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SAMPLE/SAMPLER TYPE GRAPHICS UNIFIED SOIL CLASSIFICATION SYSTEM(ASTM D 24871 m WELL-GRADED GRAVELS, GROUND WATER GRAPHICS CLEAN CUA and •' GW GRAVEL-SAND MIXTURES WITH o Q WATER LEVEL(level where first observed) m GRAVEL 1-Cc`3 • LITTLE OR NO FINES N WITH o <5% POORLY GRADED GRAVELS, 1 WATER LEVEL(level after exploration completion) $ FINES Cu-4 and/ o D GP GRAVEL-SAND MIXTURES WITH or 1>Cc>3 o LITTLE OR NO FINES WATER LEVEL(additional levels after exploration) o g' OBSERVED SEEPAGEt • WELL-GRADED GRAVELS, 'F4 GW-GM GRAVEL-SAND MIXTURES WITH w NOTES m CUM and • LITTLE FINES oThe report and graphics key are an integral part of these logs. All y is Ccs3 WELL-GRADED GRAVELS, a data and interpretations in this log are subject to the explanations and GRAVELS • GW-GC GRAVEL-SAND MIXTURES WITH limitations stated in the report. `o_ WITH • LITTLE CLAY FINES 5 5%TO • Lines separating strata on the logs represent approximate 9 12% POORLY GRADED GRAVELS, boundaries only. Actual transitions may be gradual or differ from m FINES GP-GM GRAVEL-SAND MIXTURES WITH those shown. Cu-4 and/ LITTLE FINES No warranty is provided as to the continuity of soil or rock o ' 0 or 1=Cc•3 • e POORLY GRADED GRAVELS, o conditions between individual sample locations. # t GP-GC GRAVEL-SAND MIXTURES WITH •Logs represent general soil or rock conditions observed at the t o LITTLE CLAY FINES point of exploration on the dale indicated. c m d GM SILTY GRAVELS,GRAVEL-SILT-SAND •In general,Unified Soil Classification System designations $ o MIXTURES presented on the logs were based on visual classification in the field 2 GRAVELS and were modified where appropriate based on gradation and index m property testing. m -r WITH CLAYEY GRAVELS, UJ 12% GC GRAVEL-SAND-CLAY MIXTURES •Fine grained soils that plat within the hatched area on the M FINES Plasticity Chart,and coarse grained soils with between 5%and 12% t7 passing the No.200 sieve require dual USCS symbols,ie.,GW-GM, E GC-GM CLAYEY GRAVELS, Gfi GW-GC,GP-GC,GC-GM,SW-SM,SP-SM,SW-3C,SP-SC, o GRAVEL-SAND-CLAY-SILT MIXTURES SC-SM. m ' •If sampler is not able to be driven at least 6 inches then 50/X c indicates number of blows required to drive the identified sampler X to CLEAN Cu:�and SW WELL-GRADED SANDS,SAND-GRAVEL inches with a 140 pound hammer falling 30 inches. @ SANDS 1`x`-3 MIXTURES WITH LITTLE OR NO FINES o m WITH <5% POORLY GRADED SANDS, Cu 46 and/ r: FINES or UCc•3 : SP LITTLE NO RAMIXTURES WITH y V LITTLE OR NO FINES w r SWSM WELL-GRADED SANDS,SAND-GRAVEL z MIXTURES WITH LITTLE FINES ' `ry Cu�6and s CF3 'EA SANDS SWSC WELL-GRADED SANDS,SAND-GRAVEL N WITH MIXTURES WITH LITTLE CLAY FINES Q o 50/0 TO u 12% POORLY GRADED SANDS, FINES SP-SM SAND-GRAVEL MIXTURES WITH y Cu 4i and/ 2 LITTLE FINES `m 8 or 1•Cc�3 POORLY GRADED SANDS, o SPSC SAND-GRAVEL MIXTURES WITH F LITTLE CLAY FINES 3 ` w SM SILTY SANDS,SAND-GRAVEL-SILT x P MIXTURES SANDS WITH> SC CLAYEY SAN a DS,SAND-GRAVEL-CLAY z E t? FINES MIXTURES o n ' 0 SCSM CLAYEY SANDS,SAND-SILT-CLAY MIXTURES dML INORGANIC SILTS AND VERY FINE SANDS,SILTY CLAYEY FINE SANDS,SILTS WITH SLIGHT PLASTICITY N INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY,GRAVELLY m JSILTS AND CLAYS CL CLAYS,SANDY CLAYS,SILTY CLAYS Ul CLAYS O y E m > (Liquitl Limit INORGANIC CLAYS-SILTS OF LOW PLASTICITY,GRAVELLY r y less than 50 CL-ML Il 9.0 ) CLAYS,SANDY CLAYS,SILTY CLAYS,LEAN CLAYS $I Z m=c — OL ORGANIC SILTS&ORGANIC SILTY CLAYS O1 Q t m N — OF LOW PLASTICITY E INORGANIC SILTS,MICACEOUS OR m MH DIATOMACEOUS FINE SAND OR SILT v'- SILTS AND CLAYS INORGANIC CLAYS OF HIGH PLASTICITY, Z `p (Liquid Limit CH FAT CLAYS c i LL 2 greater than 50) ORGANIC CLAYS&ORGANIC SILTS OF 5i OH MEDIUM-TO-HIGH PLASTICITY m o ' ¢ y y PROJECT ND.: 20162869 FIGURE GRAPHICS KEY � DRAWN BY: GG ' 7 5 KL E/NFEL OER CHECKED BY: JAW. Delta TruckC�Ck Center �+ J \ Bright People. Right Solutions. DATE: 4/1412016 161 E.Transportation Ct. San Joaquin County,California i i REVISED: 4/1912016 KLEINFELDER-2001 Arch-Airport Road,Suite 100 1 Stockton,CA 95206 1 PH:209.948.1345 1 FAX:209.234.4700 1 twAv.deinfelder.com