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1410 SEINER DR FISHERMAN JACKS 2025-08-21
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1410 SEINER DR FISHERMAN JACKS 2025-08-21
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8/21/2025 2:07:55 PM
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6/20/2025 10:28:40 AM
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Street Name
SEINER DR
Street Number
1410
Tenant Name
FISHERMAN JACKS
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Anaylsis: Fisherman's Harbor A System - Peak Backwater Analysis <br />Flow Inputs from MGSFIood with Treatment System <br />Calculated By: CWC <br />Date: 10/23/2016 <br />Fisherman's A 25 Year <br />1 of 1 Sheet <br />I Check By: CRW <br />"Calculations based on MGS Flood Model Discharge Values and Tailwater Elevation Includes a 2ft Consideration for Sea Level Rise <br />Location <br />Discharge <br />Capacity <br />Design <br />Drain Profile <br />HGL Calculations <br />Drain <br />Located On <br />Pipe ID <br />Source of <br />Drainage <br />Drainage <br />Area (A) <br />MGS Flood <br />Flow (cfs) <br />Total Flow <br />(cfs) <br />Pipe <br />Diameter (ft) <br />Pipe Slope <br />(ft/ft) <br />Max <br />Velocity <br />ft s <br />Actual <br />Velocity <br />ft s <br />Pipe <br />Capacity <br />cfs <br />Length (ft) <br />Rim Elev. <br />Hf <br />He <br />Hex <br />Hb <br />WSEL <br />2WSEL <br />Freeboard <br />CB 122 <br />120 <br />A3+A4 <br />0.64 <br />0.43 <br />0.43 <br />1.0 <br />0.0051 <br />3.51 <br />0.54 <br />0.43 <br />53.84 <br />19.01 <br />0.007 <br />0.000 <br />0.002 <br />0.000 <br />0.009 <br />15.164 <br />3.846 <br />CB 121 <br />119 <br />Al+A2 <br />0.54 <br />0.35 <br />0.78 <br />1.0 <br />0.005 <br />3.47 <br />0.99 <br />0.78 <br />74.78 <br />18.69 <br />0.030 <br />0.015 <br />0.008 <br />0.009 <br />0.062 <br />15.155 <br />3.535 <br />CB 119 <br />117 <br />A7 <br />0.04756 <br />0.03 <br />0.85 <br />1.5 <br />0.005 <br />4.55 <br />0.48 <br />0.85 <br />16.5 <br />17.99 <br />0.001 <br />0.004 <br />0.002 <br />0.004 <br />0.011 <br />15.093 <br />2.897 <br />CB 120 <br />118 <br />A8 <br />0.063245 <br />0.04 <br />0.04 <br />1.0 <br />0.0051 <br />3.51 <br />0.05 <br />0.04 <br />15.03 <br />17.99 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />0.000 <br />15.093 <br />2.897 <br />CB 123 <br />123 <br />A14+A15+A19 <br />0.447595 <br />0.31 <br />4.29 <br />2.0 <br />0.0012 <br />2.70 <br />1.37 <br />4.29 <br />33.14 <br />18.23 <br />0.010 <br />0.029 <br />0.014 <br />0.020 <br />0.074 <br />14.994 <br />3.236 <br />CB 113 <br />112 <br />A6+A13 <br />0.9887921 <br />0.66 <br />0.66 <br />1.5 <br />0.005 <br />4.55 <br />0.37 <br />0.66 <br />126.12 <br />18.17 <br />0.004 <br />0.002 <br />0.001 <br />0.002 <br />0.009 <br />15.204 <br />2.966 <br />CB 112 <br />111 <br />A18+A22 <br />0.905091 <br />0.60 <br />0.60 <br />1.0 <br />0.0049 <br />3.44 <br />0.77 <br />0.60 <br />20.22 <br />17.94 <br />0.005 <br />0.000 <br />0.005 <br />0.000 <br />0.009 <br />15.213 <br />2.727 <br />CB 114 <br />114 <br />A5+Al2 <br />1.149111 <br />0.76 <br />2.02 <br />1.5 <br />0.005 <br />4.55 <br />1.14 <br />2.02 <br />117.13 <br />18.74 <br />0.037 <br />0.020 <br />0.010 <br />0.014 <br />0.081 <br />15.195 <br />3.545 <br />CB 115 <br />113 <br />A17 <br />0.064561 <br />0.00 <br />2.03 <br />1.5 <br />0.005 <br />4.55 <br />1.15 <br />2.03 <br />36.71 <br />18.74 <br />0.012 <br />0.000 <br />0.010 <br />0.000 <br />0.022 <br />15.217 <br />3.523 <br />CB 117 <br />115 <br />A16+A21 <br />0.398967 <br />0.27 <br />0.27 <br />1.0 <br />0.005 <br />3.47 <br />0.34 <br />0.27 <br />78.16 <br />18.24 <br />0.004 <br />0.000 <br />0.001 <br />0.000 <br />0.005 <br />15.118 <br />3.122 <br />CB 1161 <br />116 <br />A9+All <br />0.706232 <br />0.471 <br />2.761 <br />2.01 <br />0.00131 <br />2.811 <br />0.881 <br />2.761 <br />20.51 <br />18.241 <br />0.003 <br />1 0.012 <br />1 0.006 <br />1 0.010 <br />1 0.031 <br />15.114 <br />3.126 <br />CB 118 <br />121 <br />A24+A25+A10 <br />0.373788 <br />0.251 <br />3.861 <br />2.01 <br />0.0011 <br />2.471 <br />1.231 <br />3.861 <br />106.521 <br />18.491 <br />0.026 <br />1 0.023 <br />1 0.012 <br />1 0.027 <br />1 0.089 <br />15.083 <br />3.407 <br />CB 124 <br />122 <br />A20+A23 <br />0.179191 <br />0.12 <br />0.121 <br />1.01 <br />0.00511 <br />3.511 <br />0.151 <br />0.121 <br />0.001 <br />18.251 <br />0.000 <br />1 0.000 <br />1 0.000 <br />1 0.000 <br />0.000 <br />14.994 <br />3.256 <br />CB 125 <br />124 <br />0 <br />0.00 <br />1 2.01 <br />0.00121 <br />2.701 <br />0.001 <br />0.001 <br />0.001 <br />18.821 <br />0.000 <br />1 0.000 <br />1 0.000 <br />1 0.000 <br />1 0.000 <br />14.92 <br />3.900 <br />Manning's Coefficient Note: <br />Material n Estimated HGL at CB 125 1.) See attached Backwater Sheets for details of headloss downstream of CB 125 <br />CPEP 0.012 <br />14.92 <br />
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