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DATE: 6/15/89 LOG DESIGNATION B-3 <br /> LOGGED BY: TWB <br /> ELEVATION: Approx. 20' Above MSL jog: P89069 <br /> WATER LEVEL: None Encountered <br /> EQUIPMENT: B-53 Mobile Drill using 8" Hollow Stem Auger FIGURE: 7 <br /> ►- — � O N o I— <br /> iWi V wul <br /> vi cn <br /> --� IY z LL W <br /> x i w kn a a vi SOIL OR ROCK DESCRIPTION NOTES <br /> I- 3r to <br /> w o a of ca„ Gravel Driveway <br /> o zo m <br /> FILL SILT: Brown, clayey, sandy, damp, firm <br /> Grades lighter brown, no clay, <br /> occasional coarse sand, slightly damp <br /> 5 <br /> Grades to contain more clay, <br /> darkens, moister, occasional 1/2" <br /> 10 gravel <br /> SANDY SILT: Brown, no clay or gravel, <br /> firm, damp, fine grained <br /> 15 2.0 p _ _ OVM to 2.0 <br /> ML CLAYEY SILT: Light gray-brown, damp, <br /> stiff, many fine to medium pores <br /> with gray coatings <br /> 20 2.0 p _ _ Grades brown, slightly calcareous, OVM to 0 <br /> clay films, few small dendritic <br /> pores, damp Boring <br /> terminated <br /> at 20-1/2' <br /> p <br /> Boring was <br /> ackfilled wit <br /> 25 1 1 1 1 1 1 1 OVM - Organic Vapor Meter (OVM) ement grout <br /> THE LOGS SHOW SUBSURFACE CONDITIONS I I I SAMPLER INSIDE oI4M. <br /> AT THE DATES AND LOCATIONS INDICATED, AND IT I t 1 I40*0 HAMMEII-X INCH OADP. <br /> IS NOT WARRANTED THAT THEY ARE REPRESENTATIVE 1 1 HYDRAUIICALLY PUSHED <br /> OF SUBSURFACE CONDITIONS AT OTHER LOCATIONS �ASSOCIAS <br /> AND TIMES. <br />