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40 <br />0 <br />• <br />F'RASER ENGINEERING AND TESTING, INC. <br />3561 INDUSTRIAL 73RD 5TREET FORT FIERCE. FLORIDA MW <br />Report <br />of <br />HYDRAULIC CONDUCTIVITY <br />CLIENT., Carter Associates, Inc. DATE: <br />11,114197 <br />SITE: Round Island Ocealn5ide Park TEST: <br />HC -I <br />S. A -1-A, Indian River County <br />USUAL OPEN HOLE TEST (SIRWMII) <br />�II <br />NATURAL GRADE (N.G.) <br />1 <br />f <br />H, 6 <br />WATER TABLE d <br />LLA I <br />ELEV. "A.. <br />_ 4Q <br />K <br />7fd(2H; + 4H,), + H,d3 <br />K = HYDRAULIC CONDUCTIVM 8.12x 10 4 <br />CFSIFT.'- FT. HEAD <br />Q = "STABILIZED" FLOW RATE 1.71x 10 2 <br />CFS <br />d = DIAMETER OF TEST HOLE 0,379 <br />FEET <br />H,= DEPTH TO WATER TABLE 5.0 <br />FEET <br />D1= SATURATED HOLE DEPTH 1.0 <br />FEET <br />ELEV. "A" = DEPTH TO PROPOSED TRENCH BOTTOM <br />FT. KMCB(" 461.75M <br />3TUART (407) 283.7*111 <br />Respectfully submitted, <br />ERASER E E G AND TESTING, INC. <br />Paul H. Danforth, P.E. <br />Florida Registradon No. 44853 <br />7[71'fr[]( (407) 74&7694 <br />Fr. i -10E 106233-9011 <br />