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Street Address Project ID <br /> 1605 South El Dorado Street Exxon Station No. 7-0137 <br /> City&State Surface Elev Well I Bonng ED <br /> Stockton, California NM SB-3 <br /> Delta Delta Project# Casing Eley i otm Depth <br /> Environmental <br /> Consultants.Inc D099_865 N/A 46' <br /> BACKFILL DETAIL SAMPLING DATA SOIL PROFILEILITHOLOGY <br /> OVA <br /> Deet Number u Valucs Cosunrs L <br /> Groghse Visual Description <br /> (pP-) <br /> ASPHALT SURFACE <br /> eo.c4'4s- <br /> /r Fill Material silty sand with gravel light brown fine to <br /> medium grained sand,subrounded to subangular gravel up to <br /> 40mm <br /> r/rJ <br /> rrrr <br /> ^5- <br /> I/Ir —neat evnrnt <br /> growl SILTY CLAY light brown,low plasticity soft moist (CL) <br /> rrrr <br /> SB 3-7 0 <br /> /rrr <br /> rfrJ <br /> r!r! <br /> r!r! <br /> t0 <br /> r/rr <br /> ♦fr/ 5871[ 0 <br /> rrrr <br /> rrlr i <br /> rfrr <br /> - - - rrrr - - -- <br /> rff/ <br /> 15 rr// 15 <br /> SB 3 f6 0 <br /> rr/r <br /> /rrf <br /> 20 �0 <br /> rrrr - <br /> so 3 21 <br /> 513331 0 _ <br /> /rr! <br /> rrrf <br /> GROUND <br /> WATER LEVEL <br /> 84�,G799 <br /> rJrJ <br /> r•/r <br /> rrrf <br /> 25 r/fr 25 <br /> SANDY CLAY greenish gra} to light brown lou plasticity <br /> S8 3 26 0 _ fine grained sand soft moist (CL} <br /> rrrr <br /> rrrr <br /> rlrf <br /> rrr/ <br /> ' 30- rfrr _ 30 J <br /> rrrr <br /> S13 3 t 0 <br /> rr/r <br /> rrrr <br /> no recover) from 34 [p 36 sample <br /> 35 <br /> Continued Next Paye <br /> Logger Sampling Method 8 Diameter Permating Agency <br /> Dates and"rimes Ben I Henen bu 1-inch ID 2.4-inch sam ler San Joaquin County PHD <br /> Stats Dntlmg Company S.Dniter Bwc Hole Diameter Perms N <br /> 9R6/99 7 10 A114 21ronex Mike Martin 2 Inches <br /> Tonl Dcpth Driilers C 57h <br /> 1121,912 IS I'll 711591; <br /> Cnnq,koon cr b Cviol Drdl n r rq,.l n,d:n hnd <br /> ' S/26/994 (10I'M t!-t: I a <br /> •U L I M x!t Gi l I l p r rrl <br />