Laserfiche WebLink
SOIL BORING AND WELL LOG <br />PROJECT NO: 03009.10007.37020 PROJECT NAME: E&R Freeman <br />DATE BEGAN: 09/19/2011 DATE FINISHED: 09/19/2011 <br />DRILLER: RSI LATITUDE/NORTHING: <br />GROUND SURFACE ELEVATION: 29 37.95/ 2170774.37 <br />STABLE DEPTH TO GW 50.10' <br />DRILLING METHOD: Direct Push/Rotary Auger DRILL EQUIP: GP804ODT <br />BORING NO: MW -2 <br />FIELD GEOLGIST: Jim Donohue <br />LONGITUDE/ EASTING: <br />-121.245/6346972.087 <br />INITIAL DEPTH TO GW: 60' <br />TOC ELEVATION: 28.60' <br />29.0 0.0 <br />28.0 1.0 <br />27.0 2.0 <br />26.0 3.0 <br />25.0 4.0 <br />24.0 5.0 <br />23.0 6.0 <br />22.0 7.0 <br />21.0 8.0 <br />20.0 9.0 <br />19.0 10.0 <br />18.0 11.0 <br />17.0 12.0 <br />16.0 13.0 <br />15.0 14.0 <br />14.0 15.0 <br />13.0 16.0 <br />12.0 17.0 <br />11.0 18.0 <br />10.0 19.0 <br />9.0 20.0 <br />M <br />M <br />Asphalt and gravel 2-3 inches. <br />} <br />10YR <br />Moist <br />Z <br />O <br />CL <br />LEAN CLAY - (100, 0, 0), moderate <br />SOIL DESCRIPTION <br />� <br />U <br />w <br />Lu <br />J <br />v <br />ELEV <br />(FT.) <br />DEPTH_j <br />(FT.) <br />ASTM Soil Name- Percentages (0,0,0), fines, sand, <br />c <br />10YR <br />� <br />Soft <br />LL <br />O <br />J <br />_j Z) <br />w � <br />grayish -brown. <br />4/2 <br />p <br />gravel; grain size, plasticity, roundness, interpretation <br />=3 <br />Z <br />U)d <br />3 <br />CLother. <br />O <br />2 <br />Q <br />O <br />LEAN CLAY - (100, 0, 0), light olive brown <br />Z <br />O <br />Moist <br />Soft <br />CL <br />with light brownish -gray mottling. <br />6/2 <br />U <br />U <br />29.0 0.0 <br />28.0 1.0 <br />27.0 2.0 <br />26.0 3.0 <br />25.0 4.0 <br />24.0 5.0 <br />23.0 6.0 <br />22.0 7.0 <br />21.0 8.0 <br />20.0 9.0 <br />19.0 10.0 <br />18.0 11.0 <br />17.0 12.0 <br />16.0 13.0 <br />15.0 14.0 <br />14.0 15.0 <br />13.0 16.0 <br />12.0 17.0 <br />11.0 18.0 <br />10.0 19.0 <br />9.0 20.0 <br />M <br />M <br />Asphalt and gravel 2-3 inches. <br />10YR <br />Moist <br />Firm <br />CL <br />LEAN CLAY - (100, 0, 0), moderate <br />4/2 <br />plasticity, dark grayish -brown. <br />LEAN CLAY with SAND - ( 80,20,0), dark <br />10YR <br />Moist <br />Soft <br />CL <br />grayish -brown. <br />4/2 <br />Color change to yellowish -brown, organics. <br />Very pale brown mottling. <br />LEAN CLAY - (100, 0, 0), light olive brown <br />2.5Y <br />Moist <br />Soft <br />CL <br />with light brownish -gray mottling. <br />6/2 <br />2.5Y <br />5/3 <br />SILTY SAND - (50, 50, 0), fine sand, low <br />2.5Y <br />Moist <br />Loose <br />SM <br />plasticity, charcoal pieces up to 1/2 inch <br />3/3 <br />diameter, dark olive brown. <br />PAGE 1 OF 4 <br />Vault <br />Cap <br />