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• <br /> i <br /> FIELD DATA WELL LOG <br /> a) 2 o m <br /> g 8 MATERIAL <br /> 2 w S -2 _ -1 . DESCRIPTION <br /> 9. �� o� N� <br /> w 0 S. Q m 0 tqF--. s CO. (0U 28. ici <br /> ,' SP Brown faintly stratified fine to medium sand with <br /> - - trace silt and occasional gravel(very dense, - ' <br /> 45 /18 73 14 — moist to Wet) _ <br /> 50 � /18 60 15 . <br /> X Sand becomes finer and no gravel <br /> °o - <br /> 3 <br /> SP Brown stratified fine to medium sand and fine sand <br /> - with silt(very dense,moist) - <br /> 55 x /18 52 16 4: <br /> - <br /> 60 18 58 17 — — <br /> _,5�° <br /> x Occasional coarse sand and fine gravel <br /> - „... • :'°'-.0.,,,i; / <br /> sP Brown faintly stratified medium sand and fine to <br /> - - medium sand with trace silt and occasional <br /> - 65 18 76 18 . _ gravel (very dense,moist) — <br /> 69 <br /> 70 18 90 — — <br /> With medium to coarse sand layers,occasional <br /> _�°- o -� - gravel — =10/20 Colorado <br /> silica Sand <br /> - - '_�———— _ • 2-inch,Schedule 40 <br /> - '' • sP Brown fine to medium sand with trace silt,massive = . PVC well screen, <br /> - - (very dense,wet) — 0.010 inch <br /> L',=75 -` 20 85 20 — <br /> o h - <br /> - ;....e.'L.--_ — <br /> �- - Grayish sP Grayish brown faintly stratified fine to medium sand — • <br /> - - and fine to coarse sand with occasional gravel - . — <br /> `” <br /> 80 22 73/9^ 21 • • <br /> _ (very dense,wet) — 80=•. well cap <br /> Ld- 80.1 <br /> 3`'° 815 <br /> o - <br /> 1 •• <br /> EA <br /> - 85 — — <br /> X 22 49 <br /> z <br /> o <br /> r <br /> e <br /> r <br /> e <br /> 0 <br /> Si <br /> ,9 <br /> R <br /> `;-1 <br /> 1♦ I <br /> • <br /> Log of Monitoring Well H-B-I(continued) <br /> Project: Cadman Infiltration Evaluation <br /> G EOENGINEER <br /> Project Location: Everett,Washington <br /> 0 <br /> Project Number: 0643-013-02 Sheet 2 of 2 , <br />