Laserfiche WebLink
DATE OBSERVED: 6-19-85 METHOD OF DRILLING: 24" Bucket Auger <br />2200 to 231: 1450 to 461- Too <br />LOGGED BY: MBC GROUND ELEVATION: 152± LOCATION: See Plot Plan <br />w <br />a <br />°o <br />mw <br />a <br />Lu <br />IL <br />oaa.. <br />- BORING NO. 17 <br />U. <br />, <br />Ma <br />1-2 <br />a <br />z <br />w> <br />y <br />3 <br />CO <br />NW <br />QI- <br />SOIL TEST <br />w <br />a <br />-i <br />iN <br />2O <br />CO <br />aZ <br />DESCRIPTION <br />O <br />U <br />m <br />: <br />ro <br />O <br />?0 <br />0 <br />A/C and Base <br />SM <br />FILL: <br />ML <br />Dark brown sandy SILT, moist, dense, <br />gravel present <br />5— <br />ML <br />P-1 <br />ALLUVIUM: <br />Medium brown sandy SILT, moist, <br />SM <br />medium dense, trace of gravel <br />Interbedded with silty sand <br />ML <br />@7' Becomes slightly clayey with no <br />10 <br />sand <br />P-1 <br />Slightly sandy, slightly clayey <br />@13' Becomes very moist, soft <br />16 <br />Medium brown silty SAND, very moist, <br />SM <br />1 <br />X <br />medium dense <br />@19' Layer of clayey silt <br />20 <br />Becomes gravelly SAND very moist,' <br />SW <br />GW <br />caving below 21', becomes less moist <br />with depth, increasingly gravelly <br />with abundant cobbles <br />25 <br />@26' Becomes slightly clayey <br />p27' Slightly silty, no clay <br />@29' Becomes silty sand, moist <br />30 <br />TOTAL DEPTH 30' <br />No Groundwater <br />Caving below 21' <br />36 <br />40 <br />] <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 <br />JOB NO.: 2702^00 <br />LOG OF BORING <br />FIGURE: B-32 <br />IRVINE SOILS ENGINEERING, INC. <br />