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1 <br />1 <br />1 <br />a <br />w <br />ti <br />ti <br />ti <br />Monitoring Well No.3 <br />PROJECT: Holman Inc. DATE: 06/01/98 LOGGED BY: J. Schneller <br />RI <br />DRILL L G.. Hollow Stem Auger HOLE DIA.:6 in. SAMPLER: 1Cl'-2"0 Core Barrel <br />INITIAL GW DEPTH: N/A FINAL GW: N/A GROUND ELEV.: N/A <br />v7 <br />� <br />o <br />z <br />CID <br />J <br />a <br />WELL <br />CONSTRUCTION <br />DESCRIPTION <br />U <br />z <br />2 DETAIL <br />n. <br />3 <br />CL <br />CL <br />En <br />a <br />Ln <br />a <br />m <br />81 <br />82 <br />e3 <br />increase in fine grain sand content <br />84 <br />_ <br />continues to a graditionat contact <br />to the sandstone at 94'. <br />85 <br />_ <br />86 <br />— <br />sand pack <br />— <br />81.5 feet belo <br />87 <br />= <br />1. <br />surface to <br />113 feet below <br />surface <br />88 <br />= <br />89 <br />— <br />90 <br />2' slotted <br />— <br />screen (.020') <br />84 feet below <br />91 <br />surface to <br />104 feet below <br />— <br />surface <br />_92— <br />- <br />93 <br />94 <br />= <br />CORDILLO SANDSTONE, light to dark grey mix, fine to slightly <br />medium grain mollted texture homogeneus <br />95 <br />sandstone, massive, hard, no fractures, <br />_ <br />96 <br />— <br />97 <br />— <br />98 <br />= <br />99 <br />— <br />0 <br />— <br />10 <br />— <br />0 <br />— <br />0 <br />= <br />0 <br />2`diomter and <br />cap 104 feet <br />below surface <br />0 <br />to 104.2 feet <br />below surface <br />0 <br />Bottom test hole at 106.0' <br />SECOR <br />Notes: <br />Project No. <br />D0178- 003 -01 <br />Secor International Incorporated <br />LOG -0698 <br />Lakewood, Colorado 8022B <br />Page 4 of 4 <br />