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SOIL DRILL17VG L(. .s # D # 24901-"2 <br /> AM � Page i of 2 <br /> Geologist. Matt o <br /> ar <br /> SIGNATURE OF GEOLOGIST <br /> PROJECT _ _ Newniner& BeardsleeJW1=1ps * ,LOCATION 4555 North Pers Stockton,CaRforata <br /> TOC ELEVATION 7.54 rt (MSL) DATE(S)I113192 TOTAL DEPTH 40 0' <br /> MONITORING DEVICE HNu SCREENED INTERVAL 25-40 _ <br /> SAMPLING METHOD Ca_Modified S1?lit Spooti SUBCONTRACTOR&EQPT ... _ GreRa Dr1WnzfB-53 _ <br /> PERCENTAGE ORDER (GRAVEL,SAND,SILT,CLAY) MEMO !Z =First Water <br /> MEMO <br /> P <br /> Residts eBorehole Abaonn=tJ <br /> ba <br /> Rults oo a <br /> .9 wen eonsou� <br /> 9 Sod Desaiptsan y 8 n Dttads <br /> BlowsWj <br /> "5 < a Color,Texture,Motstrsre,Ftc <br /> C 6 {'~-6" r"a cn cn O Traffic ca es <br /> v U t5 Walt Box <br /> 0 -OS' Asphalt <br /> 0.5 -5 0' SILTY CLAY (0,10,40,50), CL LochnS weU <br /> dark brown(FOYR3/3) very plastic,stiff, Cap <br /> slightly moist- <br /> 2.5 <br /> so 7-15-20 35 <br /> 5 0 -275'CLAYEY SILT (0,5 63,32), ML 2 mch diameter <br /> 0 brown(10YR4J4).mediam plastic,stiff to b1m*scat 40 <br /> hard.,dry to slightly moist- FVC <br /> 75 <br /> —100 8-17-19 37 <br /> Hydrated <br /> 0 Pnttl" <br /> C <br /> 12-5 <br /> is 0 5-14-21 35 <br /> 103367 8 mch diameter <br /> 103368 0 borehcAc <br /> At 17 0'SANDY SILT (0,30.50.20), <br /> 17-5 brown(7.5YRS/3),non-plastic,very fine <br /> sand,soft, <br /> ED GEO <br /> �O <br /> 200 5-6r11 l7 200 ULCUS V Cuy <br /> See Following Page.. GEF1ANAS —` <br /> No 5328 <br /> SIGNATURE OF FIELD SUPERVISOR AND REVIEWER SIGNATURE OF REVIEWER .A y� <br /> �yr..�2 qS S cat A.Tc! C. flQ <br /> �TI-E TITLE <br />