Laserfiche WebLink
SOIL BORING LOG Boring No. JAW-1 Sheet I of—2 <br /> Ciiient Arco Station#6080 Date 6112100 <br /> Address 85 Louise Ave. Driller Westex ri : B61 <br /> Lathro2,CA Drilling Foreman Steve Dockr <br /> Project No. D000-339-2 Method HSA holediam-: 101 <br /> Logged By: Scott Bittinger <br /> Well Pack sand: 7 ft. to 28 ft. Well Construction casing: PVC screen: — <br /> bent.: 5 ft. to 7 ft, casing diam_: 4- screen slot .02 <br /> grout: 0 ft. to 5 ft_ Depth to GW: Q ft.Time/Date T ft,Time[Date <br /> Sam le7"Z,., aw.- <br /> 'Depth:t <br /> LfrHO 2FT:: <br /> :j s <br /> F No; <br /> COLUMN <br /> Flp <br /> ASPHALT 0-6" <br /> SW §A—NO,fineto medium grained, <br /> —2 native soil,not fill <br /> —3 <br /> 4 <br /> 2 <br /> 4 <br /> 6 1445 6 SVV SAND,fine to medium grained,light brown,20 fines,moist.loose. 0 <br /> —7 <br /> 3 <br /> SW SAND,fine to medium grained 10'tD 11',light brown,wet <br /> MWI-1 1 7 1454 1 1 V SAND,medium to coarse grained 1 Vto 11.5',3-5%fines <br /> SW Ivvse,wet,olive brown <br /> 180 <br /> 1 3 <br /> 1 4 <br /> 12 <br /> Mwi-115 SP SAND,poorly graded,<3%fines,coarse grained,wet,loose, 3 <br /> medium dense,light brown <br /> 1 7 —----- <br /> --2 0 :5W ll D.20-20.5',fine to medium grained,20-30%fines, <br /> qrtt brown,stiff,wet,excellent cohesion <br /> Field Location of Boring: Comments, <br /> Total depth is 28' <br /> South of pump islands <br /> soil sample sent to lab for analysis <br /> 5BL MW-1 0612DO <br />