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REV100964
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REV100964
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Entry Properties
Last modified
8/25/2016 1:11:28 AM
Creation date
11/22/2007 12:41:22 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1996083
IBM Index Class Name
Revision
Doc Date
10/18/2002
Doc Name
Geotechnical Data Report - Bruce Park Dam
From
GEI Consultants, Inc.
Type & Sequence
TR22
Media Type
D
Archive
No
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<br />BD-102 <br />GEI Consultants, IriC. LOG OF DRILL HOLE PAGE: 1 of 3 <br />DATE: 11/20/00 ! 11/22/00 <br />PROJECT NAME :Bruce Park Dam <br />LEGEND <br />PROJECT NUMBER : gg2g2 1) BLOWS PER 6 IN -140 Lg. 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 : N!a DATE NA S -SPLIT SPOON SAMPLE 7-3/8 in. I.D. ST -SHELBY TUBE <br />C -CONTINUOUS DRY CORE SAMPLER 3-1 /4 in. I.D. <br />DRILLED BY : Agapito Dulling, Inc. <br />GROUNDWATER : ESTIMATED GROUNDWATER s <br />LOGGED BY : JDG TOTAL DEPTH (FT) : 63.5 <br />NOTES: Rig: Acker MP-5 (track-mounted) <br />Casing: 4-1/4 in. I.D. Hollow Stem Auger <br />DEPTH TYPE 1-BLOWS 2- 3- REMARKS <br />FT. and PER PEN REC <br />NO. 61N. IN IN <br /> <br />-5 <br />-10 <br />-15 <br />-20 <br />-25 <br />30 <br /> No Samping <br /> frpn0.5ft <br /> c-t 60 50 <br /> <br />c-z <br />60 <br />55 f <br /> St 3, 4, 6 18 18 <br /> c-a 18 16 [ <br />7~-y~ HarCer EnUin9 I <br /> <br />I <br />I e~teft <br /> Sz 28, 45, 46 18 14 N' ~~ I <br /> Sw~ m Hn ` <br /> <br />~i <br />I~ <br /> <br />I~ <br />II <br />I <br /> <br /> <br />~ <br />I I <br /> <br />I rock wre <br />I <br />i <br />I <br />Boling backfilled with cement-bentonite grout <br />SOIL AND ROCK DESCRIPTIONS <br />0-5 ft: LEAN CLAY. Mostly low plastic fines: 20-30%non-plastic fines; <br />wbbly; dry: (CL) <br />~ I C-1: HIGH PLASTICITY CLAY WITH SAND. Mostly medium to high plastic <br />.' ~~ fines; 10-30°/, non-plastc fines; 10-30°/ sand; Gasts of Gaystone and <br />~ sandstone bedrock up to 2 in. and occasional organit•Jwoody inGusions; <br />] ~~'~ stiff; moist; yellow brown to dark brown. (CH) (Embankment Fill] <br />, <br />/~ <br />~ C-2: HIGH PLASTICITY CLAY. Mostly medium to high plastic fines; <br />occasional sandstone/Gaystone Gasts up to 3 in.; moist; dark brown. (CH) <br />[Embankment Fill] <br />, <br />i <br />~ S-1: Similar to C-2. i <br />i <br />~ C-3: Similar to C-2. <br />II <br />~_ S-2: INTERBEDDED SILTSTONE AND SILTY CLAYSTONE. Mostly non-J <br />is plastc fines; very thinly bedded, beding is mostly horizontal; slightly to ~I <br />~~ i moderately weathered; moderately soft to soft; gray and yellow, joints I <br />pumanly parallel to bedding, some near vertical, tight to slightly open, slightly <br />rough, iron stained. [Mesa Verde Group] - <br />I <br />See following pages for HO core descnpUOns. <br />
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