J_4__Geology_Drawings_Size_22x34_0001.pdf
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About this file
This document contains geological drawings, exploration data, and test results related to the Clear Creek Dam Fish Passage Facility project in the Yakima River region of Washington state. The drawings provide location maps, geologic legends and explanations, as well as profiles and exploration details of the project site, including drill hole and test pit data. The supplementary geological data includes rock physical properties testing, indirect tensile strength testing, point load index testing, uniaxial strength testing, and direct shear testing. Additionally, soil physical properties and one-dimensional consolidation test data are provided. This information is intended to inform the design and construction of the proposed fish passage facility at the Clear Creek Dam as part of the Yakima River project.
The related federal contract opportunity solicits for the design and construction of the Clear Creek Dam Fish Passage Facility in fiscal year 2024, with an anticipated award in fiscal year 2025. The Bureau of Reclamation, a civilian agency under the Department of the Interior, is managing this opportunity. Interested offerors must submit correspondence to the specified Contract Specialist and Contracting Officer.
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LOCATION MAP
BOISE, ID
33-100-60840
2022-03-10
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL -
Aleksandre Canner
A. Hatch
John Waida
Waida, John L
Procsal, Michael A
Geology Program Manager
To Yakima 45 Miles
Project Location
Highway 12
Clear Creek Dam
Project Vicinity
KEY MAP
VICINITY MAP
N.T.S.
LOCATION MAP
Project Site
0 100' 200'
SHEET INDEX
SHEET
NUMBER
DRAWING
NUMBER SHEET TITLE
1 33-100-60840 Location Map
2 33-100-60841 Geologic Legend
3 33-100-60842 Geologic Exploration
4 33-100-60843 Geologic Profile
Re le as ed
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL -
Aleksandre Canner
A. Hatch
John Waida
Waida, John L
Procsal, Michael A
Geology Program Manager
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P A S S A G
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GEOLOGIC
EXPLANATION, LEGEND,
AND NOTES
BOISE, ID
33-100-60841
2022-03-10
GENERAL GEOLOGIC LEGEND
Drill hole location and number
GENERAL GEOLOGIC EXPLANATION GENERAL GEOLOGIC NOTES
El 2252.2
82.8
148.9
2111.9 11-5-13
DH-13-12
DH-13-2
Drill hole number, ground surface elevation at collar of drill hole, and distance and direction of projection.
Stick log of drillhole. Dashed when projected more than ten feet to the section.
Depth to geologic contact (feet).
Total depth of drill hole (feet).
Elevation of water level in drill hole and date measured.
(Proj 22' NE)
TP-13-2 Test pit location and number
? Geologic contact. Dashed where approximate, queried where inferred, dotted where concealed.
Miscellaneous Fill:
The miscellaneous fill was sourced from nearby Tieton River fluvial deposits and was placed as backfill and road surface during dam construction and rehabilitation to allow equipment access to the crest and toe of the dam. It is comprised of sand, gravel, and silt. This unit was encountered in all three drill holes and in three test pits (TP-20-1, TP-20-2, and TP-20-3).
Quaternary Colluvium:
The Quaternary Colluvium deposits consist of sand, silt, gravel, and cobbles of various sizes and sorting. This material is primarily slope wash that has been deposited in various thicknesses on the slopes above Clear Creek.
Pre-Tertiary Russel Ranch Metavolcanic Rock:
The Russel Ranch metavolcanic rock is dark gray to dark red to green and massive, with no visible foliation. The rock is generally aphanitic, with extensive calcite stringers and blebs occurring within the body of the rock along joint and fracture surfaces. It is intermediately metamorphosed and much of the rock is altered, containing minor amounts of serpentine and epidote. Quartz veining is also identified at various times throughout, being more prominent at depth. This geologic unit was encountered in all three drill holes and in all six test pits during 2020 explorations. Observed RQD values ranged from 16% to 69% with an average of 51%. Fracture densities ranged from slightly to moderately fractured (FD3 to FD6), on average moderately fractured (FD5).
Qc
Fill pTmv
1. The Unified Soil Classification System, Designation USBR 5005-86, "Procedure for Determining Unified Soil Classification (Visual Method)";
Designation USBR 5000-86, "Procedure for Determining Unified Soil Classification (Laboratory Method)" were used in describing earth materials sampled in exploratory drill holes.
2. Descriptive terms appearing on geologic logs describe the physical characteristics of materials and conform to standard definitions as given in "Engineering Geology Field Manual, Vol. 1, 2nd Addition" (USBR, 1999).
3. General Geologic Explanation, Legend and Notes to accompany dwgs:
33-100-60842 and 33-100-60843.
4. Topography from Clear Creek Survey 33-100-60799, NAD 83 Washington South US Foot.
R el ea se d
Clear Creek Dam
North Fork Tieton River
NF-740 Bridge
River structure (ladder entrance)
FL
OW
CLEAR LAKE
Lower access road
Reservoir structure (ladder exit)
1 +
+ 004
+ 005
19.64
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
PEER REVIEWER -
Aleksandre Canner
A. Hatch
John Waida
Waida, John L
Procsal, Michael A Geology Program Manager
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GEOLOGIC EXPLORATION
BOISE, ID
33-100-60842
2022-03-10
0 20' 40'10'
GEOLOGIC EXPLORATION
NOTES
1. Existing contours shown (1-foot).
2. Topography from Clear Creek Survey 33-100-60799, NAD 83 Washington
South US Foot.
3. All ladder structures shown are proposed and are displayed for spatial reference purposes only.
Access road
R el ea
Existing ground surface
Rock surface (estimated)
Ladder exit
1.8'
4.9'
2.9'
Invert elevation
Ladder entrance
DESIGNED
DRAWN
CHECKED
TECH. APPR.
APPROVED
ADMIN APPROVAL -
Aleksandre Canner
A. Hatch
John Waida
Waida, John L
Procsal, Michael A Geology Program Manager
A
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GEOLOGIC PROFILE
BOISE, ID
33-100-60843
2022-03-10
0 20' 40'10'
PROFILE
0 20' 40'10'
PROFILE
NOTES
1. Bedrock extents are approximate.
2. Drill hole (DH) and Test Pit (TP) explorations completed July-November, 2020. Bedrock depths provided in table and in profile.
DH-20-1
El. 3019.63
TP-20-1
El. 3020.52 DH-20-2
El. 3016.39 TP-20-2 El. 3006.76 (Proj 30' N)
TP-20-5
El. 2993.89 (Proj 9' SE)
TD = 26.1'
TD = 1.9'
TD = 31.3'
TD = 4.1'
TD = 9.2'
pTmv pTmv
Fill
Qc
Qc
R el ea se d
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
CMagalong Line
CMagalong Line
TOTAL DEPTH:
PLUNGE:
AZIMUTH:
LOGGED BY:
REVIEWED BY:
PROJECT:
FEATURE:
STATE:
START DATE, END DATE:
LOCATION:
GEOLOGIC LOG OF DRILL HOLE NO. DH-20-1
R oc k Q ua lit y
C or e
D en si ty
(R Q
D
R ec ov er y
ROCK PROPERTIES
Fr ac tu re
D en si ty
(F D
W ea th er in g
(W
H ar dn es s (H
D ip
/C or e A xi s
In te rv al
Sa m pl e
ID
Fi el d C la ss ifi ca tio n
G eo lo gi c U ni t
SAMPLES AND
CLASSIFICATION
D ep th o f oc cu rr ec es
(f t.)
Ty pe
Ty pe o f I nf ill in g
D
EP
TH
(f ee t)
DISCONTINUITY DATA
SHEET 1 OF
ALL MEASUREMENTS ARE IN FEET
FROM THE GROUND SURFACE.
PURPOSE OF HOLE:
LOCATION:
DRILLED BY:
Bureau of Reclamation, Columbia- Pacific Northwest Regional Drill Crew;
Driller:
Helper: Travis Bohman.
DRILL RIG:
Acker Renegade
DRILLING METHODS:
0.0 - . feet - Casing advancer
- . feet - Q3
DRILLING CONDITIONS AND
COMMENTS:
0.0 - feet - S
WAXED CORE SAMPLES:
Interval
Comments:
Bgs - below ground surface
Ft - foot/feet
FAPB - flight auger pilot bit
HQ3 - 3-inch inner diameter rock coring system
COORDINATES:
DATUM:
GROUND ELEVATION:
WATER LEVEL: . feet, / /2020
BEDROCK DEPTH: 1. feet feet
-90 o
0o
Dam
/ /2020 - / /2020
0.0 pTmv
FD
FD
FD
H
H
H
W
100 FD H W
W
W
Calcite
16.5 0
JT
FX
22.2
FX
Total Depth - feet
0.0 to ft.
0.0 to ft.
Pre-tertiary Metavolcanic Rock, pTmv
The bedrock foundation of Clear Creek
Dam has been classified as an intermediately metamorphosed basic volcanic rock constituent of the pre-tertiary Russel Ranch Formation. Much of the rock is altered, and contains minor amounts of serpentine and epidote.
Calcite stringers and blebs occur within the body of the rock along joint and fracture surfaces. Quartz veining is also identified at various times throughout, being more prominent at depth. The rock is generally moderately hard to hard
(H4-H3) and ranges from dark gray to red to green throughout. The rock is massive with no visible foliation and is generally moderately to intensely weathered (W5-
W6).
9 Fractured bedrock
Metavolcanic rock
Recovery = 4.7 ft.
Metavolcanic rock, Recovery = 5.0 ft.
5-W7
Recovery =
5.0 ft.
Metavolcanic Rock
16.7
17.8 18.2 18.5 19.1
20.4 20.7 20.9
17.0 20
21.7 21.9
22.4
23.2 23.7
24.2
25.2 25.6
26.0 10
JT Calcite
FX
FX
FX
FX
FX
FX
FX
FX
C
AZIMUTH:
LOGGED BY:
REVIEWED BY:
PROJECT:
FEATURE:
STATE:
START DATE, END DATE:
LOCATION:
GEOLOGIC LOG OF DRILL HOLE NO. DH-20-2
R oc k Q ua lit y
C or e
D en si ty
(R Q
D
R ec ov er y
ROCK PROPERTIES
Fr ac tu re
D en si ty
(F D
W ea th er in g
(W
H ar dn es s (H
D ip
/C or e A xi s
In te rv al
Sa m pl e
ID
Fi el d C la ss ifi ca tio n
G eo lo gi c U ni t
SAMPLES AND
CLASSIFICATION
D ep th o f oc cu rr ec es
(f t.)
Ty pe
Ty pe o f I nf ill in g
D
EP
TH
(f ee t)
DISCONTINUITY DATA
SHEET 1 OF
ALL MEASUREMENTS ARE IN FEET
approximately 3 ft. from access road
DRILLED BY:
Bureau of Reclamation, Columbia- Pacific Northwest Regional Drill Crew;
Driller:
Helper: Travis Bohman.
DRILL RIG:
Acker Renegade
DRILLING METHODS:
0.0 - .3 feet - Casing advancer
3 - 31.3 feet - Q3
DRILLING CONDITIONS AND
COMMENTS:
0.0 - 31.3 feet - S
WAXED CORE SAMPLES:
Interval
8.7 9.2
9.6 0.4
1.3 - 11.8
16.3 - 16.8
17.8 - 18.9
18.9 - 19.6
19.8 - 20.5
21.3 - 22.3
24.2 - 24.8
24.8 - 25.3
25.3 - 25.8
26.3 - 26.9
28.4 - 29.0
30.4 - 31.0
D E F G H I J K L M N
N/A
Bgs - below ground surface
Ft - foot/feet
FAPB - flight auger pilot bit
HQ3 - 3-inch inner diameter rock coring system
COORDINATES: 7 075
DATUM:
GROUND ELEVATION:
WATER LEVEL: N/A
BEDROCK DEPTH: 4. feet
31 3 feet
-90 o
0o
Dam
/ 7/2020 - / 7/2020
0.0 3 pTmv
FD
FD5
FD5
H3
H3
H
W
34100 FD6 H3 W
W5
W
13.5 0
FX
FX
22.8
FX
Total Depth - 31.3 feet
0.0 to 4 ft.
0.0 to 3 ft.
4 31.3 Pre-tertiary Metavolcanic Rock, pTmv
The bedrock foundation of Clear Creek
Dam has been classified as an intermediately metamorphosed basic volcanic rock constituent of the pre-tertiary
Russel Ranch Formation. Much of the rock is altered, and contains minor amounts of serpentine and epidote.
Calcite stringers and blebs occur within the body of the rock along joint and fracture surfaces. Quartz veining is also identified at various times throughout, being more prominent at depth. The rock is generally moderately hard to hard
(H4-H3), and ranges from dark gray to red to green throughout. Fracture surfaces were slightly rough (R4). The rock is massive with no visible foliation and is generally moderately to intensely weathered (W5-W6).
3 3 Metavolcanic rock o 9.7 ft. dark red to green below, hard (H3), fracture zone from 6.3 to 9.6
ft. otherwise
69 Recovery = 5.0 ft.
3 fracture zone from 15.2 to 15.9, otherwise intensely to
5-FD7
34%. Recovery = 5.0 ft.
3 3 Metavolcanic rock
3 fracture zone from
16.7 to 17.0 and 17.4 to 17.7, otherwise moderately fractured (FD5). 60 red portions green portions moderately hard (H4), moderately fractured (FD5).
Recovery = 5.0 ft.
26.3 to 31.3 ft. Metavolcanic rock, Moderately Weathered (W5) Dark gray to green to red, hard (H3), intensely to moderately fractured (FD5). RQD = 62%.
Recovery = 5.1 ft.
Metavolcanic Rock
9 2 9 5
10 3
0 7 1 0
1 8 2 1 2 6 2 8 3 1
13.9
15.9
16.8 17.1 17.6
18.9
19.6
20.6
14.9 45
20.8 21.2
22.4
23.0 23.2 23.7 24.2
24.8
25.5
FX
FX
FX
FX
FX
FX
FX
C
2 FD5 H W
26.2
27.4 27.8 28.3
30.0 30.5 31.1
FX
FX
FX
FX
FX
D
G
E
F
H
J
I
K
L
M
AZIMUTH:
LOGGED BY:
REVIEWED BY:
PROJECT:
FEATURE:
STATE:
START DATE, END DATE:
LOCATION:
GEOLOGIC LOG OF DRILL HOLE NO. DH-20-3
R oc k Q ua lit y
C or e
D en si ty
(R Q
D
R ec ov er y
ROCK PROPERTIES
Fr ac tu re
D en si ty
(F D
W ea th er in g
(W
H ar dn es s (H
D ip
/C or e A xi s
In te rv al
Sa m pl e
ID
Fi el d C la ss ifi ca tio n
G eo lo gi c U ni t
SAMPLES AND
CLASSIFICATION
D ep th o f oc cu rr ec es
(f t.)
Ty pe
Ty pe o f I nf ill in g
D
EP
TH
(f ee t)
DISCONTINUITY DATA
SHEET 1 OF
ALL MEASUREMENTS ARE IN FEET
Downstream, middle of access road below dam.
DRILLED BY:
Bureau of Reclamation, Columbia- Pacific Northwest Regional Drill Crew;
Driller:
Helper: Travis Bohman.
DRILL RIG:
Acker Renegade
DRILLING METHODS:
8.6 - 0.0 feet - Q3
DRILLING CONDITIONS AND
COMMENTS:
0.0 - 0 0 feet - S
WAXED CORE SAMPLES:
Interval
11.7 2.6
5.0 5.5
15.5 16.3
16.3 - 16.9
18.1 - 19.1
D E
N/A
Bgs - below ground surface
Ft - foot/feet
FAPB - flight auger pilot bit
HQ3 - 3-inch inner diameter rock coring system t abutment
COORDINATES: 799 039
DATUM:
GROUND ELEVATION:
WATER LEVEL: N/A
BEDROCK DEPTH: 8.6 feet
0 0 feet
-90 o
0o
Dam
/ 8/2020
0.0 10.0 pTmv
FD
FD3
H
H
W
W5
Quartz
14.3 10
JT
Total Depth - 0.0 feet
0.0 to 8.6 ft.
0.0 to 10.0 ft.
8.6 0 0 Pre-tertiary Metavolcanic Rock, pTmv
The bedrock foundation of Clear Creek
Dam has been classified as an intermediately metamorphosed basic volcanic rock constituent of the pre-tertiary
Russel Ranch Formation. Much of the rock is altered, and contains minor amounts of serpentine and epidote.
Calcite stringers and blebs occur within the body of the rock along joint and fracture surfaces. Quartz veining is also identified at various times throughout, being more prominent at depth. The rock is generally moderately hard to hard
(H4-H3), slightly rough (R4), and ranges from dark gray to red to green throughout.
The rock is massive with no visible foliation and is generally moderately to intensely weathered (W5-W6).
8.6 10.0 Fractured bedrock
10.0 5.0 Metavolcanic rock
3 fracture zone
12.7 to 13.5, otherwise
Quartz veins at 12.8 ft and 13.1 ft. 3 Recovery = 5.0 ft.
5.0 20.0 Metavolcanic rock, slightly 3 90
Metavolcanic Rock
0.7
11 4 2.0 2.3 2 7
3 9
JT
JT
14.7
16.3
16.9
17.7 18.1
15.5 20
Quartz
Calcite
19.1 20 JT Calcite
19.8 20 FX
A
C
D
0.0 - 8.6 feet - Casing advancer
Feature: Clear Creek Dam Project:
Location:
Coordinates: John Deere 350G Excavator 4 ft. toothed bucket
Datum: A. Canner
9L x 4W x 1.9D Feet
0.0 to 1.9
Approx. Dimensions:
WGS 84, decimal degrees
CLASSIFICATION AND DESCRIPTION OF MATERIAL (SEE USBR 5000,5005)
FIELD
CLASSIFICATION
GROUP
SYMBOL
Logged By:
Date Of Exploration:
% PLUS 3-INCH BY VOLUME
Easting
3-5 INCH 5-12
INCH
10/8/2020
PLUS 12
INCH
Bureau Of Reclamation TEST PIT LOG Hole No. TP-20-1
Water Encountered: none
Ground Elevation:
Method of Exploration:
Yakima
In line with proposed fish ladder
Northing -121.2710146.62824
2995 ft.
NOTES
The excavator utilized a 4-foot-wide toothed all purpose bucket. Advancement was quick and smooth. Excavation was discontinued due to refusal on rock.. Coordinates collected using recreational grade GPS.
(GM)sc
0.0 to 1.9 ft.: SILTY GRAVEL WITH SAND AND COBBLES:
About 60% fine to coarse, hard, angular to subrounded gravel; about 25% fine to coarse, hard, angular to subangular sand; about 15% non-plastic fines. No reaction with HCl.
TOTAL SAMPLE (BY VOLUME): About 30% 3 to 5-inch, hard, subangular to subrounded cobbles, remainder minus 3-inch; maximum dimension 125 mm.
IN PLACE CONDITIONS: Loosely compacted; dry; light brown. Roots, up to 2 inches in diameter, present in upper 1.0 feet.
30 0
Coordinates: John Deere 350G Excavator 4 ft. toothed bucket
Datum: A. Canner
7L x 4W x 4.0D Feet
0.0 to 2.8 pTmv
2.8 to 4.0
NOTES
The excavator utilized a 4-foot-wide toothed all purpose bucket. Advancement was quick and smooth. Excavation discontinued at refusal at top of bedrock.
2.8 to 4.0 ft. Metavolcanic Rock:
Moderately weathered (W5), hard (H3), intensely fractured (FD7), recovery in 3-inch minus angular gravel-sized pieces.
PLUS 12
INCH
(SM)gc
0.0 to 7.2 ft.: SILTY SAND WITH GRAVEL AND COBBLES:
About 65% predominantly fine, hard, angular to subangular sand; about 20% non-plastic fines; about 15% fine to coarse, hard, angular to subround gravel. Maximum size 250 mm, no reaction with HCl.
TOTAL SAMPLE (BY VOLUME): Trace 3 to 5-inch, hard, subangular to subrounded cobbles; trace 5 to 12-inch, hard, subangular to subrounded cobbles.
IN PLACE CONDITIONS: Loosely compacted, dry; light brown. 0.0 - 0.5 feet primarily organic material comprised of twigs, pine needles and roots. Roots, up to around 3 inches in diameter, present in upper 3.5 feet.
Trace Trace 0
FIELD
CLASSIFICATION
GROUP SYMBOL
CLASSIFICATION AND DESCRIPTION OF MATERIAL (SEE USBR 5000,5005)
% PLUS 3-INCH BY VOLUME
3-5 INCH 5-12
INCH
Water Encountered: none Approx. Dimensions: Date Of Exploration: 7/10/2020
WGS 84, decimal degrees Logged By:
Bureau Of Reclamation TEST PIT LOG Hole No.
46.6284 -121.27065 Method of Exploration:
Northing Easting
TP-20-2
Yakima
In line with proposed fish ladder Ground Elevation: 1172.3 ft.
Coordinates: John Deere 350G Excavator 4 ft. toothed bucket
Datum: A. Canner
12L x 4W x 6.0D Feet
0.0 to 6.0
10/8/2020
PLUS 12
INCH
(SM)gc
FIELD
CLASSIFICATION
GROUP SYMBOL
CLASSIFICATION AND DESCRIPTION OF MATERIAL (SEE USBR 5000,5005)
% PLUS 3-INCH BY VOLUME
3-5 INCH 5-12
INCH
0.0 to 6.0 ft.: SILTY SAND WITH GRAVEL AND COBBLES:
About 60% predominantly fine, hard, angular to subangular sand; about 15% fine to coarse, hard, angular to subangular gravel; about 25% rapid dilatancy, non-plastic fines.
Maximum size 150 mm, no reaction with HCl. Trace 3 to 5-inch, hard, subangular to subrounded cobbles.
IN PLACE CONDITIONS: Loosely compacted; dry; light brown. 0.0 - 0.8 feet primarily organic material comprised of twigs, pine needles and roots. Roots, up to around 3 inches in diameter, present in upper 3.5 feet.
SAMPLE TAKEN: Approximately 120 lbs. in 2 5-gallon buckets, representative of interval.
0.8 to 6.0 ft.: LAB TEST DATA: 50% sand, 30% gravel, 20% fines, LL=41.9, PI=2.8, Moisture=6.7%. Laboratory classification is Silty Sand with Gravel
Trace 0 0
Water Encountered: none Approx. Dimensions: Date Of Exploration:
Notes
The excavator utilized a 4-foot-wide toothed all purpose bucket. Advancement was quick and smooth. Excavation discontinued at refusal at top of bedrock.
TP-20-3
Yakima
In line with proposed fish ladder Ground Elevation: 2985.5 ft.
WGS 84, decimal degrees Logged By:
Bureau Of Reclamation TEST PIT LOG Hole No.
46.62861 -121.27061 Method of Exploration:
Northing Easting
Coordinates: John Deere 350G Excavator 4 ft. toothed bucket
Datum: A. Canner
13L x 6W x 8.8D Feet
0.0 to 4.6
4.6 to 8.8
NOTES
The excavator utilized a 4-foot-wide toothed all purpose bucket. Advancement was quick and smooth. Excavation discontinued at refusal at top of bedrock.
0.0 to 2.1 ft.: POORLY GRADED GRAVEL WITH SILT AND SAND:
About 70% fine to coarse, hard, subangular to round gravel; about 20% fine to coarse, hard, angular to subangular sand; about 10% fines. Maximum size 25 mm. no reaction with HCl.
IN PLACE CONDITIONS: Loosely compacted; dry; light brown. 0.0-1.0 feet primarily organic material comprised of twigs, pine needles and roots. Fine Roots, less than 1 inch in diameter, present in upper 4.6 feet.
SAMPLE TAKEN: Approximately 120 lbs. in 2 5-gallon buckets, representative of interval.
0.0 to 7.7 ft.: LAB TEST DATA: 53% gravel, 44% sand, 3% fines, LL=27.1, PI=1.1, Moisture=4.3%. Laboratory classification is Poorly Graded Gravel with Sand.
0 0 0 (GP-GM)s
(GM)sc
4.6 to 8.8 ft.: SILTY GRAVEL WITH SAND AND COBBLES:
About 65% fine to coarse, hard, subangular to round gravel; about 25% fine to coarse, hard, angular to subangular sand; about 15% non-plastic fines. Maximum size 175 mm. No reaction with HCl
TOTAL SAMPLE (BY VOLUME): About 10% 3 to 5-inch, hard, rounded to subrounded cobbles; trace 5 to 12-inch, hard, rounded to subrounded cobbles.
IN PLACE CONDITIONS: Loosely compacted; dry; dark brown.
10 Trace 0
FIELD
CLASSIFICATION
GROUP
SYMBOL
CLASSIFICATION AND DESCRIPTION OF MATERIAL (SEE USBR 5000,5005)
% PLUS 3-INCH BY VOLUME
3-5 INCH 5-12
INCH
PLUS 12
INCH
Yakima
In line with proposed fish ladder
Bureau Of Reclamation TEST PIT LOG Hole No. TP-20-4
-121.27035
2984.1 ft.
WGS 84, decimal degrees
Date Of Exploration:
Ground Elevation:
46.62859 Method of Exploration:
10/9/2020 Water Encountered: none
Northing Easting Logged By:
Approx. Dimensions:
Coordinates: John Deere 350G Excavator 4 ft. toothed bucket
Datum: A. Canner
10L x 6W x 8.1D Feet
0.0 to 9.1
TP-20-5
Yakima
In line with proposed fish ladder Ground Elevation: 2982 ft.
Hole No.Bureau Of Reclamation TEST PIT LOG
Approx. Dimensions: Date Of Exploration: 10/7/2020
46.62828 -121.27026 Method of Exploration:
Northing Easting
WGS 84, decimal degrees Logged By:
Water Encountered: none
NOTES
The excavator utilized a 4-foot-wide toothed all purpose bucket. Advancement was quick and smooth. Excavation discontinued at refusal at top of bedrock.
PLUS 12
INCH
0.0 to 9.1 ft.: SILTY SAND WITH GRAVEL, COBBLES, AND BOULDERS:
About 50% fine to coarse, hard, angular to subangular sand; about 35% fine to coarse, hard, angular to rounded gravel; about 15% non-plastic fines. Maximum size 26 inches.
No reaction with HCl.
TOTAL SAMPLE (BY VOLUME): About 15% 3 to 5-inch, hard, rounded to subrounded cobbles; about 15% 5 to 12-inch, hard, rounded to subrounded cobbles; about 10% hard, rounded to subrounded boulders.
IN PLACE CONDITIONS: Loosely compacted; dry; light brown. 0.0 - 0.9 feet primarily organic material comprised of twigs, pine needles and roots. Roots, up to around 2 inches in diameter, present in upper 1.0 feet.
15 15 10
FIELD
CLASSIFICATION
GROUP
SYMBOL
CLASSIFICATION AND DESCRIPTION OF MATERIAL (SEE USBR 5000,5005)
% PLUS 3-INCH BY VOLUME
3-5 INCH 5-12
INCH
(SM)gcb
Coordinates: John Deere 350G Excavator 4 ft. toothed bucket
Datum: A. Canner
6L x 4W x 3.1D Feet
0.0 to 1.7 pTmv 0 0 0
1.7 to 3.1
NOTES
The excavator utilized a 4-foot-wide toothed all purpose bucket. Advancement ended at refusal at top of competent bedrock. Coordinates collected using recreational-grade handheld GPS.
PLUS 12
INCH
0.0 to 1.5 ft. SILTY SAND WITH GRAVEL:
About 60% predominantly fine sand; about 20% fine to coarse, hard, angular to subrounded gravel; about 20% non-plastic fines with rapid dilatency; maximum size 75 mm; no reaction with HCl.
IN PLACE CONDITIONS: Dry; light brown. 0.0 - 0.7 feet primarily organic material comprised of twigs, pine needles and roots. Roots, up to around 2 inches in diameter, present down to 1.5 feet.
0 0 0
FIELD
CLASSIFICATION
GROUP SYMBOL
CLASSIFICATION AND DESCRIPTION OF MATERIAL (SEE USBR 5000,5005)
% PLUS 3-INCH BY VOLUME
3-5 INCH 5-12
INCH
(SM)g
1.7 to 3.1 ft. METAVOLCANIC ROCK:
Moderately weathered (W5), hard (H3), intensely fractured (FD7), recovery in 3 inch-minus angular gravel-sized pieces.
Approx. Dimensions: Date Of Exploration: 10/9/2020
46.6283 -121.27048 Method of Exploration:
Northing Easting
WGS 84, decimal degrees Logged By:
Bureau Of Reclamation TEST PIT LOG
Water Encountered: none
TP-20-6
Yakima
In line with proposed fish ladder Ground Elevation: 2978.7 ft.
Hole No.
T ab le
L ab or at or y in d ic es f or C le ar
C re ek F is h
P as sa ge t es t p it a n d d ri llh ol e sa m p le s
La bo ra to ry In de x N um be r:
Z- Da te R ec ei ve d:
V ar io us d at es
Tr an sm itt al Le tt er
D e:
So il
Sa m pl e
In de x a nd
T es tin g
Re qu es t
Fe at ur e:
C le ar C re ek am
Pr oj ec t:
Ya ki m a Pr oj ec t Ar ea O ffi ce
Re gi on
GP
St e:
W A
Ag en cy
Sa m pl e
Nu m be r
Z-
Sa m pl in g Lo ca tio n
De pt h ft Ty pe o f M at er ia l Q ua nt ity o f C on ta in er s a nd T yp e
In de x P ro pe rt ie s
Pe rm ea bi lit y on so lid at io Sh ea r S tr en gt h
Corrosion Suite Petrographic examination
No te s - C om m en ts
Natural Moisture/ Unit Weight Visual Classification Gradation Atterberg Limits Specific Gravity Pin hole Dispersion Test Crumb dispersion test Double Hydrometer Dispersion Test Compaction - Proctor Compaction - Vibratory Hammer
Constant head Permeability Flexible Wall Permeameter Filter Testing / Filter Cementation Flow Pump Permeability
One-Dimensional consolidation Swell/Consolidation
Unconfined Compressive Direct Shear Direct Simple Shear Cyclic Simple Shear UU Triaxial Shear CU Triaxial Shear CD Triaxial Shear Cyclic Triaxial Shear
TP
-2
0-
0.
6.
So il an d
Ro ck
- M od ul ar
C on ta in er (B uc kh or n)
6.
So il an d oi st ur e
Ti n
6.
So il an d
- B ag
(s
Pl as tic , g al
S am pl ed
C or ro siv ity
7.
So il an d od ul ar
C on ta in er (B uc kh
1.
4.
So il an d oi st ur e
Ti
7.
So il an d ag
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Pl as tic , g al
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C or ro
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So il an d od ul ar
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9.
So il an d oi st ur e
Ti
9.
So il an d ag
(s
Pl as tic , g al
S am pl ed
C or ro
DH
6.
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Un w ax ed a nd w ax ed co re or e, ax ed a nd w ax ed
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.3 or e, ax ed a nd w ax ed
.0 or e, ax ed a nd w ax ed
.9 or e, ax ed a nd w ax ed or e, ax ed a nd w ax ed
X2
Co m po sit e
NA
NA
So il an d
Bu ck et
(s ga l.
Z-
, 6 4Z
-1
Bl en d
0.
- 9 .0 ft le
Su m m ar y of r oc k p h ys ic al p ro p er ti es t es ti n g
S pe ci m en D es cr ip tio n P hy si ca l P ro pe rt ie s
D ril l H ol e D ep th o f
S pe ci m
(f t)
1, S am pl e
In de x
Moisture Content
Degree of Saturation
Bulk Specific Gravity
Bulk Specific Gravity (SSD)
Apparent Specific Gravity
Absorption
Apparent Porosity
Dry Unit Weight
Apparent Unit Weight
Estimated As-tested Unit Weight pc f pc f pc f
D H
-2
Z -2
0.
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2.
4.
1.
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9%
7.
1.
9.
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8.
3.
0.
D H
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0.
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3.
4.
0.
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0.
1.
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5.
2.
7.
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9.
5.
D H
-2
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0.
9.
4.
3.
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8.
6.
3%
5.
2.
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1.
8.
A ve ra ge v al ue s fo r A ll
Sa m pl
8%
5.
1.
1 S pe ci m en s ob ta in ed f ro m c ut e nd s of
U C
S a re r ep or te d as t he m id -p oi nt d ep th o f th e co rr es po nd in g sp ec im en
2 S pe ci m en s ob ta in ed f ro m c ut e nd s of
P oi nt L oa d te st s ar e re po rt ed a s th e ap pr ox im at e de pt h of t he c or re sp on di ng s pe ci m en le
Su m m ar y of ro ck in di re ct te ns ile s tr en gt h te st in g
Sp ec im en
D es cr ip tio n
Te ns ile S tre ng th
Sa m pl e
Sp lit tin g
Te ns ile S tre ng th ax im um
L oa d
C om m ril l H ol e D ep o.
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D ev
M ed ia n
M ea n St d.
D ev
M ed ia n ft
Z-ps i lb f D
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9-
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lo ad ed p er p.
to fr ac
D H
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N o pr ef er en tia l l oa d or ie nt at io n
D H
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1 S ta nd ar d de vi at io n va lu es b as ed o n sa m pl e st an da rd d ev ia tio n as su m in g en tir e po pu la tio n is n ot re pr es en te by po rte d sa m le
Su m m ar y of p oi nt lo ad in de x te st in g
Sp ec im en
D es cr ip tio n
Po in t L oa d St re ng th In de x
(I s (5
0)
U C
S C or re la tio n
SA
M
PL
E
N U
M
BE
R
Drill Hole ft Depth
Condition
Number of Samples
Mean
Median
Standard Deviation
Point Load Strength Index - Uncorrected (I s )
Calculated Unconfined Compressive Strength
Difference between Air- Dried And Natural Condition UCS Correlations ps i ps i ps i
Z-
H
-2
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9.
9.
4.
.6 ur al
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8.
4.
2.
-2
.4 Ai r-D rie
5.
0.
4.
-2
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1.
-2
.0 A ir- D rie
-2
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5.
0.
5.
N at
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8.
5.
3.
le
Su m m ar y of r oc k u n ia xi al s tr en gt h t es ti n g
S pe ci m en D es cr ip tio n S tr es s S tr ai n at
P ea k S he ar
Y ou ng
's M od ul us
P oi ss on
's R io
S
M P
LE
N
U M
B
Drill Hole
Depth
Uniaxial Strength
Axial Strain
Lateral Strain
Volumetric Strain
Tangent (see comments)
Correlation Coefficient
Average (see comments)
Correlation Coefficient
Secant (see comments)
Tangent (see comments)
Correlation Coefficient
Average (see comments)
Correlation Coefficient
Secant (see comments)
C om m en ts ft ps in /in ps
R ps i R ps i R
R
Z
-2
D H
-2
1.
E
E -0
-4
.8 4E
-0
2.
E -0
3.
E
4.
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E
T an ge nt
0-ve ra ge
0-ec an t
0-ig hl y fr ac tu re d, s om e in fil le d.
hi pp ed t op a nd bo tt om s ur fa ce
Z
-2
D H
-2
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E
-0
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4E -0
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.6 6E
-0
1.
E
E
E ge nt
0-ra ge
0-an t 0-hl y fr ac tu re d, s om e in fil d.
pp ed t op om s ur fa ce
Z
-2
D H
-2
E
E
-0
-1 .3
9E -0
-1
.2 6E
-0
1.
E
E
E ge nt
0-ra ge
0-an t 0-hl y fr ac tu re d, s ca rc e in fil lin g.
pp ed t op om s ur fa ce
Z
-2
D H
-2
E
E
-0
-5 .6
0E -0
1.
E
-0
2.
E
E
E ge nt
0-ra ge
0-an t 0-lig ht ly f ra ct ur ed so ee fil lig ht ly c hi pp to p an d bo tt om s ur fa ce
Z
-2
D H
-2
E
E
-0
-6 .9
8E -0
-5
.8 0E
-0
2.
E
E
E
T an ge nt
0-ra ge
0-an t
0-hl y fr ac tu re d, s ca rc e in fil pp ed t op om s ur fa ce
M ea n va lu es fo r D ril lh ol
E+
E-
-5
1E
-0
-2 .0
6E -0
1.
St an da rd D ev ia tio n va lu es fo r D ril lh ol es
8.
M ed ia n va lu es fo r D ril lh
-4
4E -0
-4
.6 6E
-0
1.
1 R a ng es f or
T an ge nt
A ve ra ge an d
S ec an t ch os en b y la bo ra to ry e ng in ee r 2 S ta nd ar d de vi at io n va lu es b as ed o n sa m p le s ta nd ar d de vi a tio n as su m in g en tir e po pu la tio n is n ot r ep re se nt ed b y re po rt ed s am p le s le
Su m m ar y of r oc k d ir ec t sh ea r te st in g
H ol e am pl e
In de x O rie nt at io n of
H ol e
S he ar Z on e
D es cr ip tio n1
R oc k D ire ct
S he ar T es t
R es ul lid in g F ric tio n P ar am et er s2, C om m pe ci ar D
In te rv ft
S he ar S ur fa ce D es cr ip tio n
S fa ce le f ro e A xi s de gr ee s
S he ar S ur gh ne ss P ro fil e
S
Le ch ar S ur a an d A re a
M et ho d sq tr es k ps i
S es k ps i
A pp ar en t S lo pe o f
D is pl
(D ila ta nc y) pp ar en t S ec an t S tif fn es s ps i/i n
A pp ar en t C oh es io n ps i
S lid in g
F ric tio n de gr ee s
C or re la tio n
C oe ff ic ie nt t o S he
I
-2
-2
V er tic n fil m o f er od ed p ar en t ro ck
E vi de nc e of p rio r in fil lin g, lo w r ea ct io l.
M ed iu m q ua lit y in te rlo ck
-1
4-cu la te d
Ir re gu la r
-0
3, T es t pe rf or m ed o n sm al l d ire ct s he ar m ac hi ne
M ut i-st ag e sh ea r on s am e sp ec im en
S pe ci m en w as ot t be tw ee n sh ea rin g st ag es
-0
2, -0
,1
-2
-2
V er
S po ra di c in fil lin g, m od er at e re ac tio n to H
C l.
S om e vi si bl e fr ac tu s.
iu qu ity in te rlo ck
-1
8-cu la te d
Ir re gu la r
0.
T es t pe rf or m ed o n sm al l d ire ct s he ar m ac hi ne
M ut i-st ag e sh ea r on s am e sp ec im en
S pe ci m en w as t be tw ee n sh ea rin g st ag es
,9
-0
4, D H
-2
-2
V er lic ke ns id e.
om e in fil g, gh r ea ct io n to H
C l.
L ow qu ity in te rlo ck
6-
2-cu la te d
Ir re gu la r
1, T es t pe rf or m ed o n sm al l d ire ct s he ar m ac hi ne
M ut i-st ag e sh ea r on s am e sp ec im en
S pe ci m en w as t be tw ee n sh ea rin g st ag es
-0
-0
6, Li ne ar tr en d lin e th ro ug h te st re su lts fo r F ra ct ur e Sp ec im en s
Po w er fi t t re nd li ne th ro ug h te st re su lts fo r F ra ct ur e Sp ec im en s
1.
0.
D H
-2
-2
V er aw cu t
0.
cu la te d
S aw cu t
T es t pe rf or m ed o n sm al l d ire ct s he ar m ac hi ne
M ut i-st ag e sh ea r on s am e sp ec im en
S pe ci m en w as t be tw ee n sh ea rin g st ag es
S pe ci m en s aw cu t w ith d ia m on d sa w f ro m in ta ct c or e sa m
D H
-2
-2
V er aw cu t
0.
cu la te d
S aw cu t
0.
T es t pe rf or m ed o n sm al l d ire ct s he ar m ac hi ne
M ut i-st ag e sh ea r on s am e sp ec im en
S pe ci m en w as t be tw ee n sh ea rin g st ag es
S pe ci m en s aw cu t w ith d ia m on d sa w f ro m in ta ct c or e sa m
4, Li ne ar tr en d lin e th ro ug h te st re su lts fo r S aw cu t S pe ci m en s 0.
Po w er fi t t re nd li ne th ro ug h te st re su lts fo r S aw cu t S pe ci m en s
0.
3* 0.
1 R o u g h n e ss p ro fil e b e tw e e n a n d m x)
2 C o u lo m b -N a vi e r fa ilu re c rit e ria
3 S w cu t sp e ci m e n r o u g h n e ss a n d c o h e si o n a re a ss u m e d t o b e z ro itt in g T en si en gt h
M ax im um
Lo ad S pe ci ck ne ss
S pe ci ia m te r
(lb f/i n2
(lb f)
(in
(in
1.
2.
0.
2.
0.
2.
0.
2.
0.
2.
0.
2.
0.
2.
0.
0.
0.
2.
0.
2.
0.
2.
0.
2.
0.
2.
0.
2.
0.
2.
0.
2.
0.
2.
0.
2.
0.
0.
0.
2.
0.
2.
0.
2.
0.
2.
0.
2.
0.
0.
0.
2.
1 S ta nd ar d de vi at io n va lu es b as ed o n sa m pl e st an da rd d ev ia tio n as su m g tir e po pu la tio n is n ot r ep re se nt ed b y re po rt ed s am pl es
M ea n va lu es fo r D
H -1
9-
, 2 1.
- 2
2.
3f t
N o pr ef er en tia l l oa d or ie nt at io n
St an da rd
D ev ia tio n fo r D H
-1 9-
, 1
2.
-1 3.
2f t1
M ed ia n va lu e fo r D
H -1
9-
, 1 2.
- 1
3.
2f t
N o pr ef er en tia l l oa d or ie nt at io n
N o pr ef er en tia l l oa d or ie nt at io n
N o pr ef er en tia l l oa d or ie nt at io n
N o pr ef er en tia l l oa d or ie nt at io n
N o pr ef er en tia l l oa d or ie nt at io n
N o pr ef er en tia l l oa d or ie nt at io n
M ed ia n va lu e fo r D H
-1 9-
, 1
4.
- 1 5.
2f t
St an da rd
D ev ia tio n fo r D H
-1 9-
, 2
1.
- 2 2.
3f t1
M ed ia n va lu e fo r D
H -1
9-
, 2 1.
- 2
2.
3f t
N o pr ef er en tia l l oa d or ie nt at io n
N o pr ef er en tia l l oa d or ie nt at io n
N o pr ef er en tia l l oa d or ie nt at io n
DH-20-
14.7 - 15.2
M ea n va lu es fo r D
H -1
9-
, 1 4.
- 1
5.
2f t
St an da rd
D ev ia tio n fo r D H
-1 9-
, 1
4.
- 1 5.
2f t1
M ea n va lu es fo r D
H -1
9-
, 1 2.
- 1
3.
2f t
DH-20-02
21.3 - 22.3
N o pr ef er en tia l l oa d or ie nt at io n
N o pr ef er en tia l l oa d or ie nt at io n
S pe ci m en D es cr ip tio n
D ril l H th
ft) S am pl e
(6
4Z
C om m en ts
T en si le
S tr en gt h
12.2 - 13.2
DH-20-01
N o pr ef er en tia l l oa d or ie nt at io n
N o pr ef er en tia l l oa d or ie nt at io n
Lo ad ed p er pe nd ic ul ar to fr ac tu re N o pr ef er en tia l l oa d or ie nt at io n N o pr ef er en tia l l oa d or ie nt at io le
Su m m ar y of s oi l p h ys ic al p ro p er ti es t es ti n g
TE
ST
IT
CS
LAB CLASSIFICATION
PA
R
TI
C
LE
SI
ZE
F R
A C
TI
O
N1
C O
N
SI
ST
A
N C
Y
LI
M
IT
S2 C
O
EF
FI
C
IE
TS
SP
EC
IF
IC
G R
A
VI
TY
LA
O R
A
TO
R Y
C O
M
PA
C
TI
O N
3, SA
M
PL
E es
00 to #4) to 3 inch)
O
VE
R
SI
ZE
uid Limit sticity Index efficient of iformity = D60 / D10 efficient of rvature = D30
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Op Water timum ntent
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IN
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>12
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Pla
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Minus No. 4
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Average
Maximum Dry Unit We lbf/ft
Ma Weight (Minus 3/4-inch) lbf/ft
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| xxx00 00 02A_GeologyDwgs-B_G1-G8_ClearCreekDam_22x34_072823 |
| G1_103-D-347 |
| G2_40-D-7022-1 |
| G3_40-D-7023-1 |
| G4_33-100-60840 |
| G5_33-100-60841 |
| Sheets and Views |
| 22 x 34 |
| G6_33-100-60842 |
| Sheets and Views |
| 60842 |
| G7_33-100-60843 |
| Sheets and Views |
| 60843 |
G8_33-100-1444
| xxx00 00 02A_G9-G26_Geology Logs and Data |
| G9_DH-20-1 |
| G10_DH-20-2 |
| G11_DH-20-3 |
| G12_TP-20-1 |
| G13_TP-20-2 |
| G14_TP-20-3 |
| G15_TP-20-4 |
| G16_TP-20-5 |
| G17_TP-20-6 |
| G18_Table1-SoilSampleIndesAndTesting |
| G19_Table4-RockPhysicalPropertiesTesting |
| G20_Table5-RockIndirectTensileStrengthTesting |
| G21_Table6-PointLoadIndexTesting |
| G22_Table7-RockUniaxialStrengthTesting |
| G23_Table8-RockDirectShearTesting |
| G24_Summary-RockTensileStrengthTesting |
| G25_Table2-SoilPhysicalPropertiesTestomg |
| G26_Table3-One-DimensionalConsolidationTesting |
| 103-D-347 ShtNo: G1 |
| 40-D-7022 ShtNo: G2 |
| 40-D-7023 ShtNo: G3 |
| 33-100-60840 ShtNo: G4 |
| 33-100-60841 ShtNo: G5 |
| 33-100-60842 ShtNo: G6 |
| 33-100-60843 ShtNo: G7 |
| 33-100-1444 ShtNo: G8 |
| DH-20-1 ShtNo: G9 |
| DH-20-2 ShtNo: G10 |
| DH-20-3 ShtNo: G11 |
| TP-20-1 ShtNo: G12 |
| TP-20-2 ShtNo: G13 |
| TP-20-3 ShtNo: G14 |
| TP-20-4 ShtNo: G15 |
| TP-20-5 ShtNo: G16 |
| TP-20-6 ShtNo: G17 |
| Table 1 ShtNo: G18 |
| Table 4 ShtNo: G19 |
| Table 5 ShtNo: G20 |
| G21 Remove page number: |
| G21: G21 |
| Table 7 ShtNo: G22 |
| G23 Remove page number: |
| Table 8 ShtNo: G23 |
| G24: G24 |
| Text1: |
| Table 2 ShtNo: G25 |
| Table 3 ShtNo: G26 |
File details come from the government source that posted it. Updated .