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5901 23RD DR W SEAWAY CORP 3C 2025-07-29
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5901 23RD DR W SEAWAY CORP 3C 2025-07-29
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Last modified
7/29/2025 11:12:19 AM
Creation date
7/29/2025 11:12:18 AM
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Address Document
Street Name
23RD DR W
Street Number
5901
Tenant Name
SEAWAY CORP 3C
Notes
STORM DRAINAGE ANALYSIS
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II <br /> II <br /> 11 <br /> A Critical Failure Surface Searching Method, Using A Random <br /> I/ Technique For Generating Circular Surfaces, Has Been Specified. <br /> 100 Trial Surfaces Have Been Generated. <br /> Eachli <br /> 10Points Equally Spaced <br /> 10 Surfaces Initiate From Of q y p <br /> Along The Ground Surface Between X = 28.00 ft. <br /> IIand X = 80.00 ft. <br /> Each Surface Terminates Between X = 158.00 ft. <br /> 11 and X = 280.00 ft. <br /> II Unless Further Limitations Were Imposed, The Minimum Elevation <br /> At Which A Surface Extends Is Y = 2.00 ft. <br /> 3 .00 ft. Line Segments Define Each Trial Failure Surface. <br /> 11 <br /> IFollowing Are Displayed The Ten Most Critical Of The Trial <br /> Failure Surfaces Examined. They Are Ordered - Most Critical <br /> First. <br /> II <br /> * * Safety Factors Axe Calculated By The Modified Bishop Method * * <br /> IIFailure Surface Specified By 59 Coordinate Points <br /> II Point X-Surf Y-Surf <br /> No. (ft) (ft) <br /> II 1 28.00 20.00 <br /> 2 30.65 21.41 <br /> 3 33.29 22.83 <br /> 4 35.94 24.25 <br /> II 5 38.57 25.67 <br /> 6 41.21 27.11 <br /> 7 43.84 28.55 • <br /> 8 46.47 29.99 <br /> 1 9 49.10 31.44 <br /> 10 51.72 32.90 <br /> 11 54.34 34.36 <br /> II 12 56.96 35.83 <br /> 13 59.57 37.30 <br /> 14 62.18 38.78 <br /> 15 64.79 40.27 <br /> II <br /> II <br />
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