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ASWScience Applicata Project No: 06-6102-00-6178-310 Page 2 of 2 <br /> Infernatlonal Cor ration <br /> An Emp/yee-Owned Company <br /> PROJECT: US CAN-WELTY ROAD <br /> Vernalis,California Log of Boring No. SB-14 <br /> BORING LOCATION:North side of Highway 33,corner offence,Western Farm Services property ELEVATION AND DATUM: <br /> NAD 83 US State Plane Zone 3 US Foot X:6333426.9640 Y:2053426.3150 <br /> DRILLING CONTRACTOR: Precision Sampling DATE STARTED:/TIME: DATE COMPLETED:/TIME: <br /> 3/15/05 7:10 3/15/05 9:40 <br /> DRILLER:Marcos Rodrigez TOTAL DEPTH(ft.): MEASURING POINT: <br /> 50' Ground Surface <br /> DRILLING METHOD: Direct Push Continuous DEPTH TO WATER(ft.): 34.95' <br /> TIME: 10:15 <br /> DRILLING EQUIPMENT: Geoprobe GEOLOGIST: Lee Higgins <br /> SAMPLING METHOD: Geoprobe Dual Tube REVIEWED BY: Lee Ignatowicz <br /> SAMPLES U <br /> DESCRIPTION o <br /> `o Co° O a 3 °o °£ a a /o NAME(USCS):color,moisture,plasticity,density, by weight <br /> 'n co mLL y'o p— 0U <br /> Surface Elevation: NA <br /> 36 Sp POORLY GRADED SAND WITH GRAVEL(SP);yellowish brown(10YR 5/4);moist; <br /> 37 70%sand,30%gravel up to 4 cm in size. <br /> 38 <br /> 39 Same asabove;damp - - — - - - — - - - — - - - — <br /> ML SILT(ML);dark yellowish brown(10YR 4/4);saturated;moderate plasticity;80%silt,20%clay. <br /> 40 Sp POORLY GRADED SAND WITH GRAVEL(SP);yellowish brown(10YR 5/4);saturated; <br /> 41 70%sand,30%gravel decrease in size. <br /> SB-14271.5 42 <br /> 0 43 — - - — - - - <br /> I i i I SM SILTY SAND(SM);dark yellowish brown(10YR 4/4);saturated;85%fine sand, <br /> 44 I,I,i,ll 15%silt. <br /> 45 <br /> 46- <br /> 47- <br /> 41- <br /> 49 <br /> 647 48 49 IIIIIIII <br /> IIIIIIII <br /> 50 — — — — — — — — — — — — — — — — — — — — <br /> Boring terminated @ 50'bgs. <br /> 51 <br /> 52 <br /> 53 <br /> 54 <br /> 55 <br /> 56 <br /> 57 <br /> 58 <br /> 59 <br /> 60 <br /> 61 <br /> 62 <br /> 63 <br /> 64 <br /> 65 <br /> 66 <br /> 67 <br /> 68 <br /> 69 <br /> 70 <br /> Boring Backfill Legend: NOTES: <br /> NA <br />