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Surface Conditions: Asphalt roadway(west side of Adobe Way) Date Completed: 511812005 <br /> ' <br /> Groundwater Groundwater encountered at a depth of approximately 7.5 feet below Logged By: PJL <br /> existing site grade. Total Depth: 21 feet <br /> Method: Hollow Stem Auoer Boring Diameter: 10 Inches <br /> ' <br /> Eq uipment: Woodward MD Bbl <br /> MELD <br /> Z E g <br /> m m n <br /> m C1 E DESCRIPTION Const <br /> o rn rn m a c7 <br /> ' (FlLL GRAVELLY CLAY-FILL <br /> ____________________________ <br /> (SIA)SILTY SAND-Olive-brown,dry,cemented <br /> ' (ML)SANDY SILT-Olive,moist,stiff <br /> 5 <br /> 16 (SP SAND WITH SILT-Olive,wet,medium dense,mica,trace Imn <br /> 16 owrv4on,fine to medium grained <br /> 7 �_ i.. Decrease in sill <br /> 10 <br /> 10 <br /> 10 Increase in coarse,no sift <br /> ' 10 <br /> 5 <br /> 6 <br /> 10 Pandy graded sand with sit,olive-gray.wet,median dense <br /> 5 21 <br /> ' 15 % With Imn opdelion <br /> 39 <br /> i <br /> ' 20 CL)CLAY WRH SAND-Dark yellowish brown,transition to olive <br /> 21',moist,stiff,some organics,lean <br /> Boring comploted at a depth of approximately 21 feet below existing <br /> site grade.411 ch monitoring well,flush well vaultinstalled. <br /> 1 <br /> ' 25 <br /> C <br /> m LOG OF BORING MWM-21 PLATE <br /> MOSSDALK% K L E I N F E L D E R LATHROP, VILLAGE CALIFORNIA 1 of 1 <br /> ATHRO <br /> ,RQ Drafted By. G.GOMEZ Project No.: 20-0099-04.E02 Q—22 <br /> w Date: 71712005 Rle Number. ST05G116 `� <br /> ' c�ypa wwrtaer,nc moa <br />