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t <br />ACJ Li'l <br />KELLER, SCHLEICHER & Mac WILLIAM ENGINEERING <br />P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 <br />February 13, 1998 <br />Roger Cain, P.E. <br />Indian River County - Public works <br />1.840 2Sch Street <br />Vero Beach, Florida 32960 <br />Re: South County Park <br />Indian River County, Florida <br />KSM 98279 <br />Dear Mr. Cain: <br />AND TESTING, INC. <br />SEBASTIAN (561) 589.0712 <br />MELBOURNE (407) 768-8486 <br />FAX (561) 589-6469 <br />Enclosed are the permeability test results and soil profiles <br />Performed for the referenced project, <br />The Hydray.lic Conductivity Tests were performed in the field by <br />the 'Usual. Open -Hole Test' method. <br />The horis:ontal permeability flow rates were determined by <br />excavatincr a test pit adjacent to -the soil profile and obtaining <br />an undisturbed sample. we then performed a permeability test on <br />the field samples in our laboratory. <br />These teats were performed to evaluate the drainage <br />characteristics of the soils for these particular test locations. <br />The groundwater table was found at 44 inches below existing grade <br />at location P-1, and at 48 inches below existing grade at <br />location P-2. We estimate the normal wet season water table at <br />these locations will be at approximately 18 inches below existing <br />grade at location P-1 and 20 inches below existing grade at <br />location 11-2. <br />This estimate is based upon our interpretation of existing site <br />conditionz; and a review of the USDA Soil Survey for Indian River <br />County, Florida. <br />you have any questions, please feel free to call my office. <br />sp ctPt.Ll3�-, <br />