Laserfiche WebLink
20- - t7 SM 20 18 18 586-4 <br />— <br />SANDY SILT, Yellowish brown (10 — 31 <br />YR 5/6), damp, fine-grained sand - <br />2 5 - - 19 18 18 sa6-5 <br />31 <br />39 <br />17 18 18 Sa6-a <br />3o — <br />Pape 1 Of 2 <br />(Boring continued on next Page) <br />Acton • Mickelson • van Dam, <br />Inc. <br />' <br />Consulting Scientists, Engineers, and Geologists <br />Log of Soil Boring SB -6 <br />. <br />Project Number 1904203 <br />Drilling Time Date <br />Start 1400 9-26-94 <br />Location Former Beacon Station #610 <br />Finish 1600 9-26-94 <br />3300 Waterloo Road <br />Stockton, California <br />Completion Depth 50 Feet <br />Drilling Company Mitchell Drilling Environmental <br />Drilled By Eddie Mitchell <br />Drilling Method CME 75 High Torque 8" 4 D HSA <br />Logged By S LIATY <br />Sampling Method: California Modified Split Spoon <br />Checked By T> <br />Fated With 2'x6' Brass Sample Sleeves <br />v d� <br />w� <br />DESCRIPTION <br />ao <br />�� <br />�a <br />� ; <br />z <br />v; <br />31 <br />z <br />w <br />o <br />CD <br />CJ <br />w <br />COMMENTS <br />o <br />z <br />"' <br />u7 <br />m <br />Y <br />U <br />Cn <br />ASPHALT <br />-_- _ <br />_-_- <br />ML <br />SILT, Moderate yellowish brown (10 <br />YR 5/4), damp <br />- - <br />5 <br />_ —_— <br />24 <br />38 <br />18 <br />t8 <br />Sea-] <br />_-= <br />40 <br />YD <br />-_- - <br />it <br />24 <br />18 <br />18 <br />sas-z <br />-- <br />31 <br />DL <br />SILTY CLAY, Dark brown (14 YR <br />15 <br />3/3), moist, trace fine-grained sand <br />24 <br />18 <br />18-3 <br />36 <br />20- - t7 SM 20 18 18 586-4 <br />— <br />SANDY SILT, Yellowish brown (10 — 31 <br />YR 5/6), damp, fine-grained sand - <br />2 5 - - 19 18 18 sa6-5 <br />31 <br />39 <br />17 18 18 Sa6-a <br />3o — <br />Pape 1 Of 2 <br />(Boring continued on next Page) <br />