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k Project: KING ISLAND HOUN;.+'HARBOR I Log of 8oring/Monitoring Well: ' Boring Location: AT KING ISLAND Project No..50133-001-02 p Subcontractor and Equipment: V & W OLLOW STENT AUGER Logged BY C.M.,'! SB-1 Sampling Method: CONTINUOUS SPUT SPOON Monitoring Device: OVM 58OBi Comments. ] Start Date/Time: 1[23/96//1000 Finish Date/Time: 1 23 96 1100 1450COLLECTED GROUNDWATER AT First Water (bgs): NS_5 FEET Stabilized Water Level (bgs): NA ' a Surface Elevation. NA Casing Top Elevation: NA a " Boring Abandonment/ w v Y UTHOLOGIC DESCRIPTION . ' E o a $ ' (color, grain size, consistency, moisture,'other) Well Construction Details V) m o � M 0 ASPHALT AND ROADBASE GRAVEL , 1 LIGHT YELLOWISH BROWN 2.5Y 6/3) SAND SP ' poorly graded fine trench backfill sand, moist, (0,100,0,0) 58-1-2' 2 DARK BROWN (10YR 3/3) SAND SP) with silt, sand is 3 fir very fine to fine sand, moist (0,90,10,0) 134 4 I 5 OLIVE BROWN 2.5Y 4,13) SANDY SILT ML sand is Grout 5 very fine to fine, moist to wet, sub cq' for bl ky soil ' structure, moderate chemical odor IQ0,30,70,0 se-1-r 10 678 6 ® -6.5 looks saturated DARK OLIVE GRAY 5Y 3T2) SILTY CLAY CL wet, strong ' 5 chemical odor, moderate to high plasticity (0,0,35,65) 540 8 l W-1-IL5 -� BLACK (5Y 2.5/1) CLAYEY PEAT (Pt) wet, -20% day, 706 9 fibrous organics comprising peat. moderate chemical l Bentonite ' 10 426 10 odor, platy soil strucutre SG-1-10.V DARK OLIVE GRAY (5Y 3/2) SILTY CLAY (CL) wet, 16 11 moderate plasticity, roots, subangular blocky sol 12 structure, faint to moderate chemical ;odor (0,0,30,70) 13- 14- 16- 17 - 19- 20- 21- 22 314 161714 20 21 22 r 23- 24 3 24 25- LD 5 '. 26- in ,j 27- 28- 29- 30 728 2930 Reviewed By. Date. SECOR Revised By. Oates: Page t of 1 e