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LOG OF SOIL BORING LA BORING B-8 Project: Cherokee Service Project Number. A91701 .01 LLocation: 303 South Cherokee Lane, Lodi, California Date Started: 12/6/95 Logged By: S. Rowe Date Completed: 12/6/95 LDrilled By: Twining Laboratories Drill Type: CME-75 Auger Type: HSA 6 5/8 inch Dia. LDepth to Groundwater: Elevation• ML SYMBM (t..tsymem uscs Soil Description RemarksAWUW TEST DATA 0 As halt......................................... ..................I.............................. P 1D = 42.7ppm SAND, Silty; dark alive brown L (5Y, 3/2). fine to medium grained sand, poorly graded, 25% silt, slightly damp, very strong PPC odor and staining 5 7/6 PID = 31.1 ppm 5/6 10 5/6 Light olive brown (2.5Y, 5/4), 30-35% silt, damp, no PPC Lodor at 6 feet 10Light olive brown (2.5Y, 5/6), PID = 2.6ppm 9/6 medium grained, poorly grodiled, 22 L11/6 13/6 15-20% silt, weakly bedded, weakly cemented L 15 5/6 Grayish brown (2.5Y, 5/2), PID = 113.50'6m 7/6 fine to coarse angular sand, 18 L ' 11/6 well graded, 5-10% clay, 30% silt, strong PPC odor �p detected, grayish PPC staining L t r ...... ..... . .. .... .... ... ...... . . ......... ID — 12 PP 20 10/6 ... .. . .. .. p _ .0 m 23/6 SP-SM SAND, with Silt; strong brown 53 30/6 (7.5YR, 4/6), medium grained L c 1 sand, poorly graded, 10-15% silt, 5-10% clay, low to rmedium plasticity, slightly damp L 25 - i 10/6 Light olive brown (2.5Y, 5/4), 14/6 fine to coarse subangular 32 PID 3.7ppm aa:cr 18/6 sand, well graded, 5-10% silt, ri;ii• non-bedded, moist L7.r.rt1 30 10/6 Sp..... SAND light gray (2.5Y. 7. 1 27 PID = 4.3ppm L 11/6 + 9 . / 16/6 coarse grained sand, poorly graded, subangular, non-bedded dam LNotes: L