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Project: KING ISLAND HOU HARBOR } <br /> ;I Log of Boring/Monitoring Well: <br /> Boring Location: AT HOUDAY HARBOR Project No.: 50133-001-02 <br /> Subcontractor and Equipment: V & W HOLLOW STEM AUGER Logged By. C.M.:'� SB-7- <br /> Sampling <br /> Method: CONTINUOUS SPLIT SPOON Monitoring Device: OVM 5808 Comments: <br /> ' Start Date/Time: 1/24/96L1100 Finish Date/Time: 1 24 96 1130 COLLECTED GROUNDWATER AT <br /> 1140. <br /> First Water (bgs): GROUND SURFACE Stabilized Water Level (bgs)-. NA <br /> ' Surface Elevation: NA Casing Top Elevation: NA <br /> 06 T Boring Abandonment/ <br /> H 4 .�-. j <br /> UTHOLOGIC DESCRIPTION <br /> E 0 o 0. L) Q _' (color, groin size, consistency, moisture, other) Well Construction Details I <br /> Fn a cm 3 J <br /> � >p <br /> 0 <br /> ' 0000 <br /> 00 BROWN (10YR 5/3) SANDY GRAVEL ;(GP) with silt and <br /> 1 000000 trace day, sand is fine to medium,E gravel is fine to <br /> < 2 0000000 medium rounded to subrounded leach field gravels, moist <br /> z 000 (60.25,10,5) ! <br /> = 3 00 a0 00 <br /> ' SB-7-15 a o o ! t <br /> 4 0 4 DARK GRAY (5Y 4/1) CLAYEY ORGANIC SILT (OL) <br /> $B_7_5• 5 i i moist to wet, high plasticity, low density due to N20% <br /> ' 3 o s i organics (0,0,80,20) ;� Grout <br /> i I <br /> 7 <br /> So D i i 0 —7,5 feet, 4' thick peat zone <br /> 8 - <br /> ��, 11 9 lLIJl 1.1 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 /> 14- <br /> 15- <br /> 16- <br /> 17 <br /> 2 131415 16 17 <br /> 18- <br /> 19- <br /> 20- <br /> 21- <br /> 22- <br /> 3 <br /> 819 2021223 <br /> 23- <br /> 24- <br /> 25- <br /> 26- <br /> 324 2526 <br /> iI <br /> 27- <br /> 28 <br /> 7 28 <br /> it <br /> R 29 I <br /> N � <br /> 30 ' <br /> Reviewed Sr. Date: . <br /> SECOR Revised 8)r Date: Page 1 ofd. <br /> r � <br />