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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-13 <br /> BORING LOCATION: North side of Highway 33,next to fence,Western Farm Services property ELEVATION AND DATUM: <br /> NAD 83 US State Plane Zone 3 US Foot X:6333346.6680 Y:2053521.7620 <br /> DRILLING CONTRACTOR: Precision Sampling DATE STARTED:ITIME: DATE COMPLETED:/TIME: <br /> 3/14/05 14:45 3/14/05 17:15 <br /> DRILLER:Marcos Rodrigez TOTAL DEPTH(ft.): MEASURING POINT: <br /> 50' Ground Surface <br /> DRILLING METHOD: Direct Push Continuous DEPTH TO WATER(ft.): 38.5' <br /> TIME: 17:00 <br /> DRILLING EQUIPMENT: Geoprobe GEOLOGIST: Lee Higgins <br /> SAMPLING METHOD: Geoprobe Dual Tube REVIEWED BY: Lee Ignatowicz <br /> SAMPLES U <br /> C/) DESCRIPTION ° <br /> `o Co° O a 3 °o °£ a a Q ¢ NAME(USCS):color,moisture,plasticity,density, /°by weight <br /> mmo n m~ w U <br /> 00 ° 0 O Surface Elevation: NA <br /> 36 <br /> 0 SM SILTY SAND WITH GRAVEL(SM);brown(10YR 4/3);moist;55%fine sand, <br /> 37 i i i i 25%gravel, 20%silt. <br /> 38 Same as above;saturated. <br /> 39 <br /> SB-1340 40 CL LEAN CLAY CL ellowish brown 10YR 5/4;moist to saturated;high plasticity;60%clay, <br /> ( ) Y ( ) 9 p tY Y <br /> 17:00 41 / 40%silt. <br /> 42 <br /> 43 <br /> 44 CL LEAN CLAY(CL) Yellowish brown(10YR 5/4);moist;high plasticity;80/clay,20/silt. <br /> 45 <br /> 1.5 <br /> 46 <br /> 47 <br /> 48- <br /> 49— Same as above;moist. <br /> 1.3 <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 />