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K S M <br /> KELLER , SCHLEICHER & MacWILL1AM ENGINEERING AND . TESTING , INC . <br /> MARTIN (772) 337=7755 p0. BOX 781377, SEBASTIAN, FL 329784 377 SEBASTIAN (772) 589-0712 <br /> PALM BEACH (561 ) 8454445 www.ksmongineering.net MELBOURNE (321 ) 768-8488 <br /> FAX (561 ) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 <br /> CA: 5693 FAX (772) 589-6469 <br /> LABORATORY PERMEABILITY - CONSTANT HEAD METHOD <br /> (ASTM 2434) <br /> DATE OF TEST: January 20 , 2012 PROJECT NO , KSM 120085-2pv <br /> CLIENT Indian River County - Arjuna Weragoda , P . E . <br /> LOCATION South County Park <br /> 20th Avenue S . W . <br /> Indian River County, Florida <br /> PV-2 (8"-20") , See Attached Location Plan at P-2 <br /> SAMPLE DESCRIPTION = Gray Sand <br /> DEPTH @ SAMPLE LOCATION = 14 Inches (Sample Taken Vertically) <br /> LENGTH OF SAMPLE ALONG PATH <br /> OF FLOW = 5 . 5 INCHES <br /> DIAMETER OF SAMPLE = 3 INCHES <br /> QUANTITY OF FLOW = 425 MILLILITERS <br /> TIME INTERVAL OF TEST = 10 MINUTES <br /> DIFFERENCE IN HYDRAULIC HEAD <br /> ACROSS THE SAMPLE = 19 Y2 INCHES <br /> THE RESULTS OBTAINED FROM OUR LABORATORY PERMEABILITY TEST, WHERE K IS <br /> THE COEFFICIENT OF PERMEABILITY = 14. 2 FT/DAY <br /> Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E Keller, P.E.: 68366 <br />