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�f■■■■' ^•�� ENEI NEERS~& G£QLOGIST5 2P3/386/61-1 <br /> rc F' <br /> - TEST BORING LOG <br /> TYPE: 3 1/2" AUGER ELEVAT ION: Eximm g mm suwpcE BORING No 5 <br /> ML (5em1compoct) block slightly clayey <br /> sandy silt <br /> S 111 16 18 2. 5 1 , - _ - - - -- - - - - _ - - _- ._- - __ <br /> Sam Icompact light grey Inter Iayered <br /> 5 coarse-very coarse sand and tan <br /> 2.5 108 21 <br /> 107 18 18 1 . 4 2A 2B .y ML slightly clayey fine--coarse sandy slit <br /> �' <br /> Ir <br /> i <br /> Very dense brown/ orange-brown silty ' <br /> 12 13 125 1 .4 3 10 medium-very coarse sand with � <br /> occasional fine gravel <br /> i <br /> t <br /> 15- <br /> 76+ 1.4 4 1 SM <br /> i <br /> f' <br /> 121 13 104 1.4 5 20 <br /> _ I <br /> �• I <br /> ly — -- - ---- - - - — — .--.— — - - — - - <br /> 25 ti Compact brown sandy silt/ silty sand <br /> ML <br /> 32 1.4 6 <br /> 30 <br /> '+ 5M <br /> F 25 1 1.4 7 1 <br /> I <br /> } CL Hard gray-brown/ orange--brown sandy <br /> 35 ,. clayey silt <br /> 104122 43 1 1.4 8 1 <br /> Groundwater measured 4.5 ft depth 4-7- <br /> 87. Hole backfilled per County <br /> requirements j <br /> 40- <br /> LU <br /> i <br /> 111LL <br /> Uj <br /> 1�Wg}1 "¢rR ~o �nm�n eYI JPS 1 4-7-87 i <br /> FIGURE I <br />