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<br />n <br /> <br />~ Geo Verse, Ine <br /> <br />~i Innovative Engineering Solutions <br /> <br />u <br /> <br />II <br />u <br /> <br />n <br /> <br />STANDARD EXFIL TRATION TEST <br /> <br />PROJECT NUMBER: <br />PROJECT NAME: <br />PROJECT ADDRESS: <br />CLIENT: <br />TEST LOCATION: <br /> <br />TEST DATA: <br />DEPTH OF HOLE: <br />DIAMETER OF HOLE: <br />SCREEN INTERVAL: <br />WATER TABLE: <br /> <br />u <br /> <br />21 0394 DATE: January 18, 2002 <br />Sunny Isles Park <br />East of North Bay Road between 181 sf Drive and 182"d Drive <br />Miller Legg & Associates, Inc. <br />EX-1: 182 FT West and 195 FT South of Northeast Property Corner <br /> <br />n <br />u <br /> <br />n <br />u <br /> <br />15.0 feet <br />6.0 inches <br />4.0 feet to 15.0 feet <br />3.67 feet <br /> <br />n <br />u <br /> <br />n <br /> <br />SOIL PROFILE: <br />DEPTH (FEET) <br />0.0 - 1.0 <br />1.0 - 2.5 <br />2.5-5.0 <br />5.0 - 9.0 <br />9.0 -15.0 <br /> <br />u <br /> <br />SOIL DESCRIPTION <br />Brown Sand with Trace Limestone <br />Dark Brown Sand with Trace Organics <br />Grey Sandy Silt <br />Dark Brown Peat <br />Grey Silty Sand with Shell <br /> <br />)l <br /> <br />u <br /> <br />fl <br />u <br /> <br />n <br />u- <br /> <br />EXFIL TRAnON TEST RESULTS: <br /> <br />STABILIZATION: TIME VOLUME TEST: TIME VOLUME <br /> (MINUTES) (GALLONS) (M INUTES) (GALLONS) <br /> 1.0 4.5 11.0 4.2 <br /> 2.0 4.5 12.0 4.2 <br /> 3.0 4.2 13.0 4.2 <br /> 4.0 4.2 14.0 4.2 <br /> 5.0 4.2 15.0 4.2 <br /> 6.0 4.3 16.0 4.2 <br /> 7.0 4.2 17.0 4.2 <br /> 8.0 4.2 18.0 4.2 <br /> 9.0 4.2 19.0 4.2 <br /> 10.0 4.3 20.0 4.2 <br /> <br />AVERAGE (GPM): <br /> <br />n <br />u <br /> <br />n <br />u <br /> <br />n <br />u <br /> <br />n <br />LJ <br /> <br />4.28 <br /> <br />4.2 <br /> <br />1.22x10'" <br /> <br />CFS/FT2-FT HEAD <br /> <br />n <br />LJ <br /> <br />HYDRAULIC CONDUCTIVITY: <br /> <br />Remarks: <br /> <br />n <br /> <br />L.J <br /> <br />n <br /> <br />LJ <br /> <br />n~ <br />u <br /> <br />n <br />u <br /> <br />1;1;1; c............ r........_... D............. _ C.....i.... B:1...hf.. "'''It''lt?1; _ IQI;.I1\A"ItI;.QOI;I; _ B:av IQU\A:.'il~Qn44 <br />