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SOIL BORING LOG Boring No. MW-3 Sheet 'I of 2 <br /> Client Arco Station#6080 Date 6112100 <br /> Address 85 Louise Ave. Driller Westex _ rig type, B61 _ <br /> Lathrop,CA Drilling Foreman Steve Docf my_ <br /> Project No. D000-339-2 Method HSA hole diam.: 10" —M <br /> Logged By_ Scott Bittinger <br /> Well Pack sand: 6 ft. to 27 ft. Well Construction casin : PVC screen:7-27 fL <br /> bent.: 4 ft. to 6 ft. casing diam.: 4" screen slot: .02 <br /> trout 0 fl to 4 ft. D(:pth to GVJ: ft.TimeiDale tt.Time/Date <br /> Sam Ic Blow x Sam le weft s file <br /> P flescnptions of Materials <br /> Lonst.ru LITHO _ - - <br /> T Wo, >Count Time ttecor: o , Sca]e Conditions' <br /> _ ASPHALT -- <br /> _ ROAD BASE GRAVEL 6"-12" <br /> 2 <br /> SAND,brown,fine to medium grained,10-25%fines <br /> — <br /> —3 SW native sail,not fill <br /> �4 <br /> MW3-5 — 6 190_5_— _6 SP SAM light brown,fine to medium grained.20%fines <br /> no _ p— <br /> _ mottles,poorly graded,loose,enough fines for cohesion,moist — <br /> —8 <br /> 5 — — —-------— --—_—_ w_ <br /> MW3-11 7 1918 1 1 7SP SAND,light brown,fine to medium grained,10-15%Fines,wet 2 <br /> — --- 1 2 <br /> 1 3 <br /> — — 1 4 <br /> 3 1 5 SP SAND 15-15.9',light brown,fine to medium grained, 10-15%fines,wet <br /> — <br /> g — — <br /> _ MW3-1 E _-24.------. 1 6 ML SANDY SILT 15.9'46.6,fight brown,30-40%fine sand,orange mottles 0 <br /> 1 7 <br /> -- -- — — — 1 6 <br /> 2 6 <br /> Field Location of Boring: Comments: _ <br /> Reviewed By. <br /> Total depth is 27' 'Soil sample sent to!ab for analysis <br /> h'. <br /> A10 <br /> _ Er�virvr�m�intal <br /> �4rwsu�iattis� �rac- <br /> C=: <br /> C: <br /> SBL MW-3 0612GO <br />