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51aft FZd Tatal 26 5 Logged By MWR Driller Geologic Drill Drilling Hollow-Stem Auger <br /> Drilled 4/22M2014 4/22/2014 Depth(it) Checked By SWC Method <br /> Hammer Autohammer Drilling Diedrich D50 DOE well I.D.: eIJ464 <br /> Data 140(lbs)130(In)Drop Equipment A 2 fin)well was instailed on 4122M14 to a depth of 25(ft). <br /> Surface Elevation(ft) 94 Top of Casing Groundwater <br /> rNotas: <br /> Dalum NAVD38 Elevation(ft) Depth to <br /> Date MeasuEsd ter Elevation Iftl <br /> :::� <br /> (X) Horizontal <br /> (Y) Datum <br /> FIELD DATA WELL LOG <br /> m <br /> MATERIAL <br /> c 6 o a Steel surface <br /> w a fl J DESCRIPTION monument <br /> tt <br /> a m � � Ti c L d'a m•' v' <br /> y ® O u m M 2 a qo - <br /> U` 0 f.) U <br /> u AC 1 inch asphalt concrete pavement- /� /\ <br /> inch sand and gravel base Concrete surface <br /> SP-SM 15 � s\ seal <br /> Gray silty fine to coarse Saud mlh gravel <br /> SM <br /> (medium dense,moist)(fifl) " <br /> 15 10 i PID<1,SS to MS <br /> p Petroleum odor. ' <br /> 5 3 7 y <br /> Decreased gravel content sentonite <br /> SPSM Grayfine sand with silt(ve y dense,moist) <br /> (Advance Outwash) 6 / ; 2-Inch Schedule <br /> 6 fi0 3 �/" 40 PVC well <br /> RID<1,SS casing <br /> SM Gray silty fine to medium sand(dense, <br /> 10 18 44 4 PID 41,56 6 16 <br /> SA ^- <br /> 4a <br /> Thin silt lnse <br /> s -6M Gray-b rown fine to mediumsand vltt silt— <br /> (medium dense,rri4ist) <br /> 15 16 27 5 PID<3 SS <br /> d <br /> - backrill <br /> Medium s <br /> 1h <br /> w _ 24nch Schedule <br /> 20 118 .34 6 $fit t6rttie5 40 PVC screen, <br /> 0.020-inch slot <br /> width <br /> Becorries wet <br /> a <br /> z ,,D <br /> w <br /> 25.0 <br /> 25 16 46 7A <br /> 7e SMIML Brown silty fine sand to fine sandy silt 26.5 <br /> a (denselvery stiff,we <br /> �e <br /> r <br /> m <br /> O <br /> a <br /> C� <br /> S <br /> 2 <br /> Note: Please see Figure A-1 for explanation of symbols <br /> Log of Boring B-13 <br /> Project: WSU-North Puget Sound at Everett <br /> = Project Location: Everett,Washington <br /> Figure A-14 <br /> Project Number: 0403 031-00 sheet 1 of 1 <br />