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<br />- w COMMENTS <br />4:: ..J BLOW ~ <br />-, o. PENETRATION <br />J:en ..J Water Table <br />en DESCRIPTION ~ <br />I-..J ::E blows per foot COUNTS Drilling Fluid Losses <br />a..m <br />w > z ft. = ft. bls (typical) <br />0 en <br /> <br />o <br /> <br />5 <br /> <br />10 <br /> <br /> <br />15 <br /> <br />20 <br /> <br />25 <br /> <br />30 <br /> <br />35 <br /> <br />40 <br /> <br />45 <br /> <br />50 <br /> <br />POORLY GRADED SAND WITH <br />SILT eSP-SM): <br />Light-brown (7.5YR 6/4) fine to <br />medium quartz sand with silt and <br />small roots <br /> <br />POORLY GRADED SAND (SP): <br />Loose <br />Very-pale-brown (10YR 8/2) fine to <br />medium quartz sand with trace <br />organics <br /> <br />FAT CLAY WITH SAND (CH): <br />Medium stiff <br />Light-gray (10YR 7/1) clay sand <br />and small roots <br /> <br />FAT CLAY WITH SAND (CH): <br />Very stiff <br />Light-weenish-gray (GLEY1 7/1) <br />clay WIth sand <br /> <br />CLAYEY SAND (SC): <br />Medium dense <br />Light-gray (10YR 7/1) clayey fine to <br />medium quartz sand <br /> <br />CLAY (CUCH): <br />Medium stiff to very stiff <br />Light-greenish-gray (GLEY1 7/1) <br />clay with orange oxide staining, <br />and with calcareous clay from <br />18.5-20 ft. <br /> <br />LIMESTONE: <br />Moderately strong to strong <br />White (10YR 8/1) limestone gravel <br />and granules <br /> <br /> <br />Hand auger boring from 0-4 ft. <br /> <br />NoEV from 4 ft. to end of boring <br /> <br />3/5/5/4 <br /> <br />10 <br /> <br />q1 EFR @ 6 ft. @ 14 gpm <br /> <br />3/3/3/4 <br /> <br />6 <br /> <br />4/9/12/11 <br /> <br />21 <br /> <br />20 40 60 80 10 3/2/3 <br /> <br />5 <br /> <br />Drilled hard from 17-20 ft. <br />SRR from 17.5-20 ft. <br /> <br />8/8/8 <br /> <br />16 <br /> <br />EFR @ 20 ft. @ 14 gpm <br /> <br />6/9/18 <br /> <br />27 <br /> <br />RLOC @ 25 ft. <br />DB from 25 ft. to end of boring <br /> <br />20 i 40 60 8010 2/2/3 <br /> <br />It <br />~ <br />i\ <br />i \ <br /> <br />; <br />~ <br />\I <br />I! <br />\1 <br /> <br />5 <br /> <br />Drilled hard from 32 ft. to end of <br />boring <br /> <br />4/4/4 <br /> <br />8 <br /> <br />15114/13 <br /> <br />27 <br /> <br />o 20 40 60 8010 6113117 <br /> <br />TOWER HILL <br />INSURANCE GROUP <br />GAINESVILLE. FLORIDA <br /> <br /> <br />30 <br /> <br />TOB @ 45 ft. bls <br /> <br />Grouted borehole <br /> <br />SPT BORING LOG <br />SITE NAME: PfITMAN RESIDENCE.. <br />SITE LOCA nON: ZEPHYRHILLS. FLOItIDA <br /> <br />DESIGNED BY: <br />CHECKED BY: <br />DRAWN BY: <br /> <br />BORING <br /> <br />WF PROJECT NO: <br />MF BORING DATE: <br />AW PAGE NO.: <br /> <br />3017839 <br />04/03/08 <br />1 OF 1 <br /> <br />B-4 <br />