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� y <br />C�H <br />H�� <br />v� p <br />�N� <br />WH <br />�[[�� <br />O N V <br />� � � <br />��y � <br />H <br />H <br />H <br />g� <br />��ti <br />y� <br />O Vyi <br />r 7 <br />Pier Installation Tabulatien <br />TRIADA GRANADA - Lot 3 <br />Performed September 18, 1987 <br />Pier No. <br />1 <br />2 <br />3 <br />4 <br />5 <br />6 <br />7 <br />S <br />9 <br />10 <br />I1 <br />12 <br />13 <br />14 <br />15 <br />16 <br />17 <br />18 � <br />19 <br />�epth U�ble Total Pier Depth Remarks <br />8 5, lq� Bedded si�ty fine sand to <br />gravelly clayey silt <br />a, 13� Beoded gravelly clayey silt <br />� 5, 13� same <br />11' 15' same, with orange sand at 15' <br />� same <br />I1' 16' Orange-brown to grey-brown <br />gravelly sand with silt <br />�, lZ� Graveily silt, little water <br />11' 16' Orange sand & gravel <br />g� 13' Grey-brown gravelly silt� <br />with water <br />� 16' Brown silt, sand at tip <br />11' 16' Ai 12' gravelly sand; Water, <br />gravelly silt at tip <br />� 16' Brown sandy silt; becomes <br />11 orange sand & gravel ;� 14' <br />lQ, lq� Brown sandy sil+./silty sand <br />10' 14' same <br />il� 15.5' same <br />11' 16.5' Sand at 12 <br />11.5' 16' _ Orange sandy silt <br />lZ, l�,y� Orange sand & gravel; into <br />gravelly fine sand @ 16' <br />12, 16� Orange sand and gravel; <br />NOTE: Tire at 3' to 4' <br />across pier hole. <br />itructural Engineer should <br />evaluate suitability of <br />this pier <br />DAVID�n ulingE A^eednBGeologY=o61N 6.161T <br />IN2J U+�n I�te Ro�A � Momoq WA 991R . 2061i9�aA] <br />SCALE PflOJ. NO. <br />DATE SHEET <br />� <br />� <br />