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E-21 ENGINEERING INC. MW-29 <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: 8115107 @ 0830 COMPLETION DATEITIME: 8115107 @ 0915 <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): 17'l WELL DEPTH (FT): 17' DEPTH TO WATER (INITIAL): DEPTH TO WATER (AT COMPLETION): <br />BORING DIAMETER (IN.): 6" WELL SCREEN INTERVAL (FT BELOW TOC): 7.17' bgs <br />WELL MATERIALS: 2" diam. Schedule 40 PVC; 0.01-inch slotted screen BACKFILL MATERIALS: Screen 10.20 clean silica sand to 5' bgs; hyd. bentonite <br />WELL CASING ELEVATON (FT): WELL COVER TYPE (FLUSH-MOUNT OR STICKUP): None <br /> <br />a <br />? <br />p rn <br />z <br /> <br />E <br />WELL IBORING <br /> LITHOLOGIC DESCRIPTION u <br />i w p n v - COMPLETION COMMENTS <br />w IL Q ? c DETAILS <br />p N m e O Co G <br /> BROWN SILTY FILL; DRY. <br /> <br /> O <br />m <br /> 5 <br />5 ORANGISH SANDY GRAVEL & COBBLES; DRY SS 1 12,24, <br /> 30,32 y <br />1 <br /> 10 a <br />W SS 2 11,15, - <br /> 17,30 = a <br />J <br /> N <br /> ?r <br /> 15 <br />15 POORLY SORTED MEDIUM- TO COARSE- GRAINED 3 <br /> SAND; WET. N/O, N/S. <br /> GRAY CLAYSTONE BEDROCK <br /> . <br />BOTTOM OF BORING @ 1T <br />SET WELL @ 0915 <br />20 20 <br />25 25 <br />30 30