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4W <br />11 SlYl <br />KELLER, SCHLEICHER & Mac WILLIAM ENGINEERING AND TESTING, INC. <br />r' P.O. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (561) 589-0112 <br />MELBOURNE (407) 768-B488 <br />PAX(561)589-6469 <br />Shooting Range -5- June 16, 1998 <br />r <br />After the exposed surface has been proofrolled, the building and <br />pavement areas may be filled to the desired grades. Additional <br />fill material shall consist of clean granular sand containing less <br />than 8% material passing the U.S. Standard No. 240 mesh sieve. <br />Structural fill should be placed in uniform loose layers of 12 <br />inches in thickness and compacted to at least 95 percent of its <br />Modified dry proctor value (AASTO T 180). <br />6 <br />F. Foundation: <br />Provided that our recommendations for site preparation are <br />followed, any proposed structures may be supported on conventional <br />concrete, steel reinforced footings designed for an allowable soil <br />bearing pressure of 2,000 pounds per square foot, or less. <br />With the foundation properly designed and the site properly <br />prepared, we anticipate total settlements less than 1/2 of an inch. <br />The majority of the settlement should occur during construction. <br />G. Closure: <br />The field data supporting the above analysis is found in the <br />appendix. This report has been prepared in accordance with <br />generally accepted soil and foundation engineering practices based <br />on the results of the test borings. <br />We are pleased to be of assistance to you on this phase of your <br />project. When we may be of further service to you or shnnl.ri Vou <br />have any questions, please feel free to call. <br />Respectfully, n %' , <br />I <br />i R nald MacWilliam <br />P esi n Project Manager <br />