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1 <br />1 <br />I <br />1 <br />1 <br />1 <br />1 <br />I <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />i <br />1 <br />1 <br />1 <br />1 <br />EMPIRE ENGINEERING & TESTING INC. <br />SOIL BORING LOG LEGEND <br />BOMNG NQ PROJECT NO. <br />ELEV SOIL DESCRIPTION PENETRATION - SLOWS/ FT <br />0 S 10 20 30 40 s0 80 100 <br />0 WELL GRADED GRAVEL OR Bl)WS per foc t a <br />GRAVEL -SAND MIXTURE GW +.'° mi 1point of 2" ri <br />POORLY GRADED GRAVEL OR <br />p nd sa ple dep h <br />GRAVEL -SAND MIXTURE GP :0.I <br />5 <br />SILTY GRAVEL GM <br />CLAYEY GRAVEL <br />.L?E L L: '9 RAD hD s. SA ND <br />10 <br />POORLY GRADED SAND <br />SILTY SAND <br />15 CLAYEY SAND <br />INORGANICS SILT AND VERY <br />FINE SAND OR CLAYEY SILT <br />[LEAN CLAY WITH LOW TO <br />MRT►TIIM P1_AST7CTTY <br />GC <br />ORGANICS SILT -CLAY OF <br />LOW PLASTICITY <br />Ul. <br />.. 1. <br />� <br />a <br />SILTY OR MICACEOUS SOILS, <br />o.r <br />SWo <br />�.'; <br />I I <br />Un <br />)stur <br />SP <br />i <br />Sa <br />ples <br />:.. • <br />SM <br />SC <br />ML <br />rl <br />0 <br />ORGANICS SILT -CLAY OF <br />LOW PLASTICITY <br />Ul. <br />.. 1. <br />� <br />SILTY OR MICACEOUS SOILS, <br />MH <br />I I <br />ELASTIC SILT <br />FAT CLAY WITH HIGH CH <br />5 PLASTICITY VA <br />ORGANICS CLAY OF MEDIUM OH <br />00 r, <br />TO HIGH PLASTICITY. ORGANICS SIL' 0 4" Pei etra i i <br />PEAT AND OTHER HIGHLY PT i5ene rat) n a <br />SO B ows) <br />ORGANICS SOILS <br />Cored 60. <br />SOILS NOT CLASSIFIED TIS in 4., <br />CRT- (Uro unF Wa— er 'FaFle7 <br />Date Observed <br />Refusal to Drilling <br />Action <br />covdry: 191X1 Prdsslli <br />Penelrotion number of blows required of 140 lb. hammer tolling 30 in. to drive 2 in 0 D split spoon sompler <br />one foot. <br />REMARKS: Soils classified according to <br />Unified Soils Classification <br />System. <br />