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LOG OF 7EST PITS <br /> DEPTH I,NIFIED SOIL SOIL OESCRIPTION <br /> (FEETI C�SSIFIC:.TION <br /> TEST PIT E <br /> 0.0-0.7 SOD <br /> 0.1 -6.0 SM �AflK BROWN SILTY FINE SAND V/ITH ORGANICS <br /> 1L00SE, DAMP) (FILLI <br /> 6.0- 8.0 Sid �ROWM AND GftAY SILTY FINE TO MEDIUM Si+ND <br /> WITH TRACE GRAVEL AND ORGANICS (MEDIUfd <br /> OENSE, DAMP) lFILLI <br /> 8.0- 9.0 SP GRAY BROWN FINE TO �IEDIUfvi Sr'.ND YVITH <br /> TRACE SILT IA9EDIUM DENSE, `PlETI <br /> T"tST ?IT COhiPLETED AT 9.0 FcET ON i 2IG6i90 <br /> GROUND WATER OBSEFVED AT 8 FEcT <br /> T[ST PIT F <br /> 0.0-0.1 .iOD . <br /> 0.7 - L4 Siro1 BROWN SIL7Y PINE SA�D WITH TRACE GRAVEL <br /> ILOOSE, Pr101ST) (FILL) <br /> 7.4- 1 7.0 SP.1 GRAY SILTY FINE SAND WITH GRAVEL,AND TRACE <br /> URGA�ICS IMEDIUM DENSE, L101ST) IFILL� <br /> i i.0 - 12A S? GRAY M@DNIv1 TO COARSE SAND (iatE�IVisl <br /> DENSE, WeT1 <br /> T"cST FIT COPdPLET"eD:.T 72.0 rEcT O�V 12lOG,'90 <br /> GROUND WAT�R OBSERVED i�T 17.5 �EET <br /> TEST PIT C <br /> 0.0-0.7 SOD <br /> C.1 • 7.5 Sfd BROWN SILTY SAND�'JITH ORGd(�ICS AiJD fl00T.S <br /> 0.00SE 70 MEDIUM DEi�St, iv101ST1 IFILLI <br /> 7.5 - 70.0 SM GRAY FIYE TO MEDNM SAND WITF SILT hND <br /> GiiAVEL(MEDIUM DENSE, N101ST TO ��VETI <br /> T"cST PIT COMPLETED AT 10.0 FE�T ON 1?/76/90 <br /> HOLE C:,VES BETbVEEN 6.5 AND&.0 'rEET <br /> GftOUND WATER SE:PAGE AT 3.0 AND 7.5 FE�i <br /> COI�VRTfE GEOTECHWICAL ENGIN['eflWG <br /> FILE N0. 23 i-01 DEC"ePABER 799G <br /> FIGURE 4 <br /> -•�rc?;b`ii1 . <br />