Laserfiche WebLink
t sore DRrrLnvG Lc s SB/MW D- ZM---2490 <br /> Page 1 of <br /> gn <br /> C� GealoglL.sr. Ma Hatsko <br /> SIGNATURE OF GEOLOGIST <br /> PROJECT Neumlller&BeardsledWimns LOCATION 4555 North Pershing,Stockton t,,afornia <br /> TOC ELEVATION 7.29 ft. (MSL) DATES) 1114!92 TOTAL DEPTH 4501 <br /> MONITORING DEVICE HNu SCREENED INTERVAL 27-42 <br /> SAMPLING METHOD Ca.Modifled Split Spoon SUBCONTRACTOR&EQPT Greer D 53 <br /> PERCENTAGE ORDER. (GRAVEL,SAND,SILT.CLAY) MEMO Q -FrSt roarer <br /> MEMO <br /> peneus°OO Basebole Abondonment/ <br /> Results Well C,00stnsct m <br /> rz <br /> Soil Descnpbm a Details <br /> Blows a < 3 Color.Texture,Motsrue,Etc Q <br /> s' G"-6.-6. aoa o <br /> Traffic Rated <br /> Vault Box <br /> 0'-0 75'Asphalt s weu <br /> 0 75'-7.5'SILTY CLAY (0,10,40.50), CL CP <br /> dark brown(I OYR3r3).very plastic,stiff, <br /> Slightly MISL <br /> 2.5 <br /> 50 7-8-15 23 <br /> 2 urh diameter <br /> 0 blank sctL 40 <br /> PVC <br /> 7-5 7S -22 0'CLAYEY SILT (0,5,63,32), ML <br /> brown(10YR4/4),nwdium plash stiff to <br /> hard,dry to slightly moist_ <br /> 7-8-13 21 <br /> 10 0 liydnued <br /> 0 Portland <br /> Cement <br /> 12_5 <br /> 6-18-i9 37 <br /> 15 0 101851 8 uich diameter <br /> 101852 0 '�o1a <br /> 17-5 <br /> Soo <br /> �O <br /> 20 0 11-19-26 45 AULIGEAM11rU►S C <br /> See Following Page... <br /> 0. <br /> tpE=,Ium 90.114 r <br /> SIGNATURE OF FIELD SUPERVISOR AND REVIEWER SIGNATURE OF REVIEWER 'srj� OP <br /> Std-'- luCc ?�SStX, AY�i �' <br /> TITLE TTl'LF <br />