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, <br /> TEST PIT — 3 Geol. w� <br /> Elev. �R7� Sofl Descrip <br /> tion osee 1()-��-� <br /> O <br /> '/,•i 0.0- .0' I.00ae� grey-brown� ailty fine Sand� damp <br /> �N �,� abundant concrete rubble and debris� 10" <br /> ,�,., layer of fine gravel and drain tile (re- <br /> cent artificial fill <br /> �i• MI, <br /> � •i, 3•0_5•7� I,00se to med. denae, alightly mottled, <br /> ' ,/ grey-brown, sandy Silt, moiet (older art <br /> ... �ficial fill? <br /> ...: SP <br /> :: ��-8,0' Dense, brown, medium to coarae Sand,damp <br /> ••�• ahows good grading to co�rse sand at <br /> �':::'. SM base of unit, dips 20-25 to the :Iorth <br /> �� '�";• Sp 8.0- 6 ' Very Dense, brown to grey, thinly bedded <br /> .; .. <br /> fine sand and clastic silt, mo s � ce- <br /> T.D mented. <br /> �•� 9,6-11.0 ense, reddish brown, med. to coarse San <br /> w/ fine gravel, damp, light Fe0 cement <br /> 15 Test Pit located 5 ' North West of North West bldg. corner <br /> Notes : <br /> TEST PIT — Geol. <br /> � Soil Description Date <br /> Elev. <br /> O <br /> 5 <br /> 10 <br /> 15 <br /> Notes : <br /> GL�:NHAJEN IOT 12 <br /> G E O L O G 1 C A L xz-wzia xc��:Es <br /> SERVICES Inc . <br /> Consulting Geola9ists Proj. No. �010-1 �ate 10- 15 F�9' I-2 <br />