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r" SOIL DRILLING LC, .J S <br /> D. . 7.4901.R2 <br /> Laf <br /> Page 1 of 2 <br /> CGeologic • Ma <br /> • ;W <br /> "al L <br /> SIGNATURE OF GEOLOGIST <br /> PROJECT Neumlller&Beardslee/Wiggiiis LOCATION 4555 North PershtM Stockton California <br /> TOC ELEVATION 7-54 R. (MSL) DA <br /> TE(S) 1113/92 TOTAL DEPTH 40.0* <br /> MONITORING DEVICE HNu SCREENED IN=VAL <br /> SAMPLING METHOD Ca.Modified Smit Spoon_ SUBCONTRACTOR&EQPT _ Gr=DriyhiZL3_33 <br /> PERCENTAGE ORDER (GRAVEL,SAND,SILT,CLAY) MEMO Q =Fwm Water <br /> MEMO <br /> peneannoa <br /> sults <br /> Results Borehole Abandonment/ <br /> 3 so c m well Constmcbm <br /> E Soil <br /> pbon <br /> Blows ¢ ¢ yaa Color.Texm MDetails <br /> oisture,Etc 5 0• <br /> C rn <br /> 6'-6'-6- 0rn O U Traffic Rated <br /> Vann Box <br /> 0' -OS'Asphalt <br /> 0 5' -5 0'SILTY CLAY (0,10,40,50), C- Lociang well <br /> dark brown(10YR3/3),very plastic,stiff. cap <br /> slightly moist <br /> 2.5 <br /> —50 7-15-20 35 <br /> 5 0' -27S'CLAYEY SILT (0.5,63,32). ML 2 tech diameter <br /> 0 brown (10YR4/4),medium plastic.stiff to blank srh.40 <br /> hard,dry to slightly moist- PVC <br /> 7.5 <br /> 100 8-17 I9 37 <br /> Hydrated <br /> 0 Podland <br /> C,emeot <br /> 12.5 <br /> —150 5 14-21 35 <br /> 103367 g uxh diatmter <br /> 103368 0 borehole <br /> At 17 0'SANDY SILT (0 30.50.20), <br /> 17.5 brown(7.5YR5/3),non-plasac;very fine <br /> sand,soft. <br /> ED GFO <br /> �O <br /> . 200 <br /> 5-6-11 17 200 l]LIUS V Cul <br /> See Following Page. GERIi1ANAS -; <br /> �lNo 5328 <br /> SIGNATURE OF FIELD SUPERVISOR AND REVIEWER SIGNATURE OF REVIEWER <br /> ��+ a2 ..Ssa� gTcf dQ5 0� <br /> TITLE TTI'LE <br />