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-�r- TOM Project: KING ISLAND HOU+ HARBOR 1� Log of Boring/Monitoring well: Boring Location: AT KING ISLAND Project No.: 50133-001-� SB-22 Subcontractor and Equipment: V & W OLLOW STEM AUGER Logged By. C.M.' Sampling Method: CONTINUOUS SPLIT SPOON Monitoring Device: PID 1 Comments: Start Date/Time: 2/12/96//1700 Finish Date/Time: 2 12 96 , 1730 COLLECTED GROUNDWATER AT 1000 First Water (bgs): N7,5 FEET Stabilized Water Level (bgs): NA o Surface Elevation: NA Casing Top Elevation: NA E E w ,, a " Boring Abandonment/ LITHOLOGIC DESCRIPTION Q. � `� = o' (color, grain size, consistency, moisture, other) Well Construction Details a v cn or o D ASPHALT AND SANDY GRAVEL BASEROCK s 1 DARK GRAYISH BROWN (10YR 4/2)',SILTY SAND (SM) o 2 with clay, sand is very fine to fine, moist pieces es of wood Z indicate fill (0,65,25,10) I 3 i Grout SB--22-4' 4 q 8 0 5 DARK BROWN (10YR 3/3) SANDY SILT (ML) with clay, a o 6 sand is very fine, moist to wet, moderate to high 0 plasticity (0,20,65,15) I 4 7 — VERY DARK GRAY (10YR 3/1) CLAYEY ORGANIC SILT _ 8 i (OL) moist to wet, high plasticity, jow density due to high 1 4 a 9 organic content, weak H2S odor (0,0,80,20) i BLACK (10YR 2/1) PEAT (Pt) spongy, platy soil structure Ir 8 a i0 due to aligned organics, strong H2S odor 11 ' ' ' VERY DARK GRAY (10YR 3/1) CLAYEY ORGANIC SILT Bentonite 8 0 12 (OL) moist to wet, high plasticity, '.H2S odor (0,0,80,20) Pellets 13 BLACK (10YR 2/1) PEAT (Pt) spongy, platy soil structure Ge to aligned organics, H2S odor 14- 15- 1.6-- 17- 18- 19- q 4 15 16_171819 p 20- 21- 22- 0 21 22 J 23- 24- 25- 26- 27- 28- 29 324 25 2627 28 29 IE 30 Reviewed By. II Date: SECORRevised By. Date: Page—Lof 1 'j