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A +' H ' Project: KING ISLAND HOUR HARBOR s �„J Log of Boring/Monitoring Well: Boring Location: AT KING ISLAND Project No.: 50133-001-02 l Subcontractor and Equipment V & W OLLOW STEM AUGER I Logged By. C.M. .` SB-5 l Sampling Method: CONTINUOUS SPLIT SPOON Monitoring Device: OVM 5809'; Comments: Start Date/Time: 1123/96//1230 Finish Date/Time: 1 23 96 1330 First Water (bgs): N5.0 FEET Stabilized Water Level (bgs): NA Surface Elevation: NA Casing Top Elevation: NA Z E v Boring Abandonment/ L s LITHOLOGIC DESCRIPTION ' 0 En o ; d (color, grain size, consistency, mois#ure,'other) Well Construction Details Fn a o a � 1 0 l ASPHALT LIGHT YELLOWISH BROWN 2.5Y 6/3)1; SANDSP poorly graded fine trench backfill sand, moist 0,100,0,0) 'Z 2— LIGHT YELLOWISH BROWN 10YR 6/4) GRAVELLY = 3 SAND (SW) with trace silt. sand is very fine to fin ' ravel is rounded fine to medium moist 20 75 5 se-s-1 10 a 4 DARK GRAYISH BLOWN (1OYR 4/2) SILTY SAND (SM) sand is very fine to fine, moist (0,75,25,0) ' 58-5-5' 5 'y =j Grout T DARK GRAY 5Y 4 1 SAND SP with silt, sand is very s o fine to fine, wet (0,90,10,0) 6 o 7 DARK YELLOWISH BROWN (10YR 4/4) SANDY SILT se-5-7.5 (ML) with day, sand is very fine, wet (0,30,60,10) o 8 BLACK 5Y 2-5/1) PEAT Pt 100% fibers organics, faint H2S odor of decaying organics, platy structure due to 9 ali ned organic fbers sa-5-10' 10 DARK OLIVE GRAY (5Y 3/2) SILTY CLAY (CL) moist, 7 0 moderate plasticity, few roots (0,0,30,70) 11 F q 12 i 13 �I 14 l 15- 16- 17- 19- 20- 21- 22- 23- 24- 25- 26- 27- 28- 29- 30 516 1719 20 2122 23242526 27 282930 Reviewed By. Date:: SECOR Revised By. Dob:: Page 1 of 1