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Advanced BORING LOG GeoEnvironmental, Inc, BOREHOLE NO.: MW-11 837 Shaw Road, Stockton, CA 95215 (209)467-1006 FAX: (209)467-1118 TOTAL DEPTH: S5' Project: Stockton Warehousing and Ind.Center,LLC Date(s) Drilled: 10 March 2008 Project No.: AGE-NC-95-0104 Page 2 of 2 Depth Sample Blows PID Soil USCS Class and Well Well ID (per 6") (ppm) Symbol Soil Description Completion Description ML:Brown SANDY SILT:low plasticityand —45 MW11.45 14-21-30 0 toughness,approximately 20%fine grain,poorly graded sand,damp,no HC oda. ML:Brown SANDY SILT:low plasticityand —50 MW 11-50 19-21-24 0 toughness,approximately 40%fine grain,poorly graded sand,damp,no HC odor. ML:Brown SANDY SILT:low plasticity and —55 MWII-55 17-21-30 0 toughness,approximately 400/*fine grain,poorly graded sand,damp,no HC odor. ML:Brown SILT:low plasticity and toughness,damp, no HC odor. —60 MW 11�0 19-24 29 0 Bentonite seal from 60'to 63' bsg. MW 11�i5 IS-21-30 0 Brown SILT:low plasticity and toughness,moist to —65 saturated,no HC odor. #3 sand from 63'to 85' SM:Brown SILTY SAND:301/6 silt,700/a fine and bsg. medium grain,moderately graded send,saturated,no HC odor. —7();ZMWl 1-70 14-24-28 0 SM:Brown SILTY SAND:30%silt,705/6 fine and medium grain,moderately graded sand,saturated,no Screened interval from HC odor. 65'to 85'bsg. —75 MW 11-75 ]3-15-16 0 SM:Brown SILTY SAND:30%silt,70%fine and medium grain,moderately graded sand,saturated,no HC odor. ML:Brown SANDY SILT:low plasticity and toughness,approximately 15%fine grain,poorly graded sand,saturated,no HC oda. —80 MW 11-80 33-50-6 8.9 Cap at 85'. CL:Brown CLAY:high plasticity,moderate toughness clay with 15%medium grain sand and 30%silt, saturated,no HC odor. CL:Brown CLAY:high plasticity,moderate toughness —85 MW l 1-85 25-35-40 8.4 clay with 15%medium grain sand and 30%silt, saturated,no HC odor.