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0 <br />5 <br />10 <br />15 <br />20 <br />ayi <br />• , <br />-' 25 <br />1 <br />d <br />0 <br />30 <br />35 <br />1~ <br />=15107 <br />wC= 4,0 <br />LL=24,4 <br />PI=14,1 <br />-200=35 <br />LL=19,0 <br />PI=6,5 <br />-200=14 <br />-~ <br />NP <br />-2G0=0 <br />LL=24,5 <br />P1=11,8 <br />-200=9 <br />NP <br />-200=6 <br />Hole 4 <br />18/12 <br />32/12 1IC=12.2 <br />LL=33.3 <br />PI=18.3 <br />-200=93 <br />°j Total hole <br />depth - 52' <br />Hole 2 Hole 3 <br />Hole <br /> <br />mole 6 i <br />Hole 7 <br />LEGEND: <br /> ' 0 <br />Topsoil, silty clay, some gravel I <br /> <br />I surface, dry, light brown <br /> I <br />5 <br />© <br />Clay (C L) slightly to very sand, <br />2]/12 i ~ occasional gravel and cobbles, <br /> 17/12 I stiff to very stiff. slightly moist„ <br /> <br />WC=5.5 <br />' light brown to brown <br /> LL=25.1 <br />PI=12.0 <br />10 <br />Sand and Gravel (SC-GC) clean to <br /> -200=64 ~ ~ clayey, scattered cobbles to ±10" <br /> medium dense to dense. moist <br /> <br />' <br />y ~ <br />® <br />Llays[one bedrock, hard, moist, <br />i <br /> <br />I ~ <br />15 gray-brown <br /> LL=32.1 Disturbed Standard Split Spoon; the <br /> PI=15.4 symbol 32/12 indicates that 32 61ows <br /> -200=21 1 20 I of a 140-pound hammer falling 30 <br />LL=19,3 ~ ~ inches were required to drive the <br />P1=7,7 ~ sampler 12 inches. <br />-200=12 ~ (Note: 3 attempts made) ~ ~ <br /> 4 <br /> I ~ ~; Auger Sample <br /> <br />25 <br />~ <br />.. <br />L 1 <br /> <br />~ 1 <br />~ <br /> <br />~ n <br />- <br />~ Depth at which hole caved <br /> Practical rig refusal <br /> 30 i <br /> NOTES: <br /> <br />~ i <br />~ <br />I) <br />Test holes were drilled on ~ul~ 7 ;nc <br /> i, 35 12, 1978 with a 4-inch cOn[in~_~us flicht <br /> I ~ power auger, <br /> I 2) No free water was found at tie ti-~ ~~ <br /> drilling, <br /> 40 3) '~C = stater Con:=r.t I'); <br /> lL = Liquid Li-it !o=~); <br /> <br /> 5 <br />ij <br />Hole 1 <br />