Laserfiche WebLink
SOIL DESCRIPTIONS <br /> SLIGHTLY O SILTYTO SILTY FINE SAND <br /> -WITH ORGANICS (TOPSOIL) <br /> aO FINE SAND TO INE SAND <br /> 2 WITH SILT (A- <br /> FINEKSANDE WITH ESILTI LHARDPAN-TYPE] (A - 3 ) <br /> ® FINE SAND WITH CLAY (A -2- 4) <br /> CLAYEY FINE SAND (A- 2 - 6 ) <br /> COLORS <br /> O LIGHT BROWN TO BROWN <br /> © LIGHT GRAY TO GRAY <br /> © DARK BROWN OR DARK GRAY <br /> DO VERY DARK BROWN TO BLACK <br /> NM . NATURAL MOISTURE CONTENT IN PERCENT (ASTM D- 2216) <br /> - 200 PERCENT PASSI NO . 200 SIEVE SIZE <br /> (PERCENT FINES)(ASTM D - 1140) <br /> OC ORGANIC CONTENT IN PERCENT (ASTM D - 2974) <br /> LL LIQUID LIMIT IN. PERCENT (ASTM D - 423) <br /> PI PLASTICITY INDEX IN PERCENT (ASTM D -424) <br /> 1 GROUNDWATER LEVEL MEASURED ON DATE DRILLED <br /> 2 TYPICAL SEASONAL HIGH GROUNDWATER LEVEL <br /> A- 3 , A-2-4 AASHTO SOIL CLASSIFICATION SYSTEM <br /> A - 2- 6 <br /> WHILE THE BORINGS ARE REPRESENTATIVE OF SUBSURFACE CONDITIONS AT THEIR <br /> RESPECTIVE LOCATIONS AND FOR THEIR RESPECTIVE VERTICAL REACHES , LOCAL VARIATIONS <br /> CHARACTERISTIC OF THE SUBSURFACE MATERIALS OF THE REGION ARE ANTICIPATED AND <br /> MAY BE ENCOUNTERED . THE BORING LOGS . AND RELATED INFORMATION ARE BASED ON THE <br /> DRILLER' S LOGS AND VISUAL EXAMINATION OF SELECTED SAMPLES IN THE LABORATORY. THE <br /> DELINEATION BETWEEN SOIL TYPES SHOWN ON THE LOGS IS APPROXIMATE AND THE <br /> DESCRIPTION REPRESENTS OUR INTERPRETATION OF SUBSURFACE CONDITIONS AT THE <br /> DESIGNATED BORING ' LOCATIONS ON THE PARTICULAR DATE DRILLED . <br /> GROUNDWATER DEPTHS SHOWN ON THE BORING LOGS REPRESENT GROUNDWATER <br /> SURFACES ENCOUNTERED ON THE DATES SHOWN , FLUCTUATIONS IN WATER TABLE LEVELS <br /> SHOULD BE ANTICIPATED THROUGHOUT THE YEAR, ABSENCE OF WATER SURFACE DATA ON <br /> CERTAIN BORINGS IMPLIES THAT NO GROUNDWATER DATA IS AVAILABLE , BUT DOES NOT <br /> NECESSARILY MEAN THAT GROUNDWATER WILL NOT BE ENCOUNTERED AT THESE LOCATIONS <br /> OR WITHIN THE VERTICAL REACHES OF THESE BORINGS IN THE FUTURE . <br /> LEGEND FOR FIGURE 5 <br /> NOWM Ardaman & Associates, in . <br /> 0sahahnloal, Environmental and <br /> Materials Consultants <br /> ROADWAY SOIL SURVEY <br /> 20th AVENUE SW IMPROVEMENTS <br /> INDIAN RIVER COUNTY, FLORIDA <br /> DOW -ere mmm W. WBC it mm 10 19 06 . <br /> fu Mo• Amw m sn mum <br /> 06-5699 D,rz 4 <br />