2008-11-24_PERMIT FILE - C1996083 ‎(13)‎

• Permit No: C1996083
• IBM Index Class Name: Permit File
• Doc Date: 11/24/2008
• Doc Name: Addendum to Geotechnical Data Report Bruce Park Dam, GEI Consultants, July 2002
• Section_Exhibit Name: Volume X Bruce Park Dam Geotechnical Studies
• Media Type: D
• Archive: No

P C,TF.T Consultants. Inc.

BD-104
LOG OF DRILL HOLE PAGE: 1 OF 1
DATE: 11-30-01 / 11-30-01
)ROJECT NAME : Bruce Park Dam
LEGEND
)ROJECT NUMBER: 99292 1) BLOWS PER 6 IN.-140 L.B. HAMMER FALLING 30 IN. TO DRIVE A
Right abutment main dam 2.0 IN. OD SPLIT SPOON SAMPLER
30RING LOCATION : 2) PEN - PENETRATION LENGTH OF SAMPLER OR CORE BARREL
3ROUND SURFACE ELEVATION (NGVD - FT) :+/- 8165 3) REC - RECOVERY LENGTH OF SAMPLE
3ROUNDWATER ELEVATION : DATE S - SPLIT SPOON SAMPLE 2.0 in. dia OF - FIXED PISTON
CA - SPLIT SPOON SAMPLE 2 1/2 in. dia. ST - SHELBY TUBE
)RILLED BY : HeliportDrilling
GROUNDWATER = ESTIMATED GROUNDWATER a
_OGGED BY : ERF TOTAL DEPTH (FT) : -23.5
40TES:
SAMPLE S2
)EPTH TYPE 1 -BLOWS - 2 - - 3 - REMARKS ap SOIL AND ROCK DESCRIPTIONS
FT. and PER PEN REC Cr
NO. 6 IN. IN. IN.

5
10
15
20
idel
25%
s-t 4,2,6 18 11 y
w
S-1: SILTY CLAY - Mostly low to medium plastic fines, 20-
graded sand, fine to medium grained, subangular to subrounded grains,
angular, medium stiff to stiff, moist, soft, tan to
about 5% fine gravel
,
green (CL) [NEW EMBANKMENT FILL]. _
idel
35%
y
w
S-2: SILTY CLAY- Mostly low to medium plastic fines, 25-
S-2 4,3,4 18 9 Increased
graded very fine to medium grained sand, subrounded to subangular
medium stiff,
sample
l
t

moisture content

,
rave
than
less
FL L]
moist b own (CL) [NEW EMBANKMENT
S-3 5,6,10 18 16 S-3: SILTY CLAY - Mostly low to medium plastic fines, moist, medium
15-20% fine grained sand, subrounded to subangular grains, few
stiff
,
small roots in sample, gray to black (CL) [OLD EMBANKMENT FILL]
Few organics throughout sample
few
l
tic
h
i
S-a 7
49
7 18 8 Spoon
d ,
as
p
g
S-4: SILTY CLAY- Mostly clay with some silt, medium to h
fine grained sand
t 10% ver
b
,
, encountere
robabl
ld ,
y
ou
small roots, slightly moist, stiff, a
[OLD
CL
y
er, p
bou
for
ibl
)
subrounded grains, few small roots in sample, brown (
e
respons
final high blow EMBANKMENT FILL]
count
- u-5 Push tube 30 26 BEGIN ROCK CORING AT 13.5 FT. See Geological Log of Drill Hole
BD-104 for Glacial Deposits and Bedrock Descriptions
Bottom of tube
fine grained sand _