|
5.8
<br />4.0
<br />0.0
<br />-1.2
<br />-2.0
<br />-2.7
<br />-4.0
<br />-18.2
<br />-21.0
<br />SPT
<br />SPT
<br />SPT
<br />SPT
<br />SPT
<br />SPT
<br />SPT
<br />SPT
<br />SPT
<br />SPT
<br />SPT
<br />SPT
<br />34-25-17-
<br />19
<br />(42)
<br />12-8-9-5
<br />(17)
<br />4-2-1-1
<br />(3)
<br />3-2-1-3
<br />(3)
<br />2-3-3-4
<br />(6)
<br />WOH-
<br />WOH-
<br />WOH-
<br />WOH
<br />(WOH)
<br />1-WOH-
<br />WOH-1
<br />(WOH)
<br />1-2-1-1
<br />(3)
<br />WOH-
<br />WOH-
<br />WOH-1
<br />(WOH)
<br />WOH-
<br />WOH-
<br />WOH-1
<br />(WOH)
<br />WOH-
<br />WOH-
<br />WOH-4
<br />(WOH)
<br />5-14-13-11
<br />(27)
<br />GP
<br />SP
<br />SM-
<br />ML
<br />SP
<br />PT
<br />SP
<br />ML
<br />LS
<br />0.2
<br />2.0
<br />6.0
<br />7.2
<br />8.0
<br />8.7
<br />10.0
<br />24.2
<br />27.0
<br />2" of Paver
<br />LIMESTONE FRAGMENTS, dense, light brown, with sand
<br />SAND, medium dense, fine, tan, with shells
<br />SAND, very loose, fine, brownish yellow, with a trace of shells
<br />SILT AND SAND, soft, brownish yellow, with shells
<br />SAND, very loose, fine, brownish yellow to gray, with a trace of shells
<br />FIBROUS PEAT, medium stiff, dark brown
<br />SAND, loose, fine, gray, with shells
<br />SILT, very soft, dark gray, with a trace of peat
<br />SILT, very soft, dark gray
<br />SILT, soft, gray
<br />SILT, very soft, gray, with sand, trace of shells
<br />SILT, very soft, dark gray to light brown, with sand, trace of shells
<br />SILT, very soft, gray to brown, with a trace of shells
<br />LIMESTONE, very soft, light brown, with sand
<br />LIMESTONE, soft, light brown, with sand
<br />Boring terminated at 27.0 feet.
<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:5.3 ft / Elev 0.7 ft
<br />DEPTH(ft)0
<br />5
<br />10
<br />15
<br />20
<br />25 ELEVATION(ft., NGVD)5
<br />0
<br />-5
<br />-10
<br />-15
<br />-20SAMPLE TYPENUMBERBORING NUMBER B-2
<br />PAGE A-3
<br />PROJECT NUMBER 17990 PROJECT LOCATION 15800 Collins Avenue, Sunny Isles Beach, Florida
<br />PROJECT NAME Intra Coastal Sports Court
<br />BLOWCOUNTS(N VALUE)U.S.C.S.GRAPHICLOGMATERIAL DESCRIPTION
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