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Drainage Reports - 05/13/2005 (2)
411 r ~ 1 r..F. , r 1 }r . . . . . . . . . . . . . a t I 1 1 1 n 1 1 I 1 Addendum No. 2 Project Development Plan Drainage and Erosion Control Study for Lind Property Stantec Filing 1 Final Approved Report April 15, 2005 Date S" Dr— Stantec Consulting, Inc. 209 S. Meldrum Fort Collins, CO 80521 Phone: 970-482-5922 Fax: 970-482-6368 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Addendum No. 2 Project Development Plan Drainage and Erosion Control Study for the Lind Property Filing 1 Fort Collins, Colorado April 15, 2005 11 ' Stantec Consulting Inc 209 South Meldrum Street ' Fort Collins CO 80521-2603 Tel: (970) 482-5922 Fax: (970) 482-6368 stawK.Com ' 5ta11teC Mr. Basil.Hamden ' City of Fort Collins Water Utilities--Stormwater ' 700 Wood Street Fort Collins, Colorado 80521 April 1 RE: Addendum No. 2 Project Development Plan Drainage and Erosion Control Study for Lind Property, Filing 1 ' Dear Basil: ' In looking at the grading plans it became clear that final grading had changed and the drainage basin boundaries had not, especially in the area between Brightwater Drive and Mainsail Drive east of Sternwheeler Drive. This results in less storm flow to Storm Sewer B and more to ' Storm Sewer A. There are 3 lines that needed to be up sized which are being changed by revision. ' We appreciate your time and consideration in reviewing this submittal. Please call if you have any questions. ' Respectfully, Sear -Brown ' Prepared by: 1 Jim Allen -Morley, P.E. ' Senior Project Manager 11 1 ADDENDUM No.2 1 PROJECT DEVELOPMENT PLAN DRAINAGE AND EROSION CONTROL STUDY FOR LIND PROPERTY 1 FILING I FORT COLLINS, COLORADO ' The purpose of this addendum it to adjust the hydrology and hydraulic calculation for revised hydrology basins. The basins changed due to closer examination of the fine grading that 1 showed that the basins had been drawn in the wrong locations ' The hydrology basins that have been modified are 1,2,7,12,19,17,23,27,22 and 26. Only the area has changed for these basins, the outlet points and drainage direction and number of basins remain the same. These changes are now reflected in the hydrology calculations and 1 hydraulic Calculation. These calculations are attached in full with the changes asterisked. The result of these calculations is that about 10 cfs less outlets out of storm sewer drain "B" 1 and about 10 cfs more outlets out of storm drairi line "A". Three storm drain laterals need to be upsized in order to keep the hydraulic grade line to less than 0.5' above the flowline elevation. These are at design points 18, 20 and 14. 1 The conclusion is that the minor adjustments to the basin boundaries have resulted in minor 1 changes to the overall storm drain system. Inlet sizes, street capacities are still able to meet the design. requirements. Revisions to the storm laterals are submitted with this addendum. 1 1 1 1 1 1 3 RATIONAL FLOW CALCULATIONS ' 4 1 1 1 1 1 1 a] li Rational Method 100 Year Design Storm Proposed Flows for Lind Property Filing 1 Detention Pond: 614-003 1bd'-r2-�A9W/*'- Routing Flow Time (tJ Runoff ipe Direct Otn6r- Total Unginal Design Point Basins Length Type Slope Velocity Travel Travel to C C'Ct Intensity Area Runoff Runoff Runoff Runoff Difference Location (min) (ft) (a) (%) (ft/s) (min) (min) (min) (in/hr) (ac) (cfs) (cfs) (cfs) (cfs) (cfs) 1 1 6.2 -- - - - 0.0 0.0 6.18 0.65 0.81 9.29 0.58 4.37 0.00 4.37 8.89 4.52 2 2 14.4 - 0.0 0.0 14.36 0.40 0.50 6.64 1.15 3.79 0.00 3.79 2.51 -1.29 3 3 5.8 - - -- -- 0.0 0.0 5.77 0.65 0.81 9.51 0.37 2.85 0.00 2.85 2.85 0.00 4 4 6.8 -- 0.0 0.0 6.78 0.50 0.62 8.99 0.45 2.50 0.00 2.50 2.50 0.00 5 5 5.1 -- - -- 0.0 0.0 5.14 0.65 0.81 9.87 0.25 2.00 0.00 2.00 2.00 0.00 6 6 .7.4 - 0.0 0.0 7.38 0.65 0.81 8.71 2.68 18.94 0.00 18.94 18.94 0.00 6A 6A 5.0 -- - -- - 0.0 0.0 5.00 0.67 0.84 9.95 0.17 1.42 0.00 1.42 1.42 0.00 7 7 6.1 -- 0.0 0.0 6.13 0.65 0.81 9.32 1.15 8.69 0.00 8.69 16.56 7.86 8 8 8.5 - -- - -- 0.0 0.0 8.50 0.65 0.81 8.25 2.37 15.86 0.00 15.86 15.86 0.00 9 9 5.7 - 0.0 0.0 5.73- 0.73 0.91 9.53 1.40 12.11 0.00 12.11 12.11 0.00 10 10 5.0 -- - -- -- 0.0 0.0 5.00 0.70 0.87 9.95 0.78 6.77 0.00 6.77 6.77 0.00 11 11 5.0 - 0.0 0.0 5.00 0.67 0.84 9.95 0.32 2.67 0.00 2.67 2.67 0.00 12 12 5.3 - -- - -- 0.0 0.0 5.31 0.67 0.84 9.77 1.98 16.20 0.00 16.20 7.69 -8.51 13 13 5.0 - 0.0 0.0 5.00 0.67 0.84 9.95 0.41 3.42 0.00 3.42 3.42 0.00 14 14 5.0 - -- -- - 0.0 0.0 5.00 0.75 0.93 9.95 0.24 2.23 0.00 2.23 2.23 0.00 15 15 8.8 -- 0.0 0.0 8.77 0.57 0.71 8.14 2.32 13.35 0.00 13.35 13.35 0.00 16 16 5.0 -- - -- - 0.0 0.0 5.00 0.67 0.84 9.95 0.31 2.58 0.00 2.58 2.58 0.00 17 17 6.1 - 0.0 0.0 6.08 0.67 0.84 9.34 1.75 13.69 0.00 13.69 7.82 -5.87 18 18 5.1 - - -- - 0.0 0.0 5.07 0.67 0.84 9.91 0.95 7.89 0.00 7.89 7.89 0.00 19 19 6.5 - 0.0 0.0 6.49 0.65 0.81 9.13 2.55 18.89 0.00 18.89 14.89 -4.00 20 20 6.4 - - - -- 0.0 0.0 6.44 0.65 0.81 9.16 1.40 10.40 0.00 10.40 10.40 0.00 21 21 6.1 - 0.0 0.0 6.05 0.65 0.81 9.36 0.94 7.14 0.00 7.14 7.14 0.00 22 22 5.0 - - -- - 0.0 0.0 5.00 0.70 0.87 9.95 1.07 9.29 0.00 9.29 8.51 -0.78 23 23 - 7.1 -- 0.0 0.0 7.10 0.70 0.87 8.84 2.89 22.29 0.00 22.29 19.90 -2.39 24 24 5.0 - -- - -- 0.0 0.0 5.02 0.73 0.91 9.94 0.53 4.78 0.00 4.78 4.78 0.00 25 25 8.2 - 0.0 0.0 8.20 0.45 0.56 8.36 2.23 10.40 0.00 10.40 10.40 0.00 26 26 5.0 - -- - - 0.0 0.0 5.00 0.73 0.91 9.95 0.25 2.26 0.00 2.26 3.16 0.90 27 27 5.0 -- 0.0 0.0 5.00 0.73 0.91 9.95 0.57 5.15 0.00 5.15 8.04 2.89 28 28 5.0 - -- -- - 0.0 0.0 5.00 0.73 0.91 9.95 0.68 6.14 0.00 6.14 6.14 0.00 29 29 5.0 -- 0.0 0.0 5.00 0.73 0.91 9.95 0.07 0.63 0.00 0.63 0.63 0.00 30 30 5.0 - - - -- 0.0 0.0 5.00 0.73 0.91 9.95 0.13 1.17 0.00 1.17 1.17 0.00 31 31 5.9 -- 0.0 0.0 5.88 0.70 0.87 9.45 2.08 17.15 0.00 17.15 17.15 0.00 32 32 5.0 - - -- - 0.0 0.0 5.00 0.85 1.00 9.95 0.07 0.70 0.00 0.70 0.70 0.00 33 33 5.0 - 0.0 0.0 5.00 0.85 1.00 9.95 0.18 1.79 0.00 1.79 1.79 0.00 34 34 5.0 - - - - 0.0 0.0 5.00 0.85 1.00 9.95 0.32 3.18 0.00 3.18 3.18 0.00 35 35 5.0 -- 0.0 0.0 5.00 0.85 1.00 9.95 0.11 1.09 0.00 1.09 1.09 0.00 36 36 5.0 -- - -- -- 0.0 0.0 5.00 0.85 1.00 9.95 0.11 1.09 0.00 1.09 1.09 0.00 37 37 6.7 -- 0.0 0.0 6.71 0.85 1.00 9.02 0.62 5.59 0.00 5.59 5.59 0.00 37A 37A 5.5 - -• - - 0.0 0.0 5.53 0.85 1.00 9.64 0.45 4.34 0.00 4.34 4.34 0.00 38 38 5.8 - 0.0 0.0 5.81 0.28 0.35 9.49 4.28 14.11 0.00 14.11 14.11 0.00 39 39 5.5 - - -- - 0.0 0.0 5.53 0.85 1.00 9.64 0.63 6.08 0.00 6.08 6.08 0.00 40 40 5.0 - 0.0 0.0 5.00 0.85 1.00 9.95 0.31 3.08 0.00 3.08 3.08 0.00 41 41 5.0 - -- - -- 0.0 0.0 5.00 0.85 1.00 9.95 0.47 4.68 0.00 4.68 4.68 0.00 42 42 12.8 - 0.0 0.0 12.76 0.35 0.44 6.98 0.86 2.61 0.00 2.61 2.61 0.00 43 43 5.0 - - -- - 0.0 0.0 5.00 0,65 1.00 9.95 0.45 4.48 0.00 4.48 4.48 0.00 44 44 5.0 - 0.0 0.0 5.00 0.85 1.00 9.95 1.41 14.03 0.00 14.03 14.03 0.00 45 45 6.9 - - - -- 0.0 0.0 6.91 0.85 1.00 8.93 0.49 4.37 0.00 4.37 4.37 0.00 46 46 5.0 - - -- - 0.0 0.0 5.00 0.85 1.00 9.95 0.19 1.89 0.00 1.89 1.89 0.00 47 47 5.4 -- 0.0 0.0 5.35 0.85 1.00 9.74 0.37 3.60 0.00 3.60 3.60 0.00 48 48 5.0 - - - -- 0.0 0.0 5.00 0.85 1.00 9.95 0.18 1.79 0.00 1.79 1.79 0.00 49 49 5.0 -- 0.0 0.0 5.00 0.85 1.00 9.96 0.28 2.79 0.00 2.79 2.79 0.00 F1 F1 7.0 - - -- -- 0.0 0.0 0.96 0.70 0.87 8.91 2.65 20.59 0.00 20.59 20.59 0.00 F1A F1A 6.0 - - -- -- 0.0 1.0 5.97 0.70 0.87 9.40 1.48 12.14 0.00 12.14 12.14 0.00 F2 F2 5.1 -- 0.0 0.0 5.06 0.70 0.87 9.92 1.35 11.68 0.00 11.68 11.68 0.00 F3 F3 5.0 - - - -- 0.0 0.0 6.00 0.70 0.87 9.95 1.12 9.72 0.00 9.72 9.72 0.00 F4 F4 5.0 - 0.0 0.0 5.00 0.70 0.87 9.95 1.07 9.29 0.00 9.29 9.29 0.00 F4A F4A 5.0 -- - -- - 0.0 0.0 5.00 0.67 0.84 9.95 0.13 1.08 0.00 1.08 1.08 0.00 F5 F5 5.0 - 0.0 0.0 5.00 0.70 0.87 9.95 0.81 7.03 0.00 7.03 7.03 0.00 F6 F6 5.0 - -- - -- 0.0 0.0 5.00 0.85 1.00 9.95 0.54 5.37 0.00 5.37 5.37 0.00 F7 F7 5.3 - - - - 0.0 0.0 5.29 0.70 0.87 9.78 0.81 6.91 0.00 6.91 6.91 0.00 F8 F8 5.5 - 0.0 0.0 5.53 0.70 0.87 9.64 1.59 13.37 0.00 13.37 13.37 0.00 F8A F8A 6.2 - - -- -- 0.0 0.0 6.20 0.70 0.87 9.28 1.61 13.03 0.00 13.03 13.03 0.00 F9 F9 5.3 -- 0.0 0.0 5.32 0.70 0.87 9.76 1.98 16.86 0.00 16.86 16.86 0.00 F10 F10 7.3 - - - - 0.0 0.0 7.30 0.70 0.87 8.75 2.20 16.80 0.00 16.80 16.80 0.00 F11 F11 5.0 - 0.0 0.0 5.00 0.70 0.87 9.95 1.35 11.72 0.00 11.72 11.72 0.00 F12 F12 7.4 - - - -- 0.0 0.0 7.41 0.70 0.87 8.70 3.56 27.02 0.00 27.02 27.02 0.00 F13 F13 5.6 -- 0.0 0.0 5.64 0.70 0.87 9.58 1.31 10.95 0.00 10.95 10.95 0.00 F14 F14 5.3 - - - -- 0.0 0.0 5.32 0.70 0.87 9.76 1.15 9.80 0.00 9.80 9.80 0.00 F14A F14A 5.0 -- 0.0 0.0 5.00 0.70 0.87 9.95 0.24 2.08 0.00 2.08 2.08 0.00 F15 F15 10.4 - -- - - 0.0 0.0 10.45 0.35 0.44 7.58 1.02 3.36 0.00 3.36 3.36 0.00 F16 F16 10.1 0.0 0.0 10.10 0.35 0.44 7.69 0.88 2.94 0.00 2.94 2.94 0.00 F17 F17 5.0 - - - _- -- 0.0 0.0 5.00 0.70 0.87 9.95 28.42 246.72 0.00 246.72 246.72 0.00 F18 F18 5.0 - 0.0 0.0 5.00 0.70 0.87 9.95 1.62 14.04 0.00 14.04 14.04 0.00 OS1 OS1 16.0 - - - - 0.0 0.0 16.04 0.85 1.00 6.30 1.58 9.96 0.00 9.96 9.96 0.00 OS2 OS2 17.1 - - - -- 0.0 0.0 17.09 0.85 1.00 6.10 1.86 11.35 0.00 11.35 11.35 0.00 OS3 OS3 5.0 - 0.0 0.0 5.00 0.85 1.00 9.95 0.18 1.79 0.00 1.79 1.79 0.00 OS4 OS4 5.4 - - - - 0.0 0.0 5.35 0.85 1.00 9.74 0.36 3.51 0.00 3.51 3.51 0.00 OS5 OS5 10.6 -- 0.0 0.0 10.60 0.85 1.00 7.54 1.13 8.52 0.00 8.52 8.52 0.00 OS6 OS6 6.6 - - - -- 0.0 0.0 6.58 0.85 1.00 9.09 1.02 9.27 0.00 9.27 9.27 0.00 OS7 OS7 5.0 - 0.0 0.0 5.00 0.85 1.00 9.95 0.46 4.58 0.00 4.58 4.58 0.00 OS8 OS8 11.9 - 0.0 0.0 11.90 0.35 0.44 7.18 0.78 2.43 0.00 2.43 2.43 0.00 __..,;.....�.� .-• --.. ..--�... gr,--fin .-..-.-, .»- ru,+. eF"'-.,,, -'--�.. ,.:;.... r <i"_- --.^sue*' x Note: a) Codes the channel type for velocity calculations. PA = Paved, PL = Pasture & Lawns, GW = Grassed Waterway The Sear -Brow Group 5:35 PM 4/2612005 I 1 1 1 i Rational Nl O 100 Year DasfOn Storm Proposed Flows for Lind Property Filing 1 Deterdion Pond: 614-003 '^• \11 ts. e • :.. % r ?P1 r i n .. A Red619 Flow Tina (tJ Roroft pa o Ong p®�pyp desire 6 Lerglh Typa Slope Vebdly Travel ravel Runoff le C C'Ci HerMIY Area RgR Raaff Rimff RoroH Difference (min) (it) (a) (%) (IVe) (mkt) (min) (mn) iii (W) (ds) ids) (ds) (ds) (ds) INE1 F2 F2 5.1 PA 0.0 5.27 0.70 0.87 0.00 11.68 0.00 F1 F2, F1 5.1 45. 445.0 PA 3.0 3.0 3.3 3.3 2.2 2.2 0.0 ].2] 0.70 O.BB 8.76 e.]6 4.00 4.90 30.66 J0.88 0.00 30.68 30.66 3000 000 0.72 0.00 F3 5.0 PA 3.0 3.3 0.0 5.42 0.70 0.87 9.17 0.00 9..8 0.00 F1 Fla. F3 a. 5.0 285.0 85. PA 3.0 3.3 1.4 1.4 0.0 8.42 0.70 0.87 9.1]' 2.60 2.60 20.80 0.8 0.00 0.8 20.80 20.80 0.00 Om 0.00 F1 F1F3 7.3 0.0 PA 3.0 3.3 0.0 0.0 ]1] 0.70 0.87 8.78 6.fi0 50.45 0.00 50.45 50.4.45 0.00 0.00 0.00 INLET 2 - 0.63 000 29 29 5.0 0.0 PA 1.9 0,0 0.0 0.70 0.88 9.09 0.00 0.1 0..1 0.00 F4 29, 150.0 PA 0.7 0] 0.0 6.57 6.57 0.70 0.88 1.27 1.27 0.1 0.00 14.77 10.14 0.00 F5 29, 30, F4, FS , F , 6.6 6.6 460.0 PA 3.0 3.3 3.3 2.3 2.3 0.0 8.81 0.70 0.88 8.11 8.11 2.OB U." 14.71 0.00 11.7] 14.77 0.00 0.m 0.00 INLET J 0.00 5.0 PA 0.0 0.72 9.95 0.00 5.37 5.37 0.00 31 31 6. 5.9 7D. 0 PA 2.9 3.3 3.9 3.1 0.0 8.92 0.72 0.90 0.90 8.04 3.56 3.63 5.8 26.32 0.00 5.8 26.32 26.32 0.00 32 , F , F , 3 . F4A, F6, F7, 31, 32 29.0 20. PA 1.6 1.4 2.4 2.2 0.0 9.06 0.72 0.90 26.69 0.00 0.00 33 F4A, F8, Fl, F8, 31, 32, 33 9.1 9.1 195.0 PA 1./ 2.2 1.5 1.5 0.0 10.51 0.5 0.72 0.90 7.50 Z56 5.40 SAO 3869 0.00 36.69 3fi.fi9 36.69 3800 0.00 0.00 0.00 F9 F9 5.3 0.0 PA 1.0 1.9 0.0 0.0 5.32 0.70 0.87 9.76 1.96 16.86 0.00 16.86 16.86 0.00 34 M. FBA, F9 5.3 60.0 PA 3.0 3.3 0.3 0.0 5.62 0.71 0.89 9.59 3.91 33.29 0.00 33.29 3129 0.00 0.00 0.00 33134 F4A, F8, H. F8, 31. 32, 33 10.5 0.0 PA 1.0 1.9 0.0 0.0 10.51 OJ2 0.89 7.56 9.31 62.94 0.00 62.94 62.94 0.00 34. F84, F9 0.00 0.00 INLET 4 0.00 0.00 39 39 5.5 0.0 PA 1.0 1.9 0.0 0.0 5.53 0.85 1.00 9.04 0.0 6.08 0.00 6.08 6.08 0.00 26 26,39 5.5 220.0 PA 2.6 3.1 1.2 0.0 6.71 0.21 0.25 9.03 0.68 2.05 0.00 2.05 2.87 0.82 27 26. 27, 39 82 580.0 PA 2.6 3.1 3.0 0.0 9.72 0.78 0.97 7.81 1.45 11.01 OM 11.01 13.99 2.98 28 26.27. 28, 39 9.7 220.0 PA 1.4 2.2 1.6 0.0 11.36 0.76 0.95 7.32 2.13 14.64 0.00 14.64 17.0 2.79 000 0.00 INLET 5 0.00 0.00 22 22 5.0 0.0 PA 1.0 1.9 0.0 0.0 5.90 0.70 0.87 9.95 1.07 9.29 0.00 929 8.51 4).76 23 22,23 5.0 540.0 PA 2.0 2.7 3.3 0.0 8.30 0.70 0.87 8.32 3.96 28.76 0.00 28.76 25.86 -2.91 24 2223,24 8.3 310.0 PA 1.0 1.5 16 0.0 11.87 0.70 0.88 7.19 4.49 28.31 0.00 28.31 25.80 .2.51 0.00 0.00 25 25 8.2 0.0 PA 1.0 1.9 0.0 0.0 8.20 0.45 0.56 8.36 2.23 10.40 0.00 10.40 10.40 0.00 0.OD 0.00 2425 22-25 11.9 0.0 PA 1.0 1.9 0.0 0.0 11.87 0.62 0.77 7.19 6.72 37.25 0.00 3725 U.74 -2.51 0.00 0.00 INLET 6 O.OD 0.00 15 15 8.8 0.0 PA 1.0 1.9 0.0 0.0 8.77 0.57 0.71 8.14 2.32 13.35 0.00 13.35 13.35 0.00 15 15.16 8.8 0.0 PA 2.5 3.0 0.0 0.0 8.77 0.58 0.72 8.14 2.63 15.46 0.00 15.46 15.46 0.00 17 15-17 8.8 538.0 PA 3.5 3.6 2.5 0.0 11.26 0.61 0.77 7.35 4.38 24.72 0.00 24.72 20.11 -4.62 18 1518 113 305.0 PA 1.7 25 20 0.0 13.31 0.62 0.78 6.86 5.33 26.52 0.00 28.52 2422 4.31 0.00 0.00 INLET 0.00 0.00 19 19 6.5 0.0 PA 1.0 1.9 0.0 0.0 6.49 0.65 0.81 9.13 2.55 18.89 0.00 18.89 14.89 4.00 20 1920 6.5 375.0 PA 1.5 2.3 2.7 0.0 9.17 0.0 0.61 TIM 3.95 25.63 0.00 25.63 22.13 -3.50 0.00 0.00 21 21 6.1 0.0 PA 1.0 1.9 0.0 0.0 6.05 0.65 0.81 9.36 0.94 7.14 0.00 7.14 7.14 0.00 0.00 0.00 2021 19-21 92 552.0 PA 1.0 1.9 4.8 0.0 13.99 0.65 0.81 6.71 4.89 26.64 0.00 26.64 23.70 .2.94 0.00 0.00 INLET8 0.00 0.00 11 11 5.0 0.0 PA 1.0 1.9 0.0 0.0 500 0.67 0.84 9.95 0.32 2.67 0.00 2.67 2.67 0.00 12 11.12 5.0 55.0 PA 3.0 3.3 0.3 0.0 5.27 0.67 0.64 9.79 2.30 18.86 0.00 18.86 10.33 -8.53 13 11, 12,13 5.3 268.0 PA 2.5 30 1.5 0.0 6]4 0.67 0.64 9.01 2.71 20.45 0.00 20.45 12.60 -7.85 14 11, 12,13,14 6.7 120.0 PA 1.0 1.9 1.0 0.0 7.79 0.68 0.85 8.53 2.95 21.28 0.00 21.28 13.85 -7.43 0.00 0.00 INLET 9 0.00 0.00 8 8 8.5 0.0 PA 1.0 1.9 0.0 0.0 8.50 0.65 0.81 8.25 2.37 15.86 0.00 15.86 15.8fi 000 9 8,9 8.5 1400 PA 1.6 2.4 CO 0.0 9.45 O.fiB 0.65 7.90 3.77 25.23 0.00 25.23 25.23 0.00 0.00 0.00 10 10 5.0 0.0 PA 1.0 1.9 0.0 0.0 5.00 0.70 0.87 9.95 0.78 6,T 0.00 6.77 6.77 0.00 O.OD 0.00 9/10 8.10 9.5 0.0 PA 1.0 1.9 0.0 0.0 9.45 0.68 0.85 7.90 4.55 30.60 0.00 30.60 30.60 0.00 0.00 0.00 INLET 10 0.00 0.00 49 49 5.0 0.0 PA 1.0 1.9 0.0 0.0 5.00 0.85 1.00 9.95 0.28 2.79 O.OD 2.79 2.79 0.00 1 1, 2, 3, 49 0.2 285.0 PA 5.0 4.3 1.1 0.0 7.27 0.55 0.69 8.76 2.38 14.34 0.00 14.34 15.91 2.57 7 1, 2, 3, 7, 49 7.3 250.0 PA 4.8 4.2 1.0 0.0 825 0.44 0.55 6.34 3.0 16.17 0.00 16A7 2121 5.0/ 6 1, 2, 3. 7. 6, 49 8.3 557.0 PA 2.1 2.8 3.3 0.0 11.58 0.53 0.66 726 621 29.87 0.00 29.87 3426 4.39 0.00 0.00 (A 6A 5.0 0.0 PA 1.0 1.9 0.0 0.0 5.00 0.67 0.64 9.95 0.17 1.42 0.00 1.42 1.42 0.90 0.00 0.00 6 1, 2, 3, 7, 6.6A, 49 11.6 0.0 PA 1.0 1.9 0.0 0.0 11.68 0.63 0.67 726 6.38 30.91 0.00 30.91 3529 4.39 0.00 0.00 INLET 11 0.00 0.00 40 40 5.0 0.0 PA 1.0 1.9 0.0 0.0 500 0.85 1.00 9.95 0.31 308 0.00 308 3.06 0.00 43 40,43,4,5 5.0 470.0 PA 3.5 3.6 2.2 0.0 7.16 0.70 0.68 8.81 1.46 11.31 0.00 11.31 11.31 0.00 44 40,43,4,5,37,44 7.2 818.0 PA 3.0 3.3 4.1 0.0 11.24 0.79 0.98 7.36 3.49 25.22 0.00 25.22 25.22 0.00 45 40,43,4,5,37,44,45 11.2 51D.0 PA 0.5 1.3 6.4 0.0 17.60 0.79 0.99 6.01 3.98 23.70 0.00 23.70 23.70 0.00 46 40,4,5,37,43.16 17.6 190.0 PA 0.5 1.3 2.4 0.0 19.97 0.00 0.99 5.60 4.47 24.91 0.00 24.91 24.91 0.00 000 O.OD OS6 058 6.6 0.0 PA 1.0 1.9 0.0 0.0 6.58 0.85 1.00 9.09 1.02 9.27 0.00 9.27 9.27 O.OD 49 OS6,48 6.6 175.0 PA 1.1 2.0 1.5 0.0 8.03 085 1.00 8.43 120 10.12 0.00 10.12 10.12 O.OD 47 OS6.48, 47 8.0 375.0 PA 0.5 13 4.7 0.0 12.71 0.85 1.00 6.99 1.57 10.97 0.00 10.97 10.97 0.00 0.00 0.00 47/46 OS8,4,5,Fl 1.37.40.4348 20.0 0.0 PA 1.0 1.9 0.0 0.0 19.97 0.81 1.00 5.60 6.04 33.85 0.00 33.85 33.85 0.00 0.00 0.00 INLET 12 0.00 0.00 OS3 OS3 5.0 0.0 PA 1.0 1.9 0.0 0.0 5.90 0.85 1.00 9.95 0.18 1.79 0.00 1.79 1.79 ODD OS4 064 5.6 0.0 PA 1.0 1.9 0.0 0.0 5.64 0.85 1.00 9.58 0.36 3.45 0.00 3.45 3.45 0.00 064 OS3-OS4 5.6 0.0 PA 1.0 1.9 0.0 0.0 5.64 0.05 1.00 9.58 0.54 5.17 0.00 5.17 5.17 0.00 OM 0.00 SWrm 0.00 0.00 Routing 0.00 0.00 Het 1 Hel 1 73 0.0 PA 0.5 1.3 0.0 0.0 727 0.70 0.88 8.76 6.60 50.59 000 50.59 50.59 0.00 STMWX Het 1-2 7.3 26.6, PA 1.0 1.9 0.2 0.0 7.51 0.89 1.00 8.66 8.68 75.14 0.00 75A4 75.14 0.00 STMMl 3 Hd41-4 7.5 596.0 PA 1.1 2.0 5.0 OA 12.52 0.95 1.00 7.03 20.12 141.53 0.00 141.53 144.49 2.95 INLET 5 boas 1.5 12.5 333.1 PA 0.9 1.0 3.1 0.0 15.66 0.87 1.00 6.38 26.84 171.28 0.00 171.26 171.41 0.13 STMN-A-5 Hell lb 15.7 24.6 PA 2.1 2A 0.1 0.0 15.a1 0.W 1.OD 6.35 32.17 20433 OM 204.33 199.70 <.64 0.00 0.00 blot Hall 14.0 0.0 PA 1.0 1.9 0.0 0.0 13.99 0.65 0.81 6.71 4.89 26.64 000 26.64 23.70 -2.94 STMHA&l Ha1s 7b 14.0 27.1 PA 0.5 1.3 0.3 0.0 14.33 0.66 0.82 6.65 7.84 42.95 0,DO 42.95 34.25 -8.70 0.00 0.00 STM".7 Nets tb 15.8 486.9 PA 0.9 1.8 4.5 0.0 20.26 0.80 1.00 5.56 40.04 221.55 000 221.55 209.65 .11.80 STMR-].-8 Hels" 20.3 252.0 PA 0.6 L5 2.9 0.0 23.13 0.80 1.00 6.19 40.01 206.61 0.00 206.61 195.51 -11 A9 FES-A-1 triers lb 23.1 107.1 PA 0.4 1.2 1.4 0.0 24.571 O.W1 1.001 5.03 40.01 200,191 000 1200.19 189.44 .10.75 0.00 0.00 Ha110 He110 11.6 0.0 PA 1.0 1.9 6..0 0.0 11.58 0.53 0.67 726 638 30.91 0.00 30.91 35.29 4.39 STMW l Heb9.10 11.6 27.2 PA 2.0 2.7 0.2 0.0 11.75 0.59 0.74 7.22 10.93 58.70 0.00 56.70 63.06 4.38 FESb-1 WIs9-f0 11.8 222.4 PA 0.3 0.9 4.0 0.0 15.71 0.59 0.74 6.37 10.93 51.80 000 51.60 55.64 3.85 0.00 0.00 Ha111 Het 11 20.0 0.0 PA 1.0 1.9 0.0 0.0 19.97 0.8 1.00 5.60 6.0 33.85 0.00 33.65 33.85 0.00 STMR-E-1 Inlets, 11-12 20.0 41.7 PA 0.5 1.3 0.5 0.0 20.49 0.81 1.00 5.53 6.58 35.38 0.00 36.38 36.38 0.00 Intel 12 kids 11-12 205 344.3 PA 0.2 0.8 6.9 0.0 27.36 0.81 1.00 4.75 6.58 31.27 0.00 31.27 31.27 0.00 0.00 o.W Total Flow Hell 1.12 27.4 0.0 PA 1.0 1.9 0.0 0.0 27.36 0.65 0.81 4.75 74.06 285.58 0.00 285.58 281.93 -3.65 To Detention Portl 0.00 0.00 0.00 0.00 Tolal Flow Nets 1-13 27.4 0.0 PA 2.0 2.7 0.0 0.0 27.36 0.63 0J8 4.75 45.59 169.63 0.00 169.63 165.98 -3.85 To Retenlbn POM Nde: s)Codes0edarnel type for velocity ralmftti . PA= Paved, PL = Pastae 8 Laws, GW = Gassed Waterway 7/w s..ao..Orvq SU PM 4/161N4 I 1 1 1 1 1 t 1 0 1 Developed Weighted Runoff Coefficients Proposed Flows for Lind Property Filing I Detention Pond. 614-003 This sheet calculates the composlte'C' values for the Rational Method. 1 0.95 0.25 25.265 0.58 14,401 0.33 57.0 43.0 0,65 2 0,95 0.25 50,094 1A5 10,520 0,24 21.0 79.0 040 3 0,95 0.25 16,117 0.37 9,187 0,21 57.0 43.0 0.65 4 0.95 0.25 19,602 045 6,861 0,16 35.0 65.0 0,50 5 0.95 0.25 10,890 0,25 6,207 0.14 57.0 43.0 0.65 6 0.95 0.25 116,741 2.68 66,542 1.53 57.0 43.0 0,65 6A 0,95 0.25 7,405 OA7 4,443 0,10 60.0 40.0 0.67 7 0.95 0.25. 50,094 1.15 28,554 0,66 57.0 43.0 0.65 8 0.95 0,25 103,237 2.37 56,845 1.35 57.0 43.0 0.65 9 0.95 0,25 60,984 140 41.469 0,95 68.0 32.0 0.73 10 0.95 025 33.977 0,78 21.745 0.50 64.0 36.0 0.70 11 0.95 0,25 13,939 0.32 8.364 0.19 60.0 400 0.67 12 0.95 0,25 86,249 1,98 51.749 1.19 60.0 40.0 0.67 13 0.95 0.25 17,860 041 10,716 0,25 60.0 40.0 0.67 14 095 0.25 10,454 0.24 7,423 OA7 71.0 29.0 0.75 15 00.95 0.25 101,059 2.32 45,477 1,04 45.0 55.0 0.57 16 0.95 0.25 13.504 0.31 8,102 0,19 60.0 40.0 0.67 17 095 0.25 76,230 4.75 45,738 1,05 600 40.0 0.67 18 0.95 025 41,382 0.95 24,829 0,57 600 40.0 0.67 19 0,95 0,25 111,078 2.55 63.314 1,45 57.0 43.0 0.65 20 0.95 0,25 60,984 140 34.761 0.80 57.0 430 0.65 21 0,95 0,25 40,946 0.94. 23.339 0.54 57.0 43.0 0.65 22 0.95 025 46,609 1,07 29,830 0.68. 64.0 36.0 0.70 23 0.95 0,25 125,888 2.89 80,569 1,85 64.0 36.0 0.70 24 0,95 0.25 23,087 053 15.699 0.36 68.0 32.0 0,73 25 0,95 025 97,139 2.23 27.199 0.62 28.0 72.0 045 26 0.95 0,25 10.890 025 7.405 0.17 68.0 32.0 0.73 27 0,95 0.25 24,829 0.57 16,884 0.39 68.0 32.0 0,73 28 0,95 0.25 29.621 0.68 20142 0,46 68.0 32.0 0,73 29 0,95 0,25 3,049 0.07 2,073 0.05 68.0 32.0 0.73 30 0,95 0.25 5,663 0,13 3,851 0,09 68.0 32.0 0.73 31 0.95 0.25 90,605 2,06 57.987 1.33 640 36.0 0.70 32 0.95 0.25 3,049 0.07 2.592 0.06 85.0 15.0 0.85 33 0.95 0.25 7,941 0,18 6,665 0.15 85.0 15.0 0.85 34 0.95 025 13,939 0.32 11.848 0,27 85.0 150 0.85 35 0.95 025 4,792 OAI 4,073. 0.09 85.0 15.0 0.85 36 0,95 0.25 4.792 0,11 4,073 0,09 85.0 15.0 0.85 37 0.95 0.25 27.007 0.62 22,956 0.53 85.0 15.0 0,85 37A 0.95 0,25 19,602 0.45 18662 0.38 85.0 15.0 0.85 38 0,95 0.25 186,437 4,28 7,457 0.17 4.0 96.0 0.28 39 0.95 0.25 27,443 0,63 23.326 0.54 85.0 15.0 0.85 40 0,95 0.25 13,504 6.31 11.478 0.26 85.0 15.0 0.85 41 0.95 0.25 20,473 6.47 17.402 040 85.0 15.0 0.85 42 0.95 0.25 37,462 0.86 5.245 0,12 14.0 86.0 0.35 43 0.95 0.25 19,602 0.45 16,662 0.30 85.0 15.0 0,85 44 0,95 0.25 61420 1.41 52,207 1.20 85.0 15.0 0.85 45 0.95 0,25 21,344 0.49 18.143 042 85.0 15.0 0.85 46 0.95 0,25 8,276 0.19 7,035 0,16 85.0 15.0 OA5 47 0.95 0.25 16,117 0,37 13,700 0,31 85.0 15.0 0.85 48 0,95 0.25 7,841 0.18 6,665 0,15 65.0 15.0 0.85 49 0.95 0.25 12.197 0.28 10,367 0.24 85.0 15.0 0,85 F1 0.95 0.25 115,434 2,65 73,878 1,70 64.0 36.0 0.70 F1A 0.95 0.25 64,469 1.48 41,260 0.95 64.0 36.0 070 F2 0,95 025 58,806 1,35 37,636 0.86 64.0 36.0 0.70 F3 0,95 0.25 48,787 1.12 31,224 072 64.0 36.0 070. F4 0.95 0.25 46.609 1.07 29,830 0.68 64.0 36.0 0,70 F4A 0.95 0.25 5.663 0,13 3,398 0.08 60.0 40.0 0.67 F5 0.95 0,25 35,284 0.81 22,582 0.52 64.0 36.0 0.70 F6 0.95 0.25 23,522 0,54 19,994 0.46 85.0 15.0 0,85 F7 0.95. 0.25 35,284 0.81 22,582 0.52 64.0 36.0 0.70 F8 0.95 0.25 69,260 1.59 44.327 1.02 640 36.0 0.70 FBA 0.95 0.25 70,132 1,61 44,884 103 64.0 36.0 0.70 F9 0.95 0,25 86,249 1,98 55.199 127 64.0 36.0 0.70 F70 0.95 0.25 95,632 2.20 61,332 1,41 64.0 36.0 0.70 F11 095 0,25 58,806 1.35 37,636 0.86 64.0 36.0 0,70 F12 0,95 0.25 155.074 , 3.56 99,247 2.28 64.0 36.0 0,70 F13 0,95 0.25 57.064 1.31 36.521 0,64 64.0 36.0 0,70 Ft4 0,96 0,25 50,094 1.15 32,060 0,74 64.0 36.0 0,70 F14A 0.95 0.25 10454 0.24 6,691 0,15 64.0 36.0 0.70 F15 0.95 0.25 44,431 1.02 6,220 0,14 14.0 86.0 0.35 F16 0,95 025 38.333 0,88 5,367 0.12 14.0 86.0 0.35 F17 0,95 0,25 1,237,975 28A2 792.304 18.19 6,L0 36.0 0.70 F18 0.95 0,25 70,437 1.62 45,079 1.03 64.0 36.0 0.70 OSt 0.95 025 68,825 1.58 58.501 1,34 850 15.0 0.85 OS2 0.95 0.25 81,022 5,86 68.868 1.58 85.0 15.0 0.85 OS3 0.95 0.25 7,841 6.18 6,665 0,15 85.0 150 0.85 OS4 0,95 0.25 15.682 0.36 13,329 0.31 85.0 15.0 0.85 OS5 0.95 0.25 49.223 1.13 41,839 0,96 85.0 15.0 0.85 OS6 0.95 0.25 44,431 1.02 37,767 0.87 85.0 15.0 0.85 OS7 0,95 0.25 20,038 046 17,032 0,39 85.0 15.0 0.85 0S8 0.95 025 33.924 0.78 4,749 0.11 140 890 015 ' Retention Pond with the construction of Filing I Detention Pond with the final construction of filings 1, 11 and IIL Detention Pond with the final construction of filings 1 and 11 TM Seer-emwn Gm., 1122 AM M1512005 1 1 1 1 1 1 1 1 1 1 1 1 1 1 TIME OF CONCENTRATION ' 2 year design storm j Woposed Flows for Lind Property Filing 1 Detention Pond: 614-003 1.87(1 1- CCr ).r - So.m t = tr*IL Cr = 1.00 SUB -BASIN DATA INITIAL/OVERLAND TIME TRAVEL TIME FINAL REMARKS BASIN AREA C LENGTH SLOPE 4 LENGTH CHANNEL; SLOPE VELOCITY tL I. NO. (ac) (it) N (min) (fl) TYPE(a) N VIA) (min) (min) 1 2 3 4 5 6 7 6 10 12 13 1 0.58 0.65 120 2.0 7.3 345 PA 4.0 3.88 1.5 8.8 2 1.15 0.40 300 3.5 15.0 150 PA 0.8 1.70 1.5 16.5 3 0.37 0.65 120 2.0 7.3 110 PA 0.8 1.70 1.1 8.4 4 0.45 0.50 75 3.0 6.8 140 PA - 0.8 1.70 1.4 8.2 5 0.25 0.65 120 2.0 7.3 45 PA 0A 1.70 0.4 7.8 6 2.68 0.65 78 2.0 5.9 607 PA 2.1 2.81 3.6 9.5 6A 0.17 0.67 45 2.0 4.3 50 PA 0.7 1.59 0.5 5.0 7 1.15 0.65 110 2.0 '7.0 403 PA 4.5 4.12 1.6 8.7 8 2.37 0.65 120 2.0 7.3 530 PA 1.5 2.32 3.0 11.1 9 1.40 0.73 43 2.0 3.6 494 PA 1.3 2.14 3.9 7.5 10 0.78 0.70 45 2.0 4.0 315 PA 1.1 1.95 2.7 6.7 11 0.32 0.67 60 2.0 4.9 145 PA 2.5 3.05 0.8 5.7 12 1.98 0.67 62 2.0 5.0 450 PA : 3.0 3.35 2.2 7.3 13 0.41 0.67 60 2.0 4.9 182 PA �1, 2.3 2.93 1.0 6.0 14 0.24 0.75 25 2.0 2.6 130 PA 0.7 1.59 1.4 5.0 15 2.32 0.57 100 2.0 7.9 555 PA 2.7 3.16 2.9 10.9 16 0.31 0.67 60 2.0 4.9 145 PA 2.8 3.23 0.7 5.7 17 1.75 0.67 50 2.0 4.5 460 PA 1.5 2.31 3.3 7.8 18 0.95 0.67 50 2.0 4.5 220 PA 0.7 1.59 2.3 6.8 19 2.55 0.65 105 2.0 6.9 422 PA 3.0 3.35 2.1 9.0 20 1.40 0.65 55 2.0 5.0 532 PA 2.0 2.72 3.3 8.2 21 0.94 0.65 60 2.0 5.2 260 PA 0.7 1.59 2.7 7.9 22 1.07 0.70 65 2.0 4.8 265 PA 2.1 2.80 1.6 6.4 23 2.89 0.70 fib 2.0 4.9 665 PA 1.B 2.57 4.3 9.2 24 0.53 0.73 60 2.0 4.3 460 PA 2.0 2.73 2.8 7.1 25 2.23 0.45 45 2.0 6.5 362 PA 1.3 2.15 2.8 9.3 26 0.25 0.73 40 2.0 3.5 158 PA 2.6 3.11 0.8 5.0 27 0.57 0.73 52 2.0 4.0 495 PA 2.6 3.10 2.7 6.7 28 0.68 0.73 50 2.0 3.9 150 PA 0.8 1.74 1.4 5.4 29 0.07 0.73 50 2.0 3.9 75 PA 0.7 1.59 0.8 5.0 30 0.13 0.73 50 2.0 3.9 80 PA 0.7 1.59 0.8 5.0 31 2.08 0.70 50 2.0 4.2 758 PA 3.5 3.62 3.5 7.7 32' 0.07 0.85 45 2.0 2.5 95 PA 3.0 3.35 0.5 5.0 33 0.18 0.85 50 2.0 2.7 145 PA 1.4 2.24 1.1 5.0 34 0.32 0.85 65 2.0 3.1 310 PA , 0.8 1.74 3.0 6.0 35 0.11 0.85 50 2.0 2.7 35 PA 0.5 1.34 0.4 5.0 36 0.11 0.85 50 2.0 2.7 35 PA 0.5 1.34 0.4 5.0 37 0.62 0.85 40 2.0 2.4 550 PA 0.7 1.59 5.8 8.2 37A 0.45 0.85 68 2.0 3.1 410 PA 0.7 1.59 4.3 7.4 38 4.28 0.28 40 25.0 3.3 450 PA 2.0 2.72 2.8 6.1 39 0.63 0.85 30 2.0 2.1 624 PA ", 1.3 2.21 4.7 6.8 40 0.31 0.85 45 2.0 2.5 275 PA '. 2.2 2.84 1.6 5.0 41 0.47 0.85 52 2.0 2.7 295 PA 2.2 2.84 1.7 5.0 42 0.86 0.35 150 2.0 13.7 135 PA 3.0 3.35 0.7 14.3 43 0.45 0.85 55 2.0 2.8 455 PA 3.5 3.63 2.1 5.0 44 1.41 0.85 55 2.0 2.8 780 PA 3.0 3.35 3.9 6.7 45 0.49 0.85 50 2.0 2.7 470 PA 0.5 1.34 5.9 8.5 46 0.19 0.85 52 2.0 2.7 142 PA 0.5 1.34 1.8 5.0 47 0.37 0.85 42 2.0 2.5 352 PA 0.5 1.34 4.4 6.8 48 0.18 0.85 45 2.0 2.5 148 PA 1.1 1.95 1.3 5.0 49 0.28 0.85 50 2.0 2.7 250 PA 2.5 3.05 1.4 5.0 F1 2.65 0.70 75 2.0 5.2 810 PA 3.0 3.35 4.0 9.2 F1A 1.48 0.70 100 t 2.0 6.0 520 PA "; 3.0 3.35 2.6 8.6 F2 1.35 0.70 92 2.0 5.7 365 PA 3.0 3.35 1.8 7.5 F3 1.12 0.70 69 2.0 5.0 260 PA 3.0 3.35 1.3 6.3 F4 1.07 0.70 78 2.0 5.3 272 PA 3.0 3.35 1.4 6.6 F4A 0.13 0.67 60 2.0 4.9 0 PA 3.0 3.35 0.0 5.0 F5 0.81 0.70 40 2.0 3.8 330 PA y 3.0 3.35 1.6 5.4 F6 0.54 0.85 60 2.0 2.9 487 PA 3.0 3.35 2.4 5.4 Fir0.81 0.70 80 2.0 5.3 455 PA ! 3.0 3.35 2.3 7.6 F8 1.59 0.70 95 2.0 5.8 450 PA 1 3.0 3.35 2.2 8.1 FBA 1.61 0.70 150 2.0 7.3 415 PA 3.0 3.35 2.1 9.4 F9 1.98 0.70 63 2.0 4.7 530 PA 3.0 3.35 2.6 7.4 F10 2.20 0.70 60 2.0 4.6 940 PA 3.0 3.35 4.7 9.3 F11 1.35 0.70 70 2.0 5.0 420 PA 3.0 3.35 2.1 7.1 F12 3.56 0.70 135 2.0 6.9 700 PA r 3.0 3.35 3.5 10.4 IT F13 1.31 0.70 90 2.0 5.7 490 PA 3.0 3.35 2.4 8.1 F14 1.15 0.70 109 2.0 6.2 360 PA 3.0 3.35 1.8 8.0 F14A 0.24 0.70 50 2.0 4.2 60 PA a 3.0 3.35 0.3 5.0 F15 1.02 0.35 65 2.0 9.0 500 PA 3.0 3.35 2.5 11.5 Fib 0.88 0.35 65 2.0 9.0 430 PA 3.0 3.35 2.1 11.1 F17 28.42 0.70 0 2.0 0.0 0 PA a 3.0 3.35 0.0 5.0 F18 1.62 0.70 0 2.0 0.0 .0 PA 3.0 3.35 0.0 5.0 OS1 1.58 0.85 83 2.0 5.4 1680 PA �1 1.0 1.91 14.7 20.1 OS2 1.86 0.85 83 2.0 3.4 1800 PA 1.0 1.91 15.7 19.2 OS3 0.18 0.85 110 2.0 4.0 .142 PA 0.5 1.34 1.8 5.7 OS4 0.36 0.85 42 2.0 2.5 352 PA j 0.5 1.34 4.4 6.8 OS5 1.13 0.85 80 2.0 3.4 1060 PA } 1.0 1.91 9.3 12.7 OS6 1.02 0.85 55 2.0 2.8 940 PA 2.2 2.86 5.5 8.3 OS7 0.46 0.85 97 2.0 3.7 360 PA 1.0 1.91 3.1 6.9 OS8 078 035 131 2.0 4.3 121 PA 30 3.35 06 50 Xii.Ne`us. :l.%n .,e. �-t 710 ..5. Note: a) Codes the channel type for velocity calculations. PA = Paved, PL = Pasture 8 Lawns, G W = Grassed Waterway ;UM OF THE LENGTHS AVERAGE LENGTH 465 3.48 450 2.60 230 1.43 215 1.57 165 1.67 685 2.12 95 1.32 513 3.96 650 1.57 537 1.31 360 1.17 205 2.35 512 2.88 242 2.24 155 0.91 655 2.58 205 2.57 510 1.50 270 0.94 527 2.80 587 2.00 320 0.94 330 2.10 733 1.81 520 2.02 407 1.35 198 2.48 547 2.52 200 1.13 125 1.22 130 1.20 808 3.41 140 2.68 195 1.53 375 1.04 85 1.38 85 1.38 590 0.79 478 0.88 490 3.88 654 1.36 320 2.15 347 2.15 285 2.47 510 3.36 835 2.93 520 0.64 194 0.90 394 0.66 193 1.27 300 2.42 885 2.92 457 2.80 329 2.79 350 2.78 60 2.00 370 2.89 547 2.89 535 2.85 545 2.83 565 2.73 593 2.89 1000 2.94 490 2.86 835 2.84 580 2.84 469 2.77 110 2.55 565 2.88 495 2.87 0 0.00 0 0.00 1763 1.05 1883 1.04 252 1.15 394 0.66 1140 1.07 995 2.20 457 1.21 252 2.48 0 #DIV/01 The Sear -Brown Group ll:Y1m 411512005 TIME OF, CONCENTRATION 10 year design storm Proposed Flows for Lind Property Filing I Detention Pond: 614-003 1.87(1.1- CC7 ).(D f, = So.3n t'= t, +t' Cr = 1.00 SUB -BASIN DATA INITIALIOVERLAND TIME TRAVEL TIME FINAL REMARKS BASIN AREA C LENGTH SLOPE ti LENGTH CHANNEL SLOPE VELOCITY 4 t� NO. (ac) (ft) N (min) (ft) TYPE(a) N (ft/s) (min) (min) 1 2 3 4 5 6 7 8 10 12 13 1 0.58 0.65 120 2.00 7.3 345 PA 4.0 3.88 1.5 8.8 2 1.15 0.40 300 3.50 15.0 150 PA 0.8 1.70 1.5 16.5 3 0.37 0.65 120 2.00 7.3 110 PA 0.8 1.70 1.1 8.4 4 0.45 0.50 75 3.00 6.8 140 PA 0.8 1.70 1.4 8.2 5 0.25 0.65 120 2.00 7.3 45 PA 0.8 1.70 0.4 7.8 6 2.68 0.65 78 2.00 5.9 607 PA 2.1 2.81 3.6 9.5 6A 0.17 0.67 45 2.00 4.3 50 PA 0.7 1.59 0.5 5.0 7 1.15 0.65 110 2.00 7.0 403 PA 4.5 4.12 1.6 8.7 8 2.37 0.65 120 2.00 7.31 530 PA 1.5 2.32 3.8 11.1 9 1.40 0.73 43 2.00 3.6 494 PA 1.3 2.14 3.9 7.5 10 0.78 0.70 45 2.00 4.0 `. 315 PA 1.1 1.95 2.7 6.7 11 0.32 0.67 60 2.00 4.9'� 145 PA 2.5 3.05 0.8 5.7 12 1.98 0.67 62 2.00 5.0 ; 450 PA 3.0 3.35 2.2 7.3 13 0.41 0.67 60 2.00 4.9. 182 PA 2.3 2.93 1.0 6.0 14 0.24 0.75 25 2.00 2.6: 130 PA 0.7 1.59 1.4 5.0 15 2.32 0.57 100 2.00 7.9 ^_ 555 PA 2.7 3.16 2.9 10.9 16 0.31 0.67 60 2.00 4.9 - 145 PA 2.8 3.23 0.7 5.7 17 1.75 0.67 50 2.00 4.5: 460 PA 1.5 2.31 3.3 7.8 18 0.95 0.67 50 2.00 4.51 220 PA 0.7 1.59 2.3 6.8 19 2.55 0.65 105 2.00 6.9, 422 PA 3.0 3.35 2.1 9.0 20 1.40 0.65 55 2.00 5.0 532 PA 2.0 2.72 3.3 8.2 21 0.94 0.65 60 2.00 5.2, 260 PA 0.7 1.59 2.7 7.9 22 1.07 0.70 65 2.00 4.8 265 PA 2.1 2.80 1.6 6.4 23 2,89 0.70 68 2.00 4.9 665 PA 1.8 2.57 4.3 9.2 24 0.53 0.73 60 2.00 4.3 ' 460 PA 2.0 2.73 2.8 7.1 25 2.23 0.45 45 2.00 6.5 , 362 PA 1.3 2.15 2.8 9.3 26 0.25 0.73 40 2.00 3.5 ° 158 PA 2.6 3.11 0.8 5.0 27 0.57 0.73 52 2.00 4.0 495 PA 2.6 3.10 2.7 6.7 28 0.68 0.73 50 2.00 3.9'% 150 PA 0.8 1.74 1.4 5.4 29 0.07 0.73 50 2.00 3.9 75 PA 0.7 1.59 0.8 5.0 30 0.13 0.73 50 2.00 3.9.` 80 PA 0.7 1.59 0.8 5.0 31 2.08 0.70 50 2.00 4.2'; 758 PA 3.5 3.62 3.5 7.7 32 0.07 0.85 45 2.00 2.5. 95 PA 3.0 3.35 0.5 5.0 33 0.18 0.85 50 2.00 2.7 ; 145 PA 1.4 2.24 1.1 5.0 34 0.32 0.85 65 2.00 3.1 . 310 PA 0.8 1.74 3.0 6.0 35 0.11 0.85 50 2.00 2.7 ; 35 PA 0.5 1.34 0.4 5.0 36 0.11 0.85 50 2.00 2.7 35 PA 0.5 1.34 0.4 5.0 37 0.62 0.85 40 2.00 2.4 550 PA 0.7 1.59 5.8 8.2 37A 0.45 0.85 68 2.00 3.11 410 PA 0.7 1.59 4.3 7.4 38 4.28 0.28 40 25.00 3.3 450 PA 2.0 2.72 2.8 6.1 39 0.63 0.85 30 2.00 2.1 624 PA 1.3 2.21 4.7 6.8 40 0.31 0.85 45 2.00 2.5 275 PA - 2.2 2.84 1.6 5.0 41 0.47 0.85 52 2.00 2.7 295 PA 2.2 2.84 1.7 5.0 42 0.86 0.35 150 2.00 13.7; 135 PA 3.0 3.35 0.7 14.3 43 0.45 0.85 55 2.00 2.8 ; 455 PA 3.5 3.63 2.1 5.0 44 1.41 0.85 55 2.00 2.8 780 PA 3.0 3.35 3.9 6.7 45 0.49 0.85 50 2.00 2.7 470 PA 0.5 1.34 5.9 8.5 46 0.19 0.85 52 2.00 2.7 , 142 PA 0.5 1.34 1.8 5.0 47 0.37 0.85 42 2.00 2.5 ; 352 PA 0.5 1.34 4.4 6.8 48 0.18 0.85 45 2.00 2.51 148 PA 1.1 1.95 1.3 5.0 49 0.28 0.85 50 ' 2.00 2.7: 250 PA 2.5 3.05 1.4 5.0 F1 2.65 0.70 75 2.00 5.2 810 PA 3.0 3.35 4.0 9.2 F1A 1.48 0.70 100 2.00 6.0 ;. 520 PA 3.0 3.35 2.6 8.6 F2 1.35 0.70 92 2.00 5.7 + 365 PA 3.0 3.35 1.8 7.5 F3 1.12 0.70 69 2.00 5.0r 260 PA 3.0 3.35 1.3 6.3 F4 1.07 0.70 78 2.00 5.3: 272 PA 3.0 3.35. 1.4 6.6 F4A 0.13 0.67 60 2.00 4.9: 0 PA 3.0 3.35 0.0 5.0 F5 0.81 0.70 40 2.00 3.8 : 330 PA 3.0 3.35 1.6 5.4 F6 0.54 0.85 60 2.00 2.91 487 PA 3.0 3.35 2.4 5.4 F7 0.81 0.70 80 2.00 5.3: 455 PA 3.0 3.35 2.3 7.6 F8 1.59 0.70 95 2.00 5.81 450 PA 3.0 3.35 2.2 8.1 F8A . 1.61 0.70 150 2.00 7.3i 415 PA 3.0 3.35 2.1 9.4 F9 1.98 0.70 63 2.00 4.7 ', 530 PA 3.0 3.35 2.6 7.4 F10 2.20 0.70 60 2.00 4.6 " 940 PA 3.0 3.35 4.7 9.3 F11 1.35 0.70 70 2.00 5.0' 420 PA 3.0 3.35 2.1 7.1 F12 3.56 0.70 135 2.00 6.9. 700 PA 3.0 3.35 3.5 10.4 F13 1.31 0.70 90 2.00 5.7.: 490 PA &0 3.35 2.4 8.1 F14 1.15 0.70 109 2.00 6.2 360 PA 3.0 3.35 1.8 8.0 F14A 0.24 0.70 50 2.00 4.2 r 60 PA 3.0 3.35 0.3 5.0 F15 1.02 0.35 65 2.00 9.0? 500 PA 3.0 3.35 2.5 11.5 F16 0.88 -0.35 - 65 - 2.00 9.0'i 430 PA 3.0 3.35 2.1 1.1.1 F17 28.42 0.70 0 2.00 0.0', 0 PA 3.0 3.35 0.0 5.0 F18 1.62 0.70 0 2.00 0.0 : 0 PA 3.0 3.35 0.0 5.0 OS1 1.58 0.85 83 2.00 3.4 '. 1680 PA 1.0 1.91 14.7 18.1 OS2 1.86 0.85 83 2.00 3.4 ' 1800 PA 1.0 1.91 15.7 19.2 OS3 0.18 0.85 110 2.00 4.0 142 PA 0.5 1.34 1.8 5.7 OS4 0.36 0.85 42 2.00 2.5'. 352 PA 0.5 1.34 4.4 6.8 OS5 1.13 0.85 80 2.00 3.4 1060 PA 1.0 1.91 9.3 12.7 OS6 1.02 0.85 55 2.00 2.8 ; 940 PA 2.2 2.86 5.5 8.3 OS7 0.46 0.85 97 2.00 3.7: 360 PA 1.0 1.91 3.1 6.9 OS8 0.78 0.35 131 2.00 12.8: 121 PA 3.0 3�...35 0.6 13;�.44 +`s.+w�€:ai' Note: a) Codes the channel type for velocity calculations. PA = Paved, PL = Pasture & Lawns, GW = Grassed Waterway ' The Seer -Brown Group 11:22 AM 411 sn005 TIME OF CONCENTRATION 100 year design storm Proposed Flows for Lind Property Filing I Detention Pond: 614-003 1.87(1.1- CC7 ).(D- Sa.zv t' = t/ +ti Cr = 1.25 SUB -BASIN DATA INITIALIOVERLAND TIME i TRAVEL TIME FINAL REMARKS BASIN AREA C LENGTH SLOPE 4 LENGTH CHANNEL SLOPE VELOCITY t, t. NO. (ac) (ft) N (min). (it) TYPE(a) N (It/s) (min) (min) 1 2 3 4 5 6 7 8 10 12 13 1 0.58 0.65 120 2.00 4.7. 345 PA 4.0 3.88 1.5 6.2 2 1.15 0.40 300 3.50 12.9 150 PA 0.8 1.70 1.5 14.4 3 0.37 0.65 120 2.00 4.7 110 PA 0.8 1.70 1.1 5.8 4 0.45 0.50 75 3.00 5.4 140 PA 0.8 1.70 1.4 6.8 5 0.25 0.65 120 2.00 4.7 45 PA 0.8 1.70 0.4 5.1 6 2.68 0.65 78 2.00 3.8 607 PA 2.1 2.81 3.6 7.4 6A 0.17 0.67 45 2.00 2.6 50 PA 0.7 1.59 0.5 5.0 7 1.15 0.65 110 2.00 4.5 403 PA 4.5 4.12 1.6 6.1 8 2.37 0.65 120 2.00 4.7 530 PA 1.5 2.32 3.8 8.5 9 11.40 0.73 43 2.00 1.9 494 PA 1.3 2.14 3.9 5.7 10 0.78 0.70 45 2.00 2.3 315 PA 1.1 1.95 2.7 5.0 11 0.32 0.67 60 2.00 3.0 145 PA 2.5 3.05 0.8 5.0 12 1.98 0.67 62 2.00 3.1 450 PA 3.0 3.35 2.2 5.3 13 0.41 0.67 60 2.00 3.0 182 PA 2.3 2.93 1.0 5.0 14 0.24 0.75 25 2.00 1.2 130 PA 0.7 1.59 1.4 5.0 15 2.32 0.57 100 2.00 5.8 555 PA 2.7 3.16 2.9 8.8 16 0.31 0.67 60 2.00 3.0 145 PA 2.8 3.23 0.7 5.0 17 1.75 0.67 50 2.00 2.8 460 PA 1.5 2.31 3.3 6.1 18 0.95 0.67 50 2.00 2.8 220 PA 0.7 1.59 2.3 5.1 19 2.55 0.65 105 2.00 4.4 422 PA 3.0 3.35 2.1 6.5 20 1.40 0.65 55 2.00 3.2 532 PA 2.0 2.72 3.3 6.4 21 0.94 0.65 60 2.00 3.3 260 PA 0.7 1.59 2.7 6.1 22 1.07 0.70 65 2.00 2.7 265 PA 2.1 2.80 1.6 5.0 23 2.89 0.70 68 2.00 2.8 665 PA 1.8 2.57 4.3 7.1 24 0.53 0.73 60 2.00 2.2 460 PA 2.0 2.73 2.8 5.0 25 2.23 0.45 45 2.00 5.4 362 PA 1.3 2.15 2.8 8.2 26 0.25 0.73 40 2.00 1.8 , 158 PA 2.6 3.11 0.8 5.0 27 0.57 0.73 52 2.00 2.1 - 495 PA 2.6 3.10 2.7 5.0 28 0.68 0.73 50 2.00 2.0 150 PA 0.8 1.74 1.4 5.0 29 0.07 0.73 50 2.00 2.0 75 PA 0.7 1.59 0.8 5.0 30 0.13 0.73 50 2.00 2.0 80 PA 0.7 1.59 0.8 5.0 31 2.08 0.70 50 2.00 2.4 758 PA 3.5 3.62 3.5 5.9 32 0.07 0.85 45 2.00 1.0 95 PA 3.0 3.35 0.5 5.0 33 0.18 0.85 50 2.00 1.0 ': 145 PA 1.4 2.24 1.1 5.0 34 0.32 0.85 65 2.00 1.2 . 310 PA 0.8 1.74 3.0 5.0 35 0.11 0.85 50 2.00 1.0 35 PA 0.5 1.34 0.4 5.0 36 0.11 0.85 50 2.00 1.0 35 PA 0.5 1.34 0.4 5.0 37 0.62 0.85 40 2.00 0.9 ; 550 PA 0.7 1.59 5.8 6.7 37A 0.45 0.85 68 2.00 1.2 r: 410 PA 0.7 1.59 4.3 5.5 38 4.28 0.28 40 25.00 3.0 i 450 PA 2.0 2.72 2.8 5.8 39 0.63 0.85 30 2.00 0.8. 624 PA 1.3 2.21 4.7 5.5 40 0.31 0.85 45 2.00 1.0: 275 ' PA 2.2 2.84 1.6 5.0 41 0.47 0.85 52 2.00 1.1 295 PA 2.2 2.84 1.7 5.0 42 0.86 0.35 150 2.00 12.1, 135 PA 3.0 3.35 0.7 12.8 43 0.45 0.85 55 2.00 1.1 _ 455 PA 3.5 3.63 2.1 5.0 44 1.41 0.85 55 2.00 1.1 780 PA 3.0 3.35 3.9 5.0 45 0.49 0.85 50 2.00 1.0 . 470 PA 0.5 1.34 5.9 6.9 46 0.19 0.85 52 2.00 1.1 - 142 PA 0.5 1.34 1.8 5.0 47 0.37 0.85 42 2.00 1.0 352 PA 0.5 1.34 4.4 5.4 48 0.18 0.85 45 2.00 1.0 148 PA 1.1 1.95 1.3 5.0 49 0.28 0.85 50 2.00 1.0 250 PA 2.5 3.05 1.4 5.0 F1 2.65 0.70 75 2.00 2.9 810 PA 3.0 3.35 4.0 7.0 F1A 1.48 0.70 100 2.00 3.4 520 PA 3.0 3.35 2.6 6.0 F2 1.35 0.70 92 2.00 3.2 365 PA 3.0 3.35 1.8 5.1 F3 1.12 0.70 69 2.00 2.8 260 PA 3.0 3.35 1.3 5.0 F4 1.07 0.70 78 2.00 3.0 272 PA 3.0 3.35 1.4 5.0 F4A 0.13 0.67 60 2.00 3.0 0 PA 3.0 3.35 0.0 5.0 F5 0.81 0.70 40 2.00 2.1 330 PA 3.0 3.35 1.6 5.0 F6 0.54 0.85 60 2.00 1.1 487 PA 3.0 3.35 2.4 5.0 F7 0.81 0.70 80 2.00 3.0 455 PA 3.0 3.35 2.3 5.3 F8 1.59 0.70 95 2.00 3.3 450 PA 3.0 3.35 2.2 5.5 F8A 1.61 0.70 150 2.00 4.1 415 PA 3.0 3.35 2.1 6.2 F9 1.98 0.70 63 2.00 2.7 530 PA 3.0 3.35 2.6 5.3 F10 2.20 0.70 60 2.00 2.6 940 PA 3.0 3.35 4.7 7.3 F11 1.35 0.70 70 2.00 2.8 420 PA 3.0 3.35 2.1 5.0 F12 3.56 0.70 135 2.00 3.9 700 PA 3.0 3.35 3.5 7.4 F13 1.31 0.70 90 2.00 3.2 490 PA 3.0 3.35 2.4 5.6 F14 1.15 0.70 109 2.00 3.5. 360 PA 3.0 3.35 1.8 5.3 F14A 0.24 0.70 50 2.00 2.4; 60 PA 3.0 3.35 0.3 5.0 F15 1.02 0.35 65 2.00 8.0.. 500 PA 3.0 3.35 2.5_ 10.4 F16 0.88 0.35 65 2.00 8.0 i' 430 PA -' _ "' 3.0 �3.35 - 2A 10.1 F17 28.42 0.70 1 2.00 03, 1 PA 3.0 3.35 0.0 5.0 F18 1.62 0.70 1 2.00 0.3 1 PA 3.0 3.35 0.0 5.0 OS1 1.58 0.85 83 2.00 1.4 1680 PA 1.0 1.91 14.7 16.0 OS2 1.86 0.85 83 2.00 1.4 1800 PA 1.0 1.91 15.7 17.1 OS3 0.18 0.85 110 2.00 1.6 142 PA 0.5 1.34 1.8 5.0 OS4 0.36 0A5 42 2.00 1.0 352 PA 0.5 1.34 4.4 5.4 OS5 1.13 0.85 80 2.00 1.3 1060 PA 1.0 1.91 9.3 10.6 OS6 1.02 0.85 55 2.00 1.1 940 PA 2.2 2.86 5.5 6.6 OS7 0.46 0.85 97 2.00 1.5. 380 PA 1.0 1.91 3.1 5.0 OS8 0 78 0 35 131 2.00 11.3 121 PA 3.0 3.35 0.6 11 9 ixi�t: k :idlk/ wry .sEae'dr d.. p..q}.Tv Yaaev -7, v».1 Note: a) Codes the channel type for velocity calculations. PA = Paved, PL = Pasture 8 Lawns, GW = Grassed Waterway The Sear -Brown Group 11:22 AM 4/15/2005 1 t 1 1 1 1 1 1 Ralbul Wttrol 2 Year' Deaf Storm Proposed Flows for Lbd Properly F0fn91 NUMIc n Pond: 61"03 ReWeg Fiew nm(W Rlnoff SOeet PM peynfV4 8at9n I. Len915 Type S" Vabdy T. T. Is C 9"ns6y Mu Rwgfl RUM Rw Capedy Deal9n Vebdy S" Me WQ'a Roo WAn S,,A Fbw Depth Capedly Fbw P Depih Vebdy LuaAn Imb) l01 (e) lX) (6h1 (mi+) (mb) (mb) (W (A.) (dal (dA) (da (da) (M) Imal %) .1 (b) W (da) (dA) f) (W.) Rsmerba 00 0.0 8.0 085 2.3J O.SB 0.88 O.00 O.BB - - O.00 0.000 0 0.00 O.00 0.00 O.00 0.00 �(2 2 185 - - - - 0.0 0.0 16A 0.40 1.79 1.15 0.81 O.00 0.81 0.W 0.00 0.00 3 3 5.4 - - - - 0.0 0.0 BA 0.65 2.W 0.37 0.57 O.00 0.57 000 000 0.00 4 4 8.2 - - - - 0.0 0.0 8.2 O.W2.40 0.45 0.53 0.00 OMO.w 000 0.w 5 5 T.8 - - - - 0.0 0.0 ].0 0.65 2.44 0.25 0.40 0.00 0.40 0.w 0.W NO 6 6 9.5 - - - - 00 0.0 9.5 0.65 2.26 269 3.92 O.W 3.92 0.00 0.W 000 6A 6A 5.0 - - - - 0.0 0.0 5.0 0.67 2.85 0.17 0.32 0.00 0.32 0.00 0.00 0.00 T i 8.7 - - - 0.0 0.0 8.7 0.65 2.34 IA5 1.75 O00 1.75 000 O.w 0.00 8 6 11.1 - - - - 0.0 0.0 11.1 0.65 " 2.11 237 3.25 0.00 325 0.00 0.W 0.00 9 9 1.5 - - - 0.0 0.0 7.5 0.73 2.48 4.40 2.52 0.00 2.52 0.00 0.00 0.00 10 10 6.7 - 0.0 0.0 6.7 0.70 2.59 O.TB 1.41 0.00 1.41 0.00 O.W O.W 11 11 5.7 - - - - 0.0 0.0 5.7 0.67 2.73 0.32 MO 0.00 0.58 000 0.00 OOO 12 12 7.3 - - - - 0.0 0.0 7.3 Ohl 151 US 3.33 0.00 In 000 O.00 O.00 13 13 6.0 - - - - 0.0 0.0 6.0 0.67 2.69 0A1 0.74 0.00 074 000 O.W 0.00 14 14 5.0 - - - - 0.0 0.0 5.0 0.75 2.65 024 0.51 O.W MI 00O 0.00 O.W 15 15 10.9 - - - - 0.0 0.0 10.9 0.57 2.14 2.32 2.80 O.00 200 O.00 000 0.00 16 16 5.7 - - - 0.0 0.0 5.7 0.67 274 0.31 0.57 O.W 0.57 O.00 am 000 17 17 7.8 - - - - 0.0 0.0 7.5 0.87 2.44 1.75 2.88 O.W 2.08 O.W 0.00 0.00 18 i8 6A - - - 0.0 00 6.8 0.67 2.57 0.95 1.63 O.00 1.63 O.00 000 o.00 19 19 9.0 - - - - 0.0 0.0 9.0 0.65 2.31 255 182 O.W 3.82 O.00 0.00 0.00 20 w8.2 - - - - 0.0 0.0 82 ON 2.39 1A0 2.17 000 2.17 0.00 O00 O.w 21 21 7.9 - - - - 0.0 0.0 7.9 0.65 2.43 0.94 1.48 O.W 1.48 O.W 000 Ho 22 22 6.4 - - - 0.0 0.0 6.4 0.70 2.63 1.07 1.96 0.00 1.e6 O.W OAO 0.W 23 23 9.2 - - - 0.0 0.0 9.2 0.70 2.28 2.89 4.61 0.00 AV O.W O00 0.W 24 24 7.1 - - 0.0 0.0 7.1 0.73 2.53 0.53 0.97 000 O.91 000 0.00 0.W 25 25 9.3 - - - - 0.0 0.0 9.3 0A5 2.28 213 226 O.W. 2.j6 O.W O.W O.00 26 26 5.0 - - 0.0 O.O 5.0 0.73 285 0.25 0.52 0.00 0.52 0.09 O.W 0.00 2l 27 OT - 0.0 0.0 6.7 0.T3 2.59 0.57 1.07 OM1.OT 000 O.W O.00 28 28 54 - - - - 0.0 0.0 5.4 0.73 2.79 0.68 1.38 0.00 1.38 000 O.W 0.00 29 29 5.0 - - - - 0.0 0.0 5.0 0.73 2.85 0.07 0.14 000 0.14 O.W 0.00 000 30 w 5.0 - - - - 0.0 0.0 50 0.73 285 0.13 0.27 0.00 0.27 0.00 0.00 0.00 31 31 7.7 - - - - 0.0 0.0 7.7 0.70 2.45 208 158 0.00 3.56 O.W 0.00 O.W 32 32 5.0 - - - - 0.0 0.0 5.0 0.85 285 OM 0.17 0.00 0.17 0.W 0.00 O.00 33 33 5.0 - - - 0.0 0.0 5.0 0.65 2.85 0.18 0.43 0.00 0.43 0.00 O.W O00 34 34 8.0 - - - - 0.0 00 6.0 0.05 IN 0.0 0.73 0.00 0.73 000 0.00 000 w 35 5.0 - - - - 0.0 0.0 5.0 0.65 2.85 0.11 036 0.00 0.26 OW ow 0A0 36 35 5.0 - - - - 0.0 0.0 5.0 0.8.5 2.55 0.11 0.26 OM 028 000 000 000 37 37 8.2 - - - - 0.0 0.0 8.2 0.85 2.40 0.62 1.28 0.00 1.26 0.W O.W O.W 37A 37A 7.4 - - 0.0 0.0 7.4 OAS 2.49 0.45 095 0.W 0.95 0.W 0.00 0.W 38 39 6.1 - - - 0.0 0.0 6.1 0.28 2.87 4.28 3.18 O.W 3.18 0.W 000 0.W 39 39 6.8 - - - - 0.0 00 6.5 0.85 2.57 0.0 1.37 OM 1.37 0.00 000 0.W 40 40 5.0 - 0.0 0.0 5.0 0.85 2.85 0.31 0.i5 0.00 O.T5 O.W 0.00 om 41 41 s.0 - - - fro 0.0 5.0 0.0 2.85 0.47 1.13 0.00 1.13 0.W o.00 0.00 42 42 14.3 - - - - O.0 0.0 14.3 0.35 1.91 0.86 0.57 0.00 0.57 0.00 0.00 o.00 43 43 5.0 - - - - 0.0 O.O 5.0 0.0 2.85 0.45 1.06 0.00 1.08 am 0.00 0.00 44 44 6.7 - - - 0.0 0.0 6.7 065 2.59 1.41 3.08 0.00 3.08 0.W 0.00 U.00 45 45 8.5 - - 0.0 0.0 8.5 0.B5 2.36 0.49 0.98 O.W 0.98 0.00 0.00 0.00 46 46 5.0 - OO 0.0 5.0 ON 2.05 0.19 0.46 0.00 0.46 O.00 O00 0.W 47 47 BA - OD 0.0 6.8 0.0 2.57 0.37 0.80 000 0.80 O.W 0A0 am 40 48 5.a - - - 0.0 00 50 0.65 2.85 0.18 0.43 O.W 0.43 0.00 O00 O.W49 49 5.0 - - - - 0.0 OA 5.0 0.85 2.85 0.28 O.67 0.00 067 0.00 OA0 D.W F1 F1 91 - - - - 0.0 0.0 9.2 0.70 2.4 2.65 4.23 0.00 4.23 0.00 0.00 0.00 FlA F1A 8.6 - - - - 0.0 1.0 9.6 0.70 215 1.48 2.33 000 2.33 F2 F2 7.5 - - - 0.0 0.0 7.5 0.70 2.47 1.35 2.33 0.00 2.33 0.00 0.00 0.W F3 F3 6.3 - - - - 0.0 0.0 6.3 0.70 2.65 1.12 2.07 0.00 2.07 0.00 0.W 0.00 F4 F4 6.6 - - - - 0.0 0.0 6.6 0.70 160 1.07 1.94 0.00 1.94 0.00 OM 0.00 FAA FAA 5.0 - - - 0.0 0.0 5.0 0.67 2.85 0.13 0.4 0.00 0.25 O.WO.W 0.00 F5 FS 5A - - - - 0.0 0.0 SA 0.70 218 011 1.57 O.W 1.5T 0.w 0.00 0.00 FO F6 5.4 - - - - 0.0 0.0 5A 0.85 2.79 0.54 1.27 0.00 1.9 O.W O.00 0.00 Fi F7 i.6 - - - - O.O 0.0 7.5 0.70 2.47 0.81 1.39 0.00 1.39 0.00 O.W 0.W F8 Fe 8.1 - - - 0.0 0.0 8.1 0.70 3.41 1.59 2.68 0.00 2.08 000 000 0.00 FBA FBA 9.4 - 0.0 0.0 9A 0.70 21T 1.61 2.55 000 2.55 0.00 O.00 000 F9 F9 7.4 - - - - 0.0 0.0 TA 0.70 2.49 1.90 315 0.00 345 0.00 000 OAO F10 F10 9.3 - - - 0.0 0.0 9.3 0.70 210 2.20 IN 0.W 3.60 000 O00 0.W F11 F11 7.1 - - - - 0.0 0.0 7.1 0.70 2.53 1.35 239 0.00 2.39 O.W 0.00000 F12 F12 10.4 - - - - 0.0 00 10.4 0.70 2.17 3.56 5.40 O.W 5.40 0A0 0.00 0.w F13 F13 5.1 - - - - 0.0 0.0 5.1 0.70 2.41 1.31 220 0.00 210 0.00 000 0.W F14 F14 8.0 - - 0.0 0.0 0.0 0.70 2.41 1.15 1.94 0.00 1.94 O.00 000 00O F14A F14A &0 - - 0.0 0.0 5.0 0.70 2.86 0.24 0.48 O.00 0.48 0.00 000 0.00 F15 F15 11.5 - - - - 0.0 0.0 11.5 0.35 2.09 1.02 0.74 O.W 0.j4 O.W 0A0 00O F16 Fie 11.1 - - - - 0.0 OA IIA 0.35 2.11 018 0.65 0.00 0.65 0.00 0.00 0.W Fti F1T 6.0 - - - - 0.0 0.0 5.0 0.70 2.85 28.42 56.54 000 55.54 OOO 0.W 0.00 FIB Fla 5.0 - - - - 0.0 O.O 5.0 O.TO 2.85 1.82 In 0.00 In 0.w 0.00 000 0S1 081 20.1 - - - - 0.0 0.0 20.1 0.85 1.60 1.68 2.14 0.00 2.14 0.00 0.W 0.W OS2 OS2 19.2 - - - - 0.0 0.0 192 0.85 1.0 1.W 2.59 0.00 2.59 O.W 0.00 0.00 053 093 5.7 - - 0.0 0.0 5.7 0.85 2.73 0.18 0.41 000 0.41 000 0.o0 0.00 0S4 OS4 6.8 - - - - 0.0 0.0 6.8 0.85 2S1 0.36 0.78 O.W 0.78 0.00 0.00 0.W ON 055 12.7 - - - - 0.0 0.0 12.7 015 2.01 1.13 1.92 0.00 1.92 0.00 O.W O.00 ON ON 8.3 - - - - 0.0 0.0 8.3 0.85 2.35 1.W 2 W O.W 2.06 O.W o.00 0.00 OST 097 6.9 - - - - 0.0 0.0 SA 0.85 2.50 0.45 IN C.00 1.00 0.00 0.00 O.W 09B ON50 00 00 50 035 285 0i8 O.iT 000 OYi 000 000 000 _ _ �9 i f1Lof'�.^�%3 Mrr,i 4.rvM i'S°mL,. rate: a) Caries Na darrW Ipe for vebr8y ulp 10o,A. PA=Pawl. PL=Pealvs AL . GW• Greeted Walervey rM sw.aowal.oP 41n AY .n5Rro5 1 1 1 1 1 1 ■ `t ri i 1. Ratlgnal Method 2 YeanDesign Storm Proposed Flows or Lind Property Filing I Detention Pond: 614-003 i� Y. Routing Flow Time (t,) Runoff ipe Uwact QIher--- Too Desgn Point Basins I. Length Type Slope Velocity Travel Travel le C Intensity Area Runoff Runoff Runoff location (min) (It) (a) (%) '(tgs) (min) (min) min' (in/ v) (ac) (cfs) cfs); (cfs Remarks INLET 1 F2 F2 7.5 0.0 PA 1.0 1.9 0.0 0.0 7.54 0.70 2.47 1.35 2.33 0.00 2.33 F1 F2, F1 7.5 445.0 PA 3.0 ' 3.3 2.2 0.0 9.76 0.70 2.23 4.00 6.25 0.00 6.25 F3 F3 6.3 0.0 PA 3.0 : 3.3 0.0 0.0 6.25 0.70 2.65 1.12 2.07 0.00 2.07 Fla Fla, F3 6.3. 285.0 PA 3.0 • 3.3 1.4 0.0 7.67 0.70 2.46 2.60 4.46 0.00 4.46 F1 F1-F3 9.8 0.0 PA 3.0 ;3.3 0.0 0.0 9.76 0.70 2.23 6.60 10.28 0.00 10.28 INLET 2 29 29 5.0 0.0 PA 1.0 1.9 0.0 0.0 5.00 0.73 2.85 0.07 0.14 0.00 0.14 F4 29, 30, F4 5.0 150.0 PA 0.7 1.6 1.6 0.0 6.57 0.70 2.60 1.27 2.32 0.00 2.32 F5 29, 30, F4, F5 6.6 460.0 PA 3.0 13.3 2.3 0.0 8.87 0.70 2.32 2.08 3.38 0.00 3.38 INLET 3 F6 F6 5.4 0.0 PA 1.0 i 1.9 0.0 0.0 5.36 0.85 2.79 0.54 1.27 0.00 1.27 31 F4A, F6, F7, 31 5.4 770.0 PA 2.9 : 3.3 3.9 0.0 9.28 0.72 2.28 3.56 5.83 0.00 5.83 32 F4A, F6, F7, 31, 32 9.3 20.0 PA 1.6 '12.4 0.1 0.0 9.42 0.72 2.26 3.63 5.93 0.00 5.93 33 F4A, F6, F7, F8, 31, 32. 33 9.4 195.0 PA 1.4 -2.2 1.5 0.0 10.87 0.72 2.14 5.40 8.29 0.00 8.29 F9 F9 5.0 0.0 PA 1.0 ' 1.9 0.0 0.0 5.00 0.70 2.85 1.98 3.94 0.00 3.94 34 34, FBA, F9 5.0 60.0 PA 3.0 i 3.3 0.3 0.0 5.30 0.71 2.80 3.91 7.77 0.00 7.77 r� 33134 F4A, F6, F7, Fe, 31, 32, 33 10.9 0.0 PA 1.0 1.9 0.0 0.0 10.87 0.72 2.14 9.31 14.22 0.00 14.22 34, FBA, F9 ; INLET 4 39 39 6.8 0.0 PA 1.0 ; 1.9 0.0 0.0 6.79 0.85 2.57 0.63 1.37 0.00 1.37 26 26,39 6.8 220.0 PA 2.6 3.1 1.2 0.0 7.97 0.21 2.42 0.88 0.44 0.00 0.44 27 26,27.39 8.0 560.0 PA 2.6 1-3.1 3.0 0.0 10.980.78 2.13 1.45 2.40 2.40 28 26, 27, 28. 39 11.0 220.0 PA 1.4 'i'2.2 1.6 0.0 12.62 0.76 2.01 2.13 3.26 0.00 3.26 INLET 5 22 22 6.4 0.0 PA 1.0 1.9 0.0 0.0 6.39 0.70 2.63 1.07 1.96 0.00 1.96 23 22.23 6.4 540.0 PA 2.0 2.7 3.3 0.0 9.69 0.70 2.24 3.96 6.19 0.00 6.19 24 22,23.24 9.7 310.0 PA 1.0 1.9 2.7 0.0 12.40 0.70 2.02 4.49 6.37 0.00 6.37 25 25 9.3 0.0 PA 1.0: 1.9 0.0 0.0 9.31 0.45 2.28 2.23 2.26 0.00 2.26 24/25 22-25 12.4 0.0 PA 1.0 .` 1.9 0.0 0.0 12.40 0.62 2.02 6.72 8.38 0.00 8.38 INLET 6 15 15 10.9 0.0 PA 1.0 S 1.9 0.0 0.0 10.87 0.57 2.14 2.32 2.80 0.00 2.80 16 15,16 10.9 0.0 PA 2.5 3.0 0.0 0.0 10.87 0.58 2.14 2.63 3.24 0.00 3.24 17 15-17 10.9 538.0 PA 3.5 i' 3.6 2.5 0.0 13.36 0.61 1.96 438 5.28 0.00 5.28 18 15-18 13.4 305.0 PA 1.7 `2.5 1 2.0 0.0 15.40 0.62 1.85 5.33 6.14 6.14 INLET 7 !' 19 19 9.0 0.0 PA 1.0 ;' 1.9 0.0 0.0 8.96 0.65 2.31 2.55 3.82 0.00 3.82 20 19,20 9.0 375.0 PA 1.5 C 2.3 2.7 0.0 11.64 0.65 2.08 3.95 5.32 0,00 5.32 21 21 7.9 0.0 PA 1.0 ` 1.9 S 0.0 0.0 7.92 0.65 2.43 0.94 1.48 0.00 1.48 2021 19-21 11.6 552.0 PA 1.0 1.9 4.8 0.0 16.46 0.65 1.79 4.89 5.67 0.00 5.67 INLET 8 11 17 5.7 0.0 PA 1.0 1.9 0.0 0.0 5.74 0.67 2.73 0.32 0.58 0.00 0.58 12 11,12 5.7 55.0 PA 3.0 ;'3.3 0.3 0.0 6.01 0.67 2.69 2.30 4.14 0.00 4.14 13 11. 12, 13 6.0 268.0 PA . 2.5 ` 3.0 1.5 0.0 7.48 0.67 2.48 2.71 4.51 0.00 4.51 14 11. 12, 13, 14 7.5 120.0 PA 1.0 1.9 1.0 0.0 8.53 0.68 2.36 2.95 4.70 0.00 4.70 INLET 9 8 8 11.1 0.0 PA 1.0 1.9 0.0 0.0 11.14 0.65 2.11 2.37 3.25 0.00 3.25 9 8,9 11.1 140.0 PA 1.6 ? 2.4 1.0 0.0 12.09 0.68 2.04 3.77 5.22 0.00 5.22 10 10 6.7 0.0 PA 1.0 �, . 1.9 j. 0.0 0.0 6.69 0.70 2.59 0.78 1.41 0.00 1.41 9110 8-10 12.1 0.0 PA 1.0 11.9 f. 0.0 0.0 12.09 0.68 2.04 4.55 6.33 0.00 6.33 INLET 10 49 49 5.0 0.0 PA 1.0 ; 1.9 0.0 0.0 5.00 0.85 2.85 0.28 0.67 0.67 1 1, 2, 3, 49 5.0 285.0 PA 5.0 �'4.3 1.1 0.0 6.09 0.55 2.67 2.38 3.50 0.00 3.50 7 1, 2, 3, 7, 49 6.1 250.0 PA 4.8 ; 4.2 1.0 0.0 7.08 0,44 2.53 3.53 3.93 0.00 3.93 6 1, 2, 3, 7, 6, 49 7.1 557.0 PA 2.1 2.8 3.3 0.0 10.41 0.53 2.17 6.21 7.15 7.15 6A 6A 5.0 0.0 PA 1.0 '1.9 0.0 0.0 5.00 0.67 2.85 0.17 0.32 0.00 0.32 6 1, 2,3.7.6.6A. 49 10.4 0.0 PA 1.0 '4 1.9 0.0 0.0 10.41 0.53 2.17 6.38 7.40 0.00 7.40 q INLET 11 40 40 5.0 0.0 PA 1.0 10.9 0.0 0.0 5.00 0.85 2.85 0.31 0.75 0.00 0.75 43 40,43,4,5 5.0 470.0 PA 3.5 '1 '3.6 2.2 0.0 7.16 0.70 2.52 1.46 2.59 0.00 2.59 44 40,43,4,5,37,44 7.2 818.0 PA 3.0 `,.3.3 4.1 0.0 11.24 0.79 2.11 3.49 5.78 5.78 45 40,43,4,5,37,44,45 11.2 510.0 PA 0.5 1.3 6.4 0.0 17.60 0.79 1.72 3.98 5.44 0.00 5.44 46 . 40,4,5,37,4346 : 17.6 190.0 PA 0.5 i,, 1.3 2.4 0.0 19.97 0.50 1.61 4.47 5.73 5.73 OS6 OS6 8.3 0.0 PA 1.0 1'1.9 0.0 0.0 8.28 0.85 2.38 1.02 2.06 2.06 48 OS6, 48 8.3 175.0 PA 1.1 '.•. 2.0 1.5 0.0 9.74 0.85 2.23 1.20 2.28 2.28 47 086, 48, 47 9.7 375.0 PA 0.5 :} 1.3 4.7 0.0 14.42 0.85 1.90 1.57.. 2.54 -0.00 2.54 - 47146 O56,4,5,F11,37,40,4348 20.0 0.0 PA 1.0 r 1.9 0.0 0.0 19.97 0.81 1.61 6.04 7.88 0.00 7.88 INLET 12 f OS3 OS3 5:7 0.0 PA 1.0 � 1.9 1111.9 0.0 0.0 5.74 0.85 2.73 0.18 0.41 0.00 0.41 OS4 OS4 6.8 0.0 PA 1.0 0.0 0.0 6.84 0.85 2.57 0.36 0.78 0.00 0.78 OS4 OS3-OS4 6.8 0.0 PA 1.0 'w, 1.9 0.0 0.0 6.84 0.85 2.57 0.54 1.17 0.00 1.17 Total Flow Inlets 1-12 20.0 0.0 PA 1.0 1.9 0.0 0.0 19.97 0.65 1.61 74.06 77.48 0.00 77.48 To Detention Pond '7 Total Flow Inlets 1-12 20.0 26.6 PA 1.0 1.9 0.2 0.0 20.20 11.63 1.60 45.59 45.74 0.00 45.74 To Retention Pond n �;.�� ,� =�.'r�•` Note: a) Codes the channel type for velocity calculations. 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GmaW WeWa/ Ills Sanbsn IbaO Ylm5 NON a1 I at , 1 1 1 1 1 1 1 1 1 ■ Rational Method 10 Year Design Storm Proposed Flows for Lind Property Filing 1 Detention Pond: 614-003 Routing Flow Time (tj Runoff ipe Directer o a Design pant Basins 6 Length Type Slope Velocity Travel Travel I, C Intensity Area Runoff Runoff Runoff Location min (it) (a) (%) (fOs) (min) (min) min (in41r) (ac) (cfs) (cfs (cfs) Remarks INLET 1 0 F2 F2 7.5 0.0 PA 1.0 1.9 0.0 0.0 7.5 0.70 2.47 1.35 2.33 0.00 2.33 F1 F2, F1 7.5 445.0 PA 3.0 3.3 2.2 0.0 9.8 0.70 2.23 4.00 6.25 0.00 6.25 F3 F3 6.3 0.0 PA 3.0 3.3 0.0 0.0 6.3 0.70 2.65 1.12 2.07 0.00 2.07 Fla Fla, F3 6.3 285.0 PA 3.0 3.3 1.4 0.0 7.7 0.70 2.46 2.60 4.46 0.00 4.46 F1 F1-F3 9.8 0.0 PA 3.0 3.3 0.0 0.0 9.8 0.70 2.23 6.60 10.28 0.00 10.28 INLET 2 29 29 5.0 0.0 PA 1.0 1.9 0.0 0.0 5.0 0.73 2.85 0.07 0.14 0.00 0.14 F4 29, 30, F4 5.0 150.0 PA 0.7 1.6 1.6 0.0 6.0 0.70 2.60 1.27 2.32 0.00 2.32 F5 29, 30, F4, F5 6.6 460.0 PA 3.0 3.3 23 0.0 8.9 0.70 2.32 2.08 3.38 0.00 3.38 INLET 3 F6 F6 5.4 0.0 PA 1.0 1.9 0.6 0.0 5A 0.85 2.79 0.54 1.27 0.00 1.27 31 F4A, F6, F7, 31 5.4 770.0 PA 2.9 3.3 3.9 0.0 9.3 0.72 2.28 3.56 5.83 0.00 5.83 32 F4A, F6, F7, 31. 32 9.3 20.0 PA 1.6 2.4 0.1 0.0 9.4 0.72 2.26 3.63 5.93 0.00 5.93 33 F4A, F6, F7, F8, 31. 32, 33 9.4 195.0 PA 1.4 2.2 1.5 0.0 10.9 0.72 2.14 5.40 8.29 0.00 8.29 F9 F9 5.0 0.0 PA 1.0 1.9 0.6 0.0 5.0 0.70 2.85 1.98 3.94 0.00 3.94 34 34, F8A, F9 5.0 60.0 PA 3.0 3.3 0.3 0.0 5.3 0.71 2.80 3.91 7.77 0.00 7.77 33134 F4A, F6, F7, F8, 31, 32, 33 10.9 0.0 PA 1.0 1.9 0.0 0.0 10.9 0.72 2.14 9.31 14.22 0.00 14.22 34. F8A, F9 INLET 4 39 39 6.8 0.0 PA 1.0 1.9 0.0 0.0 6.8 0.85 2.57. 0.63 1.37 0.00 1.37 26 26,39 6.8 220.0 PA 2.6 3.1 1.2 0.0 8.0 0.21 2.42 0.88 0.44 0.00 0.44 27 26, 27, 39 8.0 560.0 PA 2.6 3.1 3.0 0.0 11.0 0.78 2.13 1.45 2.40 0.00 2.40 28 26, 27, 28. 39 11.0 220.0 PA 1.4 2.2 1.6 0.0 12.6 0.76 2.01 2.13 3.26 0.00 3.26 INLET 5 22 22 6.4 0.0 PA 1.0 1.9 0.0 0.0 6.4 0.70 2.63 1.07 1.96 0.00 1.96 23 22.23 6.4 540.0 PA 2.0 2.7 3.3 0.0 9.7 0.70 2.24 3.96 6.19 0.00 6.19 24 22.23,24 9.7 310.0 PA 1.0 1.9 2.7 0.0 12.4 0.70 2.02 4.49 6.37 0.00 6.37 25 25 9.3 0.0 PA 1.0 1.9 0.0 0.0 9.3 0.45 2.28 2.23 2.26 0.00 2.26 24/25 22-25 12.4 0.0 PA 1.0 1.9 0.0 0.0 12.4 0.62 2.02 6.72 8.38 0.00 8.38 INLETS 15 15 10.9 0.0 PA 1.0 1.9 0.Q 0.0 10.9 0.57 2.14 2.32 2.80 0.00 2.80 16 Is. 16 10.9 0.0 PA 2.5 3.0 0.0 0.0 10.9 0.58 2.14 2.63 3.24 0.00 3.24 17 15-17 10.9 538.0 PA 3.5 3.6 2.5 0.0 13.4 0.61 1.96 4.38 5.28 0.00 5.28 18 15-18 13.4 305.0 PA 1.7 2.5 2.0 0.0 15.4 0.62 1.85 5.33 6.14 0.00 6.14 INLET 7 19 19 9.0 0.0 PA 1.0 1.9 0.0 0.0 9.0 0.65 2.31 2.55 3.82 0.00 3.82 20 19,20 9.0 375.0 PA 1.5 2.3 2.7, 0.0 11.6 0.65 2.08 3.95 5.32 0.00 5.32 21 21 7.9 0.0 PA 1.0 1.9 0.0 0.0 T9 0.65 2.43 0.94 1.48 0.00 1.48 20t2l 19-21 11.6 552.0 PA 1.0 1.9 4.8 0.0 16.5 0.65 1.79 4.89 5.67 0.00 5.67 INLET 8 11 11 5.7 0.0 PA 1.0 1.9 0.0. 0.0 5.7 0.67 2.73 0.32 0.58 0.00 0.50 12 11,12 5.7 55.0 PA 3.0 3.3 0.3 0.0 6.0 0.67 2.69 2.30 4.14 0.00 4.14 13 11, 12.13 6.0 268.0 PA 2.5 3.0 1.5 0.0 7.5 0.67 2.48 2.71 4.51 0.00 4.51 14 11. 12. 13, 14 7.5 120.0 PA 1.0 1.9 1.0 0.0 8.5 0.68 2.36 2.95 4.70 0.00 4.70 INLET 9 8 8 11.1 0.0 PA 1.0 1.9 0.0 0.0 11.1 0.65 2.11 2.37 3.25 0.00 3.25 9 8.9 11.1 140.0 PA 1.6 2.4 1 .Q 0.0 12.1 0.68 2.04 3.77 5.22 0.00 5.22 10 10 6.7 0.0 PA 1.0 1.9 0.6 0.0 6.7 0.70 2.59 0.76 1.41 0.00 1.41 9/10 8-10 12.1 0.0 PA 1.0 1.9 0.6 0.0 12.1 0.68 2.04 4.55 6.33 0.00 6.33 INLET 10 49 49 5.0 0.0 PA 1.0 IS 0.6 0.0 5.0 0.85 2.85 0.28 0.67 0.00 0.67 1 1, 2, 3, 49 5.0 285.0 PA 5.0 4.3 60.0 6.1 0.55 2.67 2.38 3.50 0.00 3.50 7 1.2.3.7.49 6.1 250.0 PA 4.8 4.2 1.0 0.0 7.1 0.44 2.53 3.53 3.93 0.00 3.93 6 1, 2, 3, 7, 6, 49 7.1 557.0 PA 2.1 2.8 3.3 0.0 10.4 0.53 2.17 6.21 7.15 0.00 7.15 6A 6A 5.0 0.0 PA 1.0 1.9 0.0 0.0 5.0 0.67 2.85 0.17 0.32 0.00 0.32 6 1, 2, 3, 7, 6, 6A, 49 10.4 0.0 PA 1.0 1.9 0.0 0.0 10.4 0.53 2.17 6.38 7.40 0.00 7.40 INLET 11 40 40 5.0 0.0 PA 1.0 1.9 0.0 0.0 5.0 0.85 2.85 0.31 0.75 0.00 0.75 43 40,43,4,5 5.0 470.0 PA 3.5 3.6 2.2 0.0 7.2 0.70 2.52 1.46 2.59 0.00 2.59 44 40,43,4,5,37,44 7.2 818.0 PA 3.0 3.3 4.1 0.0 11.2 0.79 2.11 3.49 5.78 0.00 5.78 45 40,43,4,5,37,44,45 11.2 510.0 PA 0.5 1.3 6.4 0.0 17.6 0.79 1.72 3.98 5.44 0.00 5.44 46 40,4,5,37,43-46 17.6 190.0 PA 0.5 1.3 2.4 0.0 20.0 0.80 1.61 4A7 5.73 0.00 5.73 OS6 OS6 8.3 0.0 PA 1.0 1.9 0.0 0.0 8.3 0.85 2.38 1.02 2.06 0.00 2.06 48 OS6, 48 8.3 175.0 PA 1.1 2.0 1.5 0.0 9.7 0.85 2.23 1.20 2.28 0.00 2.28 47 OS6, 48, 47 9.7 375.0 PA 0.5 1.3 4.7 0.0 14.4 0.85 1.90 _ ,1.57. 2.54 0.00 2.54 47/46 OS6,4,5,Fll.37,40,43-48 20.0 0.0 PA 1.0 1.9 0.0 0.0 20.0 0.81 1.61 6.04 7.88 0.00 7.88 INLET 12 OS3 OS3 5.7 0.0 PA 1.0 1A 0.9 0.0 5.7 0.85 2.73 0.18 0.41 0.00 0.41 OS4 OS4 6.8 0.0 PA 1.0 1.9 0.0 0.0 6.8 0.85 2.57 0.36 0.78 0.00 0.78 OS4 OS3-OS4 6.8 0.0 PA 1.0 1.9 0.0 0.0 6.8 0.85 2.57 0.54 1.17 0.00 1.17 Total Flow Inlets 1-12 20.0 0.0 PA 1.0 1.9 0.0 0.0 20.0 0.65 1.61 74.06 77.48 0.00 77.48 To Detention Pond Total Flow Inlets 1-12 20.0 26.6 PA 1.0 1.9 0.2 0.0 20.2 0.63 1.60 45.59 45.74 0.00 45.74 To Retention Pond i`� b _W1 ^xra. �..,...,1, a sw -" `3i'w �+...h ^.� �a::s'a)1,✓ 3 . �a'.•^...^:. s x } ^z ... a ?il�'':aY'1'li'§^ �"%.`.x"`:a''. Note: a) Codes the channel type for velocity calculations. PA = Paved, PL = Pasture 8 Lawns, GW = Grassed Waterway n no sear -even croup 1123 AM 41=2005 .1 Ret:aml Method 100 Tear Design Slam Proposed Fbwa Ice Arsl Pmperly FWW I D.i.nli.n Pan: 614403 RouIBM Flow T9na DL) Rimoll 80.e1 PIPS n P4i Ba.l. 4 L.rg15 Tlpe Slop. Vebdty Tavel Travel IY C C'CI seinslly Mee Raab Rupfl'RuwR Capadty Design VeWty 8bp. Mam519's Ros9hsess Si.e Fbx Depth C,,,0 Fbw Flax Z'th LaaOai onee (A) 0) (%) (Net (ml) (min) (m90 (lls) (..) (d.) (d.) (d.) (da) (the) (IV.) % .1 110 (l 'Ids) (de) Il) Remerk. 1 1 6.2 - - - 0.0 GO 6.18 065 081 9.29 0.58 4.37 0.00 4.3) - - - 0.00 0.000 0 0.00 ON 0.00 0.00 2 2 14.4 - 0.0 OA 14.36 OAO 0.50 6.64 1.15 3.79 0.00 3.]9 0.00 ON 0.00 3 3 5.B - - - - O.o ax S.n ON 0.81 9.51 OAT 2.BS ON ON ON ON 4 4 6.8 - 0.0 0.0 6.79 ON 0.62 8.99 0.45 2.50 ON 12.85 2.50 0.00 OAO ON S 5 5.1 - - - - 0.0 0.0 5.14 ON 0.81 9.87 0.25 2.00 ON 2.00 ON 0.00 ON 8 8 iA - 0.0 0.0 7.39 ON 0.81 8>1 2.86 18.94 0.00 118.94 0.00 ON am SA BA 5.0 - - - - 0.0 0.0 SW 0.67 0.84 9.95 0.17 IA2 ON 1.42 ON ON ON ) ) 6.1 - 0.0 0.0 0.13 ON 0.81 9.32 1.15 8.89 ON 8.69 ON ON 0.00 8 6 0.5 - - - - 0.0 OV 8.50 0.0 0.81 8.25 2.37 15.88 ON 15.86 ON ON ON 9 9 51 - 0.0 0.0 5.73 0.73 0.91 953 1.40 12.11 ON 12.11 ON ON ON 10 10 5.0 - - - - 0.0 0.0 SW 0.70 0.87 9.95 0.70 On ON 6.)) ON ON 0.00 11 11 5.0 - 0.0 0.0 SAO O6i 0.64 9.95 OM MI ON 26) ON ON ON 12 12 5.3 - - - - 0.0 0.0 5.31 O6] 0.64 9.)) 1.98 16.20 ON 16.20 ON ON ON 13 13 5.0 - 0.0 0.0 5.00 OW 0.81 9.95 0A1 3A2 ON 142 0.00 000 ON 14 14 5.0 - - - - 0.0 0.0 5.00 0.75 0.93 9.95 0.24 2.23 ON 2.23 am ON 0.00 15 15 8.8 - OA 0.0 8.n 0.57 0.71 8.14 2.32 13.35 ON 13.35 ON ON am 16 16 5.0 - - - - 0.0 0.0 5.00 O67 0." 9.95 081 2.58 ON 2.58 ON ON ON li 17 8.1 - 0.0 0.0 8.00 0.87 0.84 9.J4 1.75 13.89 0.00 1169 0.00 0.00 0.00 IB 16 5.1 - - - - 0.0 0.0 5.07 0.07 0.84 9.91 0.95 7.89 OAO ).09 0.00 ON 0.00 19 19 6.5 - 0.0 0.0 6.49 0.65 0.81 9.13 255 10.09 0.00) 10.09 ON ON 0.00 20 20 0.4 - - - - 0.0 0.0 8.44 ON 0.81 9.16 1A0 10.40 ON 10.40 ON 0.00 ON 21 21 8.1 - 0.0 0.0 8.05 0.65 0.81 9.38 0.94 7.14 0.00 I 7.14 am ON ON n n 50 - - - - 0.0 0.0 S.00 0.70 0.87 9.95 1.07 9.29 0.00 9.29 0.00 ON ON 23 23 7.1 - 00 OA 7.10 0.70 0.87 B.Bel 2.89 22.29 0.00 22.29 am ON ON 24 24 SO - - - - 0.0 0.0 5.02 0.73 0.91 9.94 0.53 1.)8 0.00 4.)8 0.00 0.00 0.00 25 25 6.2 - 0.0 0.0 B.ZO 0.13 0.58 8.38 2.23 I0AD O.00 1040 0.00 0.00 0.00 26 26 5.0 - - - - 0.0 0.0 500 0.73 0.91 9.95 015 2.26 OA0 2.26 0.00 000 0.00 27 27 5.0 - 0.0 0.0 5A0 0.73 0.91 9.95 0.57 5.15 0.00 5.15 0.00 0.00 0.00 20 20 5.0 - - - - 00 0.0 5.00 0.73 0,91 NIS 0.68 8.14 0.00 6.14 ON 0.00 0.00 29 29 5.0 - 0.0 0.0 5.00 0.73 0.91 9.95 0.07 063 0.00 10.63 ON 0.00 0.00 n 30 5.0 - - - 0.0 0.0 5A0 0J3 0.91 9.95 0.13 1.17 0.00 1.17 ON ON 0.00 31 31 5.9 - 0.0 0.0 518 0.10 0.87 9.45 2.00 17.15 000 0.00 ON 0.00 32 n &0 - - - - 0.0 0.0 5.00 o.85 IN 9.95 O.Oi 0.)0 0.00 11).15 0.70 0.00 ON ON 33 30 5.0 - 0.0 0.0 5.01) O85 IN 9.95 0.16 1.79 0.00 ' 1.19 0.00 ON ON 34 34 S.0 - - - - 0.0 0.0 5.00 0.85 1.00 0,95 0.32 3.18 ON 11.11 ON ON 0.00 SS 35 .0 5.95 - 0.0 0.0 5.00 0.83 1.00 9 Oat 1.09 ON 1.09 ON O00 ON 38 3B 5.0 - - - - 0.0 0.0 SM 0.0 IN 9.95 0.11 1.09 ON 1.09 ON ON ON 37 37 6.7 - 0.0 0.0 6.71 0.65 IN 9.02 0.62 5.59 ON 559 ON ON ON 37A 37A 5.5 - - - - 0.0 0.0 5.53 0.65 IN 9.64 0.45 4.34 ON 0.00 0.00 ON m 38 6.8 - 0.0 0.0 SAI 0.20 0.35 949 4.28 44.14 0.00 14.34 14.11 ON 0.00 ON 39 39 5.5 - - - - Oo 0.0 5.53 ON IN 9.64 063 6.08 ON GOB ON o.00 ON 40 40 5.0 - 0.0 0.0 5.00 ON 1A0 9.95 0.31 3.08 ON `US ON 0.00 ON 41 41 5.0 - - - - 0.0 0.0 5.W 0.83 tW 9.95 0.47 468 ON ON 0.00 O00 42 42 12.0 - 00 0.0 12.78 0.35 0.44 898 ON 2.61 OW 14,68 2.61 ON ON ON 43 44 43 44 5.0 5.0 - - - - - 0.0 0.0 0.0 0.0 5.00 500 0.05 0.85 1A0 IN 9.95 9.95 0A5 1.41 4A8 14.03 ON am 14,48 114.03 ON ON ON ON 0.00 0.00 45 45 6.9 - - - - 0.0 0.0 6.91 0.85 IN 6.93 0A9 4.37 ON C37 ON ON 0.00 46 48 5.0 - - - - 0.0 0.0 5.00 O85 IN 9.85 0.19 1.09 0.00) 1.09 ON ON 0.00 N N 51 - ox a.o 5.35 o.85 IN B.]4 0.31 3.60 ON 3.60 ON ON ON 48 40 5.0 - - - - 00 0.0 5.00 ON IN 9.95 O.Is 1.79 0.00I 1.79 1w 0.00 0.00 19 19 5.0 - 0.0 0.0 5A0 0.85 IN 9.95 028 2.79 ON 2.79 0.00 0.00 ON FI F1 7.0 - - - - 0.0 0.0 8.98 0.70 O8) 8.11 2.65 20.59 0.00 20.59 ON ON ON F1A F1A 6.0 - - - - 0.0 1.0 5.97 0.70 0,87 9.40 1.48 12.14 ON 12.14 1.60 ON ON ON DO 0 0.70 067 9.95 .29 1.08 ON US 010 ON ON RA F A 5.0 - - - - 0.0 0.0 5�00 067 ON 9,95 0.13 0.00'11.08 000 0.00 0.00 f5 FS 5.0 - 0.0 0.0 5.W 0.)0 0.81 9.95 0,01 7.03 000 7.03 0.0 0.00 0.00 F6 FO 5.0 - - - - 0.0 0.0 5.00 0.85 1.00 9.95 0.54 5.37 ON 5.37 F) A 5.3 - - - - 0.0 0.0 5.29 0.70 087 9.70 0.81 6.91 0.00 6,91 ON ON 0.00 F8 FS 5.5 - 0.0 0.0 5.53 0.70 087 9.64 1.59 13.37 ON 13.37 0.00 ON ON FBA FBA 6.2 - - - 0.0 0.0 6.20 0.70 0,87 9.28 1.61 13,03 0.00 13.03 0.00 0.00 am F9 F9 5.3 - 0.0 0.0 5.32 0.70 OB] 9.70 ISO WOO ON 1666 ON ON ON F10 FIO 7.3 - - - - 0.0 0.0 7.30 0.70 0,87 8.75 2.20 16.80 ON ' 16.80 ON ON ON Ftl FIl 5.0 - 0.0 0.0 INOJO 0.8) 9.95 1.35 11.72 ON �IV2 ON ON ON F12 F12 )A- - - - 0.0 0.0 ).41 0.)0 0.87 8.)0 3.56 27.02 ON 27.02 ON ON ON F13 F13 5.6 - 0.0 0.0 SU 0.70 0.07 9.58 1.31 10.95 0.00 .10.95 ON ON 0.00 F14 FI4 5.3 - - - - 0.0 0.0 5.32 0.10 0.87 9.78 1.15 9.80 ON 9.80 ON ON ON F14A F14A 5.0 - 0.0 0.0 SAO 0.70 0.87 9.95 0.24 2.08 ON 2.08 ON ON ON F15 F15 10.4 - - - 0.0 0.0 10.45 0.15 0.44 158 1.02 3.36 ON 3.36 ON ON ON F16 F18 10.1 - 0.0 0.0 10.10 0.35 044 7.69 ON 2.91 ON 2.94 0.00 ON 0.00 FIi F1] 5.0 - - - - 0.0 0.0 SAO 0.70 0.87 9.95 28.42 246.n ON 246.72 0.00 0.00 0.00 FIB F18 5.0 - 0.0 0.0 5.00 0.70 0.67 9.95 1.82 14,01 ON 14.04 ON 0.00 ON 091 wt ISO - - - - 0.0 0.0 16.0s ON IN 8.30 1.53 ON ON 9.98 ON 0.00 OAO 082 082 17.1 - - - - 0.0 0.0 17.09 ON 1.00 0.10 168 11.35 ON IIM ON ON ON 053 053 5.0 - 0.0 0.0 5.00 0.0 100 9.95 0.18 1.79 ON 1.79 ON ON 0.00 OSI OS4 5.4 - - - - 0.0 0.0 5.35 0.85 IN 9.74 0.38 3.51 ON 3.51 ON ON 0.00 ON ON 10.0 - OD 0.0 10.fi0 0.85 1.00 7.51 1.13 8.52 O.00 8.52 ON 0.00 0.00 ON ON O.B - - - - 0.0 0.0 ON0.85 IN 9.09 1.02 9]) 0.00 9.27 ON ON 0.00 OS] OS) 5.0 - 0.0 0.0 5.00 0.85 1.00 9.95 0A6 4,58 0.00 1.58 0.00 0.00 0.I ON CIS 119 00 00 1190 OM 0.44 718 0.)0 2.43 000 243 ON 000 000 Note: a) Cal.. the ohemel type la vebdty.h Osns. PA • Paved, PL • Paetve 6 Lams. GW = Grassed Walmeay rrx s.x4w... opn 'In. V 15Rg15 1 1 1 1 t 1 1 Rational Met11o6 100 Year Design Storm Proposed Flews for Limit Property Filing I Oeta relon' POral: 614003 f ' Routing Flow Time(tj Runoff "N Direct vftr town 0a>tg Fdnl Bes'va k Le M Type Slope Velocity, TmveI n0 Travel 4 C C'C, Intensity Area Rv ff Runoff Runoff Loan (mn) (it) (a) (96) VIVO k (mn) (min) (mn) (Hls) lac) lots) (cfs) (ds) Remarks INLET 1 F2 F2 5.1 0.0 PA 1.0 1.9 yjII 0.0 0.0 5.06 070 0.87 9.92 1.35 11.68 0.00 11.68 FI F2. FI 5.1 445.0 PA 3.0 3.3 .•I 2.2 J 0.0 7.27 0.70 0.88 BJ6 4.00 30.88 0.00 30.66 F3 F3 5.0 0.0 PA 30 3.3 0.0 0.0 5.00 0.70 0.87 9.95 1.12 9.72 000 9.72 F1 Fla. F3 5.0 285.0 PA 3.0 3.3 1.4 0.0 6.42 0.70 0.87 9.17 2.60 20.80 ON 20.80 Ft F1-F3 7.3 0.0 PA 3.0 3.3 I J 0.0 0.0 7.27 0.70 0.87 8.76 6.60 50.45 000 50.45 9 INLET - 29 29 5.0 00 PA 1.0 1.9 00 0.0 5.00 0.73 0.91 9.95 0.01 0.63 000 0.63 F4 29. 30, F4 5.0 150.0 PA 0.7 1.6 IS 0.0 6.57 0.70 0.88 9.09 1.27 10.14 0.00 10.14 FS 29,30,F4,F5 6.6 460.0 PA 30 3.3 2.3 0.0 8,87 0,700,68 8.11 2.08 1477 000 1477 INLET 3 F6 Ffi 5.0 0.0 PA 1.0 1.9 0.0 0.0 5.00 0.85 1.00 9.95 0.54 5.37 000 5.37 31 F4A, F6, F7, 31 5.0 770.0 PA 2.9 3.3 ( 3.9 0.0 8.92 0.72 0.90 8.09 3.56 25.89 000 25.89 32 F4A, F6, F7, 31, 32 6.9 20.0 PA 1.6 2.4 0.1 0.0 9.06 O.T2 0.90 8.04 3.63 26.32 000 26.32 33 F4A, F6, F7, F8, 31. 32, 33 9.1 195.0 PA 1.4 2.2 1.5 0.0 10.51 0.72 0.90 7.56 5.40 36.69 000 36.69 1� 1 F9 F9 5.3 0.0 PA 1.0 1.9 0.0 0.0 5.32 0.70 0.87 9.76 1.98 16.86 0.00 10.86 31 31, FBA, F9 53 60.0 PA 3.0 3.3 ,I 0.3 00 5.62 0.71 0.89 9.59 3.91 33.29 000 33.29 33r34 F4A. Fit. F7. F8, 31. 32, 33 10.5 0.0 PA 1.0 1.9 0.0 0.0 10.51 0.72 0.89 7.56 9.31 62.94 000 62.94 34,FSA,F9 NLET 4 39 39 5.5 'DO PA 1.0 1.9 0.0 0.0 5.53 0.85 1.00 9.64 0.63 6.08 0.00 808 26 26.39 5.5 220.0 PA 2.6 3.1 1.2 0.0 671 0,21 0.26 9.03 0,88 2.05 0.00 2.05 . 27 26, 27.39 6.7 560.0 PA 2.6 3.1 3.0 0.0 9.72 0.78 0.97 7.81 1.45 11.01 0.00 11.01 28 26,27.28,39 9.7 220.0 PA 1.4 2.2 1.6 0.0 11.36 0.76 0,95 7.32 2.13 14.84 000 KM INLET 5 22 22 5.0 0.0 PA 1.0 1.9 0.0 0.0 5.00 010 0.87 9.95 1.07 929 0.00 9.29 23 22,23 5.0 540.0 PA 2.0 2.7 3.3 0.0 830 0.70 0.87 8.32 3.96 28.76 000 28.76 24 2223.24 8.3 310.0 PA 1.0 1.5 3.6 0.0 IIAT 0.70 0.88 1.19 4.49 28.31 000 28.31 25 25 82 0.0 PA 1.0 1.9 0.0 0.0 (20 0.45 0.56 8.36 2.23 10AO 000 10.40 24M 22-25 11.9 0.0 PA 1.0 1.9 0.0 0.0 11.07 0.62 0.77 7.19 6.72 37.25 0.00 37.25 WLET 6 15 15 8.8 0.0 PA 1.0 1.9 0.0 0.0 8.77 0.57 0.71 SA4 2.32 13.35 0.00 13.35 16 15,16 8.8 0.0 PA 2.5 3.0 0.0 0.0 8.77 0.58 0.72 8.14 2.63 15A6 0.00 15.46 17 1 7 8.8 W8.0 PA 3.5 3.6 2.5 0.0 1126 0.61 077 7.35 4.38 2472 0.00 24.72 18 15-1a 113 305.0 PA 1.7 2.5 2.0 0.0 13.31 0.62 0.78 6.86 5.33 28.52 000 28.52 INLET 7 19 19 fi.5 • 0.0 PA 1.0 1.9 0.0 0.0 6.49 0.65 0.81 9.13 2.55 16.89 0.00 16.89 20 1920 IL5 375.0 PA 1.5 2.3 2.7 0.0 9.17 0.65 0.81 8.00 3.95 .25.63 0.00 25.63 21 21 5.1 0.0 PA 1.0 1.9 0.0 0.0 6.05 0.65 0.81 9.36 0.94 7.14 0.00 7.14 20121 19-21 92 552.0 PA 1.0 1.9 4.8 0.0 13.99 0.65 0.81 671 4.89 26.64 0.00 26.64 INLETS 11 11 5.0 0.0 PA 1.0 1.9 0.0 0.0 5.00 0.67 084 915 0,32 2.67 0.00 2.67 12 11,12 5.0 55.0 PA 3.0 3.3 03 0.0 5.27067084 979 2.30 18.88 0.00 18.86 13 11.12,13 5.3 266.0 PA 2.5 3.0 1.5 0.0 6.74087084 9.01 2.71 20.45 000 20.45 14 11. 12.13,14 6.7 120.0 PA 1.0 1.9 1.0 0.0 L79 0.68 US 8.53 2.95 21.28 0.00 21.28 INLET 9 8 8 8.5 0.0 PA 1.0 1.9 0.0 0.0 8.50 0.65 0.81 8.25 2.37 15.86 0.00 15.86 9 8,9 8.5 140.0 PA IS 2.4 1.0 0.0 9.45 0.68 OAS 7.90 3.77 25.23 0.00 25.23 10 10 5.0 0.0 PA 1.0 1.9 00 DO 5.00 070 0.87 9.96 0.78 6.77 0.00 6.77 Will 8-10 9.5 0.0 PA 1.0 1.9 0.0 0.0 9.45 ON OAS 7.90 4.55 3060 000 30.60 INLET 10 i 49 49 5.0 0.0 PA 1.0 1.9 0.0 0.0 5.00 0.85 1.00 9.95 0.28 2.79 0.00 279 1 1, 2, 3, 49 6.2 285.0 PA 5.0 4.3 j 1.1 0.0 7.27 0.55 0.69 6.76 2.38 14.34 0.00 14.34 7 1.2.3.7.49 7.3 250.0 PA 4.8 41 I L0 0.0 8.25 0.44 0.55 8.34 3.53 16.17 0.00 16.17 6 1, 2, 3, 7, 6, 49 8.3 557.0 PA 2.1 2.8 3.3 0.0 11.56 0.53 0.0 7.26 6.21 29.87 0.00 29.87 6A 6A 5.0 0.0 PA 1.0 1.9 0.0 0.0 5.00 0.67 0.84 9,95 0.17 1.42 0.00 1.42 6 1, 2, 3, 7, S. BA, 49 11.6 0.0 PA 1.0 1.9 '1 0.0 0.0 11.58 0.53 0.67 7.26 6.38 30.91 0.00 30.91 INLET 11 40 40 50 0.0 PA 1.0 1.9 0.0 0.0 5.00 0.85 1.00 9.95 0.31 3.08 0.00 3.08 43 40,43,4,5 5.0 470.0 PA 3.5 3.6 2.2 0.0 7.16 0.70 0.88 6.81 1.46 11.31 0.00 11.31 44 40,43.4,5,37,44 71 818.0 PA 3.0 3.3 4.1 0.0 11.24 0.79 0.98 726 3.49 25.22 0.00 25.22 45 40,43.4,5,37,44,45 112 510.0 PA 0.5 1.3 64 0.0 17.60 0.79 0.99 6.01 3.98 23.70 0.00 23.70 46 40,4,5,37,43 16 17.6 190.0 PA 0.5 1.3 2.4 0.0 19.97 0.80 0.99 5.60 4.47 24.91 0.00 24.91 OS6 OS6 6.6 0.0 PA 1.0 1.9 0.0 0.0 6.58 OA5 1.00 9.09 1.02 9.27 0.00 9.27 48 OS6.48 6.6 175.0 PA 1.1 2.0 1.5 0.0 8.03 0.85 1.00 043 1.20 10.12 0.00 10.12 47 OS6.48.47 8.0 375.0 PA 0.5 1.3 4.7 0.0 12.71 0.85 1.00 6.99 1.57 10.97 0.00 10.97 47146 OS6,4,5,F11,37,40,43 48 20.0 0.0 PA 1.0 1.9 0.0 DO 19.97 0.61 1.00 5.60 6.04 33.85 0.00 33.85 MET 12 OS3 OS3 5.0 0.0 PA 1.0 1.9 0.0 0.0 5.00 0.85 1.00 9.95 0.18 1.79 0.00 1.79 OS4 OS4 5.6 00 PA 1.0 1.9 0.0 0.0 5.64 0.85 1.00 9.58 0.36 3.45 0.00 3.45 054 OS3 S4 5.6 0.0 PA 1.0 1.9 0.0 0.0 5.64 0.85 1.00 9.58 0.54 5.17 0.00 5.17 Sloan Rout" Het 1 Het 1 7.3 0.0 PA 0.5 1.3 0.0 0.0 7.27 070 0.88 0.76 6.60 50.59 0.00 50.59 STMI X send 1.2 7.3 26.6 PA 1.0 1.9 02 0.0 7.51 0.89 100 s.86 8.69 75.14 0.00 75.14 STMR-A-3 Nets 14 7.5 596.0 PA 1.1 2.0 SO 0.0 12.52 0.96 1.00 7.03 20.12 141.53 OVO 141.53 WLET5 seats 1-5 12.5 =.1 PA 0.9 1.8 3.1 0.0 ISM OA7 1.00 5.30 26.54 171.28 0.00 171.25 STMW- S He1s 1.6 15.7 24.6 PA 2.1 2.8 0.1 0.0 15.81 0.83 1.00 6.35 32.17 204.33 000 204.33 Het? Het? 14.0 0.0 PA 1.0 1.9 0.0 0.0 13.99 0.65 0,81 6.71 4,89 26.64 0.00 26.64 STMI4 l Hats 7-8 14.0 27.1 PA 0.5 1.3 0.3 0.0 14.33 O66 0.82 6.65 7.84 42.95 0.00 42.95 STMIiA-7 Hets 1-0 15.8 488.9 PA 0.9 1.8 C5 DO 20.26 0 W 1.00 5.56 40.01 221.55 0.00 221.55 STM"-8 Heb 1.8 20.3 2520 PA 0A 1.5 2.9 0.0 2113 0.80 1.00 5.19 4001 20fi.61 '0.00 206.61 FES-A-1 Weis 1-8 23.1 107.1 PA 0.4 1.2 1.4 0.0 24.57 0.80 1.00 603 40.01 200.19 0,00 200.19 HM 10 He110 11.6 0.0 PA 1.0 1.9 x 0.0 0.0 11.58 0.53 0.67 T 26 6.38 30.91 0.00 30.91 STMN l Inlets g.10 11.6 27.2 PA 20 2.7 0.2 0.0 11.75 0.59 074 122 10.93 58,70 0.00 5870 FES411 Bets 9.10 11.8 MA PA 0.3 0.9 4.0 0.0 15.71 0.59 0.74 6.37 10.93 51.80 0.00 51.80 Was it Inks 11 20.0 0.0 PA 1.0 1.9 0.0 0.0 19.97 O3 1.00 5.60 6.0 33.85 0.00 33.85 STMI4E-1 Inets 11-12 20.0 41.7 PA 0.5 1.3 0.5 0.0 20A90.811.00 5.53 6,58 36.36 0.00 3638 Het 12 Hats 11-12 20.5 344.3 PA (L2 O.8 6.9 0.0 27.36 0.81 1.00 475 6.58 31.27 0.00 31.27 Total Flow Nets 1.12 27A 0.0 PA 1.0 1.9 0.0 0.0 27.36 0.65 0.81 4.75 74.08 285.58 0.00 285.58 To D teNgn Pond .� Total Flow Hers 1-13 27.4 0.0 PA 2.0 2.7 0.0 0.0 27.36 0.63 0.78 475 45.59 169.63 0.00 169.0 To Rewalon PoM � (^Ytir"rT'�%'3'°.. 35-3MAG7iTiCte'. Si.vV ro�..exA1aYTuf".i.RitlEi1-.'^=Gul.:x 3Gx Note: a) Codes 0e loaned type for velocity caHlatiars. PA = Pawal. PL = Pa was 6 Lavms, GW = Gmsse l Waterway 7Msw- Graf 11:23 W Y1542005 STREET CAPACITIES I I I I I 1 I I I I I 11 I I I I u I 1 I 1 L i i C O a ? o, d i a t C CL O $ate yak {`m�0p �O si m p O a� m � d map p o_ oo0o 1 oNrnom nY m o m m m y m ° v N 0 0 0 o0c; N M m o C i co�ciooi 3R 0 O O O .. .. .. .. U N :: .. .. .. a v m y O— O OV m �TLL. �. c i Ems0 mmoo ��.00� Ca - m E m dw y * may aLL. a m LL 0 7 0 O O 0 0 N O w LL > � C o 1p V e U a }� 0 a n, aL c atl a m" a cC�7 y d �z 0 v a n sN o o mo moao a a Va Im OE Fc LL (n C o c- a o o M t_Ntaa C m Z v O N a 0 V Z 0 i o } ri gym,, O .0 i A l t MooO q7O- Om7Ny 0000 vOMO 5'AC N N N N M0ao OONi�o�NC 0000 V O d' O00 00 r M O o 0 O N CM' ) N O^ C O O C O m n 00 O N O aC O MOoo OMtOroN O O O O C N 4 0 0� N OD MONO Mf Mow'tY M o 0 o O rn rn m M C 0000 � r N 0 f O Of ON O 0>r O)OOD NY M o o o 00>0) co M C 0000 -li I.: N O t 0 0 M M o o o O M M o Mo N C 0000 4rN6<6 N N co M o 0 o O m M coo q m a 0000 �n fV OfD OC O M O 0 0 O O o N n M C a U 11 C --a :?z, CQ .2ovm >> oo C°° 0)a> 00-0 aoaLL-ra my ' C 0 Ol {Up N o m {{N00 _ N ai C 'o 3 0�� a c W d��� G o 0 0 s v ,p 5 0cc U o a adc �c U Im O -=FL- W U O LL N j p s } a O N 6 > m a ` N a w ri J 3 m co 0 F- N 0 0 0 O co O O N Cl M O C 0 0 0 0 V N C 0 0 O n CO O N C�%000 C CCRO Cn �C Coco y r N O N a O O N O 0 0 0 M^ Y O co M O N N O) M O 0 C.Nj Y M i 0 0 0 0 • N v m m 0 N Cl? 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Y L'LvUmm Lmm mc v'Zou6m` vLL>oo' (ocmWy0. � m o�o m oo3 E °W_Y O ❑ m W m m O U>_ W Um O m a o m75 n > m0 0; cC U 0 m t U— � 0 i3 m m o — E = m ard amu o 7o0 m U M � NOOO. O O C O m O 0 OY 0 ON CO O VC m m > O nO Qa U ~G LLLL N U OC W ma UjO> > u o yG > Um Om 0 y Oo n o n C¢ m O' O m O N K } m O U O C L Q O C 0 O W C c m c a `O U o 0 o m 3 3 L ci U — Q ti 11 M m N N O h p o p � p O p 1 1 .d N MO O � ornmm O N O R w m 0 O N O V O m m O O N NOON N O O Om p O 6 0 i 00 0 N N f V O O Q i(l 0 O O t0 Q N N O O N N m 0 0 0) p O 0 0 N 0 0 f 7 N I V p ui n 6 6 N yiNnowm: O r Cl COV%Cl M O r N , N � x m mr � M 5 O m N O N C I 1 1 I 11 e a ai C O O O _ � � O a C j O N � � O > O m �.•' .q O O N nmy o mm L m aNi � o m o E: O c h m El =e > Ea o n O m U v � L L ° U C C O � N D m y X m 6 O L c m y 0 m U O } O m L N Q O O O n7O N N O O N N y� N .N-y O C N NNOOOtDO00 ONOVQ,�� N � Q O O O O O O O N O O O ro 0 0 N N N O O a w m o o 16 E V O Q .- O f� Q O O O> O O O O N O O Cl! 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L m .... a m o E3 moom Z, a>m2 LL rnB_m sm 3mmVOma m Cm o m �5�tt a ' c o myOyo.�S`oo c.' 10wa E0 m� rnwm cot m o m ? m Lm O 0 f �.e5 E im 3 (vL UO> 4o > aVc N O } 4 U O U m U N L O 4 m m N > m U o> o o o L Y • a m � U I I I I 1 F I I I �I I I UDSEWER CALCULATIONS 0 I 'NeoUDS Results Summary NeoUDS Results Summary Page 1 of 9 Project Title: Lind Property - Main Line "A" ,Project Description: 614-003 Output Created On: 4/15/2005 at 11:01:39 AM Using NeoUDSewer Version 1.5. ,Rainfall Intensity Table Used. Return Period of Flood is 100 Years. 'Sub Basin Information 1 1 1 1 11 I Time of Concentration anhole IID # Basin Area * C Overland (Minutes) Gutter (Minutes) Basin (Minutes) Rain I (Inch/Hour) Peak Flow (CFS) 100 0.01 5.0 0.0 0.0 9.95 14.8 �1 0.01 5.0 0.0 0.0 9.95 14.8 22 0.01 5.0 0.0 0.0 9.95 75.1 300 0.01 5.0 0.0 0.0 9.95 50.5 0 0.01 5.0 5.0 0.0 0.0 0.0 0.0 9.95 9.95 50.5 75.1 ® 0.01 5� 0.01 5.0 0.0 0.0 9.95 75.1 0.01 5.0 0.0 0.0 9.95 108.4 7� 0.01 5.0 0.0 - 0.0 9.95 62.9 700 0.01 5.0 0.0 0.0 9.95 62.9 ® 0.01 5.0 0.0 0.0 9.95 17.6 800 0.01 5.0 0.0 0.0 9.95 17.6 9� 0.01 5.0 0.0 0.0 9.95 144.5 10 0.01 5.0 0.0 0.0 9.95 204.3 13 0.01 5.0 0.0 0.0 9.95 28.5 1300 0.01 5.0 0.0 0.0 9.95 28.5 14 0.01 5.0 0.0 0.0 � 9.95 199.7 15 0.01 5.0 0.0 0.0 9.95 209.6 16 0.01 5.0 0.0 0.0 0.0 9.95 9.95 43.0 26.6 17 0.01 5.0 0.0 1700 0.01 5.0 0.0 0.0 9.95 26.6 18 0.01 5.0 0.0 0.0 9.95 19.6 1800 0.01 5.0 0.0 0.0 9.95 19.6 19 0.01 5.0 0.0 0.0 9.95 206.6 20 0.01 5.0 0.0 0.0 9.95 200.2 2� 0.01 5.0 0.0 0.0 9.95 75.1 12 0.00 0.0 0.0 0.0 0.00 171.4 ifile:HC:\Program%2OFiles\NeoUDSewer\Reports\332272 . 4499.htm 4/15/2005 NeoUDS Results Summary Page 2 of 9 'The shortest design rainfall duration is 5 minutes. For rural areas, the catchment time of concentration is always => 10 minutes. For urban areas, the catchment time of concentration is always => 5 minutes. At the first design point, the time constant is <_ (10+Total: Length/l80) in minutes. When the weighted runoff coefficient => 0.2, then the basin is considered to be urbanized. 'When the Overland Tc plus the Gutter Tc does not equal the catchment Tc; the above criteria supersedes the calculated values. Summary of Manhole Hydraulics,_ ■ • Design Manhole ID # Contributing Area * C Rainfall Duration (Minutes) Rainfall Intensity (Inch/Hour) PeakElevation Flow Ground (Feet) Water Elevation (Feet) Comments (CFS) 100 1.48 5.011 9.95 14.8 46.00 44.38 1 9.95 14.8 46.00 44.30 22 7.55 5.0 9.95 75.1 46.00 40.03 ' 300 5.07 5.0 9.95 50.5 46.00 Fr 46.17 Surface Wate Present �3 5.07 5.0 9.95 50.5 46.00 45.89 4 7.55 5.0 9.95 75.1 40.69 39.36 �� 7.55 5.0 9.95 75.1 39:11 37.45 © 10.89 5.0 9.95 108.4 37.08 36.03 ' 6.33 5.0 9.95 62.9 37.20 37.48 Surface Water Present 700 6.33 5.0 9.95 62.9 37.30 37.79 Surface Water Present 9.95 17.6 37.20 37.19 800 1.77 5.0 9.95 17.6 37.20 37.40 Surface Water Present �9 14.22 5.0 9.95. 141.5 37.67 34.52 10 20.54 5.0 9.95 204.3 32.16 29.27 2.87 5.0 9.95 28.5 32.20 31.82 13 1300 2.87 5.0 9.95 28.5 32.25 32.14 ' 14 15 20.07 21.07 5.0 9.95 199.7 34.97 26.14 t16 4.32 5.0 5.0 9.95 9.95 209.6 43.0 28.28 27.73 22.96 27.47 17 2.68 5.0 9.95 26.6 27.80 28.30 Surface Water 'Present 1700 2.68 5.0 9.95 26.6 27.80 28 42 Surface Water Present 18 1.97 5.0 9.95 19.6 28.04 28 29 Surface Water Present .F -]F---]F--I Surface Water x file:HC:\Program%20Files\NeoUDSewer\Reports\3322724499.htm 4/15/2005 .NeoUDS Results Summary Page 3 of 9 11 1800 1 1.971 5.01 9.95[.1 19.611 28.041 28.44 (Present 19 20.76 5.0 9.95 0.00 206.6 200.2 25.17 21.00 20.57� 20.75 0 7.55 5.0 9.95 75.1 46.00 42.40 ' 12 17.23 5.0 9.95 171.4 32.46 32.40 Summary of Sewer Hydraulics 'Note: The given depth to flow ratio is 0.8 Manhole ID Number Calculated Suggested ' Existin Sewer ID # Upstream Downstream Sewer Diameter (Rise) (Inches) (FT) Diameter (Rise) (Inches) (FT) Diameter (Rise) (Inches) (FT) Width (FT) 303 Round 32.4]1 3311 33 N/A 32 00 Round 32.411 3311 33 N/A 12 00 Round 20.5]1 2111 24 N/A 1011 Ku91 20.]51 2111 24 N/A 224 22 ®E91 37.7JI 4211 42 N/A 45 ®0 Round 37.71 421 42 N/A 707 700 Round 40.1 4]21 36 N/A 76©Round 40.1 42 36 N/A 86 ®©Round 21. 24 21 N/A 808 800 ®E91 21.9 24]1 21 N/A 69 49.2j 5411 54 N/A 912 12 Round 47.7 1 48 54 F N/A 1310 13 10 Round �- 29.911 3011 24 N/A 1313 1300 13 Round 29.8 30 24 N/A 1014 10 14 Round 52.9 54 60 N/A 1415 14 15 Round 49.911 54 60 N/A FI-6151 ERI 33.6 36 36 N/A 1716 17 16 Eidi 29.1 30 30 N/A 1717 1700 17 Round 29.1j 3011 30 N/A 1818 1800 18 Round 19.1. 21 24 N/A 1816 18 16 Round 19.E 21 24 N/A 1519 15 19 Round 60.9 66 60 N/A 1920 19 20 Round 64.5 66 60 N/A 56 © Round 37.7 42 42 N/A 222 22 Round 37.7 42 36 N/A EEIE= 10 Round 44.5 4811 54 N/A Round and arch sewers are measured in inches. 'Box sewers are measured in feet. file: //C:\Program%20F i le s\NeoUD Sewer\Reports\3 322724499.htm ,SA- 4/15/2005 W fl NeoUDS Results Summary Page 4 of 9 'Calculated diameter was determined by sewer hydraulic capacity. Suggested diameter was rounded up to the nearest commercially available size 'All hydraulics where calculated using the existing parameters. If sewer was sized mathematically, the suggested diameter was used for hydraulic calculations. 1 1 1 t Sewer ID Design Flow (CFS) Full Flow (CFS) Normal Depth (Feet) Normal Velocity (FPS) Critical epth -Feet) Critical Velocity (FPS) Full Velocity (FPS) Froude Number Comment 303 50.5 53.0 2.14 10.2 2.32 9.4 8.5 1.21 32 50.5 53.0 2.14 10.2 2.32 9.4 8.5 1.21 12 . 14..8 22.7 1.18 7.7 1.42 6.2 4.7 1.37 101 14.8 22.7 1.18 7.7 1.42 6.2 4.7 1.37 0 224 75.1 100.9 2.25 11.5 2.71 9.4 7.8 1.45 45 75.1 100.9 2.25 11.5 2.71 9.4 7.8 1.45 707 62.9 47.3 3.00 8.9 2.54 9.9 8.9 N/A 76 . 62.9 47.3 3.00 8.9 2.54 9.9 8.9 N/A 86 17.6 15.9 1.75 7.3 1.52 8.0 7.3 N/A 808 17.6 15.9 1.75 7.3 1.52 8.0 7.3 N/A 69 108.4 139.4 2.98 9.7 3.06 9.4 6.81 1.05 912 141.5 197.2 2.82 13.5 3.50 10.7 8.9 1.53 1310, 28.5 16.0 2.00 9.1 1.81 9.5 9.1 N/A 1313 28.5 16.0 2.00 9.1 � 1.81 9.5 9.1 N/A 1014 204.3 286.1 3.12 15.8 ;; 4.07 12.0 10.4 1.71 1415 199.7 327.2 2.82 17.5 4.03 11.8 10.2 2.03 1615 43.0 51.8 2.08 8.2 "� 2.12 8.0 6.1 1.05 1716 26.6 29.1 1.88 6.7 1.77 7.2 5.4 0.87 1717 26.6 29.1 1.88 6.7 ! 1.77 7.2 5.4 0.87 1818 19.6 35.9 1.05 11.7 j 1.59 7.3 6.2 2.25 1816 19.6 35.9 1.05 11.7 1.59 7.3 6.2 2.25 0 1519 209.6 202.3 5.00 10.7 4.11 12.1 10.7 N/A 1920 206.6 171.2 5.00 10.5 4.08 12.0 10.5 N/A 56 75.1 100.9 2.25 11.5 2.71 9.4 7.8 1.45 222 75.1 66.9 3.00 10.6 2.68 11.3 10.6 N/A 1210 171.4 288.4 2.50 18.9 3.79 12.0 10.8 2.34 ' A Froude number = 0 indicated that a pressured flow occurs. 'Summary of Sewer Design Information ' file:HC:\Program%20Files\NeoUDSewer\Reports\3322724�Y 499.htm Invert ElevationI Buried De th Sewer ID Slope % Upstreamli (Feet) Downstream (Feet) jUpstreaml (Feet) D©wnstream (Feet) Comment 4/15/2005 NeoUDS Results Summary Page 5 of 9 303 LL2dl 34.181 34.181 9.071 0.07I ' 32 12 1.00 1.00 34.18 33.98 33.91 33.91 9.07 10.02 , 9.34 10.09 '1 101 224 45 1.00 1.00 r 1.00 33.98 32.80 31.68 33.98 31.68 29.96 10.02 9.70 5.51 10.02 5.51 5.65, 707F 0.50 27.68 , 27.68 6.62 ,, 6.52 76 0.50 27.68 27.49 6.52 6.59 '86F 808 T0-0 1.00 27.63 27.63 27.49 27.63 7.82 7.82 7.84 7.82 ' 69 912F 0.50 1.00 27.49 27.03 27.03 24.62 5.09 6.14 6.14 3.34 1310 0.50 24.38 24.23 5.82 5.93 ' 1313 0.50 24.38 24.38 5.87 5.82 1014 1.20 24.48 21.32 2.68 8.65 '1415 1615 1.57 0.60 21.32 18.27 16.92 16.92 8.65 6.46 6.36 8.36 0 1716 0.50 18.16 18.02 7.14 7.21 1717 0.50 18.16 18.16 7.14 7.14 ' 1818 1816 2.50 2.50 18.20 18.20 18.20 18.02 7.84 7.84 7.84 7.71 1519 0.60 16.92 15.41 6.36 4.76 ' 1920 56 0.43 1.00 15.36 14.90 4:81 <' 1.10 29.96 27.95 5.65 5.63 222F 1210 1.00 2.14 33.92 24.61 32.80 24.05 9.08 3.35 10.20 � 3.61 1 11 1 (file: //C:\Program%20F iles\NeoUDS ewer\Reports\3 32272.499.htm mmary of Hydraulic Grade Line Invert Elevation IL Water Elevation Sewer ID # Sewer Length Surcharged Len th g U stream Downstream U stream Downstream Condition (Feet) (Feet) (Feet) (Feet) (Feet (Feet) 3031 0,111 0.1 34.18 34.18 46.17 45.89 Pressured 32 26.6 26.6 34.18 33.91 45.89 42.40 Pressured 12 6.9 �- 6.9 33..98 33.91 44.30 42.40 Pressured 101 0.1 0.1 33.98 33.98 44.38 44.30 Pressured 224 111.7 111.7 32.80 31.68 40.03 39.36 Pressured 45 171.9 171.9 31'.68 29.96 39.36 37.45 Pressured 707 0.1 0.1 27=.68 27.68 37.79 37.48 Pressured 76 37.8 37.8 27_.68 27.49 37.48 36.03 Pressured 4/15/2005 NeoUDS Results Summary Page 6 of 9 1 F-1 LI 1 86 13.6 13.6 2'7.63 27.49 37.19 36.03 Pressured 808 0.1 0.1 27:.63 27.63 37.40 37.19 Pressured 69 91.9 91.9 2?:49 27.03 36.03 34.52 Pressured 912 241.2 241.2 C;.03 24.62 34.52 32.40 Pressured 1310 29.4 29.4 2�;.38 24.23 31.82 29.27 Pressured 1313 0.1 0.1 2�.38 24.38 32.14 31.82 Pressured 1014 263.1 245.33 2�',.48 21.32 29.27 26.14 -Jump 1415 280.2 268.86 C .32 16:92 26.14 22.96 Jump 1615 225.8 225.8 18.27 16.92 27.47 22.96 Pressured 1716 27.1 27.1 18.16 18.02 28.30 27.47 Pressured 1717 0.1 0.1 18.16 18.16 28.42 28.30 Pressured 1818 0.1 0.1 18.20 18.20 28.44 28.29 Pressured 1816 7.1 7.1 18.20 18.02 28.29 27.47 Pressured 1519 252 252 16.92 15.41 22.96 20.57 Pressured 1920 107.1 107.1 15,.36 14.90 20.57 20.75 Pressured 56 200.6 200.6 29.96 27.95 37.45 36.03 Pressured 222 111.8 111.8 33,.92 32.80 42.40 40.03 Pressured 1210 26.4 � 26.4 24.61 24.05 32.40 29.27 Pressured 'Summary of Energy Grade Line ' Sewer ID # Upstream Manhole Sewer Friction (Feet) i Juncture Losses Bend Lateral Bend K� Lateral K Loss Loss Coefficient (Feet) Coefficient (Feet)ID Downstream Manhole Energy Manhole Elevation # (Feet) Manhole ID # Energy Elevation (Feet) 303 300 47.29 0.00 0.25 0.28 0.00 �3 47.01 ' 32 12 � � 47.01 44.64 0.24 0.03 �0� 1.3� 1.13 0.25 1.47 0 44.16 0.45 0.00 0.00 � 44.16 101 100 44.73 0.00 6.25 0.09 0.00 0.00 40.31 ' 224 22 40.98 0.62 O.QS 0.05 0.00 0.00 ® 4.31 ' 45 707 ® 700 40.31 39.02 0.9.5 0:00 1.01 0.96 0.00 0.00 �5 38.40 O.z;S 0.31 0.00 0.00 �7 38.72 76 . � 38.72 0.33 1.32 1.63 0.00 0.00 © 36.76 ' 86 ® 38.02 0.17 1.32 1.10 0.00 0.00 © 36.76 808 800 38.23 0.00 0.2'S 0.21 0.00 0.00 ® 38.02 '69 912 1310 1313 © �� 13 1300 10 36.76 35.75 33.10 33.42 30.95 0.28 1.24 0.46 0.00 1.50 1.01 0.73 0.00 0.00 �9 35.75 0.2'S 1.32 0.25 1.01 0.31 1.69 0.32 1.70 0.00 0.00 0.00 .0.00 0.00 0.00 0.00 0.00 12 10 13 14 34.20 30,95 33.10 27.75 1014 file://C:\Program%20Files\NeoUDSewer\Reports\3322721499.htm 4/15/2005 NeoUDS Results Summary Page 7 of 9 '1 1415 14 27.751 1.571 0.61 6.081 0.251 1.371 15 24.73 1615 16 28.04 0.93 �� 0.76 0.25 1.63 15 24.73 ' 1716 17 28.76 0.11 �.� 0.60 0.00 0.00 16 28.04 ' 1717 1818 1816 1700 1800 18 28.87 29.04 28.89 0.00 0.00 0.05 0.�� �2,� 1.'_;2 0.11 0.15 0.79 0.00 0.00 0.00 0.00 0.00 0.00 17 18 16 28.76 28.89 28.04 ' 1519 15 24.73 1.62 �� 0.81 0.00 0.00 19 22.29 1920 19 22.29 1.54� 0.00 0.00 0.00 20 20.75 56 5� 38.40 1.11 6.05 0.05 0.25 0.48 © 36.76 222 0 44.16 1.41 �'� 1.77 0.00 0.00 22 40.98 1210 12 34.20 0.20 1.(r1 1.82 0.25 1.23 10 30.95 Bend loss = Bend K * Flowing full vhead in sewer. Lateral loss = Outflow full vhead - Junction Loss K * Inflow full vhead. A friction loss of 0 means it was negligible or possible error due to jump. Friction loss includes sewer invert drop at manhole. 'Notice: Vhead denotes the velocity head of the full flow condition. A minimum junction loss of 0.05 Feet would be introduce, unless Lateral K is 0. Friction loss was estimated by backwater curve computations. ,Summary of Earth Excavation Volume for Cost'Estimate f The user given trench side slope is 1. Manhole ID # Rim Elevation (Feet) Invert Elevation (Feet) Manhole Hight ] 100 46.00 46.00]1 33.98 33.981 F 2.02 12.02 22 46.0011 32.80 F- !0 ' 300 46.001 34.18 f 1.82 0 46.0011 34.18 [____ 2 '®1 5�1 40.6911 39.11 31.68 29.96 F 9.01 9.15 ©1 37.0811 27.491 9.59 �7 37.20 27.68 9.52 700 37.301 27.68 9.62 ®1 37.2011 27.63 ,9.57 8001 37.20 27.63 9.57 37.6711 27.03 r0.64 10 32.16 24.05 F<8.11 13 32.20 24.38 �7.82 1300 32.25 24.38 7.87 14 34.97 21.32 F- t 3.65 i file:HC:Trogram%20Files\NeoUDSewer\Reports\3322724499.htm 4/15/2005 NeoUDS Results Summary Page 8 of 9 15 1 28.28 1 16.92I1 .1.36� '1 16, 17 27.73]1 27.80 18.02 18.161t,.9.64 ' 1700 18 27.8011 28.04 18.16 18.20 �t_ 9.64 9.84 1800 28.0411 18.20�'9.84 ' 19 25.17 15.36 �s 9.81 201 21.0011 14.90 � 6.10 121 1 46.0011 32.46JI 33.91 24.61 1 .2.09 r 7.85 11 ' ' Sewer ID # Upstream Trench Width Downstream A rench Width Trench Wall Earth Volume Length Thickness (Feet) (Inches) (Cubic Yards) On Ground (Feet) At Invert (Feet) On Ground (Feet) fit Invert (Feet) 303 22.3 5.4 22.3 5.4 0.111 3.75 0 ' 32 .22.3 5.4 22.8 5.4 26.611 3.75 141 12 23.5 4.5 23.7 4.5 6.911 3.00 38 ' 101 23.5 4.5 23.51F, 4.5 0.111 3.00 224 24.2 6.2 15.8 6.2 111.711 4.50 525 45 707 15.8 17.6 6.21 5.7I 16.0 17.4 [' 6.2 C 5.7 171.911 0.111 4.50 4.0010 550 76 17.4 5.71 17.5 [', 5.71 37.811 4.00 132 '1 86 18.9 4.21 19.0 [,'� 4.2 13.611 2.75 50 ' 808 69 912 18.9 17.8 19.9 4.21 9.4 9.4 18.]C 19.9 14.3 4.21 D` 9.4 9.41 0.11 91.911 241.21 2.75 5.50 5.50 0 432 1010 1310 15.1 4.51 15.4 [!.4.5 4.5 29.4 0.11 3.00 3.00 75 0 1313 , 15.2 4.5 15.1 1014 13.4 10.0 25.3 C' 10.01 263.1]1 6.00 1435 1415 25.3 17.3 10.0 5.7 20.7 21.1 C 10.01 5.71 280.2 225.8 6.00 4.00 1854 929 1615 '1 ' 1716 18.2 5.1 18.3 j 5.11 27.111 3.50 98 1717 1818 1816 1519 1920 56 18.2 19.2 19.2 20.7 17.6 16.1 5.1 4.5 4.5 10.01 10.0 6.2 18.2 19.2 18.9 17.5 10.2 16.0 5.11 4.51 4.51 F- 10.01 C_ 6.2 10.0 E 0.111 0.111 7.111 25211 107.1 200.6 3.50 3.00 3.00 6.00 6.00 4.50 0 0 27 1279 384 648 file:HC:\Program%20Files\NeoUDSewer\Reports\332272'1499.htm 4/15/2005 eoUDS Results Summary eoUDS Results Summary Page 1 of 4 .Project Title: Lind Property - Phase I roject Description: 614-003 'Output Created On: 4/15/2005 at 12:03:29 PM Using NeoUDSewer Version 1.5. taanfall Intensity Table Used. eturn Period of Flood is 100 Years. tub Basin Information Manhole ID # Basin Area * C 0.01 0.01 Overland (Minutes) 5.0 5.0 Time of Concentration Gutter (Minutes) 0.01i 0.0 Basin (Minutes) 0.0 0.0 Rain I (Inch/Hour) 9.95 9.95 Peak Flow (CFS) 30:6 30.6 100 �1 0.0 0.0 0.0 0.0 9.95 .9.95 58.7 51.8 0.0 0.0 9.951 35.4 300 0.01 5.0 0.0 0.0 9.95 30.9 ' The shortest design rainfall duration is 5 minutes. For rural areas, the catchment time of concentration is always => 10 minutes. For urban areas, the catchment time of concentration is always => 5 minutes. At the first design point, the time constant is <_ (IO+Total Length/180) in minutes. When the weighted runoff coefficient => 0.2, then the basin is considered to be urbanized. 'When the Overland Tc plus the Gutter Tc does not equal the catchment Tc, the above criteria supersedes the calculated values. 1 0 Summary of Manhole Hydraulics Design Manhole Contributing * Rainfall Duration Rainfall Intensity peak Flow Ground Elevation Water Elevation Comments ID # Area C (Minutes) (Inch/Hour) (CFS) (Feet) (Feet) 100 3.08 5:0]1 9.95 30.6 23.28 22.47 3.08 5.0 9.95 30.6 23.28 22.10 C� 5.011 9.95 58.71 22.97 20.92 ®1-77�:]o 0.0 0.00 51.81 21.00 20.75 F1 �] 3.56l 5.011 9.95 35.4 23.04 22.14 C� 300 3.11 5.011 9.95 30.9 23.041 22.67 [� file: //C:\Program%20F iles\NeoUDS ewer\Reports\3 32272820 8.htm 4/15/2005 eoUDS Results Summary. ummary of Sewer Hydraulics Page 2 of 4 ote: The iven de th to flow ratio is 0.8. Manhole ID Number Calculated Suggested Existin Sewer Sewer Diameter (Rise) Diameter (Rise) Diameter (Rise) Width ID # Upstream Downstream Sha a (Inches) (FT) ' (Inches) (FT) (Inches) (FT) (FT) 101 100 Round 30.6 30.6 33 33 24 24 N/A N/A 12 OC��� Round 32 OLD Round 24.9 27 27 N/A 303 300 3 Round 23.7 24 27 N/A 24 r2®Round 44.5 48 42 N/A 'Round and arch sewers are measured in inches. Box sewers are measured in feet. 'Calculated diameter was determined by sewer hydraulic capacity. Suggested diameter was rounded up to the nearest commercially available.size All hydraulics where calculated using the existing parameters. 'If sewer was sized mathematically, the suggested diameter was used for by calculations. Sewer Design Flow Full Flow Normal Depth Normal Velocity Critical Depth Critical Velocity Full Velocity Froude Number Comment ID (CFS) (CFS) (Feet) (FPS) (Feet) (FPS) (FPS) 101 30.6 16.0 2.00 9.7 9.7 1.84 1.84 10.1 10.1 9.7 9.7 N/A N/A 12 30.6 16.0 2.00 12.3 1.99 9.5 8.9 1.85 LJ C� 32 35.4 43.9 1.53 12.0 1.91 8.6 7.8 1.94 303 30.9 43.9 1.39 > 8.4 6.1 N/A 24 58.7 50.4 3.50 6.1 2.40 ' A Froude number = 0 indicated that a pressured flow occurs. 7 CI 1 1 Summary of Sewer Design Information Invert Elevation Buried De th Sewer ID Slo e upstream Downstream Upstream Downstream Comment /o (Feet) (Feet) (Feet) (Feet) 101 0.50 15.49 15.49 5.791[5.79 0 12 0.50 15.49 15.45F7 5.79 5.51 32 2.00 15.99 15.45 4.80 5.27 �� 303 2.00 15.99 15.99 4.80 4.80 �� 24 0.25 15.45 14.89 4.02 2.61 ' Summary of Hydraulic Grade Line file://C:\Program%20F i les\NeoUDS ewer\Reports\3 3 22728208.htm 4/15/2005 <Te. TTT1Q Rneidtc Rnmmary Page 3 of 4 Invert Elevation Water Elevation Sewer ID # Sewer Length Surcharged Length Upstream Downstream Upstream Downstream am (Feet) Condition (Feet) (Feet) (Feet) (Feet) (Feet) 22.47 22.10 Pressured 101 12 -0.1 �_J1 0.1 i� 15.49 15.49 15.49 15.45 22.10 20.92 Pressured 32 27.2 27.2 15.99 15.45 22.14 20.92 Pressured 303 0.111 0.1 15.99 15.99 22.67F 22.14 Pressured 24 222.4 222.4 15.45 14.89 20.92 20.75 Pressured rummary of Energy Grade Line Upstream Manhole Sewer Manhole EnerSewer ID # ID # [Elevatfoyn Friction �\ lFnnA t--____., r nnwnctrteam Manhole Lateral Energy Bend K Bend Loss Lateral K Loss Manhole Elevation Coefficient (Feet) Coefficient (Feet) ID # (Feet) 101 100 23.94 0.00 0.25 0.37 0.00 0.00 L 1 23.5 12 �� 23.57 0.13 1.32 1.94 0.00 32 23.37 0.35 1.01 1:24 0.25 0.27]�� 21.5 303 300 23.60 0.00 0.25 0.23 0.00 0.00 �� 23.3 24 r 2 21.50 0.75 0.05 0.00 0.00 0.00 20.7 Bend loss = Bend K * Flowing full vhead in sewer. 'Lateral loss = Outflow full vhead - Junction Loss K * Inflow full vhead. A friction loss of 0 means it was negligible or possible error due to jump. Friction loss includes sewer invert drop at manhole. 'Notice: Vhead denotes the velocity head of the full flow condition. A minimum junction loss of 0.05 Feet would be introduced unless Lateral K is 0. ''Friction loss was estimated by backwater curve computations. ' Summary of Earth Excavation Volume for Cost Estimate ' Tl 1 Manhole ID # Rim Elevation (Feet) Invert Elevation (Feet) Manhole Height (Feet) 7.79 100 23.28 15.49 23.281 15.49 7.79' 0 22.97 15.45 :7.52 ®1 21.0011 14.89 6.11 0 23.04 15.99 7.05 300 23.04F 15.99 7.05 IL file://C:\Program%20Files\NeoUDSewer\Reports\3322728208.htm 4/15/2005 eouvN Kesults Jummary Yage 4 of 4 Upstream Trench Downstream Trench Width Width Earth Sewer ID On Ground At Invert On Ground At Invert Trench Length Wall Thickness Volume # (Feet) (Feet) (Feet) (Feet) (Feet) (Inches) (Cubic Yards) 101 15.1 4.5 15.1 4.5 0.1]1 3.000 12 15.1 4.5 14.5 4.5 711 3.00 17 32 13.3 4.8 14.3 4.8 27.2 3.25 60 303 13.3 4.8 13.3 4.8 0.1 3.25 0 24 12.8 6.2 10.0 6.2 222.411 4.50 460 'Total earth volume for sewer trenches = 538.31 Cubic Yards. The earth volume was estimated to have a bottom width equal to the diameter (or width) of the sewer plus two times either 1 foot for diameters less than 48 inches or 2 feet 'for pipes larger than 48 inches. If the bottom width is less than the minimum width, the minimum width was used. The backfill depth under the sewer was assumed to be 1 foot. The sewer wall thickness is equal to: (equivalent diameter in inches/ 12)+1 1 1 1 file:HC:\Program%20Files\NeoUDSewer\Reports\3322728208.htm 4/15/2005