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GeoEngineers Figure A-7 <br /> Operator: WALSH CPT Date/Time: 9/15/2016 1:33:46 PM <br /> Sounding: CPT-01 Location: Fisherman's Harbor Multi-Family Development <br /> Cone Used: DDG1368 Job Number: 23360-003-00 <br /> GPS Data: NO GPS <br /> Tip Resistance Friction Ratio Pore Pressure Soil Behavior Type* SPT N* III <br /> Qc TSF Fs/Qc(%) Pw PSI Zone: UBC-1983 60% Hammer <br /> 0 500 0 8 -20 50 0 12 0 80 <br /> 0 l—_I---+- III I I :1-fi <br /> l 1 1 �� . <br /> C <br /> j" 1 1 1 <br /> 1 <br /> 1 <br /> 10 1_J_-_- _I - _ __1__1_ 1_I J11L <br /> — <br /> I11 <br /> 1 <br /> 2 r- <br /> , <br /> 20 T 1 7 T T 1 r7 T 7- 7TTr 1-11 <br /> I <br /> � I <br /> I I <br /> `1----C,,,, ( 1 <br /> 2-3 <br /> -.,-----. I <br /> 1 (I ) <br /> 30 1- 1--1--J- -I-_1 J_,1-- <br /> I L--' • <br /> Depth J <br /> (ft) L—� 1 <br /> 1 1 <br /> I I a 1 1 1 <br /> "--F--I 1 1 1 <br /> .---. fr-r- (----- 1 <br /> T. <br /> 50 +-4------I- 4- -1 +- ------4+4- -1--+-4--+-- <br /> I <br /> 60 — — — — <br /> 1 I 1 <br /> 1 1 1 <br /> • <br /> 1 1 <br /> 70 <br /> Maximum Depth=49.70 feet Depth Increment=0.164 feet <br /> 1 sensitive fine grained I 4 silty clay to clay ■7 silty sand to sandy silt 110 gravelly sand to sand <br /> 2 organic material 15 clayey silt to silty clay 8 sand to silty sand 'I 11 very stiff fine grained(*) <br /> I 3 clay II 6 sandy silt to clayey silt 9 sand I 12 sand to clayey sand(*) <br /> In Situ Engineering <br /> .,:I L...L.....:... .,.........I CfIT L........J.....J....f.......1 I�l 1107 <br />