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2008-11-24_PERMIT FILE - C1996083 (12)
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2008-11-24_PERMIT FILE - C1996083 (12)
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Last modified
8/24/2016 3:38:13 PM
Creation date
2/23/2009 5:37:02 PM
Metadata
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Template:
DRMS Permit Index
Permit No
C1996083
IBM Index Class Name
Permit File
Doc Date
11/24/2008
Doc Name
Geotechnical Data Report Bruce Park Dam, GEI Consultants, April 2001
Section_Exhibit Name
Volume X Bruce Park Dam Geotechnical Studies
Media Type
D
Archive
No
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• <br />BD-102 <br />s, Inc. LOG OF DRILL HOLE PAGE: 1 of 3 <br />GEI Consultant <br />Bruce Park Dam DATE: 11/20/00 / 11/22/00 <br />PROJECT NAME <br />LEGEND <br />PROJECT NUMBER: 99292 1) BLOWS PER 6 IN.-140 LB. HAMMER FALLING 30 IN. TO DRIVE A <br />BORING LOCATION : Main Dam Right Abutment 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 : NA DATE NA S - SPLIT SPOON SAMPLE 1-3/8 in. I.D. ST - SHELBY TUBE <br />DRILLED BY : Agapito Drilling, Inc. C - CONTINUOUS DRY CORE SAMPLER 3-1/4 in. I.D. <br />GROUNDWATER = ESTIMATED GROUNDWATER zz <br />LOGGED BY : JDG TOTAL DEPTH (FT) : 63.5 <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 ap SOIL AND ROCK DESCRIPTIONS <br />FT. and PER PEN REC a? <br />NO. 61N. IN. IN. <br />-0 <br />-5 <br />-10 <br />-15 <br />-20 <br />-25 <br />I <br />0.30 ? <br /> No Sampling 0-5 ft: LEAN CLAY. Mostly low plastic fines; 20-30% non-plastic fines; slightly- <br /> from 0_5 ft cobbly; dry; (CL) <br /> <br />C-1 60 50 C-1: HIGH PLASTICITY CLAY WITH SAND. Mostly medium to high plastic <br /> fines; 10-30% non-plastic fines; 10-30% sand; casts of claystone and - <br /> sandstone bedrock up to 2 in. and occasional organictwoody inclusions; <br /> stiff; moist; yellow brown to dark brown. (CH) [Embankment FII) - <br /> <br /> <br /> <br /> <br />C-2 60 55 C-2: HIGH PLASTICITY CLAY. Mostly medium to high plastic fines; <br /> occasional sandstone/caystone clasts up to 3 in.; moist; dark brown. (CH) - <br /> (Embankment Fill) <br /> <br /> i <br /> i i <br /> ? I <br />S-1 3, 4, 6 18 18 S-1: Similar to C-2. <br /> <br /> <br />C-3 18 16 C-3: Similar to C-2. <br /> i <br />J <br /> Harder drilling <br /> at18ft <br />J <br />I <br /> <br />? I 1 <br />S-z <br /> <br />1 28, 45, 46 18 14 N > 50f•to Ho <br />switc S-2: INTERBEDDED SILTSTONE AND SILTY CLAYSTONE. Mostly non- <br /> rock core plastic fines; very thinly bedded, beding is mostly horizontal; slightly to <br /> - moderately weathered; moderately soft to soft; gray and yellow, joints <br /> primanly parallel to bedding, some near vertical, tight to slightly open, slightly . <br /> i rough, iron stained. [Mesa Verde Group] <br /> See following pages for HQ core descriptions.
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