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PROJECT NUMBER - BORING NUMBER <br /> SAC31583.AC.ZZ. BH-A SHEET t OF 2 <br /> SOIL BORING LOG <br /> MEOMM <br /> Foreward Landfill <br /> LOCATION Stockton. <br /> PROJECT CA <br /> ELEVATION <br /> Approx. 39.0 Leet GRILLING CONTRACTOR Pitcher [)t rllrn(J t crmpany <br /> NT 4-7/8-Rotar Wash - Failing750 <br /> DRILLING METHOD AND EQUIPME <br /> LOGGER M. Homolka <br /> WATER-LEVELS Not Measured START <br /> OS/Ot/92 FINISH 05/01/92 <br /> SAMPLE STANDARDSOIL DESCRIPTION COMMENTS <br /> 3�- PENETRATION <br /> �r DEPTH OF CASING.DRILLING F <br /> o!, r TEST SOIL NAME.USCS GROUP SYMBOL. COLOR. -� DRILLING FLUID LOSS <br /> UJUJc z cr RESULTS MOISTURE CONTENT. RELATIVE DENSITY <br /> ®U aw > OR CONSISTENCY.SOIL STRIICTIIRE. -.0 TESTS AND INSTRUMENTATIO <br /> �-X w wm o 6'-6'-6� MINERALOGY -o <br /> CL.a ~ r w (N) in <br /> O to rr Stat t dr itlin9 @ 11:00 am <br /> 5.0 LEAN CLAY WITH SAND: (CL). Pale tnrrwr.. <br /> 5.0 l• r_arr: mollte-1 w.th while <br /> S-1 1_0 1'-.3- 3 moral,harr [hiller starts using `safer al ti <br /> (46) del'rri'.r). leet <br /> 6.5 <br /> 10.0PP ,ample splils <br /> 10.0 LEAN CLAY WITH SAND: ICL). similar 1!r <br /> 17-27-50/5 abnve with white deposil streaks <br /> S-2 11 (>50) <br /> 11.5 <br /> 15.0h-:11r PP • .3.5 151 <br /> 15.0 LEAN CLAY: LCL?. yellow-01 wet. <br /> tine to medium grained sand. Could Oe <br /> PUSH sandy clay - pxd,rt; some I',lashcity <br /> PB-3 1.2 PUSH <br /> 17.5 <br /> a <br /> 1 <br /> 20.0 yellow-Drown Witt'` PP = sample sPlits <br /> 20A SANDY SILT: (:SIL). ye <br /> 7-7-10 slight black arid white moIIling.moist. very <br /> $-4 1.5 (17) Stitt <br /> 21.5 <br /> 25.0 Driller notes sand ac 25.0 <br /> Pl10RLY GRADED SAND WITH CLAY: (SP).). PP = sample splits <br /> 25.0 <br /> ►4-13-16 otange-Ltrown with distinct rust-blank <br /> S-5 1.5 wPcmlhPeinq.' e! medium densN <br /> 26.5 <br /> (29) <br /> 'in n r <br /> r <br />