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fi . <br /> Project: KING ISLAND OLI 'HARBOR <br /> ' Log of Boring/Monitodng Well: <br /> Boring Location: AT HOLIDAY HARBOR Project No.: 50133-001_02 <br /> Subcontractor-and Equipment:V & <br /> WZHOLLOW STEM AUGER Logged By. C,M,.F SB-3 <br /> Sampling Method: CONTINUOUS SPLIT SPOON Monitoring Device: OVM 5809, Comments <br /> Start Date/Time: 1/2V96//0730 Finish Date/Time: 1/24/96//, 0830 COLLECTED GROUNDWATER AT <br /> r <br /> First Water b s: 0900 ON (/24/96. <br /> ( 9 13.5 FEET Stabilized Water Level (bgs): NA <br /> ' E Surface Elevation: NA <br /> 6 Casing Top Elevation: NA <br /> E <br /> � `"LZ J LITHOLOGIC DESCRIPTION <br /> Boring Abandonment/ <br /> 0 o a a Q c`", (color, grain size, consistency, moisture, other) Well Construction Details <br /> ' Gil m it 0 $ - <br /> 0 <br /> ASPHALT E <br /> ' ? 1 SANDY GRAVEL BASEROCK l <br /> © 2 DARK BROWN (10YR 3/4) SAND SILT (ML) with trace <br /> a day, low plasticity (0,30,65,5) I <br /> ' s 3 BLACK (2.5Y N2/0) SILTY SAND (SM);with day and <br /> 5 4 :, organics. sand is very fine to fine. moist (0,70,20,10) <br /> se-s-s' 1 5 l <br /> ' 7 b BLACK (10YR 2/1) SILTY PEAT (Pt) with trace day. <br /> moist to wet very low density, spongy, large reeds and } <br /> 4 0 7 gross. -15% silt ' <br /> BLACK (5Y 2EY 5/1) CLAYORGANIC SILT (OL) moist to ; Grout-. <br /> 9 i i wet, high plasticity, low density, -30% organics (0,0,85,15) <br /> ' o 10 i l <br /> 3-10.5 4 I 1 i <br /> 3 0 12 I I 4 <br /> ' 3-12.5 I i k <br /> 3 13 I I <br /> DARK GREENISH GRAY (5GY 4/1) SAND (SP) with silt, <br /> 6 14 '?,y sand is very fine to fine, wet, faint H2S odor <br /> ' 0 <br /> 15 (0,90.10.0) <br /> 17- <br /> 18- <br /> 20- <br /> 21- <br /> 22- <br /> 23- <br /> 24- <br /> 25- <br /> 26- <br /> 27- <br /> 28- <br /> 29 <br /> 7 1820 2122 2324 25 26 2728 29 I <br /> !V � <br /> 0 <br /> 30 <br /> Reviewed By. Date: <br /> SECOR Revised By. Dale: Page—Lof 1 <br />