Laserfiche WebLink
P 1 of 1 <br /> ` Cri��a�,�nc BORING LOG PROJECT NO 104700 4766 230 <br /> Site Name CANG Stockton AASF Boring No B30 <br /> • <br /> Supervising Geologist Tim Berger,R G 5225 Log By Kletnecke/Vandusen <br /> Start Date 213/04 Finish Date 2/2/04 Boring Diameter 3 inch <br /> Drilling Contractor Enprob Boring Deptb, 45 feet <br /> Contractor Lic No C57 777007 Boring Location East side of the former US Ts <br /> Drillmc Method Geoprobe <br /> Driller Demos Ott <br /> E USCS SOIL DESCRIPTION <br /> Z AND GEOLOGIC INTERPRETATION <br /> o 7 u <br /> Field w a F <br /> SOIL TYPE Color,Moisture Density, Staining, <br /> U Sample E= C7 Sorting, <br /> ID <br /> Percent Fines, Rounding, Secondary Porosity, Odor, a <br /> U V) '7- 3 Geology Fill/alluvium/bedrock <br /> 0 Asphalt and base 0 <br /> SM Yellowish brown silty sand <br /> Ll <br /> 5 t 0 n, 5 <br /> Fine sandy_silt,graylbT% dry-firm _ _ _ _ - - - - - - - _ <br /> Orange brown silt, moist, soft <br /> 10 0 10 <br /> - - - - - - - - - - - <br /> - <br /> Sny - I Becoming well graded silty sand,damp and loose <br /> 15 15 <br /> 0 Finer with depth,increase silt, fine sandy silt <br /> 20 0 20 <br /> Becoming gray at 23 feet, increased clay content , <br /> 25_, ❑ B30-25 gray sand silt to 26 feet 25 <br /> - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> CL- - - 'Becoming clay 26 to 28 feet- - - - - - - - - - - - - - <br /> 'Becoming gray sandy silt, slight odor at 28 feet, <br /> 30 5M 30 <br /> becomes greenish gray at 32 feet, damp <br /> -a 210 _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <br /> CL 2 foot layer of- -clay 33-35 feet, gray _ _ <br /> 35F1 ❑ - - - - - - - - - - - - - - - - - - - - - - - - - 35 <br /> B30-35 2000 SM becoming sand at 35 to 36 feet, strong fuel odor <br /> Lj <br /> 4040 <br /> 1 El B30-40 690 <br /> I <br /> 45 1 ❑ 530-45 Q 45 <br /> End of Boring at 45 feet bgs,Water at 45 feet <br /> 50 50 <br /> Comments <br />