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Boring Log HC-2 STANDARD PENETRATION L.46 <br /> Soil Descriptions RESISTANCE TESTS <br /> �ro� • Blo.s p<r Foot <br /> Grouna Surle<e Elewtion In �eel 18 {n Fe�t Sompie � Z 5 IO 20 50 100 <br /> 2 inch ; o( crushed rotk over medium dense, � <br /> � <br /> moist, iigh! brown, fine to medium SANO. <br /> � S_i • <br /> �; 5 <br /> � Loose, wet, groy, slightly silty to silty <br /> SAND with aGundont shell lrogments antl <br /> occasional sandy SILi loyers. ro S-2 • <br /> J <br /> � t0 <br /> 5�� I GS <br /> � ,5 1 <br /> Slifl, wet, gray, fine sontly SILT with some � <br /> . wood anG shell (ragmenL•. <br /> I — 0 5'` / <br /> I � ' <br /> Crotle. to metlium stiff. 5-5 I <br /> AL <br /> ]5 <br /> I <br /> 5-fi <br /> I ]o � <br /> Medium tlense, moist, .groy fine to medium <br /> SAND. <br /> I �5 S-7 � � <br /> Very dense, moi;t, brown, medium to coarse <br /> SAND. <br /> I 5-B 'D/6 <br /> s0 <br /> ' Inlerbedded hord, moist, groy, SILT•ond <br /> eandy SILT ond very tlense, mais[, gray, ¢ilty <br /> fine SAND. <br /> 5-9 <br /> 6/70 <br /> •S <br /> 5-10 '0/6 <br /> Bottom of Borinq at 48.5 Feet. <br /> Completed 10/22/92 SQ <br /> I <br /> SS I <br /> 60 <br /> � = 5 IO 10 50 100 <br /> L Rdrr to i'igure A-1 lor eyplanolion ol Eeacrip�iom • w0�« Conlrnl in P�r�mt <br /> o�a >>.,�oae. uu.�wu��/�/aL�'Jif <br /> 2. Sail nUcriDtlona an0 ftratum linea ar< intvorelive � <br /> a�a o�i�ai �n�„9�, maY oe 9,aa„m. J-3d46-01 10/02 <br /> 3. GroonG.aier lerel, II innmalea, ls ot Gme of CraGnq <br /> (AiUi or lu. �ole :peulieC. larN m0y .vey ril� Lme. � <br /> Figure A-3 /� <br /> � , \ <br /> c .�J <br />