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BORING NO: V1 <br /> CONDOR EARTH TECHNOLOGIES — Geological Log PAGE 1 DE 1 <br /> PROJECT NO 1918 DATE. 612!95 la CONSTUTION DETAI <br /> PROJECT Di Salva Trucking, Lathrop TOTAL DEPTH 18.5' <br /> LOCATION:1949 Lattrop. Road HOLE DIAMETER78' TOTAL USM M H: 18.5Uffiro � <br /> DRILLING CONTRACTOR:Spectrum UEIGHT FALL,1901"' SOT HFz•� <br /> 0.our <br /> DRILL EOUIP:CHE 95 SURFACE CONO ONS:As ft I t SDUR Rami °as to 12s <br /> DRILLING METHOD:Ho1 Iow Stohuw OUTH TO STAM NATER42' F'TM Ha T(TWAL:10 to 2.5 <br /> BDMKM Six D(TWAL; 7.5 to ID <br /> LOGGED BT:tlarc Crus Zi COLLAR ELE V WfT WOW-0.5 to Z.5 <br /> } <br /> i»0 REMARKS SAMPLE FIELD DESCRIPTION RAPIleu <br /> (FT) <br /> I <br /> Intr+rl.� r x 7 a j ■ a a L <br /> B 3 ID K SO RO�� <br /> GMVEL: Fill materroI DR; <br /> 1 SILry SANG, 7 I I rooter,al, <br /> moderate brown, Fine to _ <br /> 2 medius said clean sort excavated -- <br /> 3 during tank removal <br /> GRAVEL Fill material o axi <br /> B a va <br /> 9 ° <br /> SILTY <br /> LTY SAND- Oark yellowish brown 110TR I/2), <br /> jQ Inose to dense, moist, we1I SM OV ; <br /> Li 1 <br /> sorted, Fine oand with silt. PIO 0 ppm <br /> MW-1--1 20% Low plastic Fines <br /> _ 2 MW-1-12 80'- Fine sand s <br /> SAND1 Pale yellawish brown 110TR 6/21, Psi 0 ppm <br /> dense, mors' poorly sorTm fine <br /> �q to coarse sand, generally mvdi,am. <br /> 10pY sand <br /> r es <br /> 15 <br /> F6 <br /> SILT Moderate yellowish brown =TR <br /> 17 stiff, wet. homogenous, weakly ML _ <br /> morTleG moderate red. <br /> 1005 Low plostrc Fines ' -� <br /> 19 1 <br /> TOTAL DEP-M OF BORING 18.5' , <br /> 20 <br /> ZI <br /> 72 <br /> .23 <br /> Z9 <br /> 25 <br /> zi <br /> 23 <br /> 31 <br /> � r <br /> I <br /> 7 <br /> 33 <br /> 39 <br /> 35 <br />