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11 <br /> 1v1W It <br /> SOIL DRILLING LG _y #�D- Mw2 <br /> Page APaLcyPF <br /> 1 of 2 <br /> GeologySL MattHanko <br /> SIGNATURE OF <br /> GIST <br /> • PROJECT _ Neumlller&B_e_ardsledW Ens LOCATION 4 <br /> 555 North Pers Stockton California <br /> TOC ELEVATION 7 74 M (MSL) DATE(S) IV5/92 TOTAL DEPTH 4001 <br /> MONITORING DEVICE HNu SCREENED INTERVAL 25-40 l <br /> SAMPLING METHOD Ca.Modified Split Spoon _ SUBCONTRACTOR&EQPT Gr 53 <br /> PERCENTAGE ORDER: (GRAVEL,SAND,SILT,CLAY) MEMO s=ELM Water <br /> MEMO <br /> Penetration � <br /> 3 RmWts eo c Borehole Abandntan=t/ <br /> a q $ 0 Q Well Conxttt�4cwn <br /> y. Q u :3Ei Soil►./esmption U r�i Details <br /> Blows a,: IG <br /> ¢ a Color,Tcxtum Moisture,Etc <br /> t rn <br /> 6--6--6- ,cn rn O a7 °'ss Traffic <br /> Rated <br /> U V Vatilt Bax <br /> 0 -0 5 Concrete <br /> OS -5 0'SALTY CA (0,10,40,50), CL Locinng wen <br /> dark brown(10YR3/3).very plastic;stiff. cap <br /> shghdy moist <br /> 2.5 _ <br /> —50 8-14 19 33 <br /> S 0 -27-5 CLAYEY SILT (0,5,53,32), RL 2 mch diameter <br /> 0 brown(10YR414).medium pWtuc-,stiff to blank sdL 40 <br /> hard, dry to slightly moist. PVC <br /> 7S <br /> 100 718-22 40 <br /> Hydrated <br /> 0 Portland <br /> Cert <br /> 12.5 <br /> —150 12-18-35 33 <br /> 101863 9 mch drameter <br /> 101864 0 batehwle <br /> AT 17 0 SANDY SILT (0.30 0,20), <br /> 17.5 brown(7-5YR5(3), nou-piastic very fine - <br /> sand,soft <br /> EREO ��0 <br /> �C <br /> 200 10-15-20 370 200 AULIMAAi,1US V c <br /> See Following Page <br /> Ao <br /> , Eiq�L.kne1>D1SIGNATURE OF FIELD SUPERVISOR AND REVIEWER SIGNATURE OF REVIEWER �+ �;GSosc-{ /' <br /> TIME <br />