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E-21 ENGINEERING INC. MW--25 <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 DATEMME: 8110107 @ 1130 COMPLETION DATE/TIME: 8110107 @ 1200 <br />GROUND SURFACE ELEVATION (FT): DRILLING COMPANY: Site Services <br />DRILLING EQUIPMENT: Track-mounted Geoprobe equipped w/6.114 in. auger OVM TYPE AND SERIAL NO: MiniRae 2000 <br />BORING DEPTH (FT): 16'1 WELL DEPTH (FT): 16' DEPTH TO WATER (INITIAL): DEPTH TO WATER (AT COMPLETION): <br />BORING DIAMETER (IN.): 6" WELL SCREEN INTERVAL (FT BELOW TOC): 6.16' bgs <br />WELL MATERIALS: 2" diam. Schedule 40 PVC; 0.01-inch slotted screen BACKFILL MATERIALS: Screen 10.20 clean silica sand to 4' bgs; hyd. bentonite <br />WELL CASING ELEVATON (FT): WELL COVER TYPE (FLUSH-MOUNT OR STICKUP): None <br /> ° w c WELL/ BORING <br />ENTS <br /> LITHOLOGIC DESCRIPTION Lu w p a v 4 COMPLETION COMM <br /> d ? = io a DETAILS <br />p w y 3e O to <br />O <br /> <br /> O <br /> <br /> ?W <br />i <br /> O <br />W <br />m <br /> TAN SILTY SAND; FINE-GRAINED, WELL SORTED. <br />5 SS 1 50 0.5 5,3,2,3 5 <br /> 1 <br />c <br /> <br />ORANGISH, FINE- TO COARSE-GRAINED SAND WITH z <br />4 <br />10 GRAVEL & COBBLES. N/O, N/S. SS 2 50 0.5 16,20, <br />15,20 <br />10 <br />3 <br />m <br /> <br /> ORANGISH SANDY GRAVEL AND COBBLES; ROUNDE <br />SS <br />3 <br />80 <br />1 <br />3 <br />25 <br />17 <br />15 WET, N/O, N/S. . , <br />, <br />15,20 15 <br /> SHALE <br />BEDROCK <br /> . <br />. <br />BOTTOM OF BORING @ 16' <br />SET WELL @ 1200 <br />20 20 <br />25 25 <br />30 <br />1 <br />1 <br />1 <br />1 <br />1 <br />1 30 <br />F