Laserfiche WebLink
Project KING ISLAND HOLIDAY HARBOR Log of Bonng/Monitoring Well <br /> Boring Location AT HOLIDAY HARBORI Project No 50133-001--02 SB-7 <br /> Subcontractor and Equipment V & W HOLLOW STEM AUGER I Logged By C M <br /> Sampling Method CONTINUOUS SPLIT SPOON Monitoring Device OVM 5808 Comments• <br /> C0t1.ECTED GROUNDWATER AT <br /> Start Date/Time 1 24 98 1100 Finish Date/Time 1124/96//1130 114.0 <br /> First Water (bgs) GROUND SURFACE Stabilized Water Level (bgs) NA <br /> Surface Elevation NA Casing Top Elevation NA <br /> E <br /> g ,, Boring Abandonment/ <br /> LITHOLOGIC DESCRIPTION <br /> E a a a U ,+ (color, grain size, consistency, moisture, other) Well Construction Details <br /> M) n a c <br /> 0 <br />' 000 BROWN (10YR 5/3) SANDY GRAVEL (GP) with silt and <br /> 1 00000 trace clay, sand is fine to medium, gravel is fine to <br /> °oa°o medium rounded to subrounded leach field gravels, moist <br /> a 2 000 (60,25,10,5) <br /> 000 <br /> 000 <br />' 3 000 <br /> 59-7'-3 5 00 0a 00 <br /> 4 0 4 E DARK GRAY (5Y 4/1) CLAYEY ORGANIC SILT (OL) <br /> x_7_5• 5 i 11 moist to wet, high plasticity, low density due to M20� Grout <br />' 3 a 6 organics (0,0,80,20) <br /> I I <br /> I 1 <br />' 10 o 7 1 ® —7 5 feet, 4" thick peat zone _ <br /> 8 <br /> se-7-9, 11 9 DARK GREENISH GRAY (5GY 4/1) CLAYEY SAND (SC) <br /> sand is very fine to fine, wet (0,75,0,25) <br />' 10 <br /> 11 <br /> 12- <br /> 13 <br />' <br /> 14- <br /> 15- <br /> 16- <br /> 17- <br /> 18- <br /> 19- <br /> 20- <br /> 21 <br /> 415161718192021 <br /> 22- <br /> 23- <br /> 24- <br /> 25- <br /> 26- <br /> 27- <br /> 28- <br /> 29- <br /> 30 <br /> 22324252s27262930 <br /> Reviewed By Dote <br /> SECOR Revised By Date Page—Loft <br /> 1 <br />