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E-21 ENGINEERING INC. MW-23 <br />2695 S. RARITAN STREET BORING LOG/ <br />ENGLEWOOD, COLORADO 80110 WELL COMPLETION DIAGRAM <br />PROJECT NAME: GeoCon Bayshore PROJECT NO: 863 <br />LOGGED BY: B. Woody PROJECT LOCATION: 12100 E. 1.25 Frontage Road <br />CHECKED BY: B. Woody START DATEITIME: 8110107 @ 0915 COMPLETION DATEITIME: 8110107 @ 1000 <br />GROUND SURFACE ELEVATION (FT): DRILLING COMPANY: Site Services <br />DRILLING EQUIPMENT: Track-mounted Geoprobe equipped w16.114 in. auger OVM TYPE AND SERIAL NO: MiniRae 2000 <br />BORING DEPTH (FT): 23' 1 WELL DEPTH (FT): 23' DEPTH TO WATER (INITIAL): 11' DEPTH TO WATER (AT COMPLETION): <br />BORING DIAMETER (IN.): 6" WELL SCREEN INTERVAL (FT BELOW TOC): 8-23" bgs <br />WELL MATERIALS: 2" diam. Schedule 40 PVC; 0.01-inch slotted screen BACKFILL MATERIALS: Screen 10.20 clean silica sand to 6' bgs; hyd. bentonite <br />WELL CASING ELEVATON (FT): WELL COVER TYPE (FLUSH-MOUNT OR STICKUP): None <br /> <br />a <br />C y <br />z <br />WELL 1 BORING <br /> LITHOLOGIC DESCRIPTION LU w p a v COMPLETION COMMENTS <br /> a a w n ; DETAILS <br />a IX w <br />p W w at O to G <br /> BROWN CLAYEY SILT WITH PEBBLES t <br /> 0 <br />rc <br /> m <br />f <br /> z <br />O <br /> <br />5 <br />SS <br />1 <br />50 <br />3,4,5,5 <br />5 w <br />m <br /> <br /> SAMPLE 9-11 @ 0930 <br />10 ORANGISH BROWN, POORLY SORTED SAND; SOME SS 2 50 10,11, 10 <br /> GRAVEL; WET AT TIP -11'. WO, WS. 16.30 <br /> { H2O @ 11 <br /> - z <br />a <br />m <br /> = a <br />U <br />J <br /> <br />15 <br />SAME - WET; MORE MEDIUM-GRAINED SAND. <br />SS <br />3 <br />50 <br />6,7, <br /> <br />15 _ <br /> <br />- O <br /> <br />C <br /> 1011 <br />20 20 <br />i <br /> SHALE <br />BEDROCK - <br /> . <br />. <br />BOTTOM OF BORING @ 23' <br />SET WELL @ 1000 <br />25 25 <br />30 30