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<br /> <br /> BS-104 <br /> LL HOLE <br />GEI Consultants, IriC. LOG OF DRI PAGE: 1 OF 1 <br />grace Park Dam <br />PRO <br />E <br />T <br />DATE: 11/29/00 / 11/29/00 <br />J <br />NAME : <br />C <br /> LEGEND <br />PROJECT NUMBER : 99292 1) BLOWS PER 6 IN.-140 LB. HAMMER FALLING 301N. TO DRIVE A <br />Saddle Dam -Right Slope <br />BORING LOCATION : 2.0 IN. OD SPLIT SPOON SAMPLER <br />2) PEN -PENETRATION LENGTH OF SAMPLER OR CORE BARREL <br />GROUND SURFACE ELEVATION (NGVD - FT)'-6192 3) REC -RECOVERY LENGTH OF SAMPLE <br />GROUNDWATER ELEVATION : NA DATE NA S -SPLIT SPOON SAMPLE 1-3/8 in. I.D. ST -SHELBY TUBE <br /> C -CONTINUOUS DRY CORE SAMPLER 3-1/4 in. I.D. <br />DRILLED BY : Agapito Drilling, Inc. <br /> GROUNDWATER z ESTIMATED GROUNDWATER s <br />LOGGED BY : JDG TOTAL DEPTH (FT) : 6.0 <br />NOTES: Rig: Acker MP-5 (Track-mounted) Boring backfilled with cement-bentonite grout <br />Casing: 41/4 in. I.D. Hollow Stem Auger <br />SAMPLE ~ <br />DEPTH TYPE 1-BLOWS -2- -3- REMARKS IQp SOIL AND ROCK DESCRIPTIONS <br />FT. and PER PEN REC K~ <br />NO. 61N. IN. IN. !~ <br />c <br /> Gdle[IN <br /> Oulk saTWe <br /> asn <br /> HSA refusal <br />sf 35, 50/5.5" 11 10 at6A <br />0.3 h: HIGH PLASTICITY CLAY. Mostly high plastc fines: 20.30% non- <br />elastic fines; yellow. (CH) [WEATHERED CLAYSTONE] <br />- 3 ft: Probable top of Gaystone <br />i <br />S-1: CLAYSTONE. Mosly high plastic fines; thinly bedded, bedding is <br />horizontal; hard; dry: green with Mn02 staining. [Mesa Verde Group] <br /> <br />