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02/11/2014 (2)
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02/11/2014 (2)
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Last modified
3/29/2018 4:25:37 PM
Creation date
9/25/2015 5:41:51 PM
Metadata
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Meetings
Meeting Type
BCC Regular Meeting
Document Type
Agenda Packet
Meeting Date
02/11/2014
Meeting Body
Board of County Commissioners
Book and Page
244
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KSM Engineering & Testing <br />KSM P.O. Box 78-1377 <br />Sebastian, FL 32978 <br />Tel: (772)-589-0712 <br />Fax: (772)-589-6469 <br />CLIENT Masteller & Moler, Inc., Earl • Masteller, P E <br />PROJECT NUMBER KSM # 131571-b <br />DATE STARTED 10/8/13 COMPLETED 10/8/13 <br />DRILLING CONTRACTOR <br />DRILLING METHOD <br />LOGGED BY DP & DH <br />CHECKED BY JEK <br />NOTES North Side of Bay St., 175' West of 135th Lane <br />BORING NUMBER SB -3 <br />PAGE 1 OF 1 <br />PROJECT NAME Sebastian Sewer Feasibility <br />PROJECT LOCATION Sebastian, Florida <br />GROUND ELEVATION <br />GROUND WATER LEVELS: <br />Q AT TIME OF DRILLING <br />HOLE SIZE inches <br />11.50ft /7.30NAVD <br />AT END OF DRILLING --- <br />AFTER DRILLING <br />a� <br />w <br />0 <br />5 <br />0 <br />C7 <br />N <br />to <br />Et <br />w <br />w <br />w <br />2 <br />CO <br />U) <br />0 <br />0 <br />0 <br />0 <br />w <br />J <br />LL <br />i <br />CO <br />J <br />c <br />H <br />0 <br />m <br />0 <br />0c <br />c <br />O <br />0 <br />O <br />U' <br />0, <br />0 <br />3— <br />co <br />z <br />Z <br />0 <br />co <br />0 <br />J <br />a <br />x <br />x <br />U <br />w <br />0 <br />w <br />0 <br />10 <br />U <br />=0 <br />0 <br />Q <br />MATERIAL DESCRIPTION <br />Gray Sand with Traces of Roots <br />Light Gray Sand <br />Bottom of borehole at 12.0 feet. <br />w <br />a <br />I -w <br />w <br />Ca <br />a2 <br />2 z <br />0) <br />SS <br />SS <br />SS <br />SS <br />SS <br />SS <br />0 <br />>- <br />w 0 <br />> 0 <br />U• Cr <br />w <br />o_ <br />co <br />-J <br />mOZ <br />5-6-8 <br />(14) <br />5-4-6 <br />(10) <br />3 3-4 <br />(7) <br />6-5-6 <br />6-8-7 <br />(15) <br />6 5-4 <br />(9) <br />z <br />w <br />a <br />i 0 <br />Uv <br />0 <br />0 <br />I- <br />zv <br />a <br />r <br />0 <br />A SPT N VALUE 4 <br />20 40 60 80 <br />PL . C LLL <br />20 40 60 80 <br />■ <br />FINES CONTENT (%) 0 <br />20 40 60 80 <br />`E) - L1-3 <br />
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