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5.8 <br />4.0 <br />2.0 <br />0.0 <br />-2.7 <br />-9.2 <br />-15.0 <br />-16.5 <br />-18.0 <br />SPT <br />SPT <br />SPT <br />SPT <br />SPT <br />SPT <br />SPT <br />SPT <br />SPT <br />SPT <br />SPT <br />14 <br />12 <br />10 <br />17 <br />12 <br />12 <br />14 <br />10 <br />14 <br />12 <br />14 <br />25-19-13- <br />15 <br />(32) <br />7-8-4-4 <br />(12) <br />5-5-4-5 <br />(9) <br />7-6-5-2 <br />(11) <br />1-2-1-1 <br />(3) <br />WOH- <br />WOH-1-1 <br />(1) <br />WOH- <br />WOH- <br />WOH- <br />WOH <br />(WOH) <br />WOH- <br />WOH- <br />WOH- <br />WOH <br />(WOH) <br />WOH- <br />WOH- <br />WOH- <br />WOH <br />(WOH) <br />WOH- <br />WOH-1- <br />WOH <br />(1) <br />WOH- <br />WOH-3-5 <br />(3) <br />GP <br />SP <br />GP <br />SP <br />PT <br />ML <br />SP <br />ML <br />LS <br />0.2 <br />2.0 <br />4.0 <br />6.0 <br />8.7 <br />15.2 <br />21.0 <br />22.5 <br />24.0 <br />2" of Paver <br />LIMESTONE FRAGMENTS, dense, light brown to gray, with sand <br />SAND, medium dense, fine, tan, with a trace of limestone fragments and shells <br />LIMESTONE FRAGMENTS, loose, light brown to tan, with a trace of sand <br />SAND, medium dense, fine, tan, with a trace of limestone fragments and shells <br />SAND WITH SHELLS, very loose, fine, gray <br />PEAT, soft, dark brown <br />SILTY PEAT, very soft, dark brown <br />SILTY PEAT, very soft, dark brown <br />SILT, very soft, gray <br />SILT, very soft, gray <br />SILT, very soft, gray <br />SAND, very loose, fine,gray, with shells <br />SILT, very soft, light brown to dark brown, with a trace of peat <br />SILT, soft, light brown to dark brown, with a trace of peat <br />LIMESTONE, very soft, light brown, with sand <br />NOTES <br />GROUND ELEVATION 6 ft NGVD est. <br />LOGGED BY Y. Parada / A. Valdespino <br />DRILLING METHOD Rotary drill with mud, wash & casing <br />DRILLING CONTRACTOR NV5 <br />CHECKED BY C. Rausseo <br />DATE STARTED 2/8/24 COMPLETED 2/8/24 HOLE SIZE 3 inches <br />GROUND WATER LEVELS:5.5 ft / Elev 0.5 ft <br />(Continued Next Page)DEPTH(ft)0 <br />5 <br />10 <br />15 <br />20 <br />25 ELEVATION(ft., NGVD)5 <br />0 <br />-5 <br />-10 <br />-15SAMPLE TYPENUMBERBORING NUMBER B-1 <br />PAGE A-1 <br />PROJECT NUMBER 17990 PROJECT LOCATION 15800 Collins Avenue, Sunny Isles Beach, Florida <br />PROJECT NAME Intra Coastal Sports Court <br />RECOVERY(in)BLOWCOUNTS(N VALUE)U.S.C.S.GRAPHICLOGMATERIAL DESCRIPTION