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F KA I SER BORING v1301 <br /> RULED 10/0 4 94 RIG TYPE CME-,-5H[ <br /> N MATERIALS DESCR]PTIOtV REMARKS <br /> $ I H�yyl <br /> 100 10 0 % <br /> --- <br /> 13 / CLAYEY SILT (ML) damp tlark yellowish Drown <br /> (IOYR 4/6) low plasticity firm <br /> 100 10 0 _ <br /> 10 SANDY SILT (ML) damp dark yellowish brown (10�R 4/6) <br /> low to medium plasticity fine angular sand mixed <br /> s composition <br /> 8 = <br /> 100 7 0 =_ <br /> 0 8 AS above at 35 bgs <br /> 10 __- <br /> Boring termigrouted <br /> to su 4f bgs <br /> Banng groutetl to surface with <br /> cement/bentonite grout <br /> 7 <br /> 4 <br /> 1 <br /> 6 <br /> UMBER 41820-001-00 PAQC R OF 2 <br /> 94 <br />