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SOIL DRILLING LL s SBS <br /> # D- 2A90'1-2_4 <br /> F EA <br /> Page 1 of z Geologist. Matt Hanko M PaLl <br /> SIGNATURE OF GEOLOGIST <br /> PROTECT NeurnWer&Beardslee/Wismtns LOCATION 4555 North PershM,Stockton California <br /> TOC ELEVATION 7 74 IL (MSL) DATE(S) 1115/92 TOTAL DEPTH 4001 <br /> MONITORING DEVICE HNu SCREENED INTERVAL 25-40 <br /> SAMPLING METHOD Ca.Modified Split Spoon_ SUBCONTRACTOR&EQPT GEM DrWing53 <br /> PERCENTAGE ORDER. (GRAVEL,SAND,SILT,CLAY) MEMO Q <br /> MEMO <br /> Penetration <br /> s <br /> Results Borehole Abandonment/ <br /> a Rwell Consunctbon <br /> 5 <br /> tf S2 Soil Descnphan y $ w Details <br /> t Blows 3S a : ¢ Color,Texture,Moisture,Etc <br /> �n t5"�'6' In., cn Q Q Traffic Rated <br /> Vault Boz <br /> 0'-0 5'Concrete <br /> 0.5'-5 0'S ILTY CIA (0,10.40. ), CL Lacivtig wen <br /> dark brawn(10YR3/3),very plastic;stiff, Cap <br /> slightly moist. <br /> 2.5 <br /> S 0 8-16-19 35 <br /> S 0 -27.5'CLAYEY SILT (0,5,63.32), ML 2 mch diameter <br /> . 0 brown(10YR4/4),trwxhu n plastic;stiff to blank Sett.40 <br /> hard,dry to slightly moist. PVC <br /> 7S <br /> 100 7-18-22 40 <br /> Hydrated <br /> 0 Pa tla nd <br /> Cement <br /> 12.5 <br /> ISO 12 18-35 53 <br /> I01863 8 inch diameter <br /> 101864 0 borehole <br /> AT 17 0'SANDY SILT (0,30,50,20), <br /> 17.5 brown(7.5YR513),non-plastic.very fine <br /> sand.soft. <br /> 200 lass-2o 37 200 GEaElUS ius - <br /> See Fallowing Page <br /> SNO <br /> SIGNATURE OF FIELD SUPERVISOR AND REVIEV�ER SIGNATURE OF REVIEWER 7� <br /> aC &,) S c.c p---Z GurDSC_ �►,�O <br /> TITLE TSE <br />