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, -- <br /> LOG OF TEST PIT � <br /> l .. . <br /> DEPTH BELOW 601L OROUP <br /> OROJND 6URfACE qA6SIFICATION <br /> (FEETI 6YMBOl DESCRIPT70N <br /> T'�44T PIT IS <br /> �Fp�xlm��e`�vuM mnc�e dev�Uon: 53�(ut <br /> 0.0• 0.3 FonnduR <br /> � 0.3- I.0 SM Bnnvn�ihy fine W:ane rnd vith au�io'uI`nvel,oabbin�nd'ow(piedium <br /> denr,moln)(vr�ihend jhei�l GI� <br /> Numerou�roou b 3A fael <br /> 1.0. 7.0 SM Ony�ilty fine b cwne und wilA ttcuio�ul`nvel.cobble��M bwldcn(up b 16 <br /> inche�)(very dmue,moiq)(yl�cid til� <br /> Teq pi�complaed�t 7,0(eu due w pnctiul rtfuW oa 06/OS191 <br /> No`round v��er,eep�`e ob�erved <br /> No uviny oburved <br /> TESI'PIT 16 <br /> Appmxim�te pound ad�cc clev�tion: S30 fut <br /> 0.0- 0.4 FonwduR <br /> 0.�- 3.0 SM Brovo �ilty fine b cw� utd vIN ocwiood�nve1, oobbin�nE`oou Qow�, <br /> RMIRJ�MGl�ltltl�(GC�II 11{� <br /> Numerou��oou b 7.0 feel <br /> 3.0- 6.0 SM Ony�iliy fine io<wns und riiA audo�ul pnvsl�nA cobble�(very dan�a,molM) <br /> (yAc61 tll� <br /> Tan pit oompletad n 6.0lut due b pnc6cd�etuW o0 06/OS/92 ��� <br /> No y�ound v�1er vsp��e ob�erved <br /> No uvinp obarved <br /> THE DEPf115 ON'f'1�'I'FS7'pIT t,(KiS,ALTHOUGH SHOK'N T'0 0.1 FOOY,ARH BAS6D ON AN AVhRAOB OP <br /> t�ASURFA�NTS ACROSS 7'H6 TFST PR AND SHOULD B8 CONSIDFRED ACCUMT67'O O.S P00'I'. <br /> �� LOG OF TEST PIT <br /> Geo ��Engineers <br /> FIGURE A•17 <br />