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REV06255
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Entry Properties
Last modified
8/25/2016 1:05:01 AM
Creation date
11/21/2007 9:32:35 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1996083
IBM Index Class Name
Revision
Doc Date
10/18/2002
Doc Name
Addendum to Geotechnical Data Report - Bruce Park Dam
From
GEI Consultants, Inc.
Type & Sequence
TR22
Media Type
D
Archive
No
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HOLE NO. <br />GEOLOGICAL LOG OF pRILL HOLE BL_102 <br />GEI Consultants, Inc. <br />'ROJECT NAME Bruce Park Dam PROJECT N0. 99292 SHEET 1 OF 2 <br />OCATION Lower 1/3 GROUND SURFACE ELEV. (FT) +/_ 8209 TREND PLUNGE 90 <br />Landslide <br />)ATE STARTED/FINISHED 11-27-01 / 11-28-01 DRILLED BY Heliport Drilling LOGGED BY ERF <br />;ROUNDWATER EL. DATE OVERBURDEN DEPTH (FT) 20 TOTAL DEPTH (FT) 34.5 <br /> NOTES S EE L EGE ND ~ y <br /> <br />v <br />? ~ o <br />a z ~ <br />~ <br /> w z ~ ~ 'n ~ Z V w J (, ~ ° <br /> ~ <br />o g cwt LL t= ~ O <br />m ° <br />¢ <br />a 3 0 0 ~ ¢ f- w ~ y vi w o E 'u ~ <br />w °~~_ < 4a w ~ O w y w w I- ~ w w v z z <br />° ~o? ¢ w O "' z O ~ a o ° z a w ~ <br /> ° ~ v <br />O ~ ¢ <br />¢ <br /> K O it O ~ w w O O O p O ¢ u <br />-i p K w w <br /> L7 V° U ? a IY ~ V Z -u m 2 ? CO n a <br />I 11 <br />u <br /> <br />Sharon <br />Tube at <br />19.5 - 22.0 <br />fl: 26" Out <br />of 30- <br />recovery <br />~ Estirreleb <br />failure <br />surface, <br />Insl'xaler <br />to <br />formation <br />H-1 4.5 3.6 3.6 10 3 2.4 4 H7 / 80 80 <br /> <br /> / <br /> / <br /> / <br /> / <br /> / <br /> / <br /> / <br /> / <br /> / <br /> / <br /> u dep pim / <br /> / <br /> <br />H-2 5 2.5 2 8 5 1.4 <.1 H7 / 50 40 <br /> / <br /> / <br /> / <br /> / <br /> MNfNiGI / <br /> brealu / <br /> <br /> <br /> <br /> <br /> <br /> <br /> <br />H-3 5 2 1 8 4+ 1 .3 H7 / 40 20 <br /> <br /> <br /> / <br /> <br /> <br /> / <br /> / <br /> / <br /> / <br /> / <br /> / <br />H-4 2.5 1.3 1.3 7 1 1.3 1.3 H7 / 5? 52 <br /> <br /> / <br /> / <br /> / <br /> / <br /> / <br /> / <br />H-5 2.5 1.4 7 4 10 1 1.4 1 4 H7 / 60 60 <br /> MMIdMWI / <br /> Mean / <br /> <br /> <br /> <br /> <br /> <br />H-6 3 1.7 .6 10 5+ fi .3 Hfi 57 20 <br /> H7 / <br /> <br /> / <br /> <br /> <br /> / <br /> I / <br />ENGINEERING AND GEOLOGICAL <br />DESCRIPTION AND CLASSIFICATION <br />very stiff, moist, <br />4.5-9.5: CLAY- Mostly medium plastic fines, about 30 % fine <br />grained sand, subangular grains, about 10% fne gravel, <br />subangular to subrounded grains, stiff, moist, retlish brown with <br />wlared inGUSions (CL) [GLACIAL DEPOSITS] <br />8.75-9.5: Increased sand wntect to abou175%,fne to medium <br />grained. subangular <br />9.5-13.3: SANDY CLAY -mostly medium plastic fines, about 35 <br />fine to medium ggrained sand. subangular, stiff, moist, red. (CL) - <br />[GLACIAL DEPOSITS] <br />13.3-14.5: SILTY SAND - mostly fine to medium grained sand, <br />subangular grains. less than 15% fines, medium plastic, medium <br />dense, moist, red (SM) [GLACIAL DEPOSITS]. <br />14.5-17.0: SILTY CLAY -Mostly medium plastic fines, with about <br />75 % verryy fine grained sand, subangular grains, stiff, moist, redish <br />brown, (CL) [GLACIAL DEPOSITS]. <br />14.7: Color change from redish brown to green to tan. <br />t6.0: sandstone cobble, composition similiar to 24.5-26.2 <br />17.0-19.S:SILTY CLAY -Mostly low to medium plastic tines, with <br />about 30 % fine to medium grained sand, subangular grains. stiff, <br />moist, (CL) [GLACIAL DEPOSITS] <br />17.0-17.3: Medium stiff <br />t 8.75-19.5: Increased sand conten( to about 70%. <br />19.5-20.0: CLAY -Possible sluff from pushing Sharon Tube at <br />19.5', mostly fines, medium plasticity, soft, very moist, red, possit <br />failure material. <br />20-22.5: INTERBEDED CLAYS AND SANDS - Clay is mostly <br />medium plastic fines. still. moist. Sand is mostly widely graded <br />fine to coarse grained sand, subangular grains. medium dense, <br />moist, red brown, green gray (CL to SC) (GLACIAL DEPOSITS] <br />21.8: With ~lor change from red io green, grey, increased <br />
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