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IQ <br /> ij <br /> LBlown Somple USCS DESCRIPTION WELL <br /> O Ft. No. CONST. <br /> { 2 inches asphalt over. 6 inches gravel road base. <br /> 2- C1. C[ay with trace silt, grayish brown, clamp. medium <br /> plasticity, stiff. <br /> 4 <br /> 9 S-5 DVA = 0 ppm <br /> G <br /> Clay, moderate yellowish brown to moderate brown, <br /> 10 damp, medium plasticity, medium stiff. <br /> 6 S-10 OVA = 0 ppm <br /> 12 <br /> r <br /> W <br /> W ., <br /> {L -- ---------.. ----__"-- __ _ <br /> x 14 ML Silt with some clay, moderate yellowish brown to — <br /> r moderate brown, damp, medium plasticity. <br /> 7 S-15 medium stiff. OVA = 0 ppm <br /> ;6 <br /> 18 SIN Silt with some fine-grained sand and trace clay. <br /> damp, medium stiff, orange staining around <br /> 90root_ holes. . <br /> f <br /> 11 5-20 OVA = !) ppm <br /> 22 <br /> 24- CL Clay with some Wilt. grayish Olive damp. medium — <br /> plasticity. stiff.. <br /> 14 S-25 OVA = ) ppm <br /> `,G <br /> 28- <br /> U Light olive gray. <br /> 30 <br /> 15 S-30 OVA = I) ppm <br /> (section continues downward) <br /> LOG OF BORING B-3/MW--3 PLATE <br /> Fire Engine Company No. 2 <br /> dG"osMlw- Enpine4wngc110 West Sonora Street P-8 <br /> PROJECT NO. 38009-1 Stockton, California <br />