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E-21 ENGINEERING INC. MW-24 <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: L. Mayo PROJECT LOCATION: 12100 E. 1.25 Frontage Road <br />CHECKED BY: B. Woody START DATEMME: 8/10/07@1015 COMPLETION DATErriME: 8110107 @ 1130 <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): 9' b( WELL DEPTH (FT): 9' DEPTH TO WATER (INITIAL): DEPTH TO WATER (AT COMPLETION); <br />BORING DIAMETER (IN.): 6" WELL SCREEN INTERVAL (FT BELOW TOC): 4.9' bgs <br />WELL MATERIALS: 2" diam. Schedule 40 PVC; 0.01-inch slotted screen BACKFILL MATERIALS: Screen 10.20 clean silica sand to 3' bgs; hyd. bentonite <br />WELL CASING ELEVATON (FT): WELL COVER TYPE (FLUSH-MOUNT OR STICKUP): None <br /> <br />a <br /> <br />C5 M <br />I.- <br /> <br />WELL/ BORING <br /> LITHOLOGIC DESCRIPTION W W p a v COMPLETION COMMENTS <br />r g z C a DETAILS <br />W <br /> <br />p <br />V1 W <br />a <br />U) <br />O <br />ao <br />C <br /> ? <br /> t <br /> O <br />m <br />j <br /> BROWN SANDY CLAY; VERY FINE- TO COARSE- SAMPLE 4-6' @ 1115 <br /> <br />5 GRAINED SAND (40-50%), POORLY SORTED, IN A <br />VERY SOFT, SILTY CLAY; MOIST; N/O, N/S. <br />SS <br />1 <br />100 <br />694 <br />2,1,3,2 5 = <br /> <br /> U <br />J <br /> <br /> SHALE 9 <br />ROCK - <br /> . <br />BED <br />BOTTOM OF BORING @ 9' SET WELL @ 1130 <br />10 10 <br />15 15 <br />20 20 <br />25 25 <br />30 30