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1 <br />y <br />ti <br />Monitoring Well No. 1 <br />PROJECT: Holman Inc. DATE: 06/01 -02/98 LOGGED BY: J. Schneller <br />CME -75 HOLE DIA.:6 in. SAMPLER: 10' -2 "0 Core Barrel <br />INITIAL GW DEPTH: N/A FINAL GW: N/A GROUND ELEV.: N/A <br />U) <br />In <br />0 <br />0 <br />-. <br />v <br />3: <br />a <br />WELL <br />CONSTRUCTION <br />DESCRIPTION <br />z <br />a_ <br />3 <br />� <br />" <br />DETAIL <br />En <br />0 <br />a <br />0 <br />¢ <br />(f) <br />fl <br />Riser 2.2' Above <br />01 0 <br />< <br />0 <br />-J <br />a <br />a- <br />Grade Concrete <br />In Place <br />0 <br />Fill, limestone and soil mix. Augers drilled to 4 feet, <br />�� <br />Grout Seal, <br />start air rotary. <br />1 <br />Surface to <br />5 Feet Below <br />Surface <br />2 <br />I <br />3 <br />14— <br />6 Inch <br />diameter <br />boring <br />LIMESTONE: dark gray, massive, no fracturing, <br />no free water, <br />5 <br />2 Inch blank <br />6 <br />diameter <br />— <br />casing <br />7 <br />CORDILLO SANDSTONE:gray, fine grain, massive to thinly <br />' :;;'.� <br />9 <br />2` dotted <br />bedded, black streaks, slightly fractured, weathered, moist, <br />screen (.020') <br />to free water at approximately 14 feet, sharp, contact. <br />— <br />6 to 26 feet <br />10 <br />— <br />below surface <br />Increase in moisture with depth <br />12 <br />13 <br />free water observed <br />r+ J <br />14 <br />= <br />15 <br />— <br />^.�•,: ` <br />— <br />Sand Pack <br />5 to 25 feet <br />17 <br />_ <br />below surface <br />18 <br />20 <br />Finely laminated bedding, free water <br />i -r ° : <br />- <br />-' <br />21- <br />22 <br />— <br />- <br />23 <br />— <br />r;. <br />24 <br />2'dlamter <br />2 fi <br />end cap <br />Bottom o es hoe of feet <br />Notes: <br />Project No. <br />Good Circulation far 07- ,Ling. <br />D0178- 003 -01 <br />LOG -0696 <br />Secor International Incorporated <br />Lakewood, Cotorado 80228 <br />Page f of f <br />