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C� <br />;a <br />PROJECT NUMBER- <br />SAC31583.AC.ZZ. BH- SHEET t OF 2 <br />SOIL BORING LOG <br />PROJECT Foreward Landfill <br />LOCATION Stockton. CA <br />Appro>.39.0 feet DRILLING CONTRACTOR <br />ELEVATION P,tche, D+,tl,n9 Lc,mpany <br />Rotary wash - Failin 750 M. Homolka <br />DRILLING METHOD AND EQUIPMENT 05/01/92 FINISH 05/01/92 LOGGER <br />WATER -LEVELS Not Measured START COMMENTS <br />SAMPLE STANDARDSOIL DESCRIPTION <br />XI- PENETRATION <br />0L� TEST SOIL NAME. IISCS GROUP SYMBOL. COLOk. DEPTH OF CASING. DRILLING F <br />J DRILLING FLUID LOSS <br />WW a z w RESULTS MOISTURE CONTENT. RELATIVE DENSITY c• <br />®U > aw > m TESTS AND INSTRUMENTATIO <br />_ OR CONSISTENCY. SOIL STRUCTURE. `0 <br />aaLc ,W- °-M u 61-61-6- <br />• tN) -C MINERALOGY �� <br />WW =) = �? K Slat (hitting @ 11:00 amin <br />5.0 <br />fc, <br />uS-1 10s <br />10.0 10.0 <br />5-2 1.1 t:17-27-5015 <br />(>50) <br />11.5 <br />T17.5 <br />15.0 <br />EI.2U-H <br />20 <br />20.0 <br />4 1.5 <br />21.s .0r <br />1 <br />25.0 <br />T26 -5 <br />L5 <br />7-7-10 <br />(17) <br />14 -1.3 - Ib <br />(29) <br />LEAN MAY WITH SAND: (CL). 1'�•9te t"r,w,'. <br />mp,;t, Iro„1. Coir^ mnllled w,th white <br />LEAN CLAY WITH SAND: ICL). sim,la, I0 <br />aonve with white deposit sl,eak5 <br />LEAN CLAY. (CL). yellow-I.rruwll. wel. h.il <br />fine In mediumgrained <br />t Saltf I:y rl city e <br />sandy Clay <br />SANDY SILT. (:40. yellow-UrOwn will" <br />Slight blaCk and white m0ttlrn9- mnisl. very 1j <br />Stitt <br />POORLY GRADED SAND WITH CLAY: ISP)• <br />orange -thrown with distinct u�t-t,la,,k <br />weathe,in�, we'.. medium rt. ,S. <br />J <br />I <br />J <br />D,iOe, starts using water at r' <br />feet <br />Fy = ,aml',le SOWS <br />Pr - -1.5 1st <br />PP = sample splits <br />D, ille, nous sand a; 25.0 <br />PP = sample Splils <br />