02 DRAFT Drawings - Dexter FF - Geotechnical.pdf
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- Attached to
- Dexter Adult Fish Facility Upgrades
- Solicitation number
- W9127N23R0005
About this file
This pre-solicitation notice and related documents provide information for the Dexter Adult Fish Facility Upgrades federal construction contract opportunity. The U.S. Army Corps of Engineers, Northwestern Division, Portland District will solicit fixed-price proposals to replace 90% of the fish ladder and add new concrete fish sorting pools, excavate rock, and install pre-engineered and custom metal fabrications at the Dexter Fish Facilities in Oregon. Proposals are due by December 23, 2022 for a contract valued between $50-100 million. The work must be completed between March 2023 and November 2026. The NAICS code is 237990 and the small business size standard is $39.5 million. The government will award to the best value proposal considering technical, past performance, and price factors. An organized site visit will be held on November 17, 2022. The solicitation is expected to publish between November 14-23, 2022 with plans and specifications on SAM.gov.
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DEXTER DAM
DH-67
DH-32
DH-28
DH-30
DH-63
DH-64
DH-65
DH-7
B-12
B-13 DDH-57
DDH-59
DDH-60
DH-29
DH-48
DH-51
DH-52
DH-53
DH-54
DH-56
DH-58
DH-61
DH-3
DH-31
DH-33
B-11
B-3
DH-5
DH-55
DH-62
B-2
B-7
B-9
B-1
B-4a
B-5 B-6
B-10DH-4
B-100
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US Army Corps of Engineers ®
SHEET OF
8/ 5/
LEGEND
PIEZOMETER
LOCATIONS
HISTORICAL
BORINGS (1953)
TEST PITS
TP-2
TP-1
2013 BORINGS
N
SCALE: 1"= 30'
30' 0 30'
NOTES:
1. INDIVIDUAL BORING INFORMATION AND GEOTECHNICAL REPORTS CAN BE
FOUND IN THE GEOTECHNICAL BASELINE REPORT.
2. A QUICK REFERENCE TO SUBSURFACE CONDITIONS CAN BE FOUND ON
SHEET B-101.
3. LOCATIONS OF BORINGS ON THIS MAP ARE APPROXIMATE.
4. HISTORICAL BORING INFORMATION CAN BE LOCATED IN ORIGINAL DATA
REPORT DATED APRIL, 1953.
APPROXIMATE LOCATIONS OF SOIL BORINGS
BORING # NORTHING EASTING
B-1
B-2
B-3
B-4a
B-5
B-6
B-7
B-9
B-11
B-12
B-13
831496.00
831344.02
831271.98
831437.00
831532.42
831527.00
831577.89
831608.86
831244.94
831255.60
831277.00
4313484.00
4313718.89
4313625.89
4313465.00
4313354.51
4313279.00
4313173.89
4313242.76
4313634.23
4313804.00
4313766.89
SCALE: 1" = 30'
BORING AND TEST PIT LOCATIONS
B-10 831325.98 4313378.09
DRAFT
B-101
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US Army Corps of Engineers ®
SHEET OF
8/ 5/
FILL
BASALT
FILL
BASALT
651.00'
662.00'
FILL
BASALT
652.50'
FILL
BASALT
656.50'
B-1
FILL
BASALT
654.50'FILL
CLAY
w/ BASALT
668.50'
665.00'
BASALT
FILL
BASALT
640.00'
FILL
CLAY
w/ GRAVEL
TUFF
637.50'
633.00'
BOH: 614.00'
BOH: 643.00'
BOH: 647.00'
BOH: 649.50'
BOH: 649.00'
BOH: 660.50'
BOH: 647.00'
BOH: 628.00'
FILL
SILTY SAND
w/ GRAVEL
652.50'
639.50'
TUFF
FILL
644.50'
TUFF
(HARD
REFUSAL)
BOH: 644.00'
FILL
640.50'
TUFF
BOH: 662.00'
FILL
642.00'
BASALT
BOH: 640.00'
BOH: 634.50'
B-2
B-3 B-5 B-6
B-7
B-9
B-10
B-11
B-12
B-13
REFUSAL,
NO RECOVERY
(SEE B-11 FOR
CORRECTION
DUE TO BORING
REFUSAL)
B-4a
ELEV: 658.00'
ELEV: 675.50' ELEV: 665.50' ELEV: 658.50' ELEV: 657.50' ELEV: 659.50' ELEV: 658.50'
ELEV: 658.00' ELEV: 664.00' ELEV: 657.00' ELEV: 662.00' ELEV: 662.00'
NOTES:
1. THIS BORING LOG SUMMARY IS FOR INFORMATIONAL USE ONLY. DETAILED BORING LOGS ARE AVAILABLE IN THE GEOTECHNICAL BASELINE REPORT.
2. ELEVATIONS SHOWN ARE TAKEN FROM FIELD MEASUREMENTS AND MAY NOT COINCIDE WITH ACTUAL SURVEYED ELEVATIONS. REFER TO MODEL AND
GEOTECHNICAL BASELINE REPORT FOR DETAILS.
3. REFER TO DRAWING B-100 FOR BOREHOLE LOCATIONS.
4. REFER TO HISTORICAL DOCUMENTS FOR HISTORICAL BORING LOG DETAILS.
5. A SUMMARY OF THE ORIGINAL 1953 BORING LOGS CAN BE FOUND IN THE GEOTECHNICAL BASELINE REPORT.
MIDDLE FORK WILLAMETTE RIVER
DH-67
DH-32
DH-28
DH-30
DH-63
DH-64
DH-65
DH-7
B-12
B-13 DDH-57
DDH-59
DDH-60
DH-29
DH-48
DH-51
DH-52
DH-53
DH-54
DH-56
DH-58
DH-61
DH-3
DH-31
DH-33
B-11
B-3
DH-5 DH-55
DH-62
B-2
B-7
B-9
B-1
B-4a
B-5 B-6
B-10DH-4
B-102
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US Army Corps of Engineers ®
PYROCLASTICS
INTRUSIVE BASALT
FAULT GOUGE OR
OXIDIZED BRECCIA
TUFF
BASALT BRECCIA
VOLCANIC BRECCIA
ROCK LAYER LEGEND
BASALT - TUFF
TRANSITIONAL ZONE
NOTES:
1. SEE INDIVIDUAL CROSS SECTIONS FOR DEPTHS TO ROCK SURFACE.
2. ADDITIONAL INFORMATION ABOUT ROCK FORMATIONS IS AVAILABLE IN
THE GEOTECHNICAL BASELINE REPORT AND THE DIGITAL MODEL.
3. QUICK REFERENCE OF SUBSURFACE CONDITIONS CAN BE FOUND ON
SHEET B-101.
4. REFER TO HISTORICAL DOCUMENTS OR THE GEOTECHNICAL BASELINE
REPORT FOR INFORMATION ABOUT HISTORICAL BORINGS.
N
040' 40'
SCALE: 1"= 40'
BORING LEGEND
HISTORICAL
BORINGS (1953)
TEST PITS
PIEZOMETER
LOCATIONS
2013 BORINGS
TP-1
TP-2
SCALE: 1" = 40'
BEDROCK GEOLOGY
B-103
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US Army Corps of Engineers ®
8/ 5/
GRAVEL
w/ SAND
ELEV: 645.60'
21.10
0.00
TUFF
BASALT
BRECCIA
32.10
GRAVEL
w/ SAND
BASALT
BRECCIA
ELEV: 648.30'
17.20
0.00
TUFF
67.40
GRAVEL
w/ SAND
ELEV: 652.40'
16.60
0.00
TUFF
BOH: 44.90
BOH: 85.10
BOH: 63.00
0.00
0.00
GRAVEL
w/ SAND
TUFF
ELEV: 638.60'
15.00
0.00
BOH: 74.80
ELEV: 645.60'
GRAVEL
w/ SAND
BASALT
10.20
0.00
19.30
44.10
BASALT
BRECCIA
BASALT
BOH: 55.80
ELEV: 644.90'
GRAVEL
w/ SAND
TUFF
0.00
BASALT
BRECCIA
BASALT
BASALT
BRECCIA
7.70 10.00
15.00
26.00
BOH: 60.80
ELEV: 639.00'
BASALT
BRECCIA
0.00 2.00
25.00
36.00
68.80
BASALT
BASALT
BASALT
BRECCIA
GRAVEL
w/ SAND
BOH: 78.00
GRAVEL
w/ SAND
BASALT
BRECCIA
BASALT
BRECCIA
BASALT
BOH: 55.00
0.00
10.00
29.40
48.00
ELEV: 641.00' ELEV: 638.40'
BASALT
BASALT
BRECCIA
28.40
0.00
57.00
TUFF
BOH: 76.60
ELEV: 638.30'
GRAVEL
w/ SAND
TUFF
3.50
0.00
BOH: 58.60
ELEV: 640.00'
GRAVEL
w/ SAND
TUFF
5.80
0.00
40.00
48.50
BASALT
TUFF
BOH: 60.60
ELEV: 637.50'
BASALT
TUFF
30.80
0.00
BOH: 53.90
DH-3
DH-5
DH-7
DH-29
DH-28 DH-30
DH-31
DH-32
DH-33
DH-48
DH-51
DH-52
B-104
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8/ 5/
GRAVEL
w/ SAND
BASALT
BRECCIA
ELEV: 644.40'
5.20
0.00
GRAVEL
w/ SAND
ELEV: 655.60'
15.10
0.00
TUFF
GRAVEL
w/ SAND
ELEV: 653.20'
14.30
0.00
TUFF
BASALT
BRECCIA
34.80
GRAVEL
w/ SAND
ELEV: 673.10'
17.30
0.00
BASALT
BRECCIA
SILTY
SAND
ELEV: 655.90'
12.70
0.00
TUFF
BOH: 38.40
BOH: 57.20
BOH: 49.30
BOH: 55.00
BOH: 35.20
GRAVEL
w/ SAND
BASALT
BRECCIA
TUFF
BASALT
TUFF
GRAVEL
w/ SAND
TUFF
GRAVEL
w/ SAND
ELEV: 644.90'
7.90
0.00
TUFF
BASALT
BRECCIA
33.40
BOH: 54.40
BOH: 55.30
BOH: 51.10
ELEV: 644.20'
5.90
0.00
26.00
32.10
36.10
ELEV: 643.80'
10.70
0.00
GRAVEL
w/ SAND
ELEV: 649.90'
14.00
0.00
TUFF
GRAVEL
w/ SAND
ELEV: 648.30'
10.60
0.00
TUFF
BASALT
BOH: 30.80
18.00
BOH: 34.20
DH-53
DH-54
DH-55 DH-56
DDH-57
DH-58
DDH-59
DDH-60
DH-61
DH-63
41.00
46.20
53.70
FAULT GOUGE
BASALT
BRECCIA
TUFF
GRAVEL
w/ SAND
TUFF
ELEV: 642.40'
0.00
5.80
DH-62
BASALT
TUFF
31.00
38.00
BOH: 40.40
| 1. B-100_05AUG2022 |
| Sheets and Views |
| B-100 |
| 2. B-101_05AUG2022 |
| Sheets and Views |
| B-101 |
| 3. B-102_05AUG2022 |
| Sheets and Views |
| B-102 |
| 4. B-103_05AUG2022 |
| Sheets and Views |
| B-102 |
| 5. B-104_05AUG2022 |
| Sheets and Views |
| B-103 |
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