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DUNSEMERGER ENGDVEFAING A TESTING INC TEST BORING LOG BORING NO. TIM <br /> Project: South County Park Concession Stand Sheet No. : I of I <br /> Client: Indian River County. Project No. • 00- 11852 <br /> Boring. Location: casing Rock Core Elevation <br /> Approximate center of building footprint e: - - - - - Boring 20 feet <br /> Mme' - - - - mmWater D 6. 1 feet <br /> - - - Drilled Date: 0742-00 <br /> Drill Rigs CME 55 Driller: JM <br /> Contractor. DET <br /> Logged B : JM <br /> Depth Sample Blows On Sample "N" Material Description Remarks <br /> feet No. Soon Per 6" Value <br /> l 0.0' - 5A' Gray fine to medium SAND <br /> 2 1 1 .2.3*4 5 (�) - <br /> 3 <br /> 4 2 4.50707 12 5 .0' - 7A` Very dark brown slightly <br /> 5silty to silty fine SAND, weakly . <br /> 6 3 7.8. 12. 12 20 cemented (SP-SK S1v1) <br /> y <br /> s 4 5060708 13 7.0' - 9.0' Brown slightly silty fins <br /> 9 SAND (SP-SM) <br /> 10 5 596.7.7 13 <br /> 11 • <br /> 12 <br /> 13 <br /> 14 <br /> 15 6 5*70 16 9.0' - 12.0' Gray slightly clayey to <br /> 16 clayey fine SAND (SP-SC, SC) <br /> [17 ' <br /> 18 <br /> 19 <br /> 20 7 7* 10* 11 21 12 .0' - 17:0' Gray brown fine to <br /> 2.1 medium SAND (SP) <br /> 22 <br /> 23 17.0' m20.0' Very dark brown slightly . <br /> 24 silty to silty fine SAND, weakly <br /> 25 cemented (SNSM, 'SNn <br /> 26 <br /> 1 . <br /> 28 <br /> 29 <br /> 30 <br /> 31 <br /> 32 <br /> 33 <br /> 34 <br /> 35 <br /> Remarks: 1 . SP-SK SP, etc. " Unified Sort Classification System group symbol; based on visual - manual procedure (ASTM D 248&93). <br /> 2. Groundwater level measured upon completion of test boring. <br /> ss2dt52 <br /> f _ <br />