Laserfiche WebLink
nuL_IN L<lJ , AVL <br /> ENGINEERS & GEOLOGISTS 2P3/386/61-1 <br /> TEST BORING LOG <br /> TYPE: 3 1/2" Rl1GER ELEVRT IDN: ocrs•rI►s weam sm:-aa BORING No 3 <br /> (Compact) brown slightly clayey silty <br /> fine sand (levee fill ) <br /> 5 <br /> 7.3 120 1131 24 1 .4 I <br /> CL Very st 1 ff block f I ne sandy clay <br /> - - — — — — — —— — .-- - — — - - - - - r <br /> -K-1 Compact to dense brown w1th rust- <br /> brown/ grey-brown Interlayered silty c <br /> 10 f fine sand and f)ne sandy silt <br /> 5 <br /> r'� „F <br /> 2. 1 104 21 38 1.4 2 ; � (local ly clayey), <br /> Y. SM <br /> �3 <br /> �f <br /> 1.5 102 124 1 32 1 .4 1 3 it ML <br /> r <br /> 20- <br /> 100 23 56 1 1.4 4 <br /> 01. <br /> - - - - - - - •-- -- _ - - - - - - - - , <br /> Dense brown/ grey very flue-flee sand <br /> 2.5- <br /> SP <br /> 106 19 38 1.4 5 <br /> 3D <br /> Hole closed at 13. ft depth and <br /> Y <br /> groundwater measured 13. 1 ft depth <br /> upon completion of dr l l l 1 ng <br /> operations. Hole backfilled per <br /> 35 County requirements. <br /> '4 <br /> 3 40 <br /> I <br /> rn <br /> y�' app V1 <br /> Ln 12 <br /> X d' LU <br /> �- 3\� - w 1L <br /> � z �i Pei�PeiE r 15 0 ry ►"o I $Y GDR HATE, 3-27-87 <br /> g � <br /> FIGLRiE 1 <br />