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Project KING ISLAND HOLIDAY HARBOR Log of Boring/Monitoring Well <br /> Boring Location AT KING ISLAND Project No 50133--001-02 <br /> Subcontractor and Equipment V & W SB-2 <br /> OLLOW STEM AUGER Logged By C M S G <br /> Sampling Method CONTINUOUS SPLIT SPOON Monitoring Dev;ce DVM 5808 Comments <br /> Start Date/Time 1/23/96//1130 Finish Date/Time 1/23/96//1230 COLLECTED GROUNDWATER AT <br /> First Water (bgs) N8 5 FEET Stabilized Water Level (bgs) NA 1520 FREE PRODUCT IN VOAs <br /> Surface Elevation NA Casing fop Elevation NA <br /> E <br /> E U- ,, W Boring Abandonment/ <br /> Q. J LITHOLOGIC DESCRIPTION <br /> CL <br /> o a $ (color grain size, consistency, moisture, other) Weil Construction Details <br /> m d p 0 3 <br /> 0 ASPHALT <br /> 1 LIGHT YELLOWSH BROWN (10YR 6/4) GRAVELLY <br />' S6-2-3 0 2 SAND (SW) with silt, sand is very fine to fine, gravel is <br /> fine to medium, rounded, moist, no odor (20,70,10,0) <br />' 3 DARK GRAYISH BROWN (1OYR 4/2) SILTY SAND (SM) <br /> 14 132 4 sand is very fine to fine. moist, patchy appearance of <br /> fill (0,80,20,0) Grout <br />' SB-2-5' 7 123 5 - YELLOWISH BROWN (IOYR 5/4) SAND (SP) with salt, sand 6 -s is very fine to fine, moist, some zones of silty sand <br /> --a up to 6 inch thick (0,90,10,0) <br /> B 59 7 "a` <br />' 75 g "-` — BLACK (5Y 2 5Y/1) SILTY PEAT (Pt) wet, strong <br /> sB-2-a55 chemical odor of diesel, -20% silt, platy sod structure from <br /> 313 9 T olicined organic fibers Bentonite <br />' 259 10 DARK OLIVE GRAY (5Y 3/2) SILTY CLAY (CL) moist, <br /> -2-10 5 9 moderate plasticity, few roots (0,0,30,70) <br /> 16 11 <br /> 12- <br /> 13- <br /> 14- <br /> 15- <br /> 16- <br />' 17- <br /> 18- <br /> 19- <br /> 20 <br /> 7181920 <br />' <br /> 21- <br /> 22- <br /> 23- <br /> 24- <br /> 25- <br /> 26 <br /> 12223242526 <br /> i <br /> 27- <br /> 28- <br /> 29- <br /> 30- <br /> Reviewed <br /> 7282930Reviewed By Date <br /> SECOR Revised By Dale page-1-of 1 <br />