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' • • CLEARWATER GROUP, INC. <br /> FIELD EXPLORATORY SOIL BORING LOG <br /> Sheet 2 of 4 <br /> FIELD LOCA-7 OF BORING: CLIENT/LOCATION: BORING NO.: BORING DEPTH: BOF INC DI.tiINhTER: <br /> Ln Olivarez, Stockton MW-1 60 Feet 8 I:Iches <br /> 50 DRILLING CONTRACTOR: WELL NO-: WELL DEP TFL PLANNED USE: <br /> ' Cl) M[W-I Mitchell Drilling MW-1 60 Feet Monitoring <br /> t] DRILL RIG TYPE: WELL MATERIAL: SCREEN SLOT SIZE: FILTER PACK: <br /> WASTE v TION CMB 75 2" SCH 40 PVC 0.020" #3 sand <br /> ' DRILL RIG OPERATOR WELL SEAL: <br /> Rob Slagel Neat cement over hydrated bentoni:e pellets <br /> z SAMPLING ESTIMATED SAMPLING METHOD: Split spoon sampler <br /> z O PERCENT <br /> ' \< , o MIN <br /> o"MORG INSTRUMENT: Sensidyne FID <br /> < <br /> `n 9 ,a a FIST ENCOUNTERED WATER DEPTH: 50 Feet <br /> S 3 o srATlc WATER DEPTH-DATE: 47.26 feet,5/: /95 <br /> T-1hm <br /> "' 8 SAND (SP); light brown, predominzaitly fine, trace <br /> 11 0 100 <br /> 21 coarse,subrounded to subangular,medium dense;trace <br /> it clay. <br /> z zz <br /> 23 <br /> 1 U <br /> O 24 <br /> C7 25 <br /> 1.0 100 SAND (SP); as above, red-brown to yellow-grey. <br /> 26 <br /> 27 <br /> 28 <br /> 29 <br /> 30 <br /> ' 15 SAND(SP);red-brown and grey, finE,medium dense; <br /> 22 1000 100 trace silt; damp. <br /> w 7 3I <br /> 2 ♦.����►♦ <br /> C}�{ �������♦ <br /> ♦������� <br /> 32 <br /> 33 <br /> 34 <br /> 35 <br /> 10 <br /> SILT (ML); brown-grey, white dend-itic mottle very <br /> ....,,.. <br /> 14 10000+- <br /> 100 <br /> 36 ,..,,,.. stiff, very low plasticity; trace gravel; trace clay; <br /> 14 <br /> ........ <br /> damp. <br /> 37 <br /> C <br /> 39 <br /> 40 <br /> I ` <br />