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<br />E" ...J w COMMENTS <br /> BLOW ::) <br />- O. PENETRATION ...J Water Table <br />%U) m DESCRIPTION ~ <br />......J ~ blows per foot COUNTS Drilling Fluid Losses <br />I1.m ~ <br />w z ft. = ft. bls (typical) <br />0 <br />0 POORLY GRADED SAND WITH Hand auger boring from 0-4 ft. <br /> SilT (SP-SM): <br /> Dark brown (7.5YR 3/2) fine to <br /> medium quartz sand with silt <br /> POORLY GRADED SAND (SP): NoEV from 4-33.5 ft. <br />5 loose to medium dense ,I <br /> Dark brown ~.5YR 3/2) to light 3/3/2/3 5 <br /> brown (7.5Y 6/4) fine to medium EFR @ 6 ft. @ 15 gpm <br /> quartz sand <br /> 3/5/7/8 12 <br /> CLAYEY SAND (SC): <br /> Medium dense 4/6/9/8 15 <br />10 Light brown (7.5YR 6/4) clayey fine <br /> to medium quartz sand <br /> SANDY FAT CLAY (CH): <br /> 15 Medium stiff to very stiff 40 60 8010 3/4/4 8 <br /> Pale green (GlEY 1 7/2) clay with <br /> limestone granules <br /> 6l.A <br /> 20 3/5/6 11 <br /> <br />25 <br /> <br /> <br />30 <br /> <br />35 <br /> <br />40 <br /> <br />45 <br /> <br />50 <br /> <br /> <br /> <br />Ii <br />Ii <br />. <br />Ii <br />II <br />Ii <br />II <br />II <br />o 20 40 60 8010 2/3/4 <br /> <br />3/4/4 <br /> <br />8 <br /> <br />7 <br /> <br />LIMESTONE: <br />Very strong <br />Pale yellow (2.5Y 8/2) limestone <br />gravel and granules <br /> <br /> <br />46 <br /> <br />WOH/1/19 <br /> <br />20 <br /> <br />24/29/17 <br /> <br />o 20 40 60 8010 <br /> <br />SlO/WOH from 33.5-34 ft. <br /> <br />RlOC @ 35 ft. <br />DB from 23 ft. to end of boring <br />Drilled hard from 35 ft. to end of <br />boring <br /> <br />TOB @ 40 ft. bls. <br /> <br />Grouted borehole <br /> <br /> <br />SPT BORING LOG <br />SITE NAME: PIlTMAN RESIDENCE <br />SITE LOCATION: ZEPHYRHILLS, FLORIDA <br /> <br />TOWER HILL <br />INSURANCE GROUP <br />GAINESVILLE, FLORIDA <br /> <br />DESIGNED BY: <br />CHECKED BY: <br />DRAWN BY: <br /> <br />WF PROJECT NO: <br />MF BORING DATE: <br />AW PAGE NO.: <br /> <br />B-3 <br /> <br />3017839 <br />02/20/08 <br />I OF I <br /> <br />BORING <br />