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SOIL DRILL17VG Lc s #lam' # � 24906, <br /> 3 <br /> c+ 0D GeologLs <br /> Page 1 0 <br /> k. Matt Iia.nko <br /> :�12e-ZA <br /> Fm "Paff" <br /> • SIGNATURE OF GEOLOGIST <br /> PROJECT Netlat Aller&Beardslee/Wiwns __ LOCATION 4555 North Pershing,StocktonC2190rsia <br /> TOC ELEVATION 7 29 rL (MSL) DATE(S) 1114192 TOTAL DEPTH 4501 <br /> MONITORING DEVICE HNu SCREENED INTERVAL 27.42 <br /> SAMPLING M>✓THOD Ca.Modified Split Spoon SUBCONTRACTOR&EQPT Grmg Dr 53 <br /> PERCENTAGE ORDER. (GRAVEL,SAND,SILT,CLAY) MEMO Q <br /> MEMO <br /> Peaetranoa <br /> Results o0 0 0o Borehole Abendaameatl <br /> well Coostrucuon <br /> Soil I}esrnptbon 5 Des <br /> a. Blows ¢ 3 Color.Textare,Moesttm,Etc Traffic <br /> v6 b cn O U Vank Bozo <br /> 0' -0 75 Asphalt <br /> Locivsg well <br /> 0 75' -7 S S ILTY CLAY (0,10,40.50), CL cap <br /> dark brown(10YR3/3),very plastic,stiff, <br /> slightly moist. <br /> 2.5 <br /> 7-9-15 23 <br /> 50 <br /> 2 ubch diameter <br /> • 0 Pvc sch 44 <br /> PVC <br /> 7-5 75 -22 0 CLAYEY SLLT (0,5 63 32), ML <br /> brown(I OYR4/4),mexham plash stiff to <br /> hard,dry to sllgbtly rWLSL <br /> 7-8-13 21 <br /> 100 Hydrated <br /> 0 Podlarbd <br /> Cemaa <br /> 12-5 <br /> —150 6-18-19 37 8 mdi dtameter <br /> 101851 <br /> 101852 0 barchole <br /> 175 <br /> �o <br /> ` <br /> sAUUM V <br /> 20 a 11-19-2b as GFRId1lX1S <br /> See Following Page <br /> o <br /> p .xra.3o,i M4 <br /> SIGNATURE OF FIELD SUPERVISOR AND REVIEWER SIGNATURE OF REVIEWER <br /> F ��`FO <br /> S:-o � t urc -NSS oc, P.-r—" —SSG. rk <br /> TITLE TTILE <br />