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(j BS-102 <br />Y GEI Consultants Inc, LOG OF DRILL HOLE PAGE: 2 OF 2 <br />Bruce Park D DATE: 11/29/00 / 11/29/00 <br />D <br />PROJECT NAME : am <br />LEGEND <br />PROJECT NUMBER: 99292 1) BLOWS PER 6 IN.-140 LB. HAMMER FALLING 30 IN. TO DRIVE A <br />BORING LOCATION : Saddle Dam Center Crest 2.0 IN. OD SPLIT SPOON SAMPLER <br />2) PEN - PENETRATION LENGTH OF SAMPLER OR CORE BARREL <br />GROUND SURFACE ELEVATION (NGVD - FT) •'8187 3) REC - RECOVERY LENGTH OF SAMPLE <br />GROUNDWATER ELEVATION : -8159 DATE 11/29/00 S - SPLIT SPOON SAMPLE 1-3/8 in. I.D. ST - SHELBY TUBE <br />A C - CONTINUOUS DRY CORE SAMPLER 3-1/4 in. I.D. <br />DRILLED BY : 9aptto Drilling, Inc. <br />GROUNDWATER = ESTIMATED GROUNDWATER s <br />LOGGED BY : JDG TOTAL DEPTH (FT) : 43.0 <br />NOTES: Rig: Acker MP-5 (Track-mounted) Open standpipe piezometer installed in completed hole; <br />Casing: 4-1/4 in. I.D. Hollow Stem Auger see piezometer log for details <br />DEPTH SAMPLE I <br />TYPE 1 - BLOWS - 2 - 3 - <br />REMARKS apSOIL AND ROCK DESCRIPTIONS <br />FT. and PER PEN RC aJI <br />NO. 61N. IN. IN. w I <br />-40 <br /> J <br />I <br /> <br />S3 <br />100/5" <br />5 <br />5 <br />"--' i <br />S-3: CLAYEY SILTSTONE. Mostly non-plastic to medium plastic fines; i <br /> Bottom Of i moist; weathered; yellow brown <br />[Mesa Verde Group] <br />- <br /> . <br />I <br /> at43.0ft <br />i <br />J <br />E