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LOG OF BORING NP-2 <br /> • ARMIS (Page 3 of 4) <br /> GERAGHTY&MILLER <br /> Unocal Site#0187 Date Completed January 8 1999 Drill Rig <br /> 437 E Miner Avenue Logged By Rhemhard Rumke Driller Van <br /> Stockton,California Checked By Stephen Cullen Diameter 8 25 inches <br /> Drilling Company Woodward Drilling Backfill Material Cement/Bentonite Grout <br /> Mbdure(5%bentonite) <br /> SB000070 0004 Drilling Method Hollow-stem Auger <br /> Weill NP2-22(upper) <br /> We112 NP2-60(middle) <br /> m We113 NP3-116(lower) <br /> D inth a 8 PID` rn az Eiev 11 55 <br /> W DESCRIPTION REMARKS <br /> Em (ppm) U Q <br /> Feet Cn <br /> Lab No n r1°n om <br /> 70 <br /> Sand Pack <br /> Simulprobe- - <br /> SILTY SAND,Increased sift conten full container, <br /> 20 _ <br /> ® 1 5 SM <br /> 5o as abovet,olive grey,wet Not much in <br /> soil sample <br /> 35 ® Maybe <br /> ut of <br /> 75 54 1 4 SILTY SAND,Increased sift content flowing <br /> cat her - <br /> as abov_e1 olive grey,wet --..----_ Put sample in <br /> 12 1 1 SILT,some clay,blue-grey,slightly glass tar = <br /> so ® moist,firm <br /> 48 SILT,some clay,trace fine sand, <br /> 50 ® 1 1 blue-grey,slightly moist,firm <br /> • 80 SILT,some clay,approx 3 layer of Simulprobe _ <br /> ® <br /> 15 o wet fine sand @ approx 80 T', 5oml very <br /> blue-grey,slightly moist,firm turbid sample _ <br /> 15 ® SILT,some clay,trace fine sand, <br /> 50 1 5 0 blue-grey,slightly moist,firm <br /> SILT,some clay,trace fine sand, _ <br /> 5085- 1 o blue-grey,slightly moist,firm - <br /> 50 <br /> SILT,some clay,trace fine sand, =_ <br /> a5 ® 1 o blue-grey,slightly moist,firm _ <br /> 50 =__ - Cement/ <br /> 15 SILT,some clay,trace fine sand, y' Grout out <br /> 50 ® 1 5 v blue-grey,slightly moist,soft <br /> 90 ® Simulprobe- <br /> 5 o ML approx 100ml, Z;:;-y <br /> veryturbid not <br /> ® <br /> SILT some clay,trace fine sand, sure if water 1 0 blue grey;slightly moist,soft is from _ - V schedule <br /> VC ule <br /> 5o formation,may yy <br /> SILT,some clay,trace fine sand, be leakage _ <br /> ¢ <br /> may 1 o blue-grey,slightly moist,soft <br /> C l 50 <br /> N SILT,some clay,trace fine sand, 3 <br /> t _~� <br /> N401 o blue-grey,slightly moist,soft <br /> S 5o --- <br /> 2 SILT,some clay,trace fine sand, 4 <br /> zs ® 1 0 blue-grey;slightly moist,soft <br /> 5o <br /> SI 100 SILT,some clay,trace fine sand, Simulprobe- <br /> ® 1 5 o blue-grey;slightly moist,soft dry <br /> SILT,some clay,trace fine sand, <br /> 50 ® 1 p blue-grey;slightly moist,soft <br /> 4 SILT,some clay,trace fine sand, <br /> 3 105LJ I <br /> 25 1 o blaclash-grey;slightly moist,soft = <br /> ,� <br />