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Project No. : 90343A <br /> Dole: August 6, 1986 Elevation. <br /> WELL DESIGN <br /> DEPTH W W ea UJ PENE. <br /> IN RESTS. DESCRIPTION 03 SAND <br /> FEET FT . 0. 030 SLOT <br /> 0 Existing Ground Surface <br /> 2 <br /> is Brown silty, clayey fine to medium ..... <br /> 3 sand - Moist - No odor <br /> 4 <br /> 5 Dark brown silty, clayey fine to medium <br /> sand Moist - No odor <br /> 6 <br /> BI -2 <br /> 7 16 <br /> 8 Brown silty, sandy clay or clayey, <br /> sandy <br /> . . . silt - Moist - No odor <br /> 9 <br /> 10 — 01 -3 <br /> 10 <br /> 12 <br /> 11 Grey medium sand Saturated - No odor <br /> 12 — <br /> 13 — <br /> 14 — <br /> Brown silty, fine sandy clay - Saturated <br /> 15 No odor <br /> — 16 <br /> 17 — <br /> Dark brown silty, sandy clay - Saturated <br /> No odor <br /> 19 — <br /> Driller reports stiffening at 18. 5 ft <br /> — 20 <br /> — 21 — Bottom of boring at 20. 0 ft <br /> 22 — <br /> — 23 — <br /> 24 — <br /> — 25 — 25- <br /> 26 — - <br /> F 27 — <br /> Figure Test Boring Log No. el <br /> Monitoring Well No. MW-13 Woodward-Clyde Consultants <br /> �0+ U5T 1AA <br />