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1 <br /> Boning No HA-5 <br /> TEST BORING REPORT File No 29626-000 <br /> Sheet No 2 of 2 <br /> o E s o Gravel Sand <br /> z 5 2 CLE Visual-Manual Identification and Description �, „ E h <br /> Y 4 V 0 � d N b N d V c <br /> n CM <br /> E °� E ci Densit Iconsisten color GROUP NAME max article size= ° E ° °' L u <br /> [L U ( Y cY P U u U u ti ] n m <br /> QCa tL v structure odor moisture optional descriptions geologic interpretation) a a o a a F o- N <br /> 20 Hydropunch water sample collected from 20 ft to 24 ft at 11 20 on <br /> 416/04 <br /> FLUVIAL DEPOSITS <br /> 240 BOTTOM OF EXPLORATION AT 24 0 FEET <br /> Borehole tremmie grouted upon completion <br /> Asphalt patch applied to surface <br /> S <br /> 0. <br /> a <br /> R� <br /> i <br /> .i <br /> a <br /> a <br /> i <br /> 1 PI <br /> ° <br /> J <br /> [iZl <br /> G <br /> 4 <br /> U <br /> ' O <br /> C7 <br /> V <br /> J <br /> l7 <br /> m <br /> VJi <br /> U <br /> N 'SPT a Sampler blows per 6 in 'Maximum particle size(mm)is determined by direct observation within the limitations of sampler size <br /> U Boring No HA- <br /> NOTE Soil Identification based on visual manual methods of the USCS as practiced by Haley&Aldrich Inc <br /> *Induates the use of a 3"sampler and 300 Ib hammer <br />