 2 6 1 3 , 7 2 7 1 4 , 1 4 5 1 4 , 5 2 9 1 5,9 9 3 0. 0 7 2 94 0 . 0 0 1 , 1 0 8 . 7 8 1 , 9 1 8 . 2 6 2 , 7 2 4 3 , 5 2 3 4 , 3 1 5 5 , 0 9 9 5 , 8 7 5 6 , 6 4 0 7 , 3 9 4 8 , 1 3 4 8 , 8 6 1 9 , 5 7 1 1 0 , 2 6 4 1 0 , 9 3 8 1 1 , 5 8 7 1 2 , 2 1 2 1 2 , 8 0 5 1 3 , 3 6 1 1 3 , 8 6 7 1 4 , 2 8 9 1 4 , 6 7 7 1 6,1 5 6 0. 0 7 3 95 0 . 0 0 1 , 1 1 9 . 7 5 1 , 9 3 7 . 4 1 2 , 7 5 1 3 , 5 5 8 4 , 3 5 9 5 , 1 5 1 5 , 9 3 4 6 , 7 0 7 7 , 4 6 9 8 , 2 1 6 8 , 9 5 0 9 , 6 6 8 1 0 , 3 6 8 1 1 , 0 4 8 1 1 , 7 0 4 1 2 , 3 3 5 1 2 , 9 3 4 1 3 , 4 9 6 1 4 , 0 0 7 1 4 , 4 3 3 1 4 , 8 2 5 1 6,3 1 8 0. 0 7 4 96 0 . 0 0 1 , 1 3 0 . 7 2 1 , 9 5 6 . 5 6 2 , 7 7 8 3 , 5 9 4 4 , 4 0 2 5 , 2 0 2 5 , 9 9 3 6 , 7 7 4 7 , 5 4 3 8 , 2 9 8 9 , 0 4 0 9 , 7 6 5 1 0 , 4 7 2 1 1 , 1 5 8 1 1 , 8 2 1 1 2 , 4 5 8 1 3 , 0 6 3 1 3 , 6 3 1 1 4 , 1 4 7 1 4 , 5 7 8 1 4 , 9 7 3 1 6,4 8 1 0. 0 7 5 97 0 . 0 0 1 , 1 4 1 . 6 9 1 , 9 7 5 . 7 1 2 , 8 0 6 3 , 6 2 9 4 , 4 4 5 5 , 2 5 3 6 , 0 5 2 6 , 8 4 0 7 , 6 1 8 8 , 3 8 0 9 , 1 2 9 9 , 8 6 1 1 0 , 5 7 5 1 1 , 2 6 9 1 1 , 9 3 8 1 2 , 5 8 1 1 3 , 1 9 3 1 3 , 7 6 6 1 4 , 2 8 6 1 4 , 7 2 2 1 5 , 1 2 1 1 6,6 4 4 0. 0 7 5 98 0 . 0 0 1 , 1 5 2 . 6 6 1 , 9 9 4 . 8 6 2 , 8 3 3 3 , 6 6 4 4 , 4 8 9 5 , 3 0 5 6 , 1 1 1 6 , 9 0 7 7 , 6 9 2 8 , 4 6 2 9 , 2 1 8 9 , 9 5 8 1 0 , 6 7 9 1 1 , 3 7 9 1 2 , 0 5 5 1 2 , 7 0 5 1 3 , 3 2 2 1 3 , 9 0 1 1 4 , 4 2 6 1 4 , 8 6 6 1 5 , 2 6 9 1 6,8 0 6 0. 0 7 6 99 0 . 0 0 1 , 1 6 3 . 6 3 2 , 0 1 4 . 0 1 2 , 8 6 0 3 , 7 0 0 4 , 5 3 2 5 , 3 5 6 6 , 1 7 0 6 , 9 7 4 7 , 7 6 7 8 , 5 4 4 9 , 3 0 8 1 0 , 0 5 4 1 0 , 7 8 2 1 1 , 4 9 0 1 2 , 1 7 2 1 2 , 8 2 8 1 3 , 4 5 1 1 4 , 0 3 6 1 4 , 5 6 6 1 5 , 0 1 0 1 5 , 4 1 7 16 , 9 6 9 0. 0 7 7 10 0 0 . 0 0 1 , 1 7 4 . 6 0 2 , 0 3 3 . 1 6 2 , 8 8 7 3 , 7 3 5 4 , 5 7 6 5 , 4 0 7 6 , 2 2 9 7 , 0 4 1 7 , 8 4 1 8 , 6 2 6 9 , 3 9 7 1 0 , 1 5 1 1 0 , 8 8 6 1 1 , 6 0 0 1 2 , 2 8 9 1 2 , 9 5 1 1 3 , 5 8 0 1 4 , 1 7 0 1 4 , 7 0 6 1 5 , 1 5 4 1 5 , 5 6 51 7 , 1 3 2 0. 0 7 8 10 1 0 . 0 0 1 , 1 8 5 . 5 7 2 , 0 5 2 . 3 1 2 , 9 1 5 3 , 7 7 1 4 , 6 1 9 5 , 4 5 9 6 , 2 8 9 7 , 1 0 8 7 , 9 1 6 8 , 7 0 8 9 , 4 8 6 1 0 , 2 4 7 1 0 , 9 8 9 1 1 , 7 1 0 1 2 , 4 0 6 1 3 , 0 7 4 1 3 , 7 1 0 1 4 , 3 0 5 1 4 , 8 4 6 1 5 , 2 9 8 1 5 , 7 1 31 7 , 2 9 4 0. 0 7 8 10 2 0 . 0 0 1 , 1 9 6 . 5 4 2 , 0 7 1 . 4 6 2 , 9 4 2 3 , 8 0 6 4 , 6 6 2 5 , 5 1 0 6 , 3 4 8 7 , 1 7 5 7 , 9 9 0 8 , 7 9 0 9 , 5 7 6 1 0 , 3 4 4 1 1 , 0 9 3 1 1 , 8 2 1 1 2 , 5 2 3 1 3 , 1 9 8 1 3 , 8 3 9 1 4 , 4 4 0 1 4 , 9 8 6 1 5 , 4 4 2 1 5 , 8 6 11 7 , 4 5 7 0. 0 7 9 10 3 0 . 0 0 1 , 2 0 7 . 5 1 2 , 0 9 0 . 6 1 2 , 9 6 9 3 , 8 4 1 4 , 7 0 6 5 , 5 6 1 6 , 4 0 7 7 , 2 4 2 8 , 0 6 5 8 , 8 7 2 9 , 6 6 5 1 0 , 4 4 0 1 1 , 1 9 6 1 1 , 9 3 1 1 2 , 6 4 0 1 3 , 3 2 1 1 3 , 9 6 8 1 4 , 5 7 5 1 5 , 1 2 6 1 5 , 5 8 7 1 6 , 0 0 91 7 , 6 1 9 0. 0 8 0 10 4 0 . 0 0 1 , 2 1 8 . 4 8 2 , 1 0 9 . 7 6 2 , 9 9 7 3 , 8 7 7 4 , 7 4 9 5 , 6 1 2 6 , 4 6 6 7 , 3 0 9 8 , 1 3 9 8 , 9 5 4 9 , 7 5 4 1 0 , 5 3 7 1 1 , 3 0 0 1 2 , 0 4 1 1 2 , 7 5 7 1 3 , 4 4 4 1 4 , 0 9 7 1 4 , 7 1 0 1 5 , 2 6 6 1 5 , 7 3 1 1 6 , 1 5 71 7 , 7 8 2 0. 0 8 1 10 5 0 . 0 0 1 , 2 2 9 . 4 5 2 , 1 2 8 . 9 1 3 , 0 2 4 3 , 9 1 2 4 , 7 9 2 5 , 6 6 4 6 , 5 2 5 7 , 3 7 6 8 , 2 1 4 9 , 0 3 6 9 , 8 4 4 1 0 , 6 3 4 1 1 , 4 0 4 1 2 , 1 5 2 1 2 , 8 7 4 1 3 , 5 6 7 1 4 , 2 2 7 1 4 , 8 4 5 1 5 , 4 0 6 1 5 , 8 7 5 1 6 , 3 0 51 7 , 9 4 5 0. 0 8 1 10 6 0 . 0 0 1 , 2 4 0 . 4 2 2 , 1 4 8 . 0 6 3 , 0 5 1 3 , 9 4 7 4 , 8 3 6 5 , 7 1 5 6 , 5 8 4 7 , 4 4 3 8 , 2 8 8 9 , 1 1 9 9 , 9 3 3 1 0 , 7 3 0 1 1 , 5 0 7 1 2 , 2 6 2 1 2 , 9 9 1 1 3 , 6 9 1 1 4 , 3 5 6 1 4 , 9 7 9 1 5 , 5 4 6 1 6 , 0 1 9 1 6 , 4 5 31 8 , 1 0 7 0. 0 8 2 10 7 0 . 0 0 1 , 2 5 1 . 3 9 2 , 1 6 7 . 2 1 3 , 0 7 8 3 , 9 8 3 4 , 8 7 9 5 , 7 6 6 6 , 6 4 4 7 , 5 0 9 8 , 3 6 3 9 , 2 0 1 1 0 , 0 2 2 1 0 , 8 2 7 1 1 , 6 1 1 1 2 , 3 7 2 1 3 , 1 0 8 1 3 , 8 1 4 1 4 , 4 8 5 1 5 , 1 1 4 1 5 , 6 8 6 1 6 , 1 6 3 1 6 , 6 01 1 8 , 2 7 0 0. 0 8 3 10 8 0 . 0 0 1 , 2 6 2 . 3 6 2 , 1 8 6 . 3 6 3 , 1 0 6 4 , 0 1 8 4 , 9 2 3 5 , 8 1 8 6 , 7 0 3 7 , 5 7 6 8 , 4 3 7 9 , 2 8 3 1 0 , 1 1 2 1 0 , 9 2 3 1 1 , 7 1 4 1 2 , 4 8 3 1 3 , 2 2 5 1 3 , 9 3 7 1 4 , 6 1 4 1 5 , 2 4 9 1 5 , 8 2 6 1 6 , 3 0 7 1 6 , 7 49 1 8 , 4 3 2 0. 0 8 4 10 9 0 . 0 0 1 , 2 7 3 . 3 3 2 , 2 0 5 . 5 1 3 , 1 3 3 4 , 0 5 3 4 , 9 6 6 5 , 8 6 9 6 , 7 6 2 7 , 6 4 3 8 , 5 1 2 9 , 3 6 5 1 0 , 2 0 1 1 1 , 0 2 0 1 1 , 8 1 8 1 2 , 5 9 3 1 3 , 3 4 2 1 4 , 0 6 0 1 4 , 7 4 4 1 5 , 3 8 4 1 5 , 9 6 6 1 6 , 4 5 1 1 6 , 8 97 1 8 , 5 9 5 0. 0 8 5 11 0 0 . 0 0 1 , 2 8 4 . 3 0 2 , 2 2 4 . 6 6 3 , 1 6 0 4 , 0 8 9 5 , 0 0 9 5 , 9 2 0 6 , 8 2 1 7 , 7 1 0 8 , 5 8 6 9 , 4 4 7 1 0 , 2 9 1 1 1 , 1 1 6 1 1 , 9 2 1 1 2 , 7 0 4 1 3 , 4 5 8 1 4 , 1 8 4 1 4 , 8 7 3 1 5 , 5 1 9 1 6 , 1 0 6 1 6 , 5 9 5 1 7 , 0 45 1 8 , 7 5 8 0. 0 8 5 11 1 0 . 0 0 1 , 2 9 5 . 2 7 2 , 2 4 3 . 8 1 3 , 1 8 8 4 , 1 2 4 5 , 0 5 3 5 , 9 7 2 6 , 8 8 0 7 , 7 7 7 8 , 6 6 1 9 , 5 2 9 1 0 , 3 8 0 1 1 , 2 1 3 1 2 , 0 2 5 1 2 , 8 1 4 1 3 , 5 7 5 1 4 , 3 0 7 1 5 , 0 0 2 1 5 , 6 5 4 1 6 , 2 4 6 1 6 , 7 4 0 1 7 , 1 93 1 8 , 9 2 0 0. 0 8 6 11 2 0 . 0 0 1 , 3 0 6 . 2 4 2 , 2 6 2 . 9 6 3 , 2 1 5 4 , 1 6 0 5 , 0 9 6 6 , 0 2 3 6 , 9 3 9 7 , 8 4 4 8 , 7 3 5 9 , 6 1 1 1 0 , 4 6 9 1 1 , 3 0 9 1 2 , 1 2 8 1 2 , 9 2 4 1 3 , 6 9 2 1 4 , 4 3 0 1 5 , 1 3 1 1 5 , 7 8 9 1 6 , 3 8 5 1 6 , 8 8 4 1 7 , 3 41 1 9 , 0 8 3 0. 0 8 7 11 3 0 . 0 0 1 , 3 1 7 . 2 1 2 , 2 8 2 . 1 1 3 , 2 4 2 4 , 1 9 5 5 , 1 3 9 6 , 0 7 4 6 , 9 9 8 7 , 9 1 1 8 , 8 1 0 9 , 6 9 3 1 0 , 5 5 9 1 1 , 4 0 6 1 2 , 2 3 2 1 3 , 0 3 5 1 3 , 8 0 9 1 4 , 5 5 3 1 5 , 2 6 1 1 5 , 9 2 3 1 6 , 5 2 5 1 7 , 0 2 8 1 7 , 4 89 1 9 , 2 4 6 0. 0 8 8 11 4 0 . 0 0 1 , 3 2 8 . 1 8 2 , 3 0 1 . 2 6 3 , 2 6 9 4 , 2 3 0 5 , 1 8 3 6 , 1 2 6 7 , 0 5 8 7 , 9 7 8 8 , 8 8 4 9 , 7 7 5 1 0 , 6 4 8 1 1 , 5 0 2 1 2 , 3 3 6 1 3 , 1 4 5 1 3 , 9 2 6 1 4 , 6 7 7 1 5 , 3 9 0 1 6 , 0 5 8 1 6 , 6 6 5 1 7 , 1 7 2 1 7 , 6 37 1 9 , 4 0 8 0. 0 8 8 11 5 0 . 0 0 1 , 3 3 9 . 1 5 2 , 3 2 0 . 4 1 3 , 2 9 7 4 , 2 6 6 5 , 2 2 6 6 , 1 7 7 7 , 1 1 7 8 , 0 4 5 8 , 9 5 9 9 , 8 5 7 1 0 , 7 3 7 1 1 , 5 9 9 1 2 , 4 3 9 1 3 , 2 5 5 1 4 , 0 4 3 1 4 , 8 0 0 1 5 , 5 1 9 1 6 , 1 9 3 1 6 , 8 0 5 1 7 , 3 1 6 1 7 , 7 85 1 9 , 5 7 1 0. 0 8 9 11 6 0 . 0 0 1 , 3 5 0 . 1 2 2 , 3 3 9 . 5 6 3 , 3 2 4 4 , 3 0 1 5 , 2 7 0 6 , 2 2 8 7 , 1 7 6 8 , 1 1 1 9 , 0 3 3 9 , 9 3 9 1 0 , 8 2 7 1 1 , 6 9 6 1 2 , 5 4 3 1 3 , 3 6 6 1 4 , 1 6 0 1 4 , 9 2 3 1 5 , 6 4 8 1 6 , 3 2 8 1 6 , 9 4 5 1 7 , 4 6 0 1 7 , 9 33 1 9 , 7 3 3 0. 0 9 0 11 7 0 . 0 0 1 , 3 6 1 . 0 9 2 , 3 5 8 . 7 1 3 , 3 5 1 4 , 3 3 6 5 , 3 1 3 6 , 2 8 0 7 , 2 3 5 8 , 1 7 8 9 , 1 0 8 1 0 , 0 2 1 1 0 , 9 1 6 1 1 , 7 9 2 1 2 , 6 4 6 1 3 , 4 7 6 1 4 , 2 7 7 1 5 , 0 4 6 1 5 , 7 7 7 1 6 , 4 6 3 1 7 , 0 8 5 1 7 , 6 0 4 1 8 , 08 1 1 9 , 8 9 6 0. 0 9 1 11 8 0 . 0 0 1 , 3 7 2 . 0 6 2 , 3 7 7 . 8 6 3 , 3 7 9 4 , 3 7 2 5 , 3 5 6 6 , 3 3 1 7 , 2 9 4 8 , 2 4 5 9 , 1 8 2 1 0 , 1 0 3 1 1 , 0 0 5 1 1 , 8 8 9 1 2 , 7 5 0 1 3 , 5 8 7 1 4 , 3 9 4 1 5 , 1 7 0 1 5 , 9 0 7 1 6 , 5 9 8 1 7 , 2 2 5 1 7 , 7 4 9 1 8 , 22 9 2 0 , 0 5 9 0. 0 9 2 11 9 0 . 0 0 1 , 3 8 3 . 0 3 2 , 3 9 7 . 0 1 3 , 4 0 6 4 , 4 0 7 5 , 4 0 0 6 , 3 8 2 7 , 3 5 3 8 , 3 1 2 9 , 2 5 7 1 0 , 1 8 5 1 1 , 0 9 5 1 1 , 9 8 5 1 2 , 8 5 3 1 3 , 6 9 7 1 4 , 5 1 1 1 5 , 2 9 3 1 6 , 0 3 6 1 6 , 7 3 3 1 7 , 3 6 5 1 7 , 8 9 3 1 8 , 37 7 2 0 , 2 2 1 0. 0 9 2 12 0 0 . 0 0 1 , 3 9 4 . 0 0 2 , 4 1 6 . 1 6 3 , 4 3 3 4 , 4 4 3 5 , 4 4 3 6 , 4 3 3 7 , 4 1 2 8 , 3 7 9 9 , 3 3 2 1 0 , 2 6 7 1 1 , 1 8 4 1 2 , 0 8 2 1 2 , 9 5 7 1 3 , 8 0 7 1 4 , 6 2 8 1 5 , 4 1 6 1 6 , 1 6 5 1 6 , 8 6 7 1 7 , 5 0 5 1 8 , 0 3 7 1 8 , 52 5 2 0 , 3 8 4 0. 0 9 3 12 1 0 . 0 0 1 , 4 0 4 . 9 7 2 , 4 3 5 . 3 1 3 , 4 6 0 4 , 4 7 8 5 , 4 8 7 6 , 4 8 5 7 , 4 7 2 8 , 4 4 6 9 , 4 0 6 1 0 , 3 4 9 1 1 , 2 7 4 1 2 , 1 7 8 1 3 , 0 6 1 1 3 , 9 1 8 1 4 , 7 4 5 1 5 , 5 3 9 1 6 , 2 9 4 1 7 , 0 0 2 1 7 , 6 4 5 1 8 , 1 8 1 1 8 , 67 3 2 0 , 5 4 7 0. 0 9 4 12 2 0 . 0 0 1 , 4 1 5 . 9 4 2 , 4 5 4 . 4 6 3 , 4 8 8 4 , 5 1 3 5 , 5 3 0 6 , 5 3 6 7 , 5 3 1 8 , 5 1 3 9 , 4 8 1 1 0 , 4 3 1 1 1 , 3 6 3 1 2 , 2 7 5 1 3 , 1 6 4 1 4 , 0 2 8 1 4 , 8 6 2 1 5 , 6 6 3 1 6 , 4 2 4 1 7 , 1 3 7 1 7 , 7 8 5 1 8 , 3 2 5 1 8 , 82 1 2 0 , 7 0 9 0. 0 9 5 12 3 0 . 0 0 1 , 4 2 6 . 9 1 2 , 4 7 3 . 6 1 3 , 5 1 5 4 , 5 4 9 5 , 5 7 3 6 , 5 8 7 7 , 5 9 0 8 , 5 8 0 9 , 5 5 5 1 0 , 5 1 3 1 1 , 4 5 2 1 2 , 3 7 1 1 3 , 2 6 8 1 4 , 1 3 8 1 4 , 9 7 9 1 5 , 7 8 6 1 6 , 5 5 3 1 7 , 2 7 2 1 7 , 9 2 5 1 8 , 4 6 9 1 8 , 96 9 2 0 , 8 7 2 0. 0 9 5 12 4 0 . 0 0 1 , 4 3 7 . 8 8 2 , 4 9 2 . 7 6 3 , 5 4 2 4 , 5 8 4 5 , 6 1 7 6 , 6 3 9 7 , 6 4 9 8 , 6 4 7 9 , 6 3 0 1 0 , 5 9 5 1 1 , 5 4 2 1 2 , 4 6 8 1 3 , 3 7 1 1 4 , 2 4 9 1 5 , 0 9 6 1 5 , 9 0 9 1 6 , 6 8 2 1 7 , 4 0 7 1 8 , 0 6 5 1 8 , 6 1 3 1 9 , 11 7 2 1 , 0 3 4 0. 0 9 6 12 5 0 . 0 0 1 , 4 4 8 . 8 5 2 , 5 1 1 . 9 1 3 , 5 7 0 4 , 6 1 9 5 , 6 6 0 6 , 6 9 0 7 , 7 0 8 8 , 7 1 3 9 , 7 0 4 1 0 , 6 7 7 1 1 , 6 3 1 1 2 , 5 6 5 1 3 , 4 7 5 1 4 , 3 5 9 1 5 , 2 1 3 1 6 , 0 3 2 1 6 , 8 1 1 1 7 , 5 4 2 1 8 , 2 0 5 1 8 , 7 5 8 1 9 , 26 5 2 1 , 1 9 7 0. 0 9 7 12 6 0 . 0 0 1 , 4 5 9 . 8 2 2 , 5 3 1 . 0 6 3 , 5 9 7 4 , 6 5 5 5 , 7 0 3 6 , 7 4 1 7 , 7 6 7 8 , 7 8 0 9 , 7 7 9 1 0 , 7 5 9 1 1 , 7 2 0 1 2 , 6 6 1 1 3 , 5 7 8 1 4 , 4 7 0 1 5 , 3 2 9 1 6 , 1 5 6 1 6 , 9 4 1 1 7 , 6 7 6 1 8 , 3 4 4 1 8 , 9 0 2 1 9 , 41 3 2 1 , 3 6 0 0. 0 9 8 12 7 0 . 0 0 1 , 4 7 0 . 7 9 2 , 5 5 0 . 2 1 3 , 6 2 4 4 , 6 9 0 5 , 7 4 7 6 , 7 9 3 7 , 8 2 7 8 , 8 4 7 9 , 8 5 3 1 0 , 8 4 1 1 1 , 8 1 0 1 2 , 7 5 8 1 3 , 6 8 2 1 4 , 5 8 0 1 5 , 4 4 6 1 6 , 2 7 9 1 7 , 0 7 0 1 7 , 8 1 1 1 8 , 4 8 4 1 9 , 0 4 6 1 9 , 56 1 2 1 , 5 2 2 0. 0 9 9 12 8 0 . 0 0 1 , 4 8 1 . 7 6 2 , 5 6 9 . 3 6 3 , 6 5 2 4 , 7 2 6 5 , 7 9 0 6 , 8 4 4 7 , 8 8 6 8 , 9 1 4 9 , 9 2 8 1 0 , 9 2 3 1 1 , 8 9 9 1 2 , 8 5 4 1 3 , 7 8 5 1 4 , 6 9 0 1 5 , 5 6 3 1 6 , 4 0 2 1 7 , 1 9 9 1 7 , 9 4 6 1 8 , 6 2 4 1 9 , 1 9 0 1 9 , 70 9 2 1 , 6 8 5 0. 0 9 9 12 9 0 . 0 0 1 , 4 9 2 . 7 3 2 , 5 8 8 . 5 1 3 , 6 7 9 4 , 7 6 1 5 , 8 3 4 6 , 8 9 5 7 , 9 4 5 8 , 9 8 1 1 0 , 0 0 2 1 1 , 0 0 5 1 1 , 9 8 8 1 2 , 9 5 1 1 3 , 8 8 9 1 4 , 8 0 1 1 5 , 6 8 0 1 6 , 5 2 5 1 7 , 3 2 8 1 8 , 0 8 1 1 8 , 7 6 4 1 9 , 3 3 4 1 9 ,8 5 7 2 1 , 8 4 8 0. 1 0 0 13 0 0 . 0 0 1 , 5 0 3 . 7 0 2 , 6 0 7 . 6 6 3 , 7 0 6 4 , 7 9 6 5 , 8 7 7 6 , 9 4 7 8 , 0 0 4 9 , 0 4 8 1 0 , 0 7 7 1 1 , 0 8 7 1 2 , 0 7 8 1 3 , 0 4 7 1 3 , 9 9 3 1 4 , 9 1 1 1 5 , 7 9 7 1 6 , 6 4 9 1 7 , 4 5 8 1 8 , 2 1 6 1 8 , 9 0 4 1 9 , 4 7 8 2 0 ,0 0 5 2 2 , 0 1 0 0. 1 0 1 13 1 0 . 0 0 1 , 5 1 4 . 6 7 2 , 6 2 6 . 8 1 3 , 7 3 3 4 , 8 3 2 5 , 9 2 0 6 , 9 9 8 8 , 0 6 3 9 , 1 1 5 1 0 , 1 5 1 1 1 , 1 6 9 1 2 , 1 6 7 1 3 , 1 4 4 1 4 , 0 9 6 1 5 , 0 2 1 1 5 , 9 1 4 1 6 , 7 7 2 1 7 , 5 8 7 1 8 , 3 5 1 1 9 , 0 4 4 1 9 , 6 2 2 2 0 ,1 5 3 2 2 , 1 7 3 0. 1 0 2 13 2 0 . 0 0 1 , 5 2 5 . 6 4 2 , 6 4 5 . 9 6 3 , 7 6 1 4 , 8 6 7 5 , 9 6 4 7 , 0 4 9 8 , 1 2 2 9 , 1 8 2 1 0 , 2 2 6 1 1 , 2 5 1 1 2 , 2 5 6 1 3 , 2 4 0 1 4 , 2 0 0 1 5 , 1 3 2 1 6 , 0 3 1 1 6 , 8 9 5 1 7 , 7 1 6 1 8 , 4 8 6 1 9 , 1 8 4 1 9 , 7 6 7 2 0 ,3 0 1 2 2 , 3 3 5 0. 1 0 2 13 3 0 . 0 0 1 , 5 3 6 . 6 1 2 , 6 6 5 . 1 1 3 , 7 8 8 4 , 9 0 2 6 , 0 0 7 7 , 1 0 0 8 , 1 8 1 9 , 2 4 9 1 0 , 3 0 0 1 1 , 3 3 3 1 2 , 3 4 6 1 3 , 3 3 7 1 4 , 3 0 3 1 5 , 2 4 2 1 6 , 1 4 8 1 7 , 0 1 8 1 7 , 8 4 5 1 8 , 6 2 0 1 9 , 3 2 4 1 9 , 9 1 1 2 0 ,4 4 9 2 2 , 4 9 8 0. 1 0 3 13 4 0 . 0 0 1 , 5 4 7 . 5 8 2 , 6 8 4 . 2 6 3 , 8 1 5 4 , 9 3 8 6 , 0 5 0 7 , 1 5 2 8 , 2 4 1 9 , 3 1 5 1 0 , 3 7 5 1 1 , 4 1 5 1 2 , 4 3 5 1 3 , 4 3 3 1 4 , 4 0 7 1 5 , 3 5 2 1 6 , 2 6 5 1 7 , 1 4 2 1 7 , 9 7 5 1 8 , 7 5 5 1 9 , 4 6 4 2 0 , 0 5 5 2 0 ,5 9 7 2 2 , 6 6 1 0. 1 0 4 13 5 0 . 0 0 1 , 5 5 8 . 5 5 2 , 7 0 3 . 4 1 3 , 8 4 3 4 , 9 7 3 6 , 0 9 4 7 , 2 0 3 8 , 3 0 0 9 , 3 8 2 1 0 , 4 4 9 1 1 , 4 9 7 1 2 , 5 2 5 1 3 , 5 3 0 1 4 , 5 1 0 1 5 , 4 6 3 1 6 , 3 8 2 1 7 , 2 6 5 1 8 , 1 0 4 1 8 , 8 9 0 1 9 , 6 0 4 2 0 , 1 9 9 2 0 ,7 4 5 2 2 , 8 2 3 0. 1 0 5 13 6 0 . 0 0 1 , 5 6 9 . 5 2 2 , 7 2 2 . 5 6 3 , 8 7 0 5 , 0 0 8 6 , 1 3 7 7 , 2 5 4 8 , 3 5 9 9 , 4 4 9 1 0 , 5 2 4 1 1 , 5 7 9 1 2 , 6 1 4 1 3 , 6 2 7 1 4 , 6 1 4 1 5 , 5 7 3 1 6 , 4 9 9 1 7 , 3 8 8 1 8 , 2 3 3 1 9 , 0 2 5 1 9 , 7 4 4 2 0 , 3 4 3 2 0 ,8 9 3 2 2 , 9 8 6 0. 1 0 6 13 7 0 . 0 0 1 , 5 8 0 . 4 9 2 , 7 4 1 . 7 1 3 , 8 9 7 5 , 0 4 4 6 , 1 8 1 7 , 3 0 6 8 , 4 1 8 9 , 5 1 6 1 0 , 5 9 8 1 1 , 6 6 1 1 2 , 7 0 3 1 3 , 7 2 3 1 4 , 7 1 7 1 5 , 6 8 4 1 6 , 6 1 6 1 7 , 5 1 1 1 8 , 3 6 2 1 9 , 1 6 0 1 9 , 8 8 4 2 0 , 4 8 7 2 1 ,0 4 1 2 3 , 1 4 8 0. 1 0 6 13 8 0 . 0 0 1 , 5 9 1 . 4 6 2 , 7 6 0 . 8 6 3 , 9 2 4 5 , 0 7 9 6 , 2 2 4 7 , 3 5 7 8 , 4 7 7 9 , 5 8 3 1 0 , 6 7 3 1 1 , 7 4 3 1 2 , 7 9 3 1 3 , 8 2 0 1 4 , 8 2 1 1 5 , 7 9 4 1 6 , 7 3 3 1 7 , 6 3 5 1 8 , 4 9 2 1 9 , 2 9 5 2 0 , 0 2 4 2 0 , 6 3 1 2 1 ,1 8 9 2 3 , 3 1 1 0. 1 0 7 13 9 0 . 0 0 1 , 6 0 2 . 4 3 2 , 7 8 0 . 0 1 3 , 9 5 2 5 , 1 1 5 6 , 2 6 7 7 , 4 0 8 8 , 5 3 6 9 , 6 5 0 1 0 , 7 4 7 1 1 , 8 2 5 1 2 , 8 8 2 1 3 , 9 1 6 1 4 , 9 2 5 1 5 , 9 0 4 1 6 , 8 5 0 1 7 , 7 5 8 1 8 , 6 2 1 1 9 , 4 3 0 2 0 , 1 6 4 2 0 , 7 7 6 2 1 ,3 3 7 2 3 , 4 7 4 0. 1 0 8 14 0 0 . 0 0 1 , 6 1 3 . 4 0 2 , 7 9 9 . 1 6 3 , 9 7 9 5 , 1 5 0 6 , 3 1 1 7 , 4 6 0 8 , 5 9 5 9 , 7 1 7 1 0 , 8 2 2 1 1 , 9 0 7 1 2 , 9 7 1 1 4 , 0 1 3 1 5 , 0 2 8 1 6 , 0 1 5 1 6 , 9 6 7 1 7 , 8 8 1 1 8 , 7 5 0 1 9 , 5 6 4 2 0 , 3 0 3 2 0 , 9 2 0 2 1 ,4 8 5 2 3 , 6 3 6 0. 1 0 9 14 1 0 . 0 0 1 , 6 2 4 . 3 7 2 , 8 1 8 . 3 1 4 , 0 0 6 5 , 1 8 5 6 , 3 5 4 7 , 5 1 1 8 , 6 5 5 9 , 7 8 4 1 0 , 8 9 6 1 1 , 9 8 9 1 3 , 0 6 1 1 4 , 1 0 9 1 5 , 1 3 2 1 6 , 1 2 5 1 7 , 0 8 4 1 8 , 0 0 4 1 8 , 8 7 9 1 9 , 6 9 9 2 0 , 4 4 3 2 1 , 0 6 4 2 1 ,6 3 3 2 3 , 7 9 9 0. 1 0 9 14 2 0 . 0 0 1 , 6 3 5 . 3 4 2 , 8 3 7 . 4 6 4 , 0 3 4 5 , 2 2 1 6 , 3 9 7 7 , 5 6 2 8 , 7 1 4 9 , 8 5 1 1 0 , 9 7 1 1 2 , 0 7 1 1 3 , 1 5 0 1 4 , 2 0 6 1 5 , 2 3 5 1 6 , 2 3 5 1 7 , 2 0 1 1 8 , 1 2 8 1 9 , 0 0 8 1 9 , 8 3 4 2 0 , 5 8 3 2 1 , 2 0 8 2 1 ,7 8 1 2 3 , 9 6 2 0. 1 1 0 14 3 0 . 0 0 1 , 6 4 6 . 3 1 2 , 8 5 6 . 6 1 4 , 0 6 1 5 , 2 5 6 6 , 4 4 1 7 , 6 1 4 8 , 7 7 3 9 , 9 1 7 1 1 , 0 4 5 1 2 , 1 5 3 1 3 , 2 3 9 1 4 , 3 0 2 1 5 , 3 3 9 1 6 , 3 4 6 1 7 , 3 1 7 1 8 , 2 5 1 1 9 , 1 3 8 1 9 , 9 6 9 2 0 , 7 2 3 2 1 , 3 5 2 2 1 ,9 2 9 2 4 , 1 2 4 0. 1 1 1 14 4 0 . 0 0 1 , 6 5 7 . 2 8 2 , 8 7 5 . 7 6 4 , 0 8 8 5 , 2 9 1 6 , 4 8 4 7 , 6 6 5 8 , 8 3 2 9 , 9 8 4 1 1 , 1 2 0 1 2 , 2 3 5 1 3 , 3 2 9 1 4 , 3 9 9 1 5 , 4 4 2 1 6 , 4 5 6 1 7 , 4 3 4 1 8 , 3 7 4 1 9 , 2 6 7 2 0 , 1 0 4 2 0 , 8 6 3 2 1 , 4 9 6 2 2 ,0 7 7 2 4 , 2 8 7 0. 1 1 2 14 5 0 . 0 0 1 , 6 6 8 . 2 5 2 , 8 9 4 . 9 1 4 , 1 1 5 5 , 3 2 7 6 , 5 2 8 7 , 7 1 6 8 , 8 9 1 1 0 , 0 5 1 1 1 , 1 9 5 1 2 , 3 1 7 1 3 , 4 1 8 1 4 , 4 9 6 1 5 , 5 4 6 1 6 , 5 6 7 1 7 , 5 5 1 1 8 , 4 9 7 1 9 , 3 9 6 2 0 , 2 3 9 2 1 , 0 0 3 2 1 , 6 4 0 2 2, 2 2 5 2 4 , 4 4 9 0. 1 1 3 14 6 0 . 0 0 1 , 6 7 9 . 2 2 2 , 9 1 4 . 0 6 4 , 1 4 3 5 , 3 6 2 6 , 5 7 1 7 , 7 6 8 8 , 9 5 0 1 0 , 1 1 8 1 1 , 2 6 9 1 2 , 3 9 9 1 3 , 5 0 8 1 4 , 5 9 2 1 5 , 6 5 0 1 6 , 6 7 7 1 7 , 6 6 8 1 8 , 6 2 1 1 9 , 5 2 5 2 0 , 3 7 3 2 1 , 1 4 3 2 1 , 7 8 5 2 2, 3 7 3 2 4 , 6 1 2 0. 1 1 3 14 7 0 . 0 0 1 , 6 9 0 . 1 9 2 , 9 3 3 . 2 1 4 , 1 7 0 5 , 3 9 8 6 , 6 1 4 7 , 8 1 9 9 , 0 1 0 1 0 , 1 8 5 1 1 , 3 4 4 1 2 , 4 8 1 1 3 , 5 9 7 1 4 , 6 8 9 1 5 , 7 5 3 1 6 , 7 8 7 1 7 , 7 8 5 1 8 , 7 4 4 1 9 , 6 5 5 2 0 , 5 0 8 2 1 , 2 8 3 2 1 , 9 2 9 2 2, 5 2 1 2 4 , 7 7 5 0. 1 1 4 14 8 0 . 0 0 1 , 7 0 1 . 1 6 2 , 9 5 2 . 3 6 4 , 1 9 7 5 , 4 3 3 6 , 6 5 8 7 , 8 7 0 9 , 0 6 9 1 0 , 2 5 2 1 1 , 4 1 8 1 2 , 5 6 3 1 3 , 6 8 6 1 4 , 7 8 5 1 5 , 8 5 7 1 6 , 8 9 8 1 7 , 9 0 2 1 8 , 8 6 7 1 9 , 7 8 4 2 0 , 6 4 3 2 1 , 4 2 3 2 2 , 0 7 3 2 2, 6 6 9 2 4 , 9 3 7 0. 1 1 5 14 9 0 . 0 0 1 , 7 1 2 . 1 3 2 , 9 7 1 . 5 1 4 , 2 2 5 5 , 4 6 8 6 , 7 0 1 7 , 9 2 1 9 , 1 2 8 1 0 , 3 1 9 1 1 , 4 9 3 1 2 , 6 4 5 1 3 , 7 7 6 1 4 , 8 8 2 1 5 , 9 6 0 1 7 , 0 0 8 1 8 , 0 1 9 1 8 , 9 9 0 1 9 , 9 1 3 2 0 , 7 7 8 2 1 , 5 6 3 2 2 , 2 1 7 2 2, 8 1 7 2 5 , 1 0 0 0. 1 1 6 15 0 0 . 0 0 1 , 7 2 3 . 1 0 2 , 9 9 0 . 6 6 4 , 2 5 2 5 , 5 0 4 6 , 7 4 5 7 , 9 7 3 9 , 1 8 7 1 0 , 3 8 6 1 1 , 5 6 7 1 2 , 7 2 7 1 3 , 8 6 5 1 4 , 9 7 8 1 6 , 0 6 4 1 7 , 1 1 8 1 8 , 1 3 6 1 9 , 1 1 4 2 0 , 0 4 2 2 0 , 9 1 3 2 1 , 7 0 3 2 2 , 3 6 1 2 2, 9 6 5 2 5 , 2 6 3 0. 1 1 6 15 1 0 . 0 0 1 , 7 3 4 . 0 7 3 , 0 0 9 . 8 1 4 , 2 7 9 5 , 5 3 9 6 , 7 8 8 8 , 0 2 4 9 , 2 4 6 1 0 , 4 5 3 1 1 , 6 4 2 1 2 , 8 0 9 1 3 , 9 5 4 1 5 , 0 7 5 1 6 , 1 6 7 1 7 , 2 2 9 1 8 , 2 5 3 1 9 , 2 3 7 2 0 , 1 7 2 2 1 , 0 4 8 2 1 , 8 4 3 2 2 , 5 0 5 2 3, 1 1 3 2 5 , 4 2 5 0. 1 1 7 15 2 0 . 0 0 1 , 7 4 5 . 0 4 3 , 0 2 8 . 9 6 4 , 3 0 6 5 , 5 7 4 6 , 8 3 1 8 , 0 7 5 9 , 3 0 5 1 0 , 5 1 9 1 1 , 7 1 6 1 2 , 8 9 1 1 4 , 0 4 4 1 5 , 1 7 1 1 6 , 2 7 1 1 7 , 3 3 9 1 8 , 3 7 0 1 9 , 3 6 0 2 0 , 3 0 1 2 1 , 1 8 3 2 1 , 9 8 3 2 2 , 6 4 9 2 3, 2 6 1 2 5 , 5 8 8 0. 1 1 8 15 3 0 . 0 0 1 , 7 5 6 . 0 1 3 , 0 4 8 . 1 1 4 , 3 3 4 5 , 6 1 0 6 , 8 7 5 8 , 1 2 7 9 , 3 6 4 1 0 , 5 8 6 1 1 , 7 9 1 1 2 , 9 7 3 1 4 , 1 3 3 1 5 , 2 6 8 1 6 , 3 7 4 1 7 , 4 4 9 1 8 , 4 8 7 1 9 , 4 8 3 2 0 , 4 3 0 2 1 , 3 1 7 2 2 , 1 2 3 2 2 , 7 9 4 2 3, 4 0 9 2 5 , 7 5 0 0. 1 1 9 15 4 0 . 0 0 1 , 7 6 6 . 9 8 3 , 0 6 7 . 2 6 4 , 3 6 1 5 , 6 4 5 6 , 9 1 8 8 , 1 7 8 9 , 4 2 4 1 0 , 6 5 3 1 1 , 8 6 5 1 3 , 0 5 5 1 4 , 2 2 2 1 5 , 3 6 4 1 6 , 4 7 8 1 7 , 5 6 0 1 8 , 6 0 4 1 9 , 6 0 7 2 0 , 5 5 9 2 1 , 4 5 2 2 2 , 2 6 3 2 2 , 9 3 8 2 3, 5 5 7 2 5 , 9 1 3 0. 1 2 0 15 5 0 . 0 0 1 , 7 7 7 . 9 5 3 , 0 8 6 . 4 1 4 , 3 8 8 5 , 6 8 1 6 , 9 6 1 8 , 2 2 9 9 , 4 8 3 1 0 , 7 2 0 1 1 , 9 4 0 1 3 , 1 3 7 1 4 , 3 1 2 1 5 , 4 6 1 1 6 , 5 8 2 1 7 , 6 7 0 1 8 , 7 2 1 1 9 , 7 3 0 2 0 , 6 8 9 2 1 , 5 8 7 2 2 , 4 0 2 2 3 , 0 8 2 2 3, 7 0 5 2 6 , 0 7 6 0. 1 2 0 15 6 0 . 0 0 1 , 7 8 8 . 9 2 3 , 1 0 5 . 5 6 4 , 4 1 6 5 , 7 1 6 7 , 0 0 5 8 , 2 8 1 9 , 5 4 2 1 0 , 7 8 7 1 2 , 0 1 4 1 3 , 2 1 9 1 4 , 4 0 1 1 5 , 5 5 8 1 6 , 6 8 5 1 7 , 7 8 1 1 8 , 8 3 8 1 9 , 8 5 3 2 0 , 8 1 8 2 1 , 7 2 2 2 2 , 5 4 2 2 3 , 2 2 6 2 3, 8 5 3 2 6 , 2 3 8 0. 1 2 1 15 7 0 . 0 0 1 , 7 9 9 . 8 9 3 , 1 2 4 . 7 1 4 , 4 4 3 5 , 7 5 1 7 , 0 4 8 8 , 3 3 2 9 , 6 0 1 1 0 , 8 5 4 1 2 , 0 8 9 1 3 , 3 0 1 1 4 , 4 9 0 1 5 , 6 5 4 1 6 , 7 8 9 1 7 , 8 9 1 1 8 , 9 5 5 1 9 , 9 7 6 2 0 , 9 4 7 2 1 , 8 5 7 2 2 , 6 8 2 2 3 , 3 7 0 2 4, 0 0 1 2 6 , 4 0 1 0. 1 2 2 15 8 0 . 0 0 1 , 8 1 0 . 8 6 3 , 1 4 3 . 8 6 4 , 4 7 0 5 , 7 8 7 7 , 0 9 2 8 , 3 8 3 9 , 6 6 0 1 0 , 9 2 1 1 2 , 1 6 3 1 3 , 3 8 3 1 4 , 5 8 0 1 5 , 7 5 1 1 6 , 8 9 2 1 8 , 0 0 1 1 9 , 0 7 2 2 0 , 1 0 0 2 1 , 0 7 6 2 1 , 9 9 2 2 2 , 8 2 2 2 3 , 5 1 4 2 4, 1 4 9 2 6 , 5 6 3 0. 1 2 3 15 9 0 . 0 0 1 , 8 2 1 . 8 3 3 , 1 6 3 . 0 1 4 , 4 9 8 5 , 8 2 2 7 , 1 3 5 8 , 4 3 5 9 , 7 1 9 1 0 , 9 8 8 1 2 , 2 3 8 1 3 , 4 6 5 1 4 , 6 6 9 1 5 , 8 4 7 1 6 , 9 9 6 1 8 , 1 1 2 1 9 , 1 8 9 2 0 , 2 2 3 2 1 , 2 0 6 2 2 , 1 2 7 2 2 , 9 6 2 2 3 , 6 5 8 2 4, 2 9 6 2 6 , 7 2 6 0. 1 2 3 16 0 0 . 0 0 1 , 8 3 2 . 8 0 3 , 1 8 2 . 1 6 4 , 5 2 5 5 , 8 5 7 7 , 1 7 8 8 , 4 8 6 9 , 7 7 8 1 1 , 0 5 5 1 2 , 3 1 2 1 3 , 5 4 7 1 4 , 7 5 9 1 5 , 9 4 4 1 7 , 0 9 9 1 8 , 2 2 2 1 9 , 3 0 5 2 0 , 3 4 6 2 1 , 3 3 5 2 2 , 2 6 1 2 3 , 1 0 2 2 3 , 8 0 2 2 4, 4 4 4 2 6 , 8 8 9 0. 1 2 4 16 1 0 . 0 0 1 , 8 4 3 . 7 7 3 , 2 0 1 . 3 1 4 , 5 5 2 5 , 8 9 3 7 , 2 2 2 8 , 5 3 7 9 , 8 3 8 1 1 , 1 2 1 1 2 , 3 8 7 1 3 , 6 2 9 1 4 , 8 4 8 1 6 , 0 4 0 1 7 , 2 0 3 1 8 , 3 3 2 1 9 , 4 2 2 2 0 , 4 6 9 2 1 , 4 6 4 2 2 , 3 9 6 2 3 , 2 4 2 2 3 , 9 4 7 2 4, 5 9 2 2 7 , 0 5 1 0. 1 2 5 16 2 0 . 0 0 1 , 8 5 4 . 7 4 3 , 2 2 0 . 4 6 4 , 5 7 9 5 , 9 2 8 7 , 2 6 5 8 , 5 8 8 9 , 8 9 7 1 1 , 1 8 8 1 2 , 4 6 1 1 3 , 7 1 1 1 4 , 9 3 7 1 6 , 1 3 7 1 7 , 3 0 6 1 8 , 4 4 3 1 9 , 5 3 9 2 0 , 5 9 3 2 1 , 5 9 3 2 2 , 5 3 1 2 3 , 3 8 2 2 4 , 0 9 1 2 4, 7 4 0 2 7 , 2 1 4 0. 1 2 6 16 3 0 . 0 0 1 , 8 6 5 . 7 1 3 , 2 3 9 . 6 1 4 , 6 0 7 5 , 9 6 3 7 , 3 0 8 8 , 6 4 0 9 , 9 5 6 1 1 , 2 5 5 1 2 , 5 3 6 1 3 , 7 9 3 1 5 , 0 2 7 1 6 , 2 3 3 1 7 , 4 1 0 1 8 , 5 5 3 1 9 , 6 5 6 2 0 , 7 1 6 2 1 , 7 2 3 2 2 , 6 6 6 2 3 , 5 2 2 2 4 , 2 3 5 2 4, 8 8 8 2 7 , 3 7 7 0. 1 2 7 16 4 0 . 0 0 1 , 8 7 6 . 6 8 3 , 2 5 8 . 7 6 4 , 6 3 4 5 , 9 9 9 7 , 3 5 2 8 , 6 9 1 1 0 , 0 1 5 1 1 , 3 2 2 1 2 , 6 1 0 1 3 , 8 7 5 1 5 , 1 1 6 1 6 , 3 3 0 1 7 , 5 1 4 1 8 , 6 6 4 1 9 , 7 7 3 2 0 , 8 3 9 2 1 , 8 5 2 2 2 , 8 0 1 2 3 , 6 6 2 2 4 , 3 7 9 25 , 0 3 6 2 7 , 5 3 9 0. 1 2 7 16 5 0 . 0 0 1 , 8 8 7 . 6 5 3 , 2 7 7 . 9 1 4 , 6 6 1 6 , 0 3 4 7 , 3 9 5 8 , 7 4 2 1 0 , 0 7 4 1 1 , 3 8 9 1 2 , 6 8 5 1 3 , 9 5 7 1 5 , 2 0 5 1 6 , 4 2 7 1 7 , 6 1 7 1 8 , 7 7 4 1 9 , 8 9 0 2 0 , 9 6 2 2 1 , 9 8 1 2 2 , 9 3 6 2 3 , 8 0 2 2 4 , 5 2 3 25 , 1 8 4 2 7 , 7 0 2 0. 1 2 8 16 6 0 . 0 0 1 , 8 9 8 . 6 2 3 , 2 9 7 . 0 6 4 , 6 8 9 6 , 0 7 0 7 , 4 3 9 8 , 7 9 4 1 0 , 1 3 3 1 1 , 4 5 6 1 2 , 7 5 9 1 4 , 0 3 9 1 5 , 2 9 5 1 6 , 5 2 3 1 7 , 7 2 1 1 8 , 8 8 4 2 0 , 0 0 7 2 1 , 0 8 6 2 2 , 1 1 0 2 3 , 0 7 0 2 3 , 9 4 2 2 4 , 6 6 7 25 , 3 3 2 2 7 , 8 6 4 0. 1 2 9 16 7 0 . 0 0 1 , 9 0 9 . 5 9 3 , 3 1 6 . 2 1 4 , 7 1 6 6 , 1 0 5 7 , 4 8 2 8 , 8 4 5 1 0 , 1 9 3 1 1 , 5 2 3 1 2 , 8 3 4 1 4 , 1 2 1 1 5 , 3 8 4 1 6 , 6 2 0 1 7 , 8 2 4 1 8 , 9 9 5 2 0 , 1 2 4 2 1 , 2 0 9 2 2 , 2 3 9 2 3 , 2 0 5 2 4 , 0 8 2 2 4 , 8 1 1 25 , 4 8 0 2 8 , 0 2 7 0. 1 3 0 16 8 0 . 0 0 1 , 9 2 0 . 5 6 3 , 3 3 5 . 3 6 4 , 7 4 3 6 , 1 4 0 7 , 5 2 5 8 , 8 9 6 1 0 , 2 5 2 1 1 , 5 9 0 1 2 , 9 0 8 1 4 , 2 0 3 1 5 , 4 7 3 1 6 , 7 1 6 1 7 , 9 2 8 1 9 , 1 0 5 2 0 , 2 4 1 2 1 , 3 3 2 2 2 , 3 6 9 2 3 , 3 4 0 2 4 , 2 2 2 2 4 , 9 5 6 25 , 6 2 8 2 8 , 1 9 0 0. 1 3 0 16 9 0 . 0 0 1 , 9 3 1 . 5 3 3 , 3 5 4 . 5 1 4 , 7 7 0 6 , 1 7 6 7 , 5 6 9 8 , 9 4 8 1 0 , 3 1 1 1 1 , 6 5 7 1 2 , 9 8 3 1 4 , 2 8 5 1 5 , 5 6 3 1 6 , 8 1 3 1 8 , 0 3 1 1 9 , 2 1 5 2 0 , 3 5 8 2 1 , 4 5 5 2 2 , 4 9 8 2 3 , 4 7 5 2 4 , 3 6 1 2 5 , 1 0 0 25 , 7 7 6 2 8 , 3 5 2 0. 1 3 1 17 0 0 . 0 0 1 , 9 4 2 . 5 0 3 , 3 7 3 . 6 6 4 , 7 9 8 6 , 2 1 1 7 , 6 1 2 8 , 9 9 9 1 0 , 3 7 0 1 1 , 7 2 3 1 3 , 0 5 8 1 4 , 3 6 7 1 5 , 6 5 2 1 6 , 9 0 9 1 8 , 1 3 5 1 9 , 3 2 6 2 0 , 4 7 5 2 1 , 5 7 9 2 2 , 6 2 7 2 3 , 6 1 0 2 4 , 5 0 1 2 5 , 2 4 4 25 , 9 2 4 2 8 , 5 1 5 0. 1 3 2 17 1 0 . 0 0 1 , 9 5 3 . 4 7 3 , 3 9 2 . 8 1 4 , 8 2 5 6 , 2 4 6 7 , 6 5 6 9 , 0 5 0 1 0 , 4 2 9 1 1 , 7 9 0 1 3 , 1 3 2 1 4 , 4 4 9 1 5 , 7 4 2 1 7 , 0 0 6 1 8 , 2 3 9 1 9 , 4 3 6 2 0 , 5 9 2 2 1 , 7 0 2 2 2 , 7 5 6 2 3 , 7 4 5 2 4 , 6 4 1 2 5 , 3 8 8 26 , 0 7 2 2 8 , 6 7 8 0. 1 3 3 17 2 0 . 0 0 1 , 9 6 4 . 4 4 3 , 4 1 1 . 9 6 4 , 8 5 2 6 , 2 8 2 7 , 6 9 9 9 , 1 0 2 1 0 , 4 8 8 1 1 , 8 5 7 1 3 , 2 0 7 1 4 , 5 3 1 1 5 , 8 3 1 1 7 , 1 0 2 1 8 , 3 4 2 1 9 , 5 4 7 2 0 , 7 0 9 2 1 , 8 2 5 2 2 , 8 8 6 2 3 , 8 8 0 2 4 , 7 8 1 2 5 , 5 3 2 26 , 2 2 0 2 8 , 8 4 0 0. 1 3 3 17 3 0 . 0 0 1 , 9 7 5 . 4 1 3 , 4 3 1 . 1 1 4 , 8 8 0 6 , 3 1 7 7 , 7 4 2 9 , 1 5 3 1 0 , 5 4 7 1 1 , 9 2 4 1 3 , 2 8 1 1 4 , 6 1 3 1 5 , 9 2 0 1 7 , 1 9 9 1 8 , 4 4 6 1 9 , 6 5 7 2 0 , 8 2 6 2 1 , 9 4 8 2 3 , 0 1 5 2 4 , 0 1 4 2 4 , 9 2 1 2 5 , 6 7 6 26 , 3 6 8 2 9 , 0 0 3 0. 1 3 4 17 4 0 . 0 0 1 , 9 8 6 . 3 8 3 , 4 5 0 . 2 6 4 , 9 0 7 6 , 3 5 3 7 , 7 8 6 9 , 2 0 4 1 0 , 6 0 7 1 1 , 9 9 1 1 3 , 3 5 6 1 4 , 6 9 5 1 6 , 0 1 0 1 7 , 2 9 5 1 8 , 5 4 9 1 9 , 7 6 7 2 0 , 9 4 3 2 2 , 0 7 2 2 3 , 1 4 4 2 4 , 1 4 9 2 5 , 0 6 1 2 5 , 8 2 0 26 , 5 1 6 2 9 , 1 6 5 0. 1 3 5 Project Description Friction Method Manning Formula Solve For Normal Depth Input Data Roughness Coefficient 0.013 Channel Slope 0.06592 ft/ft Diameter 2.00 ft Discharge 16.78 ft³/s Results Normal Depth 0.74 ft Flow Area 1.05 ft² Wetted Perimeter 2.61 ft Hydraulic Radius 0.40 ft Top Width 1.93 ft Critical Depth 1.48 ft Percent Full 36.8 % Critical Slope 0.00686 ft/ft Velocity 15.99 ft/s Velocity Head 3.98 ft Specific Energy 4.71 ft Froude Number 3.82 Maximum Discharge 62.48 ft³/s Discharge Full 58.08 ft³/s Slope Full 0.00550 ft/ft Flow Type SuperCritical GVF Input Data Downstream Depth 0.00 ft Length 0.00 ft Number Of Steps 0 GVF Output Data Upstream Depth 0.00 ft Profile Description Profile Headloss 0.00 ft Average End Depth Over Rise 0.00 % Normal Depth Over Rise 36.80 % Downstream Velocity Infinity ft/s Worksheet for Existing - 1 Year 1/23/2019 2:18:09 PM Bentley Systems, Inc. Haestad Methods Solution CenterBentley FlowMaster V8i (SELECTseries1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W W atertown, CT 06795 USA +1-203-755-1666 2of1Page GVF Output Data Upstream Velocity Infinity ft/s Normal Depth 0.74 ft Critical Depth 1.48 ft Channel Slope 0.06592 ft/ft Critical Slope 0.00686 ft/ft Worksheet for Existing - 1 Year 1/23/2019 2:18:09 PM Bentley Systems, Inc. Haestad Methods Solution CenterBentley FlowMaster V8i (SELECTseries1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W W atertown, CT 06795 USA +1-203-755-1666 2of2Page Project Description Friction Method Manning Formula Solve For Normal Depth Input Data Roughness Coefficient 0.013 Channel Slope 0.06592 ft/ft Diameter 2.00 ft Discharge 13.25 ft³/s Results Normal Depth 0.65 ft Flow Area 0.88 ft² Wetted Perimeter 2.43 ft Hydraulic Radius 0.36 ft Top Width 1.87 ft Critical Depth 1.31 ft Percent Full 32.5 % Critical Slope 0.00587 ft/ft Velocity 14.98 ft/s Velocity Head 3.49 ft Specific Energy 4.14 ft Froude Number 3.84 Maximum Discharge 62.48 ft³/s Discharge Full 58.08 ft³/s Slope Full 0.00343 ft/ft Flow Type SuperCritical GVF Input Data Downstream Depth 0.00 ft Length 0.00 ft Number Of Steps 0 GVF Output Data Upstream Depth 0.00 ft Profile Description Profile Headloss 0.00 ft Average End Depth Over Rise 0.00 % Normal Depth Over Rise 32.48 % Downstream Velocity Infinity ft/s Worksheet for Proposed - 1 Year 1/23/2019 2:19:58 PM Bentley Systems, Inc. Haestad Methods Solution CenterBentley FlowMaster V8i (SELECTseries1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W W atertown, CT 06795 USA +1-203-755-1666 2of1Page GVF Output Data Upstream Velocity Infinity ft/s Normal Depth 0.65 ft Critical Depth 1.31 ft Channel Slope 0.06592 ft/ft Critical Slope 0.00587 ft/ft Worksheet for Proposed - 1 Year 1/23/2019 2:19:58 PM Bentley Systems, Inc. Haestad Methods Solution CenterBentley FlowMaster V8i (SELECTseries1) [08.11.01.03] 27 Siemons Company Drive Suite 200 W W atertown, CT 06795 USA +1-203-755-1666 2of2Page APPENDIX D SOILS MAP AND DESCRIPTION SI T E APPENDIX E NYSDEC STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL November 2016 Page 5.54 New York State Standards and Specifica- tions For Erosion and Sediment Control STANDARD AND SPECIFICATIONS FOR SILT FENCE Definition & Scope A temporary barrier of geotextile fabric installed on the contours across a slope used to intercept sediment laden runoff from small drainage areas of disturbed soil by tem- porarily ponding the sediment laden runoff allowing settling to occur. The maximum period of use is limited by the ul- traviolet stability of the fabric (approximately one year). Conditions Where Practice Applies A silt fence may be used subject to the following condi- tions: 1. Maximum allowable slope length and fence length will not exceed the limits shown in the Design Criteria for the specific type of silt fence used ; and 2. Maximum ponding depth of 1.5 feet behind the fence; and 3. Erosion would occur in the form of sheet erosion; and 4. There is no concentration of water flowing to the barri- er; and 5. Soil conditions allow for proper keying of fabric, or other anchorage, to prevent blowouts. Design Criteria 1. Design computations are not required for installations of 1 month or less. Longer installation periods should be designed for expected runoff. 2. All silt fences shall be placed as close to the disturbed area as possible, but at least 10 feet from the toe of a slope steeper than 3H:1V, to allow for maintenance and roll down. The area beyond the fence must be undis- turbed or stabilized. 3. The type of silt fence specified for each location on the plan shall not exceed the maximum slope length and maximum fence length requirements shown in the fol- lowing table: 4. Silt fence shall be removed as soon as the disturbed area has achieved final stabilization. The silt fence shall be installed in accordance with the ap- propriate details. Where ends of filter cloth come together, they shall be overlapped, folded and stapled to prevent sedi- ment bypass. Butt joints are not acceptable. A detail of the silt fence shall be shown on the plan. See Figure 5.30 on page 5.56 for Reinforced Silt Fence as an example of details to be provided. Criteria for Silt Fence Materials 1. Silt Fence Fabric: The fabric shall meet the following specifications unless otherwise approved by the appropriate erosion and sediment control plan approval authority. Such approval shall not constitute statewide acceptance. Slope Length/Fence Length (ft.) Slope Steepness Standard Reinforced Super <2% < 50:1 300/1500 N/A N/A 2-10% 50:1 to 10:1 125/1000 250/2000 300/2500 10-20% 10:1 to 5:1 100/750 150/1000 200/1000 20-33% 5:1 to 3:1 60/500 80/750 100/1000 33-50% 3:1 to 2:1 40/250 70/350 100/500 >50% > 2:1 20/125 30/175 50/250 Standard Silt Fence (SF) is fabric rolls stapled to wood- en stakes driven 16 inches in the ground. Reinforced Silt Fence (RSF) is fabric placed against welded wire fabric with anchored steel posts driven 16 inches in the ground. Super Silt Fence (SSF) is fabric placed against chain link fence as support backing with posts driven 3 feet in the ground. New York State Standards and Specifications Page 5.55 November 2016 For Erosion and Sediment Control 2. Fence Posts (for fabricated units): The length shall be a minimum of 36 inches long. Wood posts will be of sound quality hardwood with a minimum cross section- al area of 3.5 square inches. Steel posts will be stand- ard T and U section weighing not less than 1.00 pound per linear foot. Posts for super silt fence shall be stand- ard chain link fence posts. 3. Wire Fence for reinforced silt fence: Wire fencing shall be a minimum 14 gage with a maximum 6 in. mesh opening, or as approved. 4. Prefabricated silt fence is acceptable as long as all ma- terial specifications are met. Reinforced Silt Fence Super Silt Fence Fabric Properties Minimum Acceptable Value Test Method Grab Tensile Strength (lbs) 110 ASTM D 4632 Elongation at Failure (%) 20 ASTM D 4632 Mullen Burst Strength (PSI) 300 ASTM D 3786 Puncture Strength (lbs) 60 ASTM D 4833 Minimum Trapezoidal Tear Strength (lbs) 50 ASTM D 4533 Flow Through Rate (gal/ min/sf) 25 ASTM D 4491 Equivalent Opening Size 40-80 US Std Sieve ASTM D 4751 Minimum UV Residual (%) 70 ASTM D 4355 November 2016 Page 5.56 New York State Standards and Specifica- tions For Erosion and Sediment Control Figure 5.30 Reinforced Silt Fence New York State Standards and Specifications Page 5.57 November 2016 For Erosion and Sediment Control STANDARD AND SPECIFICATIONS FOR STORM DRAIN INLET PROTECTION Definition & Scope A temporary barrier with low permeability, installed around inlets in the form of a fence, berm or excavation around an opening, detaining water and thereby reducing the sediment content of sediment laden water by settling thus preventing heavily sediment laden water from entering a storm drain system. Conditions Where Practice Applies This practice shall be used where the drainage area to an inlet is disturbed, it is not possible to temporarily divert the storm drain outfall into a trapping device, and watertight blocking of inlets is not advisable. It is not to be used in place of sediment trapping devices. This practice shall be used with an upstream buffer strip if placed at a storm drain inlet on a paved surface. It may be used in conjunction with storm drain diversion to help prevent siltation of pipes installed with low slope angle. Types of Storm Drain Inlet Practices There are five (5) specific types of storm drain inlet protec- tion practices that vary according to their function, location, drainage area, and availability of materials: I. Excavated Drop Inlet Protection II. Fabric Drop Inlet Protection III. Stone & Block Drop Inlet Protection IV. Paved Surface Inlet Protection V. Manufactured Insert Inlet Protection Design Criteria Drainage Area – The drainage area for storm drain inlets shall not exceed one acre. Erosion control/temporary stabi- lization measures must be implemented on the disturbed drainage area tributary to the inlet. The crest elevations of these practices shall provide storage and minimize bypass flow. Type I Excavated Drop Inlet Protection This practice is generally used during initial overlot grading after the storm drain trunk line is installed. Limit the drainage area to the inlet device to 1 acre. Exca- vated side slopes shall be no steeper than 2:1. The mini- mum depth shall be 1 foot and the maximum depth 2 feet as measured from the crest of the inlet structure. Shape the excavated basin to fit conditions with the longest dimension oriented toward the longest inflow area to provide maxi- mum trap efficiency. The capacity of the excavated basin should be established to contain 900 cubic feet per acre of disturbed area. Weep holes, protected by fabric and stone, should be provided for draining the temporary pool. Inspect and clean the excavated basin after every storm. Sediment should be removed when 50 percent of the stor- age volume is achieved This material should be incorpo- rated into the site in a stabilized manner. Type II Fabric Drop Inlet Protection This practice is generally used during final elevation grad- ing phases after the storm drain system is completed. Limit the drainage area to 1 acre per inlet device. Land area slope immediately surrounding this device should not ex- ceed 1 percent. The maximum height of the fabric above the inlet crest shall not exceed 1.5 feet unless reinforced. The top of the barrier should be maintained to allow over- flow to drop into the drop inlet and not bypass the inlet to November 2016 Page 5.58 New York State Standards and Specifica- tions For Erosion and Sediment Control unprotected lower areas. Support stakes for fabric shall be a minimum of 3 feet long, spaced a maximum 3 feet apart. They should be driven close to the inlet so any overflow drops into the inlet and not on the unprotected soil. Im- proved performance and sediment storage volume can be obtained by excavating the area. Inspect the fabric barrier after each rain event and make repairs as needed. Remove sediment from the pool area as necessary with care not to undercut or damage the filter fabric. Upon stabilization of the drainage area, remove all materials and unstable sediment and dispose of properly. Bring the adjacent area of the drop inlet to grade, smooth and compact and stabilize in the appropriate manner to the site. Type III Stone and Block Drop Inlet Protection This practice is generally used during the initial and inter- mediate overlot grading of a construction site. Limit the drainage area to 1 acre at the drop inlet. The stone barrier should have a minimum height of 1 foot and a maximum height of 2 feet. Do not use mortar. The height should be limited to prevent excess ponding and bypass flow. Recess the first course of blocks at least 2 inches below the crest opening of the storm drain for lateral support. Subse- quent courses can be supported laterally if needed by plac- ing a 2x4 inch wood stud through the block openings per- pendicular to the course. The bottom row should have a few blocks oriented so flow can drain through the block to dewater the basin area. The stone should be placed just below the top of the blocks on slopes of 2:1 or flatter. Place hardware cloth of wire mesh with ½ inch openings over all block openings to hold stone in place. As an optional design, the concrete blocks may be omitted and the entire structure constructed of stone, ringing the outlet (“doughnut”). The stone should be kept at a 3:1 slope toward the inlet to keep it from being washed into the inlet. A level area 1 foot wide and four inches below the crest will further prevent wash. Stone on the slope toward the inlet should be at least 3 inches in size for stability and 1 inch or smaller away from the inlet to control flow rate. The eleva- tion of the top of the stone crest must be maintained 6 inch- es lower than the ground elevation down slope from the inlet to ensure that all storm flows pass over the stone into the storm drain and not past the structure. Temporary dik- ing should be used as necessary to prevent bypass flow. The barrier should be inspected after each rain event and repairs made where needed. Remove sediment as necessary to provide for accurate storage volume for subsequent rains. Upon stabilization of contributing drainage area, remove all materials and any unstable soil and dispose of properly. Bring the disturbed area to proper grade, smooth, compact and stabilize in a manner appropriate to the site. Type IV Paved Surface Inlet Protection This practice is generally used after pavement construction has been done while final grading and soil stabilization is occurring. These practices should be used with upstream buffer strips in linear construction applications, and with temporary surface stabilization for overlot areas, to reduce the sediment load at the practice. This practice includes sand bags, compost filter socks, geo-tubes filled with bal- last, and manufactured surface barriers. Pea gravel can also be used in conjunction with these practices to improve per- formance. When the inlet is not at a low point, and is off- set from the pavement or gutter line, protection should be selected and installed so that flows are not diverted around the inlet. New York State Standards and Specifications Page 5.59 November 2016 For Erosion and Sediment Control The drainage area should be limited to 1 acre at the drain inlet. All practices will be placed at the inlet perimeter or beyond to maximize the flow capacity of the inlet. Practices shall be weighted, braced, tied, or otherwise anchored to prevent movement or shifting of location on paved surfaces. Traffic safety shall be integrated with the use of this prac- tice. All practices should be marked with traffic safety cones as appropriate. Structure height shall not cause flood- ing or by-pass flow that would cause additional erosion. The structure should be inspected after every storm event. Any sediment should be removed and disposed of on the site. Any broken or damaged components should be re- placed. Check all materials for proper anchorage and se- cure as necessary. Type V - Manufactured Insert Inlet Protection The drainage area shall be limited to 1 acre at the drain in- let. All inserts will be installed and anchored in accordance with the manufacturers recommendations and design de- tails. The fabric portion of the structure will equal or exceed the performance standard for the silt fence fabric. The in- serts will be installed to preserve a minimum of 50 percent of the open, unobstructed design flow area of the storm drain inlet opening to maintain capacity for storm events. November 2016 Page 5.60 New York State Standards and Specifica- tions For Erosion and Sediment Control Figure 5.31 Excavated Drop Inlet Protection New York State Standards and Specifications Page 5.61 November 2016 For Erosion and Sediment Control Figure 5.32 Fabric Drop Inlet Protection November 2016 Page 5.62 New York State Standards and Specifica- tions For Erosion and Sediment Control Figure 5.33 Stone & Block Drop Inlet Protection New York State Standards and Specifications Page 4.39 November 2016 For Erosion and Sediment Control Definition and Scope Applying coarse plant residue or chips, or other suitable materials, to cover the soil surface to provide initial erosion control while a seeding or shrub planting is establishing. Mulch will conserve moisture and modify the surface soil temperature and reduce fluctuation of both. Mulch will prevent soil surface crusting and aid in weed control. Mulch can also be used alone for temporary stabilization in non- growing months. Use of stone as a mulch could be more permanent and should not be limited to non-growing months. Conditions Where Practice Applies On soils subject to erosion and on new seedings and shrub plantings. Mulch is useful on soils with low infiltration rates by retarding runoff. Criteria Site preparation prior to mulching requires the installation of necessary erosion control or water management practices and drainage systems. Slope, grade and smooth the site to fit needs of selected mulch products. Remove all undesirable stones and other debris to meet the needs of the anticipated land use and maintenance required. Apply mulch after soil amendments and planting is accomplished or simultaneously if hydroseeding is used. Select appropriate mulch material and application rate or material needs. Hay mulch shall not be used in wetlands or in areas of permanent seeding. Clean straw mulch is preferred alternative in wetland application. Determine local availability. Select appropriate mulch anchoring material. NOTE: The best combination for grass/legume establishment is straw (cereal grain) mulch applied at 2 ton/ acre (90 lbs./1000sq.ft.) and anchored with wood fiber mulch (hydromulch) at 500 – 750 lbs./acre (11 – 17 lbs./1000 sq. ft.). The wood fiber mulch must be applied through a hydroseeder immediately after mulching. STANDARD AND SPECIFICATIONS FOR MULCHING November 2016 Page 4.40 New York State Standards and Specifications For Erosion and Sediment Control Table 4.2 Guide to Mulch Materials, Rates, and Uses Mu l c h Ma t e r i a l Qu a l i t y St a n d a r d s pe r 1 0 0 0 S q . F t . pe r A c r e De p t h o f Ap p l i c a t i o n Re m a r k s Wo o d c h i p s o r sh a v i n g s Ai r - d r i e d . F r e e o f ob j e c t i o n a b l e c o a r s e ma t e r i a l 50 0 - 9 0 0 l b s . 10 - 2 0 t o n s 2- 7 ” Us e d p r i m a r i l y a r o un d s h r u b a n d t r e e pl a n t i n g s a n d r e c r e a t i o n t r a i l s t o i n h i b i t we e d c o m p e t i t i o n . R e s i s t a n t t o w i n d bl o w i n g . D e c o m p o s e s s l o w l y . Wo o d f i b e r c e l l u l o s e (p a r t l y d i g e s t e d wo o d f i b e r s ) Ma d e f r o m n a t u r a l w o o d us u a l l y w i t h g r e e n d y e an d d i s p e r s i n g a g e n t 50 l b s . 2, 0 0 0 l b s . — Ap p l y w i t h h y d r o m u l c h e r . N o t i e d o w n re q u i r e d . L e s s e r o s i o n c o n t r o l p r o v i d e d th a n 2 t o n s o f h a y o r s t r a w . Gr a v e l , C r u s h e d St o n e o r S l a g Wa s h e d ; S i z e 2 B o r 3A —1 1 / 2 ” 9 c u . y d s . 40 5 c u . y d s . 3 ” Ex c e l l e n t m u l c h f o r s h o r t s l o p e s a n d ar o u n d p l a n t s a n d o r n a m e n t a l s . U s e 2 B wh e r e s u b j e c t t o t r a f f i c. ( A p p r o x i m a t e l y 2, 0 0 0 l b s . / c u . y d . ) . F r e q u e n t l y u s e d o v e r fi l t e r f a b r i c f o r b e t t e r w e e d c o n t r o l . Ha y o r S t r a w Ai r - d r i e d ; f r e e o f un d e s i r a b l e s e e d s & co a r s e m a t e r i a l s 90 - 1 0 0 l b s . 2 - 3 b a l e s 2 t o n s ( 1 0 0 - 12 0 b a l e s ) co v e r a b o u t 9 0 % su r f a c e Us e s m a l l g r a i n s t r a w w h e r e m u l c h i s ma i n t a i n e d f o r m o r e t h a n t h r e e m o n t h s . Su b j e c t t o w i n d b l o w i n g u n l e s s a n c h o r e d . Mo s t c o m m o n l y u s e d m u l c h i n g m a t e r i a l . Pr o v i d e s t h e b e s t m i c r o - e n v i r o n m e n t f o r ge r m i n a t i n g s e e d s . Ju t e t w i s t e d y a r n Un d y e d , u n b l e a c h e d pl a i n w e a v e . W a r p 7 8 en d s / y d . , W e f t 4 1 e n d s / yd . 6 0 - 9 0 l b s . / r o l l 48 ” x 5 0 y d s . o r 4 8 ” x 7 5 y d s . — — Us e w i t h o u t a d d i t i o n a l m u l c h . T i e d o w n as p e r m a n u f a c t u r e r s s p e c i f i c a t i o n s . Go o d f o r c e n t e r l i n e o f c o n c e n t r a t e d wa t e r f l o w . Ex c e l s i o r w o o d f i b e r ma t s In t e r l o c k i n g w e b o f ex c e l s i o r f i b e r s w i t h ph o t o d e g r a d a b l e p l a s t i c ne t t i n g 4 ’ x 1 1 2 . 5 ’ o r 8 ’ x 11 2 . 5 ’. — — Us e w i t h o u t a d d i t i o n a l m u l c h . E x c e l l e n t fo r s e e d i n g e s t a b l i s h m e n t . A n c h o r a s p e r ma n u f a c t u r e r s s p e c i f i c a t i o n s . Ap p r o x i m a t e l y 7 2 l b s . / r o l l f o r e x c e l s i o r wi t h p l a s t i c o n b o t h s i d e s . U s e t w o s i d e d pl a s t i c f o r c e n t e r l i n e o f w a t e r w a y s . St r a w o r c o c o n u t fi b e r , o r co m b i n a t i o n Ph o t o d e g r a d a b l e p l a s t i c ne t o n o n e o r t w o s i d e s Mo s t a r e 6 . 5 f t . x 3 . 5 ft . 81 r o l l s — De s i g n e d t o t o l e r a t e h i g h e r v e l o c i t y w a t e r fl o w , c e n t e r l i n e s o f w a t e r w a y s , 6 0 s q . yd s . p e r r o l l . New York State Standards and Specifications Page 4.41 November 2016 For Erosion and Sediment Control Table 4.3 Mulch Anchoring Guide Anchoring Method or Material Kind of Mulch to be Anchored How to Apply 1. Peg and Twine Hay or straw After mulching, divide areas into blocks approximately 1 sq. yd. in size. Drive 4-6 pegs per block to within 2” to 3” of soil surface. Secure mulch to surface by stretching twine between pegs in criss-cross pattern on each block. Secure twine around each peg with 2 or more tight turns. Drive pegs flush with soil. Driving stakes into ground tightens the twine. 2. Mulch netting Hay or straw Staple the light-weight paper, jute, wood fiber, or plastic nettings to soil surface according to manufacturer’s recommendations. Should be biodegradable. Most products are not suitable for foot traffic. 3. Wood cellulose fiber Hay or straw Apply with hydroseeder immediately after mulching. Use 500 lbs. wood fiber per acre. Some products contain an adhesive material (“tackifier”), possibly advantageous. 4. Mulch anchoring tool Hay or straw Apply mulch and pull a mulch anchoring tool (blunt, straight discs) over mulch as near to the contour as possible. Mulch material should be “tucked” into soil surface about 3”. 5. Tackifier Hay or straw Mix and apply polymeric and gum tackifiers according to manufacturer’s instructions. Avoid application during rain. A 24-hour curing period and a soil temperature higher than 450 Fahrenheit are required. November 2016 Page 2.30 New York State Standards and Specifications For Erosion and Sediment Control Definition & Scope A stabilized pad of aggregate underlain with geotextile located at any point where traffic will be entering or leaving a construction site to or from a public right-of-way, street, alley, sidewalk, or parking area. The purpose of stabilized construction access is to reduce or eliminate the tracking of sediment onto public rights-of-way or streets. Conditions Where Practice Applies A stabilized construction access shall be used at all points of construction ingress and egress. Design Criteria See Figure 2.1 on page 2.31 for details. Aggregate Size: Use a matrix of 1-4 inch stone, or reclaimed or recycled concrete equivalent. Thickness: Not less than six (6) inches. Width: 12-foot minimum but not less than the full width of points where ingress or egress occurs. 24-foot minimum if there is only one access to the site. Length:As required, but not less than 50 feet (except on a single residence lot where a 30 foot minimum would apply). Geotextile: To be placed over the entire area to be covered with aggregate. Filter cloth will not be required on a single- family residence lot. Piping of surface water under entrance shall be provided as required. If piping is impossible, a mountable berm with 5:1 slopes will be permitted. Criteria for Geotextile: The geotextile shall be woven or nonwoven fabric consisting only of continuous chain polymeric filaments or yarns of polyester. The fabric shall be inert to commonly encountered chemicals, hydro-carbons, mildew, rot resistant, and conform to the fabric properties as shown: Maintenance The access shall be maintained in a condition which will prevent tracking of sediment onto public rights-of-way or streets. This may require periodic top dressing with additional aggregate. All sediment spilled, dropped, or washed onto public rights-of-way must be removed immediately. When necessary, wheels must be cleaned to remove sediment prior to entrance onto public rights-of-way. When washing is required, it shall be done on an area stabilized with aggregate, which drains into an approved sediment- trapping device. All sediment shall be prevented from entering storm drains, ditches, or watercourses. STANDARD AND SPECIFICATIONS FOR STABILIZED CONSTRUCTION ACCESS Fabric Proper- ties3 Light Duty1 Roads Grade Sub- grade Heavy Duty2 Haul Roads Rough Graded Test Meth- od Grab Tensile Strength (lbs) 200 220 ASTM D1682 Elongation at Failure (%) 50 60 ASTM D1682 Mullen Burst Strength (lbs) 190 430 ASTM D3786 Puncture Strength (lbs) 40 125 ASTM D751 Modified Equivalent 40-80 40-80 US Std Sieve Opening Size CW-02215 Aggregate Depth 6 10 - 1Light Duty Road: Area sites that have been graded to subgrade and where most travel would be single axle vehicles and an occasional multi- axle truck. Acceptable materials are Trevira Spunbond 1115, Mirafi 100X, Typar 3401, or equivalent. 2Heavy Duty Road: Area sites with only rough grading, and where most travel would be multi-axle vehicles. Acceptable materials are Trevira Spunbond 1135, Mirafi 600X, or equivalent. 3Fabrics not meeting these specifications may be used only when design procedure and supporting documentation are supplied to determine ag- gregate depth and fabric strength. New York State Standards and Specifications Page 2.31 November 2016 For Erosion and Sediment Control Figure 2.1 Stabilized Construction Access November 2016 Page 2.24 New York State Standards and Specifications For Erosion and Sediment Control Definition & Scope A temporary excavated or above ground lined constructed pit where concrete truck mixers and equipment can be washed after their loads have been discharged, to prevent highly alkaline runoff from entering storm drainage systems or leaching into soil. Conditions Where Practice Applies Washout facilities shall be provided for every project where concrete will be poured or otherwise formed on the site. This facility will receive highly alkaline wash water from the cleaning of chutes, mixers, hoppers, vibrators, placing equipment, trowels, and screeds. Under no circumstances will wash water from these operations be allowed to infiltrate into the soil or enter surface waters. Design Criteria Capacity:The washout facility should be sized to contain solids, wash water, and rainfall and sized to allow for the evaporation of the wash water and rainfall. Wash water shall be estimated at 7 gallons per chute and 50 gallons per hopper of the concrete pump truck and/or discharging drum. The minimum size shall be 8 feet by 8 feet at the bottom and 2 feet deep. If excavated, the side slopes shall be 2 horizontal to 1 vertical. Location:Locate the facility a minimum of 100 feet from drainage swales, storm drain inlets, wetlands, streams and other surface waters. Prevent surface water from entering the structure except for the access road. Provide appropriate access with a gravel access road sloped down to the structure. Signs shall be placed to direct drivers to the facility after their load is discharged. Liner: All washout facilities will be lined to prevent leaching of liquids into the ground. The liner shall be plastic sheeting with a minimum thickness of 10 mils with no holes or tears, and anchored beyond the top of the pit with an earthen berm, sand bags, stone, or other structural appurtenance except at the access point. If pre-fabricated washouts are used they must ensure the capture and containment of the concrete wash and be sized based on the expected frequency of concrete pours. They shall be sited as noted in the location criteria. Maintenance All concrete washout facilities shall be inspected daily. Damaged or leaking facilities shall be deactivated and repaired or replaced immediately. Excess rainwater that has accumulated over hardened concrete should be pumped to a stabilized area, such as a grass filter strip. Accumulated hardened material shall be removed when 75% of the storage capacity of the structure is filled. Any excess wash water shall be pumped into a containment vessel and properly disposed of off site. Dispose of the hardened material off-site in a construction/demolition landfill. On-site disposal may be allowed if this has been approved and accepted as part of the projects SWPPP. In that case, the material should be recycled as specified, or buried and covered with a minimum of 2 feet of clean compacted earthfill that is permanently stabilized to prevent erosion. The plastic liner shall be replaced with each cleaning of the washout facility. Inspect the project site frequently to ensure that no concrete discharges are taking place in non-designated areas. STANDARD AND SPECIFICATIONS FOR CONCRETE TRUCK WASHOUT New York State Standards and Specifications Page 4.59 November 2016 For Erosion and Sediment Control Definition & Scope Spreading a specified quality and quantity of topsoil materials on graded or constructed subsoil areas to provide acceptable plant cover growing conditions, thereby reducing erosion; to reduce irrigation water needs; and to reduce the need for nitrogen fertilizer application. Conditions Where Practice Applies Topsoil is applied to subsoils that are droughty (low available moisture for plants), stony, slowly permeable, salty or extremely acid. It is also used to backfill around shrub and tree transplants. This standard does not apply to wetland soils. Design Criteria 1. Preserve existing topsoil in place where possible, thereby reducing the need for added topsoil. 2. Conserve by stockpiling topsoil and friable fine textured subsoils that must be stripped from the excavated site and applied after final grading where vegetation will be established. Topsoil stockpiles must be stabilized. Stockpile surfaces can be stabilized by vegetation, geotextile or plastic covers. This can be aided by orientating the stockpile lengthwise into prevailing winds. 3. Refer to USDA Natural Resource Conservation Service soil surveys or soil interpretation record sheets for further soil texture information for selecting appropriate design topsoil depths. Site Preparation 1. As needed, install erosion and sediment control practices such as diversions, channels, sediment traps, and stabilizing measures, or maintain if already installed. 2. Complete rough grading and final grade, allowing for depth of topsoil to be added. 3. Scarify all compact, slowly permeable, medium and fine textured subsoil areas. Scarify at approximately right angles to the slope direction in soil areas that are steeper than 5 percent. Areas that have been overly compacted shall be decompacted in accordance with the Soil Restoration Standard. 4. Remove refuse, woody plant parts, stones over 3 inches in diameter, and other litter. Topsoil Materials 1. Topsoil shall have at least 6 percent by weight of fine textured stable organic material, and no greater than 20 percent. Muck soil shall not be considered topsoil. 2. Topsoil shall have not less than 20 percent fine textured material (passing the NO. 200 sieve) and not more than 15 percent clay. 3. Topsoil treated with soil sterilants or herbicides shall be so identified to the purchaser. 4. Topsoil shall be relatively free of stones over 1 1/2 inches in diameter, trash, noxious weeds such as nut sedge and quackgrass, and will have less than 10 percent gravel. 5. Topsoil containing soluble salts greater than 500 parts per million shall not be used. 6. Topsoil may be manufactured as a mixture of a mineral component and organic material such as compost. Application and Grading 1. Topsoil shall be distributed to a uniform depth over the area. It shall not be placed when it is partly frozen, muddy, or on frozen slopes or over ice, snow, or standing water puddles. 2. Topsoil placed and graded on slopes steeper than 5 percent shall be promptly fertilized, seeded, mulched, and stabilized by “tracking” with suitable equipment. 3. Apply topsoil in the amounts shown in Table 4.7 below: STANDARD AND SPECIFICATIONS FOR TOPSOILING November 2016 Page 4.60 New York State Standards and Specifications For Erosion and Sediment Control Site Conditions Intended Use Minimum Topsoil Depth 1. Deep sand or loamy sand Mowed lawn 6 in. Tall legumes, unmowed 2 in. Tall grass, unmowed 1 in. 2. Deep sandy loam Mowed lawn 5 in. Tall legumes, unmowed 2 in. Tall grass, unmowed none 3. Six inches or more: silt loam, clay loam, loam, or silt Mowed lawn 4 in. Tall legumes, unmowed 1 in. Tall grass, unmowed 1 in. Table 4.7 - Topsoil Application Depth November 2016 Page 4.48 New York State Standards and Specifications For Erosion and Sediment Control Definition & Scope A permanent structural wall constructed and located to prevent soil movement by retaining soil in place and preventing slope failures and movement of material down steep slopes. Conditions Where Practice Applies A retaining wall may be used where site constraints will not allow slope shaping and seeding to stabilize an area. Slope areas that demonstrate seepage problems or experience erosive conditions at the toe can utilize retaining walls to help stabilize these areas. Retaining walls can be built from mortared block or stone, cast-in-place concrete, railroad ties, gabions, and more recently, precast concrete modular units and segmented walls that form a gravity retaining wall (see Figure 4.16 and 4.17). These precast units allow for ease and quickness of installation while their granular backfill provides drainage. Selection of materials and type of wall should be based on hazard potential, load conditions, soil parameters, groundwater conditions, site constraints, and aesthetics. Design Criteria The design of any retaining wall structure must address the aspects of foundation bearing capacity, sliding, overturning, drainage and loading systems. These are complex systems that should be designed by a licensed professional engineer. Bearing Capacity – A minimum factor of safety of 1.5 should be maintained as the ratio of the ultimate bearing capacity to the designed unit loading. Spread footers and other methods may be used to meet factor requirements. Sliding– A minimum factor of 2.0 should be maintained against sliding. This factor can be reduced to 1.5 when passive pressures on the front of the wall are ignored. Overturning– A minimum factor of safety of 1.5 should be used as the ratio of the resisting moment (that which tends to keep the wall in place) to the overturning moment. Drainage – Unless adequate provisions are made to control both surface and groundwater behind the retaining wall, a substantial increase in active pressures tending to slide or overturn the wall will result. When backfill is sloped down to a retaining wall, surface drainage should be provided. Drainage systems with adequate outlets should be provided behind retaining walls that are placed in cohesive soils. Drains should be graded or protected by filters so soil material will not move through the drainfill. Load systems – Several different loads or combination of loads need to be considered when designing a retaining wall. The minimum load is the level backfill that the wall is being constructed to retain. Its unit weight will vary depending on its composition. Additional loads such as line loads, surcharge loads, or slope fills, will add to make the composite design load system for the wall. Construction Specifications Concrete Walls 1. Foundation will be prepared by excavating to the lines and grades shown on the drawings and removing all objectionable material. 2. Subgrade will be compacted and kept moist at least 2 hours prior to placement of concrete. 3. Steel reinforcing will be in accordance with the schedule on the drawings and kept free of rust, scale, or dirt. 4. Exposed edges will be chamfered ¾ inches. 5. Drainfill will meet the gradations shown on the drawings. STANDARD AND SPECIFICATIONS FOR RETAINING WALLS New York State Standards and Specifications Page 4.49 November 2016 For Erosion and Sediment Control 6. Weep holes will be provided as drain outlets as shown on the drawings. Gabions 1. Foundation will be prepared by excavating to the lines and grades shown on the drawings. 2. Subgrade will be compacted and leveled to receive first layer of gabions. The first row will be keyed into the existing grade at the toe, a minimum of 1.5 feet. 3. Gabions will be placed according to the manufacturers recommendations. 4. Gabions will be filled with stone or crushed rock from 4 to 8 inches in diameter. 7. Concrete will be poured and cured in accordance with American Concrete Institute (ACI) specifications. Precast Units 1. Foundation will be prepared by excavating to the lines and grades shown on the drawings. 2. Subgrade will be compacted and trimmed to receive the leveling beam. 3. Precast units will be placed in accordance with the manufacturers recommendation. 4. Granular fill placed in the precast bins shall be placed in 3-foot lifts, leveled off and compacted with a plate vibrator. Segmented Walls 1. Foundation will be prepared by excavating to the lines and grades shown on the drawings. 2. Sub-grade will be compacted and screeded to form the base for the first course of wall units. 3. Units will be placed in accordance with the manufacturers recommendations, with each succeeding lift anchored and pinned as specified. 4. Granular fill will be placed behind the segmented wall to provide drainage. It shall be compacted with a plate vibrator. A drainage outlet will be provided as specified on the construction drawings. Non-Mortared Stone Walls 1. Foundation will be prepared by excavating to the lines and grade shown on the drawings. 2. Subgrade will be compacted and leveled to receive monolithic stone. First row will be placed 1.0 feet below design toe elevation. 3. Stone will be placed horizontally with long dimension parallel to face of wall except at return ends. 4. Maximum of 3 lifts of stone each approximately 2’ thick without pinning. Where stones do not fit in good ontact, pinning with two steel #8 re-bar dowels is required. 5. Backside of stone will be filled with a minimum of 2’ of #1 and #2 stone between filter fabric against parent soil and rock to provide drainage. November 2016 Page 4.50 New York State Standards and Specifications For Erosion and Sediment Control Figure 4.16 Typical Retaining Wall Examples (Schematic only - not to be used for design) New York State Standards and Specifications Page 4.51 November 2016 For Erosion and Sediment Control Figure 4.17 Typical Segmented Retaining Wall Example (Schematic only - not to be used for design) New York State Standards and Specifications Page 3.39 November 2016 For Erosion and Sediment Control STANDARD AND SPECIFICATIONS FOR ROCK OUTLET PROTECTION Definition & Scope A permanent section of rock protection placed at the outlet end of the culverts, conduits, or channels to reduce the depth, velocity, and energy of water, such that the flow will not erode the receiving downstream reach. Conditions Where Practice Applies This practice applies where discharge velocities and ener- gies at the outlets of culverts, conduits, or channels are suf- ficient to erode the next downstream reach. This applies to: 1. Culvert outlets of all types. 2. Pipe conduits from all sediment basins, dry storm water ponds, and permanent type ponds. 3. New channels constructed as outlets for culverts and conduits. Design Criteria The design of rock outlet protection depends entirely on the location. Pipe outlet at the top of cuts or on slopes steeper than 10 percent, cannot be protected by rock aprons or riprap sections due to re-concentration of flows and high velocities encountered after the flow leaves the apron. Many counties and state agencies have regulations and de- sign procedures already established for dimensions, type and size of materials, and locations where outlet protection is required. Where these requirements exist, they shall be followed. Tailwater Depth The depth of tailwater immediately below the pipe outlet must be determined for the design capacity of the pipe. If the tailwater depth is less than half the diameter of the out- let pipe, and the receiving stream is wide enough to accept divergence of the flow, it shall be classified as a Minimum Tailwater Condition; see Figure 3.16 on page 3.42 as an example. If the tailwater depth is greater than half the pipe diameter and the receiving stream will continue to confine the flow, it shall be classified as a Maximum Tailwater Condition; see Figure 3.17 on page 3.43 as an example. Pipes which outlet onto flat areas with no defined channel may be assumed to have a Minimum Tailwater Condition; see Figure 3.16 on page 3.42 as an example. Apron Size The apron length and width shall be determined from the curves according to the tailwater conditions: Minimum Tailwater Use Figure 3.16 on page 3.42 Maximum Tailwater – Use Figure 3.17 on page 3.43 If the pipe discharges directly into a well defined channel, the apron shall extend across the channel bottom and up the channel banks to an elevation one foot above the maximum tailwater depth or to the top of the bank, whichever is less. The upstream end of the apron, adjacent to the pipe, shall have a width two (2) times the diameter of the outlet pipe, or conform to pipe end section if used. Bottom Grade The outlet protection apron shall be constructed with no slope along its length. There shall be no overfall at the end of the apron. The elevation of the downstream end of the apron shall be equal to the elevation of the receiving chan- nel or adjacent ground. Alignment The outlet protection apron shall be located so that there are no bends in the horizontal alignment. Materials The outlet protection may be done using rock riprap, grout- ed riprap, or gabions. Outlets constructed on the bank of a stream or wetland shall not use grouted rip-rap, gabions or concrete. Riprap shall be composed of a well-graded mixture of rock size so that 50 percent of the pieces, by weight, shall be larger than the d50 size determined by using the charts. A New York State Standards and Specifications Page 3.40 November 2016 For Erosion and Sediment Control well-graded mixture, as used herein, is defined as a mixture composed primarily of larger rock sizes, but with a suffi- cient mixture of other sizes to fill the smaller voids between the rocks. The diameter of the largest rock size in such a mixture shall be 1.5 times the d50 size. Thickness The minimum thickness of the riprap layer shall be 1.5 times the maximum rock diameter for d50 of 15 inches or less; and 1.2 times the maximum rock size for d50 greater than 15 inches. The following chart lists some examples: Rock Quality Rock for riprap shall consist of field rock or rough unhewn quarry rock. The rock shall be hard and angular and of a quality that will not disintegrate on exposure to water or weathering. The specific gravity of the individual rocks shall be at least 2.5. Filter A filter is a layer of material placed between the riprap and the underlying soil surface to prevent soil movement into and through the riprap. Riprap shall have a filter placed under it in all cases. A filter can be of two general forms: a gravel layer or a plastic filter cloth. The plastic filter cloth can be woven or non-woven monofilament yarns, and shall meet these base requirements: thickness 20-60 mils, grab strength 90-120 lbs; and shall conform to ASTM D-1777 and ASTM D- 1682. Gravel filter blanket, when used, shall be designed by com- paring particle sizes of the overlying material and the base material. Design criteria are available in Standard and Specification for Anchored Slope and Channel Stabilization on page 4.7. Gabions Gabions shall be made of hexagonal triple twist mesh with heavily galvanized steel wire. The maximum linear dimen- sion of the mesh opening shall not exceed 4 ½ inches and the area of the mesh opening shall not exceed 10 square inches. Gabions shall be fabricated in such a manner that the sides, ends, and lid can be assembled at the construction site into a rectangular basket of the specified sizes. Gabions shall be of single unit construction and shall be installed according to manufacturer’s recommendations. The area on which the gabion is to be installed shall be graded as shown on the drawings. Foundation conditions shall be the same as for placing rock riprap, and filter cloth shall be placed under all gabions. Where necessary, key, or tie, the structure into the bank to prevent undermining of the main gabion structure. Maintenance Once a riprap outlet has been installed, the maintenance needs are very low. It should be inspected after high flows for evidence of scour beneath the riprap or for dislodged rocks. Repairs should be made immediately. Design Procedure 1. Investigate the downstream channel to assure that nonerosive velocities can be maintained. 2. Determine the tailwater condition at the outlet to estab- lish which curve to use. 3. Use the appropriate chart with the design discharge to determine the riprap size and apron length required. It is noted that references to pipe diameters in the charts are based on full flow. For other than full pipe flow, the parameters of depth of flow and velocity must be used to adjust the design discharges. 4. Calculate apron width at the downstream end if a flare section is to be employed. Design Examples are demonstrated in Appendix B. Construction Specifications 1. The subgrade for the filter, riprap, or gabion shall be prepared to the required lines and grades. Any fill re- quired in the subgrade shall be compacted to a density of approximately that of the surrounding undisturbed material. 2. The rock or gravel shall conform to the specified grad- D50(inches) dmax(inches) Minimum Blanket Thick- ness (inches) 4 6 9 6 9 14 9 14 20 12 18 27 15 22 32 18 27 32 21 32 38 24 36 43 New York State Standards and Specifications Page 3.41 November 2016 For Erosion and Sediment Control ing limits when installed respectively in the riprap or filter. 3. Filter cloth shall be protected from punching, cutting, or tearing. Any damage other than an occasional small hole shall be repaired by placing another piece of cloth over the damaged part or by completely replacing the cloth. All overlaps, whether for repairs or for joining two pieces of cloth shall be a minimum of one foot. 4. Rock for the riprap or gabion outlets may be placed by equipment. Both shall each be constructed to the full course thickness in one operation and in such a manner as to avoid displacement of underlying materials. The rock for riprap or gabion outlets shall be delivered and placed in a manner that will ensure that it is reasonably homogenous with the smaller rocks and spalls filling the voids between the larger rocks. Riprap shall be placed in a manner to prevent damage to the filter blan- ket or filter cloth. Hand placement will be required to the extent necessary to prevent damage to the perma- nent works. New York State Standards and Specifications Page 3.42 November 2016 For Erosion and Sediment Control Figure 3.16 Outlet Protection Design Minimum Tailwater Condition Chart (Design of Outlet Protection from a Round Pipe Flowing Full, Minimum Tailwater Condition: Tw < 0.5Do)(USDA - NRCS) New York State Standards and Specifications Page 3.43 November 2016 For Erosion and Sediment Control Figure 3.17 Outlet Protection Design Maximum Tailwater Condition Chart (Design of Outlet Protection from a Round Pipe Flowing Full, Maximum Tailwater Condition: Tw 0.5Do)(USDA - NRCS) New York State Standards and Specifications Page 3.44 November 2016 For Erosion and Sediment Control Figure 3.18 Riprap Outlet Protection Detail (1) New York State Standards and Specifications Page 3.45 November 2016 For Erosion and Sediment Control Figure 3.19 Riprap Outlet Protection Detail (2) November 2016 Page 3.46 New York State Standards and Specifica- For Erosion and Sediment Control Figure 3.20 Riprap Outlet Protection Detail (3) New York State Standards and Specifications Page 5.19 November 2016 For Erosion and Sediment Control STANDARD AND SPECIFICATIONS FOR SEDIMENT BASIN Definition & Scope A temporary basin with a barrier or dam constructed across a drainage way or at other suitable locations to intercept sediment-laden runoff and reduce the amount of sediment leaving the disturbed area in order to protect drainageways, properties, and rights-of-way below the sediment basin. Conditions Where Practice Applies A sediment basin is appropriate where physical site condi- tions or land ownership restrictions preclude the installation of other control measures to adequately control runoff, ero- sion, and sedimentation. However, it is required that other erosion control measures be used with the sediment basin. The basin may be used below construction operations which expose critical areas to soil erosion. The basin shall be maintained until the disturbed area is protected against ero- sion by permanent stabilization. This standard applies to the installation of temporary sedi- ment basins on sites where: (a) failure of the structure would not result in loss of life, damage to homes or build- ings, or interruption of use or service of public roads or utilities; (b) the drainage area does not exceed 50 acres; and (c) the basin is to be removed within 36 months after the beginning of construction of the basin. Permanent (to function more than 36 months) sediment basins, or structures that temporarily function as a sediment basin but are intended for use as a permanent pool shall be classified as permanent structures and shall conform to cri- teria appropriate for permanent structures. These structures shall be designed and constructed to conform to NRCS Standard And Specification No. 378 for Ponds in the Na- tional Handbook of Conservation Practices and the New York State Department of Environmental Conservation, "Guidelines for the Design of Dams." Design Criteria Compliance with Laws and Regulations Design and construction shall comply with state and local laws, ordinances, rules and regulations, including permits. Location - Maximum Drainage Area = 50 acres The sediment basin should be located to obtain the maxi- mum storage benefit from the terrain and for ease of cleanout of the trapped sediment. It should be located to minimize interference with construction activities and con- struction of utilities. Whenever possible, sediment basins should be located so that storm drains may outfall or be diverted into the basin. Do not locate basins in perennial streams. Size and Shape of the Basin The sediment basin will contain two separate zones. The lowest zone is the sediment storage zone. This zone is sized for a volume equal to 1,000 cubic feet per disturbed acre over the course of the life of the project, contributing to the basin as measured from the bottom of the basin to the bot- tom of the dewatering zone. It shall have a minimum depth of 1 foot. Layered above this zone is the dewatering zone. This zone is sized for a minimum volume equal to 3,600 cubic feet per each acre draining to the basin. This volume is temporarily stored between the sediment storage zone and the crest of the principal spillway. This zone should be a minimum of 3 feet deep. See Figures 5.8 and 5.9 on pages 5.26 and 5.27. This 3,600 cubic feet per acre is equivalent to one inch of sediment per acre of drainage area. The en- tire drainage area is used for this computation, rather than the disturbed area above, to maximize trapping efficiency. The length to width ratio shall be 2:1 or greater, where length is the distance between the inlet and outlet. A wedge shape shall be used with the inlet located at the narrow end. See Figure 5.22 on page 5.41. Surface Area Research studies (Barfield and Clar 1985; Pitt, 2003) indi- cate that the following relationship between surface area and peak inflow rate gives a trapping efficiency of 75% for silt loam soils, and greater than 90% for loamy sand soils: A = 0.01 Qp or, A = 0.015x D.A. (whichever is greater) where, November 2016 Page 5.20 New York State Standards and Specifica- For Erosion and Sediment Control A = the basin surface area, acres, measured at the service spillway crest; and Qp = the peak inflow rate for the design storm. (The mini- mum design storm will be a 10 year, 24 hour storm under construction conditions). D.A. = contributing drainage area. Sediment basins shall be cleaned out when the sediment storage zone volume described above is reduced by 50 per- cent, except in no case shall the sediment level be permitted to build up higher than one foot below the bottom of the dewatering zone. At this elevation, cleanout shall be per- formed to restore the original design volume to the sedi- ment storage zone. The elevation corresponding to the maximum allowable sediment level shall be determined and shall be stated in the design data as a distance below the top of the riser and shall be clearly marked on the riser. The basin dimensions necessary to obtain the required basin volume as stated above shall be clearly shown on the plans to facilitate plan review, construction, and inspection. Spillway Design Runoff shall be computed by standard accepted hydrologic methods noted previously in this book of standards. Runoff computations shall be based upon the worst soil cover conditions expected to prevail in the contributing drain- age area during the anticipated effective life of the struc- ture.The combined capacities of the principal and emergency spillway shall be sufficient to pass the peak rate of runoff from a ten (10) year frequency, 24 hour duration storm. 1. Principal spillway: A spillway consisting of a vertical pipe or box type riser joined (watertight connection) to a pipe (barrel) which shall extend through the embank- ment and outlet beyond the downstream toe of the fill. The minimum capacity of the principal spillway shall be 0.2 cfs per acre of drainage area when the water surface is at the emergency spillway crest elevation. For those basins with no emergency spillway, the prin- cipal spillway shall have the capacity to handle the peak flow from a ten-year frequency rainfall event. The minimum size of the barrel shall be 8 inches in diameter. See Figures 5.10, 5.11 and 5.12 on pages 5.28, 5.29, and 5.30 for principal spillway sizes and capacities. A. Crest elevation: When used in combination with an emergency spillway, the crest elevation of the riser shall be a minimum one foot below the eleva- tion of the control section of the emergency spill- way. B. Watertight riser and barrel assembly: The riser and all pipe connections shall be completely water- tight except for the inlet opening at the top, or a dewatering opening. There shall not be other holes, leaks, rips, or perforations in the structure. C. Dewatering the basin: 1) Preferred Method- The preferred method for dewatering sediment basins is by using surface skimmers to decant the cleaner top surface water from the basin as the sediment settles out. See De- watering Device Standard, page 5.10. 2) Alternative Method– A fixed vertical riser pipe configured with perforations and filter fabric with a cone of pea gravel or small crushed stone is an alternative option for use. See Figure 5.5 on page 5.14. The sediment basin dewatering system shall be designed to release the dewatering zone volume between 2 to 7 days in watersheds not impaired by sediment, and 4-7 days in sediment impaired wa- tersheds (check the NYSDEC Waterbody Invento- ry/Priority Waterbody List - http:// www.dec.ny.gov/chemical/36730.html, to see if your site is in an impaired watershed). The design performance range will depend on the percent of silt and clay in the soils tributary to the basin. If the performance of the basin does not meet water quality objectives after 7 days, chemical treatment may be necessary. D. Anti-vortex device and trash rack: An anti-vortex device and trash rack shall be se- curely installed on top of the riser and shall be the concentric type as shown in Figure 5.13 and 5.14 on pages 5.31 and 5.32. E. Base: The riser shall have a base attached with a water- tight connection and shall have sufficient weight to prevent flotation of the riser. Two approved bases for risers ten feet or less in height are: 1) a con- crete base 18 in. thick with the riser embedded 9 in. in the base, and 2) a ¼” minimum thickness steel plate attached to the riser by a continuous weld around the circumference of the riser to form a watertight connection. The plate shall have 2.5 feet of stone, gravel, or compacted earth placed on it to prevent flotation. In either case, each side of the square base shall be twice the riser diameter. For risers greater than ten feet high, computations New York State Standards and Specifications Page 5.21 November 2016 For Erosion and Sediment Control shall be made to design a base which will prevent flotation. The minimum factor of safety shall be 1.20 (Downward forces = 1.20 x upward forces). See Figure 5.15 on page 5.33 for details. F. Anti-Seep Collars: Anti-seep collars shall be installed around all conduits through earth fills of impoundment structures according to the follow- ing criteria: 1) Collars shall be placed to increase the seepage length along the conduit by a minimum of 15 percent of the pipe length located within the satu- ration zone. 2) Collar spacing shall be between 5 and 14 times the vertical projection of each collar. 3) All collars shall be placed within the satura- tion zone. 4) The assumed normal saturation zone (phreatic line) shall be determined by projecting a line at a slope of 4 horizontal to 1 vertical from the point where the normal water (riser crest) elevation touches the upstream slope of the fill to a point where this line intersects the invert of the pipe conduit. All fill located within this line may be assumed as saturated. When anti-seep collars are used, the equation for revised seepage length becomes: Where: Ls = Saturated length is length, in feet, of pipe between riser and intersection of phreatic line and pipe invert. N = number of anti-seep collars. P = vertical projection of collar from pipe, in feet. 5) All anti-seep collars and their connections shall be watertight. See Figures 5.16 and 5.17 on pages 5.34 and 5.35 for anti-seep collar design and Figure 5.18 on page 5.36 for construction details. Seepage diaphragms may be used in lieu of anti-seep collars. They shall be designed in accordance to USDA NRCS Pond Standard 378. G. Outlet: An outlet shall be provided, including a means of conveying the discharge in an erosion free manner to an existing stable channel. Where discharge occurs at the property line, drainage easements will be obtained in accordance with local ordinances. Adequate notes and references will be shown on the erosion and sediment control plan. Protection against scour at the discharge end of the pipe spillway shall be provided. Measures may include basin, riprap, revetment, excavated plunge pools, or other approved methods. See Standard and Specification for Rock Outlet Protection, Sec- tion 3, page 3.39. 2. Emergency Spillways: The entire flow area of the emergency spillway shall be constructed in undisturbed ground (not fill). The emergency spillway cross- section shall be trapezoidal with a minimum bottom width of eight feet. This spillway channel shall have a straight control section of at least 20 feet in length; and a straight outlet section for a minimum distance equal to 25 feet. A. Capacity: The minimum capacity of the emergen- cy spillway shall be that required to pass the peak rate of runoff from the 10 year 24-hour frequency storm, less any reduction due to flow in the pipe spillway. Emergency spillway dimensions may be determined by using the method described in Fig- ure 5.19 on page 5.37 and the Design Tables in Figures 5.20 and 5.21 on pages 5.38 and 5.39. B. Velocities: The velocity of flow in the exit chan- nel shall not exceed 5 feet per second for vegetated channels. For channels with erosion protection other than vegetation, velocities shall be within the non-erosive range for the type of protection used. C. Erosion Protection: Erosion protection shall be provided for by vegetation as prescribed in this publication or by other suitable means such as riprap, asphalt or concrete. D. Freeboard: Freeboard is the difference between the design high water elevation in the emergency spillway and the top of the settled embankment. If there is no emergency spillway, it is the difference between the water surface elevation required to pass the design flow through the pipe and the top of the settled embankment. Freeboard shall be at least one foot. Embankment Cross-Section 1. The maximum height of dam = 15 feet (measured from the low point of original ground at the downstream toe to the top of the dam). 2. Minimum top width of dam = 10 feet. November 2016 Page 5.22 New York State Standards and Specifica- For Erosion and Sediment Control 3. Side slopes shall be 2.5 to 1 or flatter. Entrance of Runoff into Basin Points of entrance of surface runoff into excavated sedi- ment basins shall be protected to prevent erosion. Consid- erable care should be given to the major points of inflow into basins. In many cases the difference in elevation of the inflow and the bottom of the basin is considerable, thus creating a potential for severe gullying and sediment gen- eration. Often a riprap drop at major points of inflow would eliminate gullying and sediment generation. Diversions, grade stabilization structures or other water control devices shall be installed as necessary to ensure direction of runoff and protect points of entry into the ba- sin. Points of entry should be located so as to ensure max- imum travel distance of entering runoff to point of exit (the riser) from the basin. Disposal The sediment basin plans shall indicate the method (s) of disposing of the sediment removed from the basin. The sediment shall be placed in such a manner that it will not erode from the site. The sediment shall not be deposited downstream from the basin, adjacent to a stream or flood- plain. Disposal sites will be covered by an approved sedi- ment control plan. The sediment basins plans shall also show the method of disposing of the sediment basin after the drainage area is stabilized, and shall include the stabilization of the sedi- ment basin site. Water contained within the storage areas shall be removed from the basin by pumping, cutting the top of the riser, or other appropriate method prior to re- moving or breaching the embankment. Sediment shall not be allowed to flush into a stream or drainageway. Chemical Treatment Precipitation of sediment is enhanced with the use of specific chemical flocculants that can be applied to the sediment basin in liquid, powder, or solid form. Flocculants include anionic polyelectrolytes such as polyacrylimides, aluminum sulfate (alum), polyaluminum chloride and chitosan. Cationic polyelectrolytes have a greater toxicity to fish and other aquatic organisms than anionic polyelectrolytes because they bind to the gills of fish resulting in respiratory failure (Pitt, 2003). Chemical treatment shall not be substituted for proper erosion and sediment control. To reduce the need for flocculants, proper controls include planning, phasing, sequencing and practice design in accordance to NY Standards. Chemical applications shall not be applied without written approval from the NYSDEC. Safety Sediment basins are attractive to children and can be very dangerous. Local ordinances and regulations must be ad- hered to regarding health and safety. The developer or owner shall check with local building officials on applicable safety requirements. If fencing of sediment basins is re- quired, the location of and type of fence shall be shown on the plans. Construction Specifications Site Preparation Areas under the embankment shall be cleared, grubbed, and stripped of topsoil to remove trees, vegetation, roots, or other objectionable material. In order to facilitate cleanout and restoration, the pool area (measured at the top of the pipe spillway) will be cleared of all brush, trees, and other objectionable materials. Cutoff-Trench A cutoff trench shall be excavated along the centerline of earth fill embankments. The minimum depth shall be two feet. The cutoff trench shall extend up both abutments to the riser crest elevation. The minimum bottom width shall be four feet, but wide enough to permit operation of excava- tion and compaction equipment. The side slopes shall be no steeper than 1:1. Compaction requirements shall be the same as those for embankment. The trench shall be de- watered during the back-filling/compaction operations. Embankment The fill material shall be taken from approved areas shown on the plans. It shall be clean mineral soil free of roots, woody vegetation, oversized stones, rocks, or other objec- tionable material. Relatively pervious materials such as sand or gravel (Unified Soil Classes GW, GP, SW & SP) shall not be placed in the embankment. Areas on which fill is to be placed shall be scarified prior to placement of fill. The fill material shall contain sufficient moisture so that it can be formed by hand into a ball without crumbling. If water can be squeezed out of a ball, it is too wet for proper compaction. Fill material shall be placed in six to eight- inch thick continuous layers over the entire length of the fill. Compaction shall be obtained by routing and hauling the construction equipment over the fill so that the entire surface of each layer of the fill is traversed by at least one New York State Standards and Specifications Page 5.23 November 2016 For Erosion and Sediment Control wheel or tread track of the equipment or by the use of a compactor. The embankment shall be constructed to an elevation 10 percent higher than the design height to allow for settlement. Pipe Spillway The riser shall be securely attached to the barrel or barrel stub by welding the full circumference making a watertight structural connection. The barrel stub must be attached to the riser at the same percent (angle) of grade as the outlet conduit. The connection between the riser and the riser base shall be watertight. All connections between barrel sections must be achieved by approved watertight bank assemblies. The barrel and riser shall be placed on a firm, smooth foundation of impervious soil. Pervious materials such as sand, gravel, or crushed stone shall not be used as backfill around the pipe or anti-seep collars. The fill mate- rial around the pipe spillway shall be placed in four-inch layers and compacted under and around the pipe to at least the same density as the adjacent embankment. A minimum depth of two feet of hand compacted backfill shall be placed over the pipe spillway before crossing it with construction equipment. Steel base plates on risers shall have at least 2 ½ feet of compacted earth, stone, or gravel placed over it to prevent flotation. Emergency Spillway The emergency spillway shall be installed in undisturbed ground. The achievement of planned elevations, grades, design width, entrance and exit channel slopes are critical to the successful operation of the emergency spillway and must be constructed within a tolerance of +/- 0.2 feet. Vegetative Treatment Stabilize the embankment and emergency spillway in ac- cordance with the appropriate vegetative standard and specification immediately following construction. In no case shall the embankment remain unstabilized for more than three (3) days. Erosion and Pollution Control Construction operations shall be carried out in such a man- ner that erosion and water pollution will be minimized. State and local laws shall be complied with concerning pollution abatement. Safety State and local requirements shall be met concerning fenc- ing and signs, warning the public of hazards of soft sedi- ment and floodwater. Maintenance 1. Repair all damages caused by soil erosion and con- struction equipment at or before the end of each work- ing day. 2. Sediment shall be removed from the basin when it reaches the specified depth for cleanout noted on the plans which will not exceed 50% of the capacity of the sediment storage zone. This sediment shall be placed in such a manner that it will not erode from the site. The sediment shall not be deposited downstream from the embankment, adjacent to a stream or floodplain. Final Disposal When temporary structures have served their intended pur- pose and the contributing drainage area has been properly stabilized, the embankment and resulting sediment deposits are to be leveled or otherwise disposed of in accordance with the approved sediment control plan. The proposed use of a sediment basin site will often dictate final disposition of the basin and any sediment contained therein. If the site is scheduled for future construction, then the basin material and trapped sediments must be removed, safely disposed of, and backfilled with a structural fill. When the basin area is to remain open space, the pond may be pumped dry, graded, and backfilled. Information to be Submitted Sediment basin designs and construction plans submitted for review to a local municipality, New York State DEC, New York City DEP, Soil and Water Conservation District, or other agency shall include the following: 1. Specific location of the basin. 2. Plan view of the storage basin and emergency spillway, showing existing and proposed contours. 3. Cross section of dam, principal spillway, emergency spillway, and profile of emergency spillway. 4. Details of pipe connections, riser to pipe connections, riser base, anti-seep control, trash rack cleanout eleva- tion, and anti-vortex device. 5. Runoff calculations for 1 and 10-year frequency storms, if required. 6. Storage Computations A. Zones total required B. Zones total Available C. Elevation of sediment at which cleanout shall be required; also stated as a distance from the riser November 2016 Page 5.24 New York State Standards and Specifica- For Erosion and Sediment Control TEMPORARY SEDIMENT BASIN DESIGN DATA SHEET Computed by __________________________ Date _____________Checked by ________________Date _________ Project________________________________________________________Basin #__________________________ Location __________________________ Total Area draining to basin (50 Ac.) _____________________Acres BASIN SIZE DESIGN 1. Sediment storage zone volume = 1,000 cu. ft. x number of disturbed acres = _______ cu. ft., Top of Zone Elev. _____ 2. Dewatering zone volume = 3,600 cu. ft. x number of drainage area acres = _______cu. ft., Top of Zone Elev. _______ 3. Length to width ratio = _____________ 4. A. Cleanout at 50% of sediment storage zone volume, Elev. _____________ B. Distance below top of riser ___________ feet 5. Minimum surface area is larger of 0.01 Q(10) _________or, 0.015 DA = ___________ use ___________acres DESIGN OF SPILLWAYS & ELEVATIONS Runoff 6. Qp(10) = ____________________________cfs (Attach runoff computation sheets) Pipe Spillway (Qps) 7. Min. pipe spillway cap., Qps = 0.2 x _______Drainage Area, acres = ________cfs Note: If there is no emergency spillway, then required Qps = Qp(10) = ________cfs. 8. H, head = ________ft. Barrel length = ________ft 9. Barrel: Diam. _______inches; Qps = (Q) ___________x (cor.fac.)________=_________cfs. 10. Riser: Diam. _______inches; Length ________ft.; h = _________ft. Crest Elev. _____________ 11. Trash Rack: Diameter = ________inches; H, height = __________inches Emergency Spillway Design 12. Emergency Spillway Flow, Qes = Qp - Qps = ___________ - ____________ = ___________cfs. 13. Width _______ft.; Hp _________ft Crest elevation ___________; Design High Water Elev. ___________ Entrance channel slope___________________________% ; Top of Dam Elev. ________________ Exit channel slope ______________________________% ANTI-SEEP COLLAR/SEEPAGE DIAPHRAGM DESIGN Collars: 14. y = ________ft.; z = _______:1; pipe slope = ________%, Ls = _______ft. Use _______ collars, ______ - ______inches square; projection = ________ft. Diaphragms: #_________ width_________ ft. height _________ft. DEWATERING ORIFICE SIZING (Determined from the Dewatering Device Standard) 15. Dewatering orifice diameter = ________ inches. Skimmer ___ or Riser ____ (check one) 16. Design dewatering time ________ days (Min. 2 days required) New York State Standards and Specifications Page 5.25 November 2016 For Erosion and Sediment Control 1. Minimum required sediment storage zone volume is 1,000 cubic feet per acre from each disturbed acre within the total drainage area. Minimum required dewatering zone volume is 3,600 cubic feet per total area draining to the basin. 2. The volume of a naturally shaped basin (no excavation in basin) may be approximated by the formula V = (0.4)(A)(d), where V is in cubic feet, A is the surface area of the basin, in square feet, and d is the maximum depth of the basin, in feet. Volume may be computed from contour information or other suitable methods. 3. If volume of basin is not adequate for required storage, excavate to obtain the required zone volumes. 4. The minimum surface area of the basin pool at the storage volume elevation will be the larger of the two elevations shown. 5. Use of the NRCC hydrologic data at www.precip.net with an appropriate hydrologic model, is the preferred process for runoff computation. Runoff curve numbers will be computed for the drainage area that reflects the maximum construction condition. 6. Required minimum discharge from pipe spillway equals 0.2 cfs/ac. times total drainage area. (This is equivalent to a uniform runoff of 5 in. per 24 hours). The pipe shall be designed to carry Qp if site conditions preclude installation of an emergency spillway to protect the structure. 7. Determine value of “H” from field conditions; “H” is the interval between the centerline of the outlet pipe and the emergency spillway crest, or if there is no emergency spillway, to the design high water. 8. See Pipe Flow Charts, Figures 5.11 and 5.12 on pages 5.29 and 5.30. 9. See Riser Inflow Curves, Figure 5.10 on page 5.28. 10. Compute the orifice size required to dewater the basin over a minimum 48 hour period. See the Dewatering Device Standard on page 5.10. 11. See Trash Rack and Anti-Vortex Device Design, Figures 5.13 and 5.14 on pages 5.31 and 5.32. 12. Compute Qes by subtracting actual flow carried by the pipe spillway from the total inflow, Qp. 13. Use appropriate tables to obtain values of Hp, bottom width, and actual Qes. If no emergency spillway is to be used, so state, giving reason (s). 14. See Anti-Seep Collar / Seepage Diaphragm Design (see figures 5.16, 5.17 and 5.18 on pages 5.34, 5.35 and 5.36). 15. Fill in design elevations. The emergency spillway crest must be set no closer to riser crest than value of h, which causes pipe spillway to carry the minimum, required Q. Therefore, the elevation difference between spillways shall be equal to the value of h, or one foot, whichever is greater. Design high water is the elevation of the emergency spillway crest plus the value of Hp, or if there is no emergency spillway, it is the elevation of the riser crest plus h required to handle the 10-year storm. Minimum top of dam elevation requires 1.0 ft. of freeboard above design high water. To use charts for pipe spillway design: 1. Enter chart, Figures 5.11 or 5.12 on pages 5.29 and 5.30 with H and required discharge. 2. Find diameter of pipe conduit that provides equal or greater discharge 3. Enter chart, Figure 5.10 on page 5.28 with actual pipe discharge. Read across to select smallest riser that provides discharge within weir flow portion of rating curve. Read down to find corresponding h required. This h must be 1 foot or less. TEMPORARY SEDIMENT BASIN DESIGN DATA SHEET INSTRUCTIONS FOR USE OF FORM November 2016 Page 5.26 New York State Standards and Specifica- For Erosion and Sediment Control Figure 5.8 Pipe Spillway Design New York State Standards and Specifications Page 5.27 November 2016 For Erosion and Sediment Control Figure 5.9 Sediment Basin November 2016 Page 5.28 New York State Standards and Specifica- For Erosion and Sediment Control Figure 5.10 Riser Inflow Chart (USDA - NRCS) New York State Standards and Specifications Page 5.29 November 2016 For Erosion and Sediment Control Figure 5.11 Pipe Flow Chart; n = 0.025 (USDA - NRCS) November 2016 Page 5.30 New York State Standards and Specifica- For Erosion and Sediment Control Figure 5.12 Pipe Flow Chart; n = 0.013 (USDA - NRCS) New York State Standards and Specifications Page 5.31 November 2016 For Erosion and Sediment Control Figure 5.13 Concentric Trash Rack and Anti-Vortex Device (USDA - NRCS) November 2016 Page 5.32 New York State Standards and Specifica- For Erosion and Sediment Control Figure 5.14 Concentric Trash Rack and Anti-Vortex Device Design Table (USDA - NRCS) New York State Standards and Specifications Page 5.33 November 2016 For Erosion and Sediment Control Figure 5.15 Riser Base Details November 2016 Page 5.34 New York State Standards and Specifica- For Erosion and Sediment Control Figure 5.16 Anti-Seep Collar Design New York State Standards and Specifications Page 5.35 November 2016 For Erosion and Sediment Control Figure 5.17 Anti-Seep Collar Design Charts (USDA - NRCS) November 2016 Page 5.36 New York State Standards and Specifica- For Erosion and Sediment Control Figure 5.18 Anti-Seep Collar New York State Standards and Specifications Page 5.37 November 2016 For Erosion and Sediment Control Figure 5.19 Design Data for Earth Spillways November 2016 Page 5.38 New York State Standards and Specifica- For Erosion and Sediment Control Figure 5.20 Design Table for Vegetated Earth Spillways in Erosion Resistant Soils, K=0.1 - 0.35, Side Slopes = 3:1 New York State Standards and Specifications Page 5.39 November 2016 For Erosion and Sediment Control Figure 5.21 Design Table for Vegetated Earth Spillways in Very Erodible Soils, K = 0.36 - 0.80, Side Slopes = 3:1 (USDA - NRCS) November 2016 Page 5.40 New York State Standards and Specifica- For Erosion and Sediment Control Procedure for Determining or Altering Sediment Basin Shape As specified in the Standard and Specification, the pool area at the elevation of the crest of the principal spillway shall have a length to width ratio of at least 2.0 to 1. The purpose of this requirement is to minimize the “short circuiting” effect of the sediment laden inflow to the riser and thereby increase the effectiveness of the sediment basin. The pur- pose of this procedure is to prescribe the parameters, proce- dures, and methods of determining and modifying the shape of the basin. The length of the flow path (L) is the distance from the point of inflow to the riser (outflow point). The point of inflow is the point that the stream enters the normal pool (pool level at the riser crest elevation). The pool area (A) is the area of the normal pool. The effective width (We) is found by the equation: We = A/L and L:W ratio = L/We In the event there is more than one inflow point, any inflow point that conveys more than 30 percent of the total peak inflow rate shall meet the length to width ratio criteria. The required basin shape may be obtained by proper site selection, by excavation, or by constructing a baffle in the basin. The purpose of the baffle is to increase the effective flow length from the inflow point to the riser. Baffles (see Figure 5.22 on following page) shall be placed midway between the inflow point around the end of the baffle to the outflow point. Then: We = A/Le and L:W ratio = Le/We Three examples are shown on the following page. Note that for the special case in example C the water is allowed to go around both ends of the baffle and the effective length, Le = L1 + L2. Otherwise, the length to width ratio computations are the same as shown above. This special case procedure for computing Le is allowable only when the two flow paths are equal, i.e., when L1 = L2. A baffle detail is also shown in Figure 5.22 on page 5.41. New York State Standards and Specifications Page 5.41 November 2016 For Erosion and Sediment Control Figure 5.22 Sediment Basin Baffle Details (USDA - NRCS) APPENDIX F Temporary Erosion and Sediment Control Inspection and Maintenance Checklist and Permanent Stormwater Practice Operation, Maintenance and Management Inspection Checklist 1 JMC Project 16222 900 King Street Development 900 King Street Rye Brook, NY Temporary Erosion and Sediment Control Inspection and Maintenance Checklist Erosion and Sediment Control Measure Inspection/Maintenance Intervals Inspection/Maintenance Requirements Stabilized Construction Entrance Daily Periodic top dressing with additional aggregate as required Clean sediment in public right-of- ways immediately Silt Fence Weekly + After Each Rain Remove & redistribute sediment when bulges develop in the silt fence. Inlet Protection Weekly + After Each Rain Refer to Figures A5.11, A5.12, A5.13 & A5.14 within the NYSDEC New York State Standard and Specifications for Erosion and Sediment Control Temporary Sediment Basin Weekly + After Each Rain Remove and redistribute sediment when it reaches an elevation indicated on the construction documents. Check for rilling within and around the sediment basin and repair as required. Remove all sediment and debris from the outlet control structure as maybe required. 2 JMC Project 16222 900 King Street Development 900 King Street Rye Brook, NY Permanent Stormwater Management Practice Inspection and Maintenance Checklist Stormwater Management Practice Inspection/Maintenance Intervals Inspection/Maintenance Requirements Vegetated Swale Monthly Check that contributing area is clean of debris. Confirm vegetation is adequately maintained (mowing, fertilizer, etc.) Check for rilling/erosion and repair as needed. Confirm dewatering occurs between storms. Stormwater Management Basin Monthly Check Permanent Pool for undesirable vegetative growth and floatings or floatable debris. Remove as needed. Check Forebays for sediment and cleanout when it depth <50% design depth. Check Dry Pond areas for adequate vegetation, undesirable vegetative growth, low flow channels are clear of obstructions, standing water or wet spots and sediment and/or trash accumulation. Repair/remove as necessary. 3 JMC Project 16222 900 King Street Development 900 King Street Rye Brook, NY Permanent Stormwater Management Practice Inspection and Maintenance Checklist (Cont'd) Stormwater Management Practice Inspection/Maintenance Intervals Inspection/Maintenance Requirements Stormwater Management Basin Annually + After Major Storms Check adequacy of vegetation and ground cover; for evidence of embankment erosion, animal burrows, unauthorized plantings and cracking, bulging or sliding of dam, clear/properly functioning drains, seeps/leaks on downstream face, failure of slope protection or riprap. Repair/remove as necessary. Confirm emergency spillway is clear of obstructions and debris. Confirm all inlets and outlet structures/pipes are operating properly. Drain Inlets Monthly Check for blockage and/or erosion at top of each inlet. Repair/remove as necessary. Check for sediment and debris collected within sumps and clean out as necessary. Vegetated Swale Annually + After Major Storms Clean sediment and re-vegetate as necessary. Check condition of outlet and repair as necessary 4 The owner/operator responsible for inspection and maintenance as outlined above: Contact Company: 900 King Street Owner LLC Contact Name: Street Address: 200 Madison Avenue, 26th Floor City, State Zip:New York, NY 10016 Phone: Fax: Email: p:\2016\16222\drainage\temporary & permanent s&e inspection and maintenance checklist.docx ìëòðþ øïïìí ³³÷ ïððòðŒ øîëìð ³³÷ êðòðŒ øïëîì ³³÷ íðòéŒ øéèï ³³÷ íëòïŒ øèçï ³³÷ íîòèŒ øèíî ³³÷ ëçòìŒ øïëðç ³³÷ çðòîŒ øîîçï ³³÷ ìèòíŒ øïîíð ³³÷ ëîòðŒ øïíîð ³³÷ ÚÑËÒÜßÌ×ÑÒ ÐßÌØ Ý±ª»® Ó·²·³«³ Þ»¿®·²¹ λ-·-¬¿²½» º±® Í»®ª·½» Ô±¿¼- µ-º øµÐ¿÷ ع¬ò º¬ò ìòì ìòí ìòî ìòï ìòð íòç íòè íòé íòê íòë íòì íòí íòî íòï íòð îòç îòè îòé îòê îòë îòì îòí îòî îòï îòð ø³÷ øîïï÷ øîðê÷ øîðï÷ øïçê÷ øïçî÷ øïèé÷ øïèî÷ øïéé÷ øïéî÷ øïêè÷ øïêí÷ øïëè÷ øïëí÷ øïìè÷ øïìì÷ øïíç÷ øïíì÷ øïîç÷ øïîì÷ øïîð÷ øïïë÷ øïïð÷ øïðë÷ øïðï÷ øçê÷ îòð ç ç ç ç ç ç ç ç ç ç ç ç ç ç ç ç ç ç ç ïî ïî ïî ïë ïë ïë øðòêï÷ øîíð÷ øîíð÷ øîíð÷ øîíð÷ øîíð÷ øîíð÷ øîíð÷ øîíð÷ øîíð÷ 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«¿¬ ·· ± APPENDIX G DRAWINGS APPENDIX H SOIL TESTING DATA AKRF, Inc. Subsurface (Phase II) Investigation 900 King Street Property 900 King Street, Rye Brook, NY 11 (AWQVs) as presented in the NYSDEC Division of Water Technical Operational and Guidance Series (TOGS) 1.1.1. Analytical results for the soil vapor and ambient air samples indicated that petroleum and solvent related VOCs were detected at concentrations ranging from 0.32 to 810 µg/m3. There were no VOCs detected above their respective New York State Department of Health (NYSDOH) Soil Vapor Intrusion Air Guidance Values (AGVs) as presented in the Final Guidance for Evaluating Soil Vapor Intrusion in the State of New York, dated October 2006, incorporating subsequent 2013, 2015, and 2017 updates. 6.1 Conclusions Based on the findings of the Phase II investigation, AKRF concludes the following: The analytical data from the soil, groundwater, and soil vapor sampling indicated that there was no evidence of a release of contamination associated with the RECs or de minimis condition observations identified during AKRF’s October 2017 Phase I ESA. No evidence of hazardous, non-hazardous, and/or petroleum-like releases (e.g., odors, staining, or elevated PID readings) were identified through the soil, groundwater, and soil vapor sampling. No concentrations of VOCs, SVOCs, PCBs, or pesticides were detected above their respective Part 375 UUSCOs, RRSCOs, or PGWSCOs in the soil samples from this investigation. Based on the Phase II field observations, the metals detected in soil at levels above their respective Part 375 UUSCOs are likely attributable to contaminants in the shallow fill layer observed at the Site and/or background conditions, and not related to an on-site release or other source area. No concentrations of VOCs or SVOCs were detected above their respective AWQVs in the groundwater samples from this investigation. No concentrations of VOCs were detected above their respective AGVs in the soil vapor/ambient air samples from this investigation. Evidence of an ongoing hydraulic oil condition was noted on the concrete slab floor in the elevator machine room on the ground floor of the building. Hydraulic oil and sorbent pads were noted on the slab floor adjacent to elevator motors denoted “Car #1” and “Car #2”. The findings from the soil sampling in the elevator machine room suggest the condition has not affected subsurface soils. 6.2 Recommendations It is our understanding that 900 King Street Owner, LLC is proposing to demolish the existing office building in conjunction with the redevelopment of the Property. It is understood that the demolition and redevelopment work will require earth movement, excavation, grading, and filling. Based on the conclusions presented above, in conjunction with the scope of the proposed redevelopment work, AKRF recommends the following: The hydraulic oil condition noted in the elevator machine room should be addressed including cleaning the residual hydraulic oil from the slab floor and properly draining the hydraulic oil reservoirs from the faulty elevator motors until they are properly repaired and/or removed. All oil soaked materials and residual hydraulic oil should be disposed of in accordance with applicable regulations. DATE PROJECT NO. FIGURESITE LOCATION Village of Rye Brook, New York MapSource: USGSTopobasemapservice fromTheNational Map SITE LOCATION 0 800 1,600 SCALE IN FEET 12/1/2017 170073 1 [ NY CT Area of Detail 900 King Street 440 Park Avenue South, New York,NY 10016 Q : \ P r o j e c t s \ 1 7 0 0 7 3 - 9 0 0 K I N G S T R E E T \ T e c h n i c a l \ H a z m a t \ C A D \ 1 7 0 0 7 3 F i g 2 S i t e P l a n . d w g l a s t s a v e : m v e i l l e u x 1 / 1 6 / 2 0 1 8 4 : 4 4 P M V i l l a g e o f R y e B r o o k , N e w Y o r k 9 0 0 K i n g S t r e e t S I T E P L A N 4 4 0 P a r k A v e n u e S o u t h , N e w Y o r k , N Y 1 0 0 1 6 AK R F , I n c . 90 0 K i n g S t r e e t , R y e B r o o k , N e w Y o r k Ph o t o g r a p h 3: In s t a l l a t i o n o f s o i l b or i n g S B -8 t h r o u g h t h e co n c r e t e s l a b i n t h e e l e v a t o r m a c h i n e r o o m . Ph o t o g r a p h 4: Co m p l e t e d s o i l b o r i n g S B -8 l o c a t i o n , p a t c h e d an d c l e a n e d . Ph o t o g r a p h 1: Ma i n e n t r a n c e of t h e P r o p e r t y b u i l d i n g , a s se e n f r o m p a r k i n g l o t . Ph o t o g r a p h 2: Hy d r a u l i c o i l c o n d i t i o n o b s e r v e d a d j a c e n t t o Pa g e 1 o f 2 AK R F , I n c . 90 0 K i n g S t r e e t , R y e B r o o k , N e w Y o r k Ph o t o g r a p h 7: S o i l v a p o r p u r g i n g a n d h e l i u m t e s t s e t u p a t s o i l va p o r p o i n t S V -1 Ph o t o g r a p h 8: L o w f l o w g r o u n d w a t e r s a m p l i n g s e t u p a t ob s e r v a t i o n w e l l O W -2. Ph o t o g r a p h 5: Ge o p r o b e Di r e c t P u s h P r o b e u n i t s t a g e d a t s o i l bo r i n g S B -1 l o c a t i o n . Ph o t o g r a p h 6: S o i l c o r e s f r o m s o i l b o r i n g S B -1 s t a g e d f o r fi e l d s c r e e n i n g a n d s a m p l i n g . Pa g e 2 o f 2 GEOPHYSICAL ENGINEERING SURVEY REPORT Commercial Site 900 King Street Rye Brook, New York 10573 NOVA PROJECT NUMBER 17-0484 DATED November 24, 2017 PREPARED FOR: AKRF, INC. Environmental, Planning, and Engineering Consultants 34 South Broadway, Suite 401 White Plains, NY 10601 PREPARED BY: NOVA GEOPHYSICAL SERVICES SUBSURFACE MAPPINGSOLUTIONS 56-01MarathonParkway,#765,Douglaston,New York 11362 Ph.347-556-7787Fax.718-261-1527 www.nova-gsi.com November 24, 2017 Timothy McClintock Environmental Scientist AKRF, INC. 34 South Broadway, Suite 401 White Plains, NY 10601 P) 914.922.2374 C) 914.439.1629 F) 914.949.7559 Re: Geophysical Engineering Survey (GES)Report Commercial Site 900 King Street Rye Brook, New York 10573 Dear Mr. McClintock Nova Geophysical Services (NOVA)is pleased to provide findings of the geophysical engineering survey (GES)at the above referenced project site:900 King Street , Rye Brook, New York 10573 (the Please see attached Site Location and Survey Plan mapsfor more details. INTRODUCTION TO GEOPHYSICAL ENGINEERING SURVEY (GES) NOVA performed a Geophysical engineering surveys (GES)consisting of a Ground Penetrating Radar (GPR)survey at the site. The purpose of this survey is to locate and identify utilities and other substructures as well as clear boring locations on November 16th, 2017. The equipment selected for this investigation was a Sensors and Software Noggin 250 MHz ground penetrating radar (GPR)shielded antenna, a Radio Detection RD7100 utility locator and a Schonestedt GA-72Cd Magnetometer A GPR system consists of a radar control unit,control cable and a transducer (antenna).The control unit transmits a trigger pulse at a normal repetition rate of 250 MHz.The trigger pulse is sent to the transmitter electronics in the transducer via the control cable.The transmitter electronics amplify the trigger pulses into bipolar pulses that are radiated to the surface.The transformed pulses vary in shape and frequency according to the transducer used.In the subsurface,variations of the signal occur at boundaries where there is a dielectric contrast (void,steel,soil type,etc.).Signal reflections travel back to the control unit and are represented as color graphic images for interpolation. GEOPHYSICALENGINEERINGSURVEY/GESREPORT Commercial Site 900 King Street Rye Brook, New York 10573 GEOPHYSICAL METHODS The project site was screened using the GPR to search the specified area and inspected for reflections,which could be indicative of substructures and utilities within the subsurface. GPR data profiles were collected for the areas of the Site specified by the client.The surveyed areas consisted of concrete. DAT A PROCESSING In order to improve the quality of the results and to better identify subsurface anomalies NOVA processed the collected data. The processes flow is briefly described in this section. Step 1.Import raw RAMAC data to standard processing format Step 2.Remove instrument noise (dewow) GEOPHYSICALENGINEERINGSURVEY/GESREPORT Commercial Site 900 King Street Rye Brook, New York 10573 Step 3.Correct for attenuation losses (energy decay function) Step 4.Remove static from bottom of profile (time cut) Step 5.Mute horizontal ringing/noise (subtracting average) The above example shows the significance of data processing.The last image (step 5)has higher resolution than the starting image (raw data step 1)and describes the subsurface anomalies more accurately. GEOPHYSICALENGINEERINGSURVEY / GESREPORT Commercial Site 900 King Street Rye Brook, New York 10573 GPR, Magnetics, Electromagnetics, Seismic, Resistivity, Utility Location,Borehole Logging &Camera PHYSICAL SETTINGS NOVA observed following physical conditions at the time of the survey: W eather:Overcast, light rain Temperature:55 Degrees (F) Surface:Concrete, soil, grass Geophysical NoiseLevel(GNL): Geophysical Noise Level (GNL)was medium at the site. The noise was the result of being in a suburban environment. RESULTS The results of the geophysical engineering survey (GES)identified following at the project Site: NOVA conducted a search using ground penetrating radar and a magnetometer around the perimeter of the subject property for an underground vault containing a steam tank that had previously been excavated. NOVA was unable to locate the previous excavation. NOVA identified gas, water, electrical, and storm sewer lines on the northwestern side of the building as shown in the survey plan. NOVA did not detect any anomalies characteristic of an underground storage tank. All detected subsurface anomalies were marked in the onsite mark out. All cleared boring locations were marked in the onsite mark out. The Survey Plan portrays the subsurface areas investigated during the GES. If you have any questions,please do not hesitate to contact the undersigned. Sincerely, NOVA Geophysical Services Levent Eskicakit, P.G.,E.P. Project Engineer Attachments: Site Location Map Survey Plan Geophysical Images GE O P H Y S I C A L I M A G E S Co m m e r c i a l S i t e 90 0 K i n g S t r e e t Ry e B r o o k , N e w Y o r k 1 0 5 7 3 No v e m b e r 1 6 , 2 0 1 7 GE O P H Y S I C A L I M A G E S Co m m e r c i a l S i t e 90 0 K i n g S t r e e t Ry e B r o o k , N e w Y o r k 1 0 5 7 3 No v e m b e r 1 6 , 2 0 1 7 GE O P H Y S I C A L I M A G E S Co m m e r c i a l S i t e 90 0 K i n g S t r e e t Ry e B r o o k , N e w Y o r k 1 0 5 7 3 No v e m b e r 1 6 , 2 0 1 7 GE O P H Y S I C A L I M A G E S Co m m e r c i a l S i t e 90 0 K i n g S t r e e t Ry e B r o o k , N e w Y o r k 1 0 5 7 3 No v e m b e r 1 6 , 2 0 1 7 GE O P H Y S I C A L I M A G E S Co m m e r c i a l S i t e 90 0 K i n g S t r e e t Ry e B r o o k , N e w Y o r k 1 0 5 7 3 No v e m b e r 1 6 , 2 0 1 7 GE O P H Y S I C A L I M A G E S Co m m e r c i a l S i t e 90 0 K i n g S t r e e t Ry e B r o o k , N e w Y o r k 1 0 5 7 3 No v e m b e r 1 6 , 2 0 1 7 Drilling Method: Drilling Sampling Method: Driller: Weather:35°F, Partly Cloudy Logged By:T. McClintock, AKRF D e p t h (f e e t ) R e c o v e r y (I n c h e s ) O d o r M o i s t u r e P I D N A P L Soil Samples Collected for Laboratory Analysis 1 Top 6": CONCRETE.ND DRY ND ND SB-1 (0-2) 2 at 08:20 3 4 Bottom 24": Brown/gray SAND, some Silt, fine Gravel.ND DRY ND ND 5 6 Top 23": Brown SAND, little Silt, fine Gravel. ND DRY ND ND 7 Next 19": Brown SAND, some Silt, little fine Gravel.ND DRY ND ND 8 9 Bottom 4": Black SAND, little fine Gravel, trace Silt.ND DRY ND ND 10 Top 6": Black SAND, little fine Gravel, trace Silt.ND DRY ND ND ND DRY ND ND 12 13 14 15 16 17 18 19 20 Groundwater not encountered during soil boring installation. End of soil boring at 11 feet below grade due to DPP refusal on apparent cobbles. SB-1AKRF Project Number: 170073 440 Park Avenue South, 7th Floor SOIL BORING LOG 900 King Street Sheet 1 of 1 Soil Boring ID: Geoprobe DPP Surface Condition: Concrete New York, NY 10016 Start Time: 07:55 Finish Time: 08:20 Date: 11/20/2017 5' Macrocores Craig Test Boring Soil classifications and descriptions presented are based on the Modified Burmister Classification System. Descriptions were developed for environmental purposes only. PID = photoionization detector NAPL = non-aqueous phase liquid ND = not detected 24 46 Notes: Soil sample analyzed for: Target Compound List (TCL) VOCs (EPA 8260), TCL SVOCs (EPA 8270), PCBs (EPA 8082), Pesticides (EPA 8081), and TAL Metals (EPA 6000/7000 Series) 14 Bottom 6": Brown/black/red SAND, little fine Gravel, trace Silt.11 Drilling Method: Drilling Sampling Method: Driller: Weather:35°F, Partly Cloudy Logged By:T. McClintock, AKRF D e p t h (f e e t ) R e c o v e r y (I n c h e s ) O d o r M o i s t u r e P I D N A P L Soil Samples Collected for Laboratory Analysis 1 Top 3": ASPHALT and fine GRAVEL.ND DRY ND ND SB-2 (0-2) at 08:00 2 Next 22": Brown SAND, some Silt, little fine Gravel.ND DRY ND ND 3 4 Bottom 9": Brown SAND, little Silt, trace fine Gravel.ND WET at ND ND 4' 5 6 Top 15": Brown SAND, some Silt, little fine Gravel.ND DRY ND ND 7 Next 8": Gray SILT, trace Sand.ND DRY ND ND 8 9 Bottom 13": Brown/black SAND, some fine Gravel, trace Silt.ND DRY ND ND 10 11 12 13 14 15 16 17 18 19 20 Groundwater encountered at approximately 4 feet below grade during soil boring installation. End of soil boring at 9.5 feet below grade due to DPP refusal on apparent cobbles. SOIL BORING LOG 900 King Street Soil Boring ID:SB-2AKRF Project Number: 170073 Sheet 1 of 1 Geoprobe DPP 5' Macrocores Start Time: 07:30 Finish Time: 08:00Craig Test Boring 440 Park Avenue South, 7th Floor Date: 11/20/2017New York, NY 10016 PID = photoionization detector NAPL = non-aqueous phase liquid ND = not detected Soil classifications and descriptions presented are based on the Modified Burmister Classification System. Descriptions were developed for environmental purposes only. Surface Condition: Asphalt 34 Notes: Soil sample analyzed for: Target Compound List (TCL) VOCs (EPA 8260), TCL SVOCs (EPA 8270), PCBs (EPA 8082), Pesticides (EPA 8081), and TAL Metals (EPA 6000/7000 Series) 36 Drilling Method: Drilling Sampling Method: Driller: W eather:40°F, Sunny Logged By:T. McClintock, AKRF D e p t h (f e e t ) R e c o v e r y (I n c h e s ) O d o r M o i s t u r e P I D N A P L Soil Samples Collected for Laboratory Analysis 1 Top 4": ASPHALT and fine GRAVEL, some Sand.ND DRY ND ND SB-3 (0-2) 2 at 12:50 3 4 Bottom 30": Brown/gray SAND, some Silt, trace fine Gravel.ND DRY ND ND 5 6 Top 23": Brown/gray SAND, some Silt, trace fine Gravel.ND DRY ND ND 7 8 9 Bottom 6": Light brown SAND, trace Silt.ND WET at ND ND 9.5' 10 11 Top 6": Brown/gray SAND, some Silt, fine Gravel.ND DRY ND ND 12 Next 12": Fine GRAVEL, some brown/white Sand, trace Silt.ND DRY ND ND 13 14 Bottom 17": Brown SAND, little Silt, trace fine Gravel.ND DRY ND ND 15 16 17 18 19 20 Groundwater encountered at approximately 9.5 feet below grade during soil boring installation. End of soil boring at 15 feet below grade. SOIL BORING LOG 900 King Street Soil Boring ID:SB-3AKRF Project Number: 170073 Sheet 1 of 1 Geoprobe DDP 5' Macrocores Start Time: 12:25 Finish Time: 12:50Craig Test Boring 440 Park Avenue South, 7th Floor Date: 11/17/2017New York, NY 10016 PID = photoionization detector NAPL = non-aqueous phase liquid ND = not detected Soil classifications and descriptions presented are based on the Modified Burmister Classification System. Descriptions were developed for environmental purposes only. Surface Condition: Asphalt 34 29 35 Notes: Soil sample analyzed for: Target Compound List (TCL) VOCs (EPA 8260), TCL SVOCs (EPA 8270), PCBs (EPA 8082), Pesticides (EPA 8081), and TAL Metals (EPA 6000/7000 Series) Drilling Method: Drilling Sampling Method: Driller: W eather:40°F, Sunny Logged By:T. McClintock, AKRF D e p t h (f e e t ) R e c o v e r y (I n c h e s ) O d o r M o i s t u r e P I D N A P L Soil Samples Collected for Laboratory Analysis 1 Top 4": ASPHALT and fine GRAVEL.ND DRY ND ND SB-4 (0-2) at 14:15 2 Next 4": Brown/Gray SAND, some Silt, little fine Gravel.ND DRY ND ND 3 4 Bottom 18": Brown/Gray SAND, little Silt, fine Gravel.ND DRY ND ND 5 6 Top 4": Fine GRAVEL, trace Silt.ND DRY ND ND 7 8 9 Bottom 24": Brown/Gray SAND, little Silt, fine Gravel.ND DRY ND ND 10 11 Top 13": Brown/Gray SAND, little Silt, fine Gravel.ND DRY ND ND 12 13 Bottom 4": Fine GRAVEL, trace Silt.ND DRY ND ND 14 15 16 17 18 19 20 Groundwater not encountered during soil boring installation. End of soil boring at 14 feet below grade due to DPP refusal on apparent cobbles. SOIL BORING LOG 900 King Street Soil Boring ID:SB-4AKRF Project Number: 170073 Sheet 1 of 1 Geoprobe DPP 5' Macrocores Start Time: 13:35 Finish Time: 14:15Craig Test Boring 440 Park Avenue South, 7th Floor Date: 11/17/2017New York, NY 10016 PID = photoionization detector NAPL = non-aqueous phase liquid ND = not detected Soil classifications and descriptions presented are based on the Modified Burmister Classification System. Descriptions were developed for environmental purposes only. Surface Condition: Asphalt 26 28 Notes: Soil sample analyzed for: Target Compound List (TCL) VOCs (EPA 8260), TCL SVOCs (EPA 8270), PCBs (EPA 8082), Pesticides (EPA 8081), and TAL Metals (EPA 6000/7000 Series) 17 Drilling Method: Drilling Sampling Method: Driller: W eather:40°F, Sunny Logged By:T. McClintock, AKRF D e p t h (f e e t ) R e c o v e r y (I n c h e s ) O d o r M o i s t u r e P I D N A P L Soil Samples Collected for Laboratory Analysis 1 Top 6": ASPHALT and fine GRAVEL.ND DRY ND ND SB-5 (0-2) at 13:30 2 Next 6": Brown/Gray SAND, some Silt, trace fine Gravel.ND DRY ND ND 3 Next 6": Brown SAND and fine GRAVEL ND DRY ND ND 4 Bottom 10": Brown/Gray SAND, some Silt, trace fine Gravel.ND DRY ND ND 5 6 Top 12": Brown/Gray SAND, some Silt, trace fine Gravel.ND DRY ND ND 7 8 9 Bottom 20": Brown/Gray SAND, little Silt, fine Gravel.ND DRY ND ND 10 11 Top 6": Brown/Gray SAND, little Silt, fine Gravel.ND DRY ND ND 12 Next 16": Brown/Gray SAND, some Silt, little fine Gravel.ND MOIST ND ND 13 11'-13' 14 Bottom 8": Brown/Gray SAND, little Silt, trace fine Gravel.ND DRY ND ND 15 16 Top 12": Brown/Gray SAND, some Silt, trace fine Gravel.ND WET ND ND 15'-16' 17 Bottom 8": Brown/Gray SAND, little Silt, trace fine Gravel.ND DRY ND ND 18 19 20 Groundwater encountered at approximately 15 feet below grade during soil boring installation. End of soil boring at 18 feet below grade due to DPP refusal on apparent cobbles. SOIL BORING LOG 900 King Street Soil Boring ID:SB-5AKRF Project Number: 170073 Sheet 1 of 1 Geoprobe DPP 5' Macrocores Start Time: 13:05 Finish Time: 13:30Craig Test Boring 440 Park Avenue South, 7th Floor Date: 11/17/2017New York, NY 10016 PID = photoionization detector NAPL = non-aqueous phase liquid ND = not detected Soil classifications and descriptions presented are based on the Modified Burmister Classification System. Descriptions were developed for environmental purposes only. Surface Condition: Asphalt 28 32 30 Notes: Soil sample analyzed for: Target Compound List (TCL) VOCs (EPA 8260), TCL SVOCs (EPA 8270), PCBs (EPA 8082), Pesticides (EPA 8081), and TAL Metals (EPA 6000/7000 Series) 24 Drilling Method: Drilling Sampling Method: Driller: W eather:40°F, Sunny Logged By:T. McClintock, AKRF D e p t h (f e e t ) R e c o v e r y (I n c h e s ) O d o r M o i s t u r e P I D N A P L Soil Samples Collected for Laboratory Analysis 1 Top 6": ASPHALT and fine GRAVEL.ND DRY ND ND 2 Next 6": Brown/Gray SAND, some Silt, little fine Gravel.ND DRY ND ND 3 4 Bottom 24": Brown/Gray SAND, little Silt, fine Gravel. ND DRY ND ND 5 6 Top 8": Brown/Gray SAND, little Silt, fine Gravel. ND DRY ND ND SB-6 (5-7) at 12:15 7 Next 4": Fine GRAVEL.ND DRY ND ND 8 9 Bottom 24": Brown/Gray SAND, little Silt, fine Gravel.ND DRY ND ND 10 11 Top 20": Brown/Gray SAND, some Silt, little fine Gravel.ND MOIST ND ND 12 10'-12' 13 14 Bottom 24": Brown SAND, little Silt, fine Gravel. ND DRY ND ND 15 16 Top 14": Brown SAND, little Silt, fine Gravel. ND DRY ND ND 17 Bottom 20": Brown/Red/Black SAND, some fine Gravel, trace Silt.ND DRY ND ND 18 19 20 Groundwater not encountered during soil boring installation. End of soil boring at 18 feet below grade due to DPP refusal on apparent cobbles. SOIL BORING LOG 900 King Street Soil Boring ID:SB-6AKRF Project Number: 170073 Sheet 1 of 1 Geoprobe DPP 5' Macrocores Start Time: 11:30 Finish Time: 12:15Craig Test Boring 440 Park Avenue South, 7th Floor Date: 11/17/2017New York, NY 10016 PID = photoionization detector NAPL = non-aqueous phase liquid ND = not detected Soil classifications and descriptions presented are based on the Modified Burmister Classification System. Descriptions were developed for environmental purposes only. Surface Condition: Asphalt 36 36 44 Notes: Soil sample analyzed for: Target Compound List (TCL) VOCs (EPA 8260), TCL SVOCs (EPA 8270), PCBs (EPA 8082), Pesticides (EPA 8081), and TAL Metals (EPA 6000/7000 Series) 34 Drilling Method: Drilling Sampling Method: Driller: W eather:40°F, Sunny Logged By:T. McClintock, AKRF D e p t h (f e e t ) R e c o v e r y (I n c h e s ) O d o r M o i s t u r e P I D N A P L Soil Samples Collected for Laboratory Analysis 1 Top 6": ASPHALT and fine GRAVEL.ND DRY ND ND 2 3 4 Bottom 20": Brown/Gray SAND, little Silt, fine Gravel.ND DRY ND ND 5 6 Top 6": Fine GRAVEL, some Brown Sand.ND DRY ND ND SB-7 (5-7) 7 at 10:50 8 9 Bottom 49": Brown/Gray SAND, some Silt, little fine Gravel.ND DRY ND ND 10 11 Top 21": Brown/Gray SAND, some Silt, fine Gravel.ND MOIST ND ND 10'-12' 12 Next 6": Fine GRAVEL.ND DRY ND ND 13 14 Bottom 13": Brown SAND, little Silt, fine Gravel.ND DRY ND ND 15 16 Top 12": Brown SAND, little Silt, fine Gravel.ND DRY ND ND 17 Next 6": Fine GRAVEL. ND DRY ND ND 18 19 Bottom 37": Brown/Red/Black SAND, some fine Gravel, trace Silt.ND DRY ND ND 20 Groundwater not encountered during soil boring installation. End of soil boring at 20 feet below grade. SOIL BORING LOG 900 King Street Soil Boring ID:SB-7AKRF Project Number: 170073 Sheet 1 of 1 Geoprobe DPP 5' Macrocores Start Time: 10:10 Finish Time: 10:50Craig Test Boring 440 Park Avenue South, 7th Floor Date: 11/17/2017New York, NY 10016 PID = photoionization detector NAPL = non-aqueous phase liquid ND = not detected Soil classifications and descriptions presented are based on the Modified Burmister Classification System. Descriptions were developed for environmental purposes only. Surface Condition: Asphalt 26 55 40 55 Notes: Soil sample analyzed for: Target Compound List (TCL) VOCs (EPA 8260), TCL SVOCs (EPA 8270), PCBs (EPA 8082), Pesticides (EPA 8081), and TAL Metals (EPA 6000/7000 Series) Drilling Method: Drilling Sampling Method: Driller: W eather:40°F, Sunny Logged By:T. McClintock, AKRF D e p t h (f e e t ) R e c o v e r y (I n c h e s ) O d o r M o i s t u r e P I D N A P L Soil Samples Collected for Laboratory Analysis Top 8": CONCRETE (slab 8" thick).ND DRY ND ND SB-8 (1-2.5) 1 at 09:45 Next 4": Gray SAND, some Silt, fine Gravel.ND DRY ND ND 2 Bottom 18": Brown SAND, some Silt, fine Gravel.ND DRY ND ND 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 Groundwater not encountered during soil boring installation. End of soil boring at 30 inches below grade due to hand auger refusal on apparent cobbles. SOIL BORING LOG 900 King Street Soil Boring ID:SB-8AKRF Project Number: 170073 Sheet 1 of 1 Hand Auger Hand Auger Start Time: 08:30 Finish Time: 09:45Craig Test Boring 440 Park Avenue South, 7th Floor Date: 11/17/2017New York, NY 10016 PID = photoionization detector NAPL = non-aqueous phase liquid ND = not detected Soil classifications and descriptions presented are based on the Modified Burmister Classification System. Descriptions were developed for environmental purposes only. Surface Condition: Concrete Notes: Soil sample analyzed for: Target Compound List (TCL) VOCs (EPA 8260), TCL SVOCs (EPA 8270), PCBs (EPA 8082), Pesticides (EPA 8081), and TAL Metals (EPA 6000/7000 Series) 30 Driller: W eather:35°F, Partly Cloudy Logged by:T. McClintock, AKRF D e p t h (f e e t ) R e c o v e r y (I n c h e s ) O d o r M o i s t u r e P I D N A P L Soil Samples Collected for Laboratory Analysis Locking Flush Mount 1 Top 4": ASPHALT and fine GRAVEL.ND DRY ND ND 2 Bentonite Seal: 0.5' - 5'Next 6": White SAND and fine GRAVEL.ND DRY ND ND 3 Next 14": Brown/gray SAND, some Silt, ND DRY ND ND little fine Gravel. 4 2" Diameter PVC well riser: 0.5' - 7' Bottom 6": Fine Gravel, some white Sand, ND DRY ND ND 5 trace Silt. 6 Top 14": Brown SAND, some Silt, little ND DRY ND ND Gravel. 7 Next 12": Brown SAND, some silt, trace ND DRY ND ND 8 Gravel. 9 Morie #1 Sand Filter Pack: 5' - 17'Bottom 10": Brown/Red/Black SAND, some ND DRY ND ND 10 Gravel, trace Silt. 11 12 2" Diameter, 0.01 Slot PVC well Bown/Red/Black SAND, some Gravel, ND DRY ND ND 13 Screen: 7' - 17'trace Silt. 14 15 Top 4": Fine GRAVEL, little brown Sand, ND DRY ND ND 16 trace Silt. Bottom 16": Brown/gray SAND, some silt,ND MOIST ND ND 17 fine Gravel.15.5'-17' 18 19 20 Notes:Soil samples analyzed for: Target Compound List (TCL) VOCs (EPA 8260), TCL SVOCs (EPA 8270), Groundwater sampling/analysis not conducted. PCBs (EPA 8082), Pesticides (EPA 8081), and TAL Metals (EPA 6000/7000 Series) Groundwater monitoring well installed to 17 feet below grade.End of soil boring at 17 feet below grade due to DPP refusal on apparent cobbles. Soil classifications and descriptions presented are based on the Modified Burmister Classification System. Descriptions were developed for environmental purposes only. PID = photoionization detector NAPL = non-aqueous phase liquid ND = not detected 30 36 Groundwater measured at 1.2 feet below grade. 42 Groundwater Depth Indicator Groundwater encountered at approximately 1.2 feet below grade in monitoring well OW-2X. 20 Soil Boring Log Soil Boring ID:SB-9OW -2X Groundwater Monitoring Well ID: Sheet 1 of 1 Date: 11/20/2017 Well Construction Surface Condition: Geoprobe DPP 5' Macrocores Sampling Method: 440 Park Avenue South, 7th Floor New York, NY 10016 Craig Test Boring SOIL BORING AND WELL INSTALLATION LOG 900 King Street AKRF Project Number: 170073 Drilling Method: Finish Time: 09:00Start Time: 08:15 Drilling We l l S a m p l i n g L o g Jo b N o : 17 0 0 7 3 Cl i e n t : 90 0 K i n g S t . O w n e r s L L C We l l N o : Pr o j e c t L o c a t i o n : 90 0 K i n g S t . , R y e B r o o k , N Y Sa m p l e d B y : T. M c C l i n t o c k , A K R F Da t e : 11 / 2 1 / 2 0 1 7 Sa m p l i n g T i m e : 12 : 2 0 PI D a t s u r f a c e : ND To t a l D e p t h : 18 . 7 3 f t . b e l o w t o p o f c a s i n g Wa t e r C o l u m n ( W C ) : 1 5 fe e t *= 0 . 1 6 3 * W C f o r 2 " w e l l s De p t h t o W a t e r : 3. 7 3 f t . b e l o w t o p o f c a s i n g We l l V o l u m e * : 2. 4 5 g a l l o n s *= 0 . 6 5 3 * W C f o r 4 " w e l l s De p t h t o P r o d u c t : ND f t . b e l o w t o p o f c a s i n g Vo l u m e P u r g e d : 1g a l l o n *= 1 . 4 6 9 * W C f o r 6 " w e l l s De p t h t o t o p o f s c r e e n : 10 f t . b e l o w t o p o f c a s i n g We l l D i a m . : 2i n c h e s De p t h t o b o t t o m o f s c r e e n : 20 f t . b e l o w t o p o f c a s i n g Pu r g i n g D e v i c e ( p u m p t y p e ) : Ap p r o x . P u m p I n t a k e : 14 f t . b e l o w t o p o f c a s i n g De p t h t o W a t e r Pu r g e R a t e Te m p Co n d u c t i v i t y DO OR P Tu r b i d i t y (F t . ) (m l / m i n ) (o C) (m S / c m ) (m g / L ) (m V ) (N T U ) 11 : 5 0 4. 1 1 10 0 13 . 8 0. 4 8 8 10 . 3 2 8. 8 1 16 5 . 7 8. 6 11 : 5 5 4. 2 3 10 0 13 . 7 0. 4 8 5 10 . 2 6 8. 7 9 17 4 . 9 10 . 5 12 : 0 0 4. 3 1 10 0 13 . 6 0. 4 8 6 10 . 2 5 8. 7 7 18 5 . 2 9. 1 12 : 0 5 4. 2 9 10 0 13 . 6 0. 4 8 7 10 . 2 3 8. 7 6 19 0 . 4 9. 1 12 : 1 0 4. 2 5 10 0 13 . 8 0. 4 8 9 10 . 2 1 8. 7 5 19 3 . 8 10 . 3 12 : 1 5 4. 3 2 10 0 13 . 6 0. 4 8 7 10 . 2 1 8. 7 5 19 4 . 5 10 . 6 12 : 3 0 4. 1 5 10 0 14 . 3 0. 4 9 7 10 . 3 1 8. 7 2 20 8 . 6 8. 4 +/ - 3 m S / c m +/ - 0 . 3 m g / L +/ - 0 . 1 p H u n i t s +/ - 1 0 m V <5 0 N T U Co m m e n t s (p r o b l e m s , o d o r , s h e e n ) Gr o u n d w a t e r s a m p l e s a n a l y z e d f o r : T a r g e t C o m p o u n d L i s t ( T C L ) V O C s ( E P A 8 2 6 0 ) a n d T C L S V O C s ( E P A 8 2 7 0 ) PI D = p h o t o i o n i z a t i o n d e t e c t o r N D = n o n - d e t e c t D O = d i s s o l v e d o x y g e n O R P = o x i d a t i o n - r e d u c t i o n p o t e n t i a l No o d o r o r s h e e n St a b i l i z a t i o n C r i t e r i a : If w a t e r q u a l i t y p a r a m e t e r s d o n o t s t a b i l i z e an d / o r t u r b i d i t y i s g r e a t e r t h a n 5 0 N T U wit h i n t w o h o u r s , d i s c o n t i n u e p u r g i n g a n d co l l e c t s a m p l e . OW - 1 Ta r g e t m a x i m u m fl o w r a t e i s 10 0 m l / m i n Ge o p u m p P e r i s t a l t i c P u m p Ti m e pH Pa g e 1 o f 3 We l l S a m p l i n g L o g Jo b N o : 17 0 0 7 3 Cl i e n t : 90 0 K i n g S t . O w n e r s L L C We l l N o : Pr o j e c t L o c a t i o n : 90 0 K i n g S t . , R y e B r o o k , N Y Sa m p l e d B y : T. M c C l i n t o c k , A K R F Da t e : 11 / 2 1 / 2 0 1 7 Sa m p l i n g T i m e : 11 : 0 5 PI D a t s u r f a c e : ND To t a l D e p t h : 21 . 9 4 f t . b e l o w t o p o f c a s i n g Wa t e r C o l u m n ( W C ) : 2 0 . 8 fe e t *= 0 . 1 6 3 * W C f o r 2 " w e l l s De p t h t o W a t e r : 1. 1 4 f t . b e l o w t o p o f c a s i n g We l l V o l u m e * : 3. 3 9 g a l l o n s *= 0 . 6 5 3 * W C f o r 4 " w e l l s De p t h t o P r o d u c t : ND f t . b e l o w t o p o f c a s i n g Vo l u m e P u r g e d : 4g a l l o n s *= 1 . 4 6 9 * W C f o r 6 " w e l l s De p t h t o t o p o f s c r e e n : 10 f t . b e l o w t o p o f c a s i n g We l l D i a m . : 2i n c h e s De p t h t o b o t t o m o f s c r e e n : 20 f t . b e l o w t o p o f c a s i n g Pu r g i n g D e v i c e ( p u m p t y p e ) : Ap p r o x . P u m p I n t a k e : 15 f t . b e l o w t o p o f c a s i n g De p t h t o W a t e r Pu r g e R a t e Te m p Co n d u c t i v i t y DO OR P Tu r b i d i t y (F t . ) (m l / m i n ) (o C) (m S / c m ) (m g / L ) (m V ) (N T U ) 9: 0 0 1. 8 4 10 0 16 . 5 1. 1 5 4 1. 1 2 6. 8 1 22 7 . 1 15 . 5 9: 0 5 1. 8 6 10 0 16 . 0 1. 1 5 7 0. 8 7 6. 9 5 21 9 . 3 85 . 1 9: 1 0 1. 8 6 10 0 17 . 3 1. 1 6 1 0. 7 3 6. 9 6 20 9 . 2 98 . 0 9: 1 5 1. 8 6 10 0 17 . 1 1. 1 6 1 0. 6 7 6. 9 6 20 2 . 1 18 0 . 1 9: 2 0 1. 9 2 10 0 17 . 8 1. 1 5 9 0. 5 8 6. 9 6 18 8 . 0 51 . 0 9: 2 5 1. 9 7 10 0 17 . 9 1. 1 6 0 0. 5 5 6. 9 6 17 9 . 9 38 . 3 9: 3 0 2. 0 6 10 0 17 . 6 1. 1 6 3 0. 5 2 6. 9 6 16 6 . 4 7. 6 9: 3 5 1. 9 9 10 0 17 . 0 1. 1 6 3 0. 4 7 6. 9 6 15 7 . 3 12 . 9 9: 4 0 2. 0 2 10 0 18 . 1 1. 1 6 4 0. 4 3 6. 9 5 14 8 . 2 22 . 2 9: 4 5 2. 0 4 10 0 18 . 1 1. 1 6 3 0. 4 0 6. 9 6 14 4 . 9 37 . 8 9: 5 0 2. 0 5 10 0 18 . 3 1. 1 6 6 0. 3 7 6. 9 6 13 5 . 6 43 . 3 9: 5 5 2. 0 7 10 0 18 . 3 1. 1 6 9 0. 3 6 6. 9 6 13 1 . 8 53 . 9 10 : 0 0 2. 1 0 10 0 18 . 3 1. 1 7 1 0. 3 5 6. 9 7 12 8 . 8 84 . 3 10 : 0 5 2. 0 3 10 0 17 . 7 1. 1 7 0 0. 3 5 6. 9 7 12 8 . 2 11 8 . 5 10 : 1 0 2. 0 0 10 0 17 . 8 1. 1 7 1 0. 3 5 6. 9 6 12 4 . 5 12 7 . 3 +/ - 3 m S / c m +/ - 0 . 3 m g / L +/ - 0 . 1 p H u n i t s +/ - 1 0 m V <5 0 N T U Co m m e n t s (p r o b l e m s , o d o r , s h e e n ) Gr o u n d w a t e r s a m p l e s a n a l y z e d f o r : T a r g e t C o m p o u n d L i s t ( T C L ) V O C s ( E P A 8 2 6 0 ) a n d T C L S V O C s ( E P A 8 2 7 0 ) No o d o r o r s h e e n St a b i l i z a t i o n C r i t e r i a : If w a t e r q u a l i t y p a r a m e t e r s d o n o t s t a b i l i z e an d / o r t u r b i d i t y i s g r e a t e r t h a n 5 0 N T U wit h i n t w o h o u r s , d i s c o n t i n u e p u r g i n g a n d co l l e c t s a m p l e . PI D = p h o t o i o n i z a t i o n d e t e c t o r N D = n o n - d e t e c t D O = d i s s o l v e d o x y g e n O R P = o x i d a t i o n - r e d u c t i o n p o t e n t i a l OW - 2 Ta r g e t m a x i m u m fl o w r a t e i s 10 0 m l / m i n Ge o p u m p P e r i s t a l t i c P u m p Ti m e pH Pa g e 2 o f 3 We l l S a m p l i n g L o g Jo b N o : 17 0 0 7 3 Cl i e n t : 90 0 K i n g S t . O w n e r s L L C We l l N o : Pr o j e c t L o c a t i o n : 90 0 K i n g S t . , R y e B r o o k , N Y Sa m p l e d B y : T. M c C l i n t o c k , A K R F Da t e : 11 / 2 1 / 2 0 1 7 Sa m p l i n g T i m e : 11 : 0 5 PI D a t s u r f a c e : ND To t a l D e p t h : 21 . 9 4 f t . b e l o w t o p o f c a s i n g Wa t e r C o l u m n ( W C ) : 2 0 . 8 fe e t *= 0 . 1 6 3 * W C f o r 2 " w e l l s De p t h t o W a t e r : 1. 1 4 f t . b e l o w t o p o f c a s i n g We l l V o l u m e * : 3. 3 9 g a l l o n s *= 0 . 6 5 3 * W C f o r 4 " w e l l s De p t h t o P r o d u c t : ND f t . b e l o w t o p o f c a s i n g Vo l u m e P u r g e d : 4g a l l o n s *= 1 . 4 6 9 * W C f o r 6 " w e l l s De p t h t o t o p o f s c r e e n : 10 f t . b e l o w t o p o f c a s i n g We l l D i a m . : 2i n c h e s De p t h t o b o t t o m o f s c r e e n : 20 f t . b e l o w t o p o f c a s i n g Pu r g i n g D e v i c e ( p u m p t y p e ) : Ap p r o x . P u m p I n t a k e : 15 f t . b e l o w t o p o f c a s i n g De p t h t o W a t e r Pu r g e R a t e Te m p Co n d u c t i v i t y DO OR P Tu r b i d i t y (F t . ) (m l / m i n ) (o C) (m S / c m ) (m g / L ) (m V ) (N T U ) 10 : 1 5 1. 9 7 10 0 17 . 9 1. 1 7 3 0. 3 3 6. 9 6 12 2 . 0 14 9 . 5 10 : 2 0 1. 9 9 10 0 17 . 9 1. 1 7 5 0. 3 3 6. 9 7 12 1 . 5 14 8 . 8 10 : 2 5 2. 0 1 10 0 18 . 4 1. 1 7 1 0. 3 1 6. 9 6 11 8 . 8 18 9 . 6 10 : 3 0 2. 0 5 10 0 18 . 3 1. 1 7 3 0. 3 1 6. 9 6 11 8 . 0 12 1 . 4 10 : 3 5 2. 0 6 10 0 18 . 3 1. 1 7 4 0. 3 0 6. 9 6 11 8 . 1 16 7 . 1 10 : 4 0 2. 0 6 10 0 18 . 2 1. 1 7 5 0. 2 9 6. 9 6 11 4 . 6 18 8 . 1 10 : 4 5 2. 0 7 10 0 18 . 3 1. 1 6 8 0. 2 8 6. 9 6 11 3 . 0 19 6 . 4 10 : 5 0 1. 9 8 10 0 17 . 9 1. 1 6 8 0. 2 8 6. 9 7 11 5 . 2 22 2 . 5 10 : 5 5 1. 9 9 10 0 18 . 1 1. 1 6 6 0. 2 7 6. 9 6 11 4 . 7 23 9 . 1 11 : 0 0 1. 9 5 10 0 18 . 1 1. 1 6 9 0. 2 6 6. 9 7 11 4 . 0 24 9 . 6 11 : 1 5 1. 9 8 10 0 18 . 1 1. 1 7 6 0. 4 7 6. 9 4 11 8 . 4 67 . 3 +/ - 3 m S / c m +/ - 0 . 3 m g / L +/ - 0 . 1 p H u n i t s +/ - 1 0 m V <5 0 N T U Co m m e n t s (p r o b l e m s , o d o r , s h e e n ) Gr o u n d w a t e r s a m p l e s a n a l y z e d f o r : T a r g e t C o m p o u n d L i s t ( T C L ) V O C s ( E P A 8 2 6 0 ) a n d T C L S V O C s ( E P A 8 2 7 0 ) No o d o r o r s h e e n St a b i l i z a t i o n C r i t e r i a : If w a t e r q u a l i t y p a r a m e t e r s d o n o t s t a b i l i z e an d / o r t u r b i d i t y i s g r e a t e r t h a n 5 0 N T U wit h i n t w o h o u r s , d i s c o n t i n u e p u r g i n g a n d co l l e c t s a m p l e . PI D = p h o t o i o n i z a t i o n d e t e c t o r N D = n o n - d e t e c t D O = d i s s o l v e d o x y g e n O R P = o x i d a t i o n - r e d u c t i o n p o t e n t i a l OW - 2 Ta r g e t m a x i m u m fl o w r a t e i s 10 0 m l / m i n Pe r i s t a l t i c Ti m e pH Pa g e 3 o f 3 So i l V a p o r S a m p l e L o g Po i n t I n s t a l l e d B y : In s t a l l a t i o n M e t h o d : Sa m p l e d B y : We a t h e r : 36 In c h e s To t a l T i m e o f P u r g e : 2. 9 5 In 3 Pu r g e V o l u m e : Pu r g e d V a p o r P I D : 1. 8 pp m 0. 2 L/ m i n He l i u m C o n c e n t r a t i o n : 0 % SU M M A ® C a n i s t e r I D : So i l V a p o r S a m p l e I D : Ba c k g r o u n d P I D So i l v a p o r s a m p l e S V - 1 co l l e c t e d i n a 6 - L S U M M A ® c a n i s t e r u s i n g a 1 - h o u r f l o w c o n t r o l l e r . ND = n o n - d e t e c t p p m = p a r t s p e r m i l l i o n L / m i n = L i t e r s p e r m i n u t e *P u r g e f l o w r a t e n o t t o e x c e e d 0 . 2 L / m i n . Va c u u m ( i n / H g ) No t e s 14 m i n u t e s So i l V a p o r P o i n t I D : No t e s : ND -1 6 . 5 -6 . 0 Ge o p r o b e D P P Gi l A i r P l u s Ti m e Ha l f w a y : Ti m e St o p p e d : Ti m e St a r t e d : 13 : 5 8 Pu r g i n g P u m p : 2 L Tu b i n g V o l u m e : 14 : 5 5 AK R F P r o j e c t N o : Pr o j e c t L o c a t i o n : Cl i e n t : Va p o r P o i n t D e p t h : N/ A T. M c C l i n t o c k 40 ° F , C l e a r 39 9 9 43 3 5 SV - 1 SV - 1 Sa m p l e I d e n t i f i c a t i o n Fl o w C o n t r o l l e r I D : N/ A ND Ti m e 14 : 2 9 -3 0 . 0 Sa m p l e C o l l e c t i o n Pu m p F l o w R a t e * : Da t e : ND N/ A Cr a i g T e s t B o r i n g 17 0 0 7 3 90 0 K i n g S t . , R y e B r o o k , N Y 90 0 K i n g S t . O w n e r s L L C 11 / 2 0 / 2 0 1 7 Sa m p l e S e t u p Pa g e 1 o f 4 So i l V a p o r S a m p l e L o g Po i n t I n s t a l l e d B y : In s t a l l a t i o n M e t h o d : Sa m p l e d B y : We a t h e r : 36 In c h e s To t a l T i m e o f P u r g e : 2. 9 5 In 3 Pu r g e V o l u m e : Pu r g e d V a p o r P I D : 1. 7 pp m 0. 2 L/ m i n He l i u m C o n c e n t r a t i o n : 0 % SU M M A ® C a n i s t e r I D : So i l V a p o r S a m p l e I D : Ba c k g r o u n d P I D So i l v a p o r s a m p l e S V - 2 co l l e c t e d i n a 6 - L S U M M A ® c a n i s t e r u s i n g a 1 - h o u r f l o w c o n t r o l l e r . No t e s : *P u r g e f l o w r a t e n o t t o e x c e e d 0 . 2 L / m i n . ND = n o n - d e t e c t p p m = p a r t s p e r m i l l i o n L / m i n = L i t e r s p e r m i n u t e Ti m e Ha l f w a y : 13 : 1 3 -1 5 . 5 ND N/ A Ti m e St o p p e d : 13 : 3 4 -6 . 0 ND N/ A Sa m p l e C o l l e c t i o n Ti m e Va c u u m ( i n / H g ) No t e s Ti m e St a r t e d : 12 : 4 4 -2 9 . 5 ND N/ A Pu m p F l o w R a t e * : Sa m p l e I d e n t i f i c a t i o n So i l V a p o r P o i n t I D : SV - 2 48 0 3 Fl o w C o n t r o l l e r I D : 41 8 8 SV - 2 Sa m p l e S e t u p Va p o r P o i n t D e p t h : 13 m i n u t e s Tu b i n g V o l u m e : 2 L Pu r g i n g P u m p : Gi l A i r P l u s Cl i e n t : 90 0 K i n g S t . O w n e r s L L C T. M c C l i n t o c k Da t e : 11 / 2 0 / 2 0 1 7 40 ° F , C l e a r AK R F P r o j e c t N o : 17 0 0 7 3 Cr a i g T e s t B o r i n g Pr o j e c t L o c a t i o n : 90 0 K i n g S t . , R y e B r o o k , N Y Ge o p r o b e D P P Pa g e 2 o f 4 So i l V a p o r S a m p l e L o g Po i n t I n s t a l l e d B y : In s t a l l a t i o n M e t h o d : Sa m p l e d B y : We a t h e r : 36 In c h e s To t a l T i m e o f P u r g e : 2. 9 5 In 3 Pu r g e V o l u m e : Pu r g e d V a p o r P I D : 1. 4 pp m 0. 2 L/ m i n He l i u m C o n c e n t r a t i o n : 0 % SU M M A ® C a n i s t e r I D : So i l V a p o r S a m p l e I D : Ba c k g r o u n d P I D So i l v a p o r s a m p l e S V - 3 co l l e c t e d i n a 6 - L S U M M A ® c a n i s t e r u s i n g a 1 - h o u r f l o w c o n t r o l l e r . No t e s : *P u r g e f l o w r a t e n o t t o e x c e e d 0 . 2 L / m i n . ND = n o n - d e t e c t p p m = p a r t s p e r m i l l i o n L / m i n = L i t e r s p e r m i n u t e Ti m e Ha l f w a y : 12 : 5 2 -1 7 . 5 ND N/ A Ti m e St o p p e d : 13 : 1 8 -5 . 0 ND N/ A Sa m p l e C o l l e c t i o n Ti m e Va c u u m ( i n / H g ) No t e s Ti m e St a r t e d : 12 : 1 6 -3 0 . 0 ND N/ A Pu m p F l o w R a t e * : Sa m p l e I d e n t i f i c a t i o n So i l V a p o r P o i n t I D : SV - 3 30 1 0 Fl o w C o n t r o l l e r I D : 39 9 3 SV - 3 Sa m p l e S e t u p Va p o r P o i n t D e p t h : 15 m i n u t e s Tu b i n g V o l u m e : 2 L Pu r g i n g P u m p : Gi l A i r P l u s Cl i e n t : 90 0 K i n g S t . O w n e r s L L C T. M c C l i n t o c k Da t e : 11 / 2 0 / 2 0 1 7 40 ° F , C l e a r AK R F P r o j e c t N o : 17 0 0 7 3 Cr a i g T e s t B o r i n g Pr o j e c t L o c a t i o n : 90 0 K i n g S t . , R y e B r o o k , N Y Ge o p r o b e D P P Pa g e 3 o f 4 Am b i e n t A i r S a m p l e L o g Cl i e n t : Sa m p l e d B y : We a t h e r : SU M M A ® C a n i s t e r I D : Am b i e n t A i r S a m p l e I D : Ba c k g r o u n d P I D Am b i e n t a i r s a m p l e A A - 1 c o l l e c t e d i n a 6 - L S U M M A ® c a n i s t e r u s i n g a 8 - h o u r f l o w c o n t r o l l e r . Ti m e St o p p e d : 14 : 5 1 -6 . 0 0 ND Ve h i c l e No t e s : ND = n o n - d e t e c t p p m = p a r t s p e r m i l l i o n L / m i n = L i t e r s p e r m i n u t e Ti m e Ha l f w a y : 14 : 3 1 -1 5 . 0 0 ND Ve h i c l e Ti m e : 14 : 4 6 -9 . 0 0 ND Ve h i c l e Ti m e St a r t e d : 13 : 5 3 -3 0 . 0 0 ND Ve h i c l e Ti m e : 14 : 2 3 -1 8 . 0 0 ND Ve h i c l e Fl o w C o n t r o l l e r I D : 52 0 1 AA - 1 Sa m p l e C o l l e c t i o n Ti m e Va c u u m ( i n / H g ) Po t e n t i a l V O C S o u r c e s / N o t e s Da t e : 11 / 2 0 / 2 0 1 7 40 ° F , C l e a r Sa m p l e S e t u p Sa m p l e I d e n t i f i c a t i o n On - S i t e L o c a t i o n : Ou t s i d e M a i n E n t r a n c e t o B u i l d i n g 25 3 7 AK R F P r o j e c t N o : 17 0 0 7 3 90 0 K i n g S t . O w n e r s L L C Pr o j e c t L o c a t i o n : 90 0 K i n g S t . R y e B r o o k , N Y T. M c C l i n t o c k Pa g e 4 o f 4 ANALYTICAL REPORT Job Number: 460-145401-1 Job Description: 900 King Street; #170073 For: AKRF Inc 34 South Broadway Suite 314 White Plains, NY 10601 Attention: Mr. Bryan Zieroff _____________________________________________ Approved for release. Thomas A Chupela Project Management Assistant I 11/29/2017 2:00 PM Designee for Melissa Haas, Project Manager I 777 New Durham Road, Edison, NJ, 08817 (203)944-1310 melissa.haas@testamericainc.com 11/29/2017 The test results in this report meet all NELAP requirements unless specified within the case narrative. Pursuant to NELAP, this report may not be reproduced, except in full, without the written approval of the laboratory. All questions regarding this report should be directed to the TestAmerica Edison Project Manager. TestAmerica Edison Certifications and Approvals: Connecticut: CTDOH #PH-0200, New Jersey: NJDEP (NELAP) #12028, New York: NYDOH (NELAP) #11452, NYDOH (ELAP) #11452, Pennsylvania: PADEP (NELAP) 68-00522 and Rhode Island: RIDOH LAO00132 TestAmerica Laboratories, Inc. TestAmerica Edison 777 New Durham Road, Edison, NJ 08817 Tel (732) 549-3900 Fax (732) 549-3679 www.testamericainc.com Page 1 of 194 Page 2 of 194 Page 3 of 194 Page 4 of 194 Page 5 of 194 Page 6 of 194 Page 7 of 194 Page 8 of 194 Page 9 of 194 Page 10 of 194 Page 11 of 194 Page 12 of 194 Page 13 of 194 Page 14 of 194 Page 15 of 194 Page 16 of 194 Page 17 of 194 Page 18 of 194 Page 19 of 194 Page 20 of 194 Page 21 of 194 Page 22 of 194 Page 23 of 194 Page 24 of 194 Page 25 of 194 Page 26 of 194 Page 27 of 194 Page 28 of 194 Page 29 of 194 Page 30 of 194 Page 31 of 194 Page 32 of 194 Page 33 of 194 Page 34 of 194 Page 35 of 194 Page 36 of 194 Page 37 of 194 Page 38 of 194 Page 39 of 194 Page 40 of 194 Page 41 of 194 Page 42 of 194 Page 43 of 194 Page 44 of 194 Page 45 of 194 Page 46 of 194 Page 47 of 194 Page 48 of 194 Page 49 of 194 Page 50 of 194 Page 51 of 194 Page 52 of 194 Page 53 of 194 Page 54 of 194 Page 55 of 194 Page 56 of 194 Page 57 of 194 Page 58 of 194 Page 59 of 194 Page 60 of 194 Page 61 of 194 Page 62 of 194 Page 63 of 194 Page 64 of 194 Page 65 of 194 Page 66 of 194 Page 67 of 194 Page 68 of 194 Page 69 of 194 Page 70 of 194 Page 71 of 194 Page 72 of 194 Page 73 of 194 Page 74 of 194 Page 75 of 194 Page 76 of 194 Page 77 of 194 Page 78 of 194 Page 79 of 194 Page 80 of 194 Page 81 of 194 Page 82 of 194 Page 83 of 194 Page 84 of 194 Page 85 of 194 Page 86 of 194 Page 87 of 194 Page 88 of 194 Page 89 of 194 Page 90 of 194 Page 91 of 194 Page 92 of 194 Page 93 of 194 Page 94 of 194 Page 95 of 194 Page 96 of 194 Page 97 of 194 Page 98 of 194 Page 99 of 194