Laserfiche WebLink
f � a <br /> r SAMPLING SOIL BORING DMW-7 <br /> Drilling Method: Mobile B-61 8"HSA18N bit <br /> Sampling Method: Cal Split Spoori <br /> -' Date Started: 12/14/98 <br /> Date Completed: 12/14/98 <br /> If Ilk zip C m Elevation(Ground Surface): 15.60 tt MSL <br /> CL <br /> X Elevation (Top of Casing): 15.25 ft. MSL <br /> C SYMM USCS <br /> U — Description <br /> CL Asphalt—51. <br /> 5 Cal 18/12 <br /> Dark brown clay with layers of flie sandy sift. Hard,damp. <br /> i SM <br /> 10 <br /> w Cat 18110 Sifty fine sand with little medium to coarse sand. Dense, <br /> damp. <br /> UlUi <br /> 15 Cal 18/9 Becomes dark gray fine sand with little sift. Dense,damp. <br /> - ' a <br /> i ; <br /> ML Greenish-gray sift with tract clay) Dense,damp. N <br /> 20 Cal 18/10 <br /> r <br /> ) <br /> ri <br /> i� Cat 18/18 Becomes brown sift with traced Medium dense,damp. <br /> r$� <br /> 30 <br /> Cel 18/15 Becomes layers of olive-gray fi sand(SP). Damp. <br /> f <br /> 35 <br /> W <br /> } <br /> A SOIL BORING/DMW-7 <br /> Former American Forest Products <br /> DAMES&MOORE Stockton, California <br /> 4WAM4MOON war 0o wir �wislc���sae�nw-J m.edr ac�zAa Page 1 of 2 <br /> I <br /> i <br />