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Fisherman's Harbor Multi-Family Development Figure A-6 <br /> CP-01 Shear Wave Velocity Plots <br /> D�th 2.133ft . Delay 10.62ms <br /> • Velocity* <br /> Depth 8.694ft Delay 27.97ms <br /> Ref 2.133ft _a__ Velocity 337.80ft/s <br /> Depth 15.092ft4 Delay ty.98ms <br /> 391. <br /> _._ ,.- Velocity 391.72ft/s <br /> Ref 8.694ft � �--._- � � � <br /> Depth 21.654ft - I Delay 59.37ms <br /> Ref 15.092ft _ � . , _ Velocity 422.97ft/s <br /> Depth 28.051ft Delay 69.88ms <br /> Ref 21.654ft _ i <br /> _ Velocity 606.26ft/s <br /> Depth 34.613ft Delay 76.17ms <br /> Ref 28.051ft _______ Velocity 1040.59ft/s <br /> Depth 41.011ft Delay 82.34ms <br /> Ref 34.613ft _ _.__� Velocity 1034.73ft/s <br /> Depth 47.572ft I Delay 88.24ms <br /> Ref 41.011ft _„- _"_� _ r Velocity 1111.O1ft/s <br /> Depth 49.869ft Delay 90.46ms <br /> Ref 47.572ft --- t <br /> .__-__� -__ __H - Velocity 1030.37ft/s <br /> 0 20 40 60 80 100 120 140 160 <br /> Time (ms) <br /> • Hammer to Rod String Distance 0.7 (m) <br /> * = Not Determined <br /> • <br /> In Situ Engineering <br />