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KSM <br /> KELLER , SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING , INC . <br /> MARTIN (772) 337-7755 P.O. BOX 781377, SEBASTIAN FL 32978A 377 SEBASTIAN (772) 589-0712 <br /> PALM BEACH (561 ) 845-7445 www.ksmengineering.net MELBOURNE (321 ) 768-8488 <br /> FAX (561 ) 845-8876 E- Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093 <br /> C.A.: 5693 FAX (772) 589-6469 <br /> January 25 , 2012 <br /> Arjuna Weregoda , P . E . <br /> Indian River County <br /> 1801 27th Street <br /> Vero Beach , Florida <br /> Re . South County Park <br /> 20th Avenue S .W. <br /> Indian River County, Florida <br /> KSM # : 120085 -p <br /> Dear Mr. Weragoda : <br /> Enclosed are the permeability test results and soil profiles for the referenced project. <br /> Hydraulic Conductivity Tests were performed in the field by the ` Usual Open-Hole Test' <br /> method . The results of the tests for each location are as follows : <br /> TEST LOCATION HYDRAULIC CONDUCTIVITY <br /> ( See Location Plan ) ( CFS/Sq . Ft. — Ft. Head) <br /> 13- 1 2 . 1 x 10� <br /> P-2 1 . 7 x 104 <br /> P-3 8 . 6 x 10 <br /> The horizontal and vertical permeability flow rates were determined by excavating a test <br /> pit adjacent . to the soil profiles and obtaining undisturbed Shelby tube samples . We <br /> then performed a permeability test on the field samples in our laboratory. <br /> Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366 <br />