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I IJLL1\ '.- . 1 +_v_ i . .. . , _ _ <br /> ENGINEERS & GEOLOGISTS - 2P3/386/61-1 <br /> f I TEST BORING LOG rn : <br /> TYPE: 3 1/2" AUGER ELEVRT I DN s- ExmINc GROUND SURF - BORING' No 2 <br /> CL Soft to stiff black silly fine sandy- <br /> 2, 4 <br /> andy-2. 14 109 18 ?` 1$ j'' clay <br /> 114 17 14 1.:4 1 I <br /> Dense tan-brown with rust-brown silty j <br /> *' fine sand (locally cloyey) <br /> SM <br /> 2.8 109 20 41 1.4 <br /> ti <br /> 10 <br /> 3.6 107 121 1 43. 1.4 3 ML <br /> -- •- - - - - - - - -- - - - �- - - - - <br /> -vvSemlcompact brown silty fine sand <br /> 15 y,i , <br /> 102 23 20 1.4 4SM <br /> - - - - - - - - - - - - - - - - - --- - - - i <br /> :_=•r Compact to dense brown/ brown and <br /> 20 i' :• wh I to fine sand with medium to coarse { <br /> 114 $ 26 1.4 5 sand and local fine gravel <br /> 25 k <br /> 118 6 54 1 1.4 6 1 SP <br /> 30 <br /> 126 12 42 1-4 7 1 <br /> - - - - - <br /> Denise brown slightly clayey f i tie <br /> 35 _• ML sandy silt <br /> 54 1 .4 8 '�� <br /> No free groundwater encountered 3-27- <br /> 87. Hole backfilled per County <br /> � requirements. <br /> 40 <br /> 1 <br /> 71 <br /> �� � Ln <br /> inGGm BYj GDA mu-, 3--27-87- <br /> FISiRE 1 <br /> MW 2 13F 9 <br />