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<br />0 <br />0 <br /> <br />(D BS-104 <br /> LOG <br />GEI Consultants Inc. OF DRILL HOLE PAGE: 1 OF 1 <br />PROJECT NAME :Bruce Park Dam <br />DATE: 11/29/00 / 11/29/00 <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 - Right Slope 2.0 IN. OD SPLIT SPOON SAMPLER <br /> 2) PEN - PENETRATION LENGTH OF SAMPLER OR CORE BARREL <br />GROUND SURFACE ELEVATION (NGVD - FT) x'8192 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 />. <br />DRILLED BY: A9aPito Drilling, Inc <br /> GROUNDWATER = ESTIMATED GROUNDWATER Q <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: 4-1/4 in. I.D. Hollow Stem Auger <br /> SAMPLE <br />DEPTH TYPE 1 -BLOWS -2- -3- REMARKS <br />0.00 SOIL AND ROCK DESCRIPTIONS <br />FT. and PER PEN REC ( <br />9 _j <br /> NO. 6 IN. IN. IN. icy <br /> <br /> Collected <br /> bulk sample <br /> 0-s It <br /> HSA refusal <br />s t 35, 50/5.5" 11 10 at 6 It <br />0-3 ft: HIGH PLASTICITY CLAY. Mostly high plastc fines; 20-30% non- <br />plastic fines; yellow. (CH) (WEATHERED CLAYSTONE] <br />- 3 ft: Probable top of claystone <br />S-1: CLAYSTONE. Mosly high plastic fines; thinly bedded, bedding is <br />horizontal; hard; dry; green with Mn02 staining. [Mesa Verde Group]