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E-21 ENGINEERING INC. MW--26 <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: 8110/07 @ 1330 COMPLETION DATEITIME: 8110107 @ 1430 <br />GROUND SURFACE ELEVATION (FT): DRILLING COMPANY: Site Services <br />DRILLING EQUIPMENT: Track-mounted Geoprobe equipped w/6-1/4 In. auger OVM TYPE AND SERIAL NO: MiniRae 2000 <br />BORING DEPTH (FT): 17'1 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. bentonits <br />WELL CASING ELEVATON (FT): WELL COVER TYPE (FLUSH-MOUNT OR STICKUP): None <br /> W <br />a <br />o N <br />z <br />WELL 1 BORING <br /> LITHOLOGIC DESCRIPTION Uj w p a COMPLETION COMMENTS <br />a a i W <br />UJ = 3 <br />O DETAILS <br />o co ca eE O m o <br /> I <br />O <br /> <br /> <br /> <br /> z <br />O <br /> ORANGISH BROWN SAND; FINE-GRAINED WITH W <br /> COBBLES; DRY; N/O, N/S. 5 m <br />5 SS 1 5 <br /> 14,15 <br /> SAME <br /> 10 = <br />10 SS 5 5 16,20, <br />a <br /> 15,20 <br /> <br />_ <br />a <br />U <br />J <br />q <br /> <br />= ? <br />V <br />3 <br /> <br />15 ORANGISH SANDY GRAVEL AND COBBLES; ROUNDE 25, 7, 15 <br /> WET, N/O, N/S. 15,20 <br /> BOTTOM OF BORING @ 1T SET WELL @ 1430 <br />20 20 <br />25 25 <br />30? 1 1 1 1 1 30