Laserfiche WebLink
LOG OF EXPLORATORY BORING <br /> F PROJECT NUMBER 939-02.06 BORING NO. G-2 <br /> PROJECT NAME S.J. County Landfill Development Site PAGE 2 OF 8 <br /> BY BAB DATE 7/01-02/87 SURFACE ELEV. 104.90 <br /> POCKET PENETRA- U a LITH O- <br /> TORVANE PENETRO- TION z <br /> METER C GRAPHIC DESCRIPTION <br /> > a <br /> (TSF) (TSF) lows/ <br /> p) 3 J c � COLUMN <br /> 20— <br /> SC CLAYEY SAND (continued) . <br /> Fines increase. <br /> CL SANDY CLAY, yellowish brown (10YR, 5/4 <br /> 25 to 10YR, 5/8) ; 25% sand; predominant- <br /> ly fine-grained; 'trace coarse <br /> grained; quartzose; minor interbeds <br /> light brownish gray (2.5Y, 6/2) clay; <br /> moist. <br /> Varies to sandy= clayey cla a silt. <br /> 30 '@30' : 35% very fine- to coarse- <br /> grained sand. <br /> 35-EClay softens. <br /> CL- SANDY CLAY to CLAYEY SAND, yellowish <br /> SC brown (10YR, 5/4) ; 35-55% fine- to <br /> predominantly medium-grained sand. <br /> 40 <br /> REMARKS <br />