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Boring Log B-3 <br />STANDARD PENETRATION LAB <br />Soil Descriptions <br />RESISTANCE TESTS <br />C e wd Surface Devellall M Fort -Ire In <br />Death <br />reef <br />semi <br />• Issas par rest <br />1 to i00 <br />Loose.moist, gro% slightly silly, gravelly <br />S-t <br />Medium still to still, damp. gray to brown <br />(mottled), slightly, sandy SILT. <br />S-2 <br />5 <br />I <br />s-3 <br />Medium dense, damp, brown. slightly silly, <br />10 <br />roe SAND. <br />S-4 <br />Very dense, damp, goy, slightly silty. <br />sandy GRAVEL <br />15 <br />S-5 <br />/4 <br />>. <br />Very dense, damp, brown, silly, fine SAND. <br />°A1� <br />S-6 <br />20 <br />S-7 <br />25 <br />Hord, damp to dry, slightly sandy SILT. <br />S-e <br />Bottom of Boringg at 29.0 reel. <br />Completed 1/4/90. <br />15 I s� <br />so <br />.5 <br />so <br />55 <br />60 <br />1. Refer Is rpure A-1 tar explanation of desvetiolls <br />and 1"bals. <br />2. Soil deacrVtions and slratuln limn are interpretive <br />and actual changes May be goad. <br />3. Groundwater lc%vi. if lnEcaled. +s a1 tYne of billing <br />fAm1 ,.r lr ........m.. ...-. _-...—.. _- ..-- <br />a WIN Content w Pvc"t <br />YYW=V1./lIG`... <br />J-2743 1/9C <br />Figure A—e 1/' <br />