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<br />=- ..... w COMMENTS <br />-. O. PENETRATION BLOW ~ <br />::I:(/) ..... Water Table <br />m DESCRIPTION ~ <br />......... ~ blows per foot COUNTS Drilling Fluid Losses <br />/1.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 and <br /> trace small roots <br /> POORLY GRADED SAND (SP): NoEV from 4-23 ft. <br />5 Medium dense <br /> Light brown (7.5YR 6/4) fine to 5/7/9/11 16 ~ EFR @ 6 ft. @ 15 gpm <br /> medium quartz sand <br /> CLAYEY SAND (SC): 5/8/6/4 14 <br /> Medium dense <br /> Pale green (GLEY 1 7/2) clayey fine <br /> to medium quartz sand 10/10/13/7 23 <br />10 <br /> <br /> CLAYEY SAND (SC): <br />15 Medium dense 8/10/9 19 <br />Light brown (7.5YR 6/4) clayey fine 0 20 40 60 8010 <br /> to medium quartz sand <br /> CLAY (CUCH): <br />20 Stiff 10 <br />Pale green (GLEY 1 7/2) clay with 5/5/5 <br /> orange oxide staining <br /> LIMESTONE: RLOC @ 22 ft. <br /> Weak to very strong WORl2IWOH 2 DB from 22 ft. to end of boring <br /> Pale yellow (2.5Y 8/2) limestone SLOIWOR from 23.5-24 ft. <br />25 granules with calcareous clay MODIWOH from 24.5-25 ft. <br /> Drilled hard from 27 ft. to end of <br /> boring <br /> NoEV from 28.5 ft. to end of boring <br />30 LIMESTONE: 50 <br /> Extremely strong <br /> Pale yellow (2.5Y 8/2) limestone <br /> gravel and granules <br /> 50+ 100+ 50 blows for 1 inch of penetration @ <br /> 33.5 ft. <br />35 TOB @ 33.5 ft. bls <br /> Grouted borehole <br /> <br /> <br /> <br /> <br /> <br />40 <br /> <br />45 <br /> <br />TOWER HILL <br />INSURANCE GROUP <br />GAINESVILLE, FLORIDA <br /> <br /> <br />SPT BORING LOG <br />SITE NAME: PITIMAN RESIDENCE <br />SITE LOCA nON: ZEPHYRHILLS, 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 />BORING <br /> <br />3017839 <br />02/20/08 <br />1 OF t <br /> <br />B-2 <br />