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Boning No HA4 <br /> TEST BORING REPORT File No 29626-000 <br /> Sheet No 2 of 2 <br /> o Gravel Sand I <br /> Z _ Q Visual-Manual Identification and Description „ �, E N <br /> w 2 p C O d C C C LT <br /> a E a E a- � � (Dens itylconsistency color GROUP NAME max particle size � LL � � � L � m3n structure odor moisture optional descriptions geologic interpretation) o o a o 2 <br /> 20 <br /> 25 <br /> S1 28 0 SP Brown poorly-graded SAND with silt(SP) mps = 1 5 mm no apparent 0 0 15 60 20 5 <br /> 1 1 24 300 structure, no odor,wet FID=0 010 0 ppm <br /> FLUVIAL DEPOSITS- <br /> so 30 0 BOTTOM OF EXPLORATION AT 30 0 FEET <br /> Borehole tremmie grouted upon completion <br /> I <br /> Asphalt patch applied to surface j <br /> i <br /> I <br /> d <br /> 4 <br /> f <br /> i0 <br /> Z <br /> 1 I � <br /> U <br /> I � A <br /> I � <br /> I U <br /> m <br /> I � <br /> j � m <br /> I y <br /> a <br /> a <br /> F 'SPT-Sampler blows per S In 'Maximum particle size(mm)is determined by direct observation within the limitations of sampler size Boring NO HA-4 <br /> U <br /> NOTE Soil Identification based on visual manual methods of the USCS as practiced by Ha <br /> ley&Aldrich Inc <br /> ' k Indicates the use of a 3"sampler and 3001b hatntner <br />