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' Project KING ISLANp HOLIDAY HARBOR Log of Boring/Monitoring Well Boring Location AT KING ISLAND Project No 50133-001-02 SB-1 Subcontractor and Equipment V & W HOLLOW STEM AUGER Logged By C M Sampling Method CONTINUOUS SPLIT SPOON Monitoring Device OVM 580B Comments 1/23/96//1000 1 23 96 1100 COLLECTED GROUNDWATER AT Stark Date TimeFinish Date Time 1450 First Water (bgs) , 8 5 FEET Stabilized Water Level (bgs) NA ' Surface Elevation NA Casing Top Elevation NA Boring Abandonment/ a v N LITHOLOGIC DESCRIPTION Well Construction Details ' J. E a o a U w °' (color, gram size, consistency, moisture,`other) ) ao a o cn D ASPHALT AND ROADBASE GRAVEL ' 1 F- 134 LIGHT YELLOWISH BROWN 2.5Y 6 3 SAND SP poorly graded fine trench backfill sand, moist, (0,100,0,0) -1-2. 2DARK BROWN (10YR 3/3) SAND SP with silt, sand is 3 very fine to fine sand, moist (0,90,10,0) x 4 OLIVE BROWN 2 5Y 4 3 SANDY SILT ML sand is Grout ' 5 5 ver fine to fine, moist to wet, sub nquI r bl ck soil structure, moderate chemical odor 1p0,30,�10A y SB-1-6' 10 678 6 ® -6 5 looks saturated 7 DARK OLIVE GRAY 5Y 3/2) SILTY CLAY CL wet, strong ' 5 chemical odor, moderate to high plasticity (0,0,35,65) 590 8 se-1-85' BLACK (5Y 25/1) CLAYEY PEAT (Pt) wet, N20% clay, 706 9 fibrous organics comprising peat, moderate chemical Bentonite ' 10 426 1D odor, platy soil strucutre -1-105 DARK OLIVE GRAY (5Y 3/2) SILTY CLAY (CL) wet, 16 11 moderate plasticity, roots, subangular blocky soil 12 structure, faint to moderate chemical odor (0,0,30,70) 13 ' 14- 15- 16- 17- 4151617 18- 19- 20- 21- 22- 23- 24- 25- 26- 27- 28 813202122232425262728 W n 29 loLN 30 O[ Reviewed By DatE SECOR Revised By Dat( page 1 of 1