Laserfiche WebLink
Advanced 9 GORING LOG <br /> -- :. GeoEnvironmental, Inc. BOREHOLE NO.: B5 <br /> 837 Shaw Road, Stockton, CA 95215 <br /> (209)467-1006 FAX: (209)467-1118 TOTAL DEPTH: 601 <br /> Project: CANCUN RESTAURANT Drilling Co.: Enviroprobe <br /> Site Location: 135 East Miner Avenue Rig/Auger Type: GeoProbe 5400/1.25"Probe Rods <br /> Stockton, CA Logged By: Lauren Cardinalli <br /> Project No.: AGE-NC-07-1587 Reviewed By: William Little <br /> Date(s) Drilled: 03 June 2008 <br /> Notes: NO sample recovery @ 60 ft s Water level during drilling Page 1 of 1 <br /> m Water level in completed well <br /> Sample Blows PID Soil USCS Class and <br /> Depth ID (per6" (ppm) Symbol Soil Description <br /> 0- <br /> -5 - B5-5 0 <br /> CL:Brown SILTY CLAY;dry,moderate plasticity,some gravel,no hydrocarbon(HC) <br /> odor, <br /> -10 135-10 0 CL:Greyish Brown,SILTY CLAY;dry,moderate plasticity,no odor. <br /> -15 B5-15 0 CL:Grey SILTY CLAY;dry,moderate plasticity,no odor. <br /> ML:Greyish Brown SANDY SILT;dry,low toughness,no odor. <br /> -20 BS-20 0 <br /> 135-20 0 CL:Greyish Brown,SILTY CLAY;dry,moderate plasticity,no odor. <br /> -25 135-25 0 NIL:Grey SILT;dry,moderaty consistency,no odor,some gravel. <br /> NE:Grey, SILT;moist,moderate plasticity,some gravel,no odor. <br /> -30 B5-30 0 NIL:Brown SANDY SILT;saturated,low consistency,no odor. <br /> MI:Brown SILT;saturated,low consistency,no odor. <br /> -35 135-35 26.7 NE:Greyish Brown SILT;saturated,low toughness,slight HC odor. <br /> -4 0 135-40 0 ML:Brown SILT;saturated,low toughness,no odor. <br /> -9 5 B545 0 CL:Greyish Brown SILTY CLAY;saturated,high toughness,no odor. <br /> -50 135-50 0 CL:Grey SILTY CLAY;saturated,high toughness,no odor. <br /> -55 135-55 0 ML:Grey SILT;saturated,high toughness,no odor. <br /> -6 0 115-60 no SP:NO SAMPLE RECOVERY,sampler was moist,some SAND found in sampler. <br /> reading <br />