W912ES20R0002 Plan Set 6-13.pdf
PDF 6 MB Posted
- Attached to
- Pigs Eye Islands Federal contract opportunity
- Solicitation number
- W912ES20R0002
About this file
This is a Request for Proposal (RFP) for habitat restoration and shoreline protection work on Pigs Eye Lake in Minnesota. The U.S. Army Corps of Engineers, St. Paul District is seeking proposals for up to six island construction projects totaling between $10-25 million. Offerors must be registered in the System for Award Management with active representations and certifications. The resulting contract will be firm-fixed-price. Proposals are due by the date specified in Section 00 10 00 of the specifications document. The North American Industry Classification System code for this project is 237990 and it has been set aside for small businesses with a size standard of $39.5 million.
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Other files for this federal contract opportunity
| File | Type | Posted |
|---|---|---|
| A22 W912ES20R0002 0004 Solicitation Amendment.pdf | ||
| A22 W912ES20R0002 0003 Solicitation Amendment.pdf | ||
| PigsEye_2ndRevisedSection_35_20_23.40_13.pdf | ||
| ExTopo_2019Nov.txt | TXT text file | |
| ExTopo2015Oct.txt | TXT text file | |
| PigsEye_Tables.xlsx | XLSX spreadsheet | |
| PigsEye_RevisedSection_01_14_00.00_13.pdf | ||
| 2019_PigsEyeTurbidity.xlsx | XLSX spreadsheet | |
| PigsEye_RevisedSection_35_20_23.40_13.pdf | ||
| A22 W912ES20R0002 0002 Solicitation Amendment.pdf | ||
| A22 W912ES20R0002 0001 Solicitation Amendment.pdf | ||
| W912ES20R0002 Plan Set 24-25.pdf | ||
| Attachment 1 - Past Performance Questionnaire.docx | DOCX document | |
| W912ES20R0002 Plan Set 26-28.pdf | ||
| W912ES20R0002 Plan Set 14-23.pdf | ||
| W912ES20R0002 Plan Set 1-5.pdf | ||
| Attachment 2 - Small Business Participation Commitment Plan.docx | DOCX document | |
| W912ES20R0002 Plan Set 29-47.pdf | ||
| W912ES20R0002 Solicitation and Specifications.pdf |
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Text version
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WATER SURFACE ELEVATION ON DAY OF BORING
GROUND SURFACE ELEVATION AT BORING
CLAYEY GRAVELS, GRAVEL - SAND - CLAY MIXTURES
WELL GRADED GRAVELS, GRAVEL - SAND MIXTURE, LITTLE OR NO FINES
SILTY GRAVELS, GRAVEL - SAND - SILT MIXTURES
POORLY GRADED GRAVELS, LITTLE OR NO FINES
WELL GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO FINES
POORLY GRADED SANDS, GRAVELLY SANDS, LITTLE OR NO FINES
SILTY SANDS, SAND - SILT MIXTURES
CLAYEY SANDS, SAND - CLAY MIXTURES
INORGANIC SILTS, LIQUID LIMIT LESS THAN 50
INORGANIC SILTS, LIQUID LIMIT GREATER THAN 50
INORGANIC CLAYS, LOW TO MEDIUM PLASTICITY, LIQUID LIMIT LESS THAN 50
INORGANIC CLAYS, HIGH PLASTICITY, LIQUID LIMIT GREATER THAN 50
ORGANIC SILTS OR CLAYS, LOW PLASTICITY, LIQUID LIMIT LESS THAN 50
BORDERLINE MATERIAL
STRATIFIED MATERIAL
LOCATION AND SAMPLE NUMBER FOR UNDISTURBED SAMPLE
NO RECOVERY
WATER LEVEL ON DATE OF BORING
ELEVATION AT BOTTOM OF BORING
ELEVATION IN METERS
DATE OF BORING
( EG: M=MACHINE, A=AUGER, TP=TEST PIT, P=PIEZOMETER ).
YEAR OF BORING-BORING NUMBER, BORING TYPE
GW
SM
SP
SW
GC
GM
GP
ML
MH
CL
CH
OL
OH
PT
SP-
SM
SP&
SM
SC
W.S. 1026.7
G.S. 1020.2
W.L. 726.7
700.1
(238.56)
1 MAY 1984
84-1M
GENERAL BORING LEGEND
GENERAL BORING NOTES
THESE LOGS ARE AVAILABLE FOR INSPECTION BY REQUEST TO THE CONTRACTING OFFICER.
THE BORINGS SHOW SUMMARIES OF INFORMATION RECORDED ON THE ORIGINAL FIELD LOGS. 8.
SPECIFIED OTHERWISE, ALL CORE IS 4-INCH DIAMETER.
PERCENT RECOVERY IS LENGTH OF CORE RECOVERED/LENGTH OF CORE CUT X 100. UNLESS
% RECOVERY: PERCENT CORE RECOVERY IS SHOWN TO THE LEFT OF THE BORING STAFF.7.
4-INCHES.
COLUMN. RQD IS THE PERCENT RECOVERY CONSISTING OF UNBROKEN PIECES LONGER THAN
RQD: ROCK QUALITY DESIGNATION (RQD) IS SHOWN TO THE LEFT OF THE PERCENT RECOVERY 6.
THE LEFT OF THE BORING STAFF.
SIZE: THE GRAIN SIZE IN MILLIMETERS OF WHICH 10% OF THE SAMPLE IS FINER IS SHOWN TO
D5.
BORING STAFF.
ATTERBERG LIMITS: LIQUID LIMIT (LL) AND PLASTIC LIMIT (PL) ARE SHOWN TO THE RIGHT OF THE 4.
COUNTS SAMPLER SIZE, HAMMER WEIGHT, AND HEIGHT OF DROP ARE AS SHOWN.
A 1-3/8 X 2-INCH SAMPLER, 140 LB. HAMMER, AND A 30-INCH DROP. FOR NON-STANDARD BLOW
OF 12-INCHES. STANDARD BLOW COUNTS ARE FOR A STANDARD PENETRATION TEST (SPT) USING
AS NOTED, ARE THE NUMBER OF BLOWS NECESSARY TO DRIVE THE SAMPLER USED A DISTANCE
BLOW COUNT (SPT): BLOW COUNTS ARE SHOWN TO THE LEFT OF THE BORING STAFF AND, EXCEPT3.
IS SHOWN TO THE LEFT OF THE BORING STAFF.
MOISTURE CONTENT: THE NATURAL MOISTURE CONTENT IS IN PERCENT OF DRY WEIGHT (MC)2.
SPECIFIC BORING ARE SHOWN BELOW THE BORING STAFF.
INFORMATION IS ADDED TO THE RIGHT OF THE BORING STAFF. NOTES PERTAINING TO A
LEGEND REPRESENTS ONLY THE BASIC SOILS. TO COMPLETE THE CLASSIFICATION, PERTINENT
GENERAL: THE UNIFIED SOIL CLASSIFICATION SYSTEM IS USED TO IDENTIFY BASIC SOIL TYPE. THE 1.
PEAT
ORGANIC SILTS OR CLAYS, MEDIUM TO HIGH PLASTICITY, LIQUID LIMIT GREATER THAN 50
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SCALE: 1" = 10' 0 20'10'
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ID
Sheet
NOTES:
4. PULLED CASING AND ALLOWED HOLE TO COLLAPSE
OH
Pt
CH
SC
SP-SC
SW-SC
SPT DECK0' TO 0.2'
AIR0.2' TO 1.5'
WATER1.5' TO 3.7'
663.7
G.S. 685.0
D MC LL PL10
APPROX. W. L. 687.2
1. BORING OBTAINED FROM A FLOATING PLANT
3. UNDISTURBED SAMPLE TAKEN IN OFFSET HOLE
TO BROWN
SPONGY, OCCASIONAL SHELLS AND ORGANICS, GRAY
(PT) CLAYEY PEAT, VERY SOFT, WET, 10.4' TO 15.9'
SATURATED, SCATTERED SHELLS, GREEN
(OH) CLAYEY SILT, VERY SOFT, 3.7' TO 10.4'
SCATTERED ORGANICS, TRACE SAND, GRAY
(CH) SILTY CLAY, SOFT, WET, SPONGY, 15.9' TO 16.7'
LOOSE, WET, TRACE ORGANICS, GRAY
(SC) CLAYEY SAND, SAND FINE TO MEDIUM, 16.7' TO 20'
BEDDED TO LAMINATED, TRACE ORGANICS AND SHELLS, GRAY
MEDIUM, LOOSE TO MEDIUM DENSE, WET TO SATURATED, THINLY
(SP-SC) POORLY GRADED SAND WITH CLAY, SAND 20' TO 23'
BEDDED TO LAMINATED, TRACE ORGANICS, GRAY
FINE TO COARSE, LOOSE, WET TO SATURATED, THINLY
(SW-SC) WELL GRADED SAND WITH CLAY, SAND 23' TO 25'
26-27 OCT 2015
15-1M/MU
2. HOLE STABILIZED WITH 4-INCH PIPE CASING TO EL. 678.7, DRILLING MUD USED BELOW EL. 678.7
5. ELEVATION ESTIMATED FROM PRORATED POOL 2 WATER SURFACE
6. SAMPLES FROM 6.0' TO 10.0' WERE TESTED FOR CHEMICAL CHARACTERIZATION
NOTES:
3. PULLED CASING AND ALLOWED HOLE TO COLLAPSE
CH
CH
SP
SPT
DECK0' TO 0.2'
AIR0.2' TO 1.5'
WATER1.5' TO 4.1'
G.S. 684.6
663.7
15-2M
D MC LL PL10
APPROX. W. L. 687.2
1. BORING OBTAINED FROM A FLOATING PLANT
GRAY
DENSE, SAND MEDIUM, WET TO SATURATED, TRACE SILT,
(SP) POORLY GRADED SAND, LOOSE TO MEDIUM 20.7' TO 25'
26-27 OCT 2015
WET, SCATTERED ORGANICS, GREEN TO GRAY
(CH) ORGANIC-RICH SILTY CLAY, VERY SOFT, 4.1' TO 9'
SCATTERED ORGANICS AND SHELLS, BLUE TO GRAY
(CH) SILTY CLAY, VERY SOFT, WET, STICKY, 9' TO 20.7'
2. HOLE STABILIZED WITH 4-INCH PIPE CASING TO EL. 678.7, DRILLING MUD USED BELOW EL. 678.7
5. ELEVATION ESTIMATED FROM PRORATED POOL 2 WATER SURFACE
4. SAMPLES FROM 6.0' TO 10.0' WERE TESTED FOR CHEMICAL CHARACTERIZATION
NOTES:
3. PULLED CASING AND ALLOWED HOLE TO COLLAPSE
Pt
CH
SPT
DECK0' TO 0.2'
AIR0.2' TO 1.5'
WATER1.5' TO 4.4'
662.0
G.S. 684.3
15-3M
D MC LL PL10
1. BORING OBTAINED FROM A FLOATING PLANT
APPROX. W. L. 687.2
4. ELEVATION ESTIMATED FROM PRORATED POOL 2 WATER SURFACE
2. HOLE STABILIZED WITH 4-INCH PIPE CASING TO EL. 678.7
26-27 OCT 2015
STRONG ORGANIC ODOR, GREEN AND BROWNISH GRAY
SATURATED, SPONGY, WITH WOOD FRAGMENTS,
(PT) CLAYEY PEAT, VERY SOFT, WET TO 4.4' TO 23.2'
ORGANIC ODOR, GRAYISH BROWN
SPONGY, WITH PLANT AND SHELL FRAGMENTS,
(CH) FAT CLAY, VERY SOFT, SATURATED, 23.2' TO 26'
HIGHLY WEATHERED, FRIABLE, BUFF
ROCK FLOAT, SANDSTONE, SOFT, WET, 26' TO 26.7'
5. SAMPLES FROM 6.0' TO 10.0' WERE TESTED FOR CHEMICAL CHARACTERIZATION
NOTES:
CH
SPT
DECK0' TO 0.2'
AIR0.2' TO 1.5'
WATER1.5' TO 4.2'
G.S. 684.5
672.0
D MC LL PL10
APPROX. W. L. 687.2
1. BORING OBTAINED FROM A FLOATING PLANT
3. UNDISTURBED SAMPLE TAKEN IN OFFSET HOLE
2. HOLE STABILIZED WITH 4-INCH PIPE CASING TO EL. 679.7
5. PULLED CASING AND ALLOWED HOLE TO COLLAPSE
4. ELEVATION ESTIMATED FROM PRORATED POOL 2 WATER SURFACE
29 OCT 2015
POSSIBLE GRAVEL AND COBBLES
TO ADVANCE BORING BEYOND 16.7' DUE TO
SCATTERED ORGANICS, GREEN TO GRAY, UNABLE
SOFT TO MEDIUM STIFF, SATURATED, SPONGY,
(CH) ORGANIC-RICH SILTY CLAY, VERY 4.2' TO 16.7'
15-4M/MU
6. SAMPLES FROM 6.0' TO 10.0' WERE TESTED FOR CHEMICAL CHARACTERIZATION
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BORING LOGS - ELEVATION 2 OF 3
SCALE: 1" = 10'
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NOTES:
OH
OH
SPT
DECK0' TO 0.2'
AIR0.2' TO 1.5'
WATER1.5' TO 4.2'
681.2
16-9M
D MC LL PL10
1. BORING OBTAINED FROM A FLOATING PLANT
2. SAMPLES TESTED FOR CHEMICAL CHARACTERIZATION
G.S. 685.0
APPROX. W.S. 687.7
3. WITHDREW TOOLING AND ALLOWED HOLE TO COLLAPSE
WITH ORGANICS AND SILT
(OH) ORGANIC CLAY, OOZE LIKE, 4.2' TO 5'
WET, WITH SHELLS AND ORGANICS, DARK GRAY
(OH) ORGANIC CLAY, SOFT, MOIST TO 5' TO 8'
09 AUG 2016
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NOTES:
OH
CH
SPT
DECK0' TO 0.2'
AIR0.2' TO 1.5'
WATER1.5' TO 4.5'
681.2
16-10M
D MC LL PL10
WET, TRACE ORGANICS, DARK GRAY
(CH) FAT CLAY, SOFT, MOIST TO 5' TO 8'
G.S. 684.7
APPROX. W.S. 687.7
1. BORING OBTAINED FROM A FLOATING PLANT
2. SAMPLES TESTED FOR CHEMICAL CHARACTERIZATION
3. WITHDREW TOOLING AND ALLOWED HOLE TO COLLAPSE
(OH) ORGANIC CLAY, OOZE LIKE4.5' TO 5'
09 AUG 2016
NOTES:
OH
CH
SPT
DECK0' TO 0.2'
AIR0.2' TO 1.5'
WATER1.5' TO 4.6'
681.2
16-11M
144 124 37
D MC LL PL10
1. BORING OBTAINED FROM A FLOATING PLANT
G.S. 684.6
APPROX. W.S. 687.7
2. SAMPLES TESTED FOR CHEMICAL CHARACTERIZATION
3. WITHDREW TOOLING AND ALLOWED HOLE TO COLLAPSE
(OH) ORGANIC CLAY, OOZE LIKE4.6' TO 5'
ORGANICS, DARK GRAY
(CH) FAT CLAY, SOFT, MOIST TO WET, WITH 5' TO 8'
09 AUG 2016
NOTES:
OH
CH
SPT
DECK0' TO 0.2'
AIR0.2' TO 1.5'
WATER1.5' TO 4.2'
681.2
G.S. 685.0
16-13M
D MC LL PL10
APPROX. W.S. 687.7
1. BORING OBTAINED FROM A FLOATING PLANT
2. SAMPLES TESTED FOR CHEMICAL CHARACTERIZATION
3. WITHDREW TOOLING AND ALLOWED HOLE TO COLLAPSE
WITH SILT
(OH) ORGANIC CLAY, OOZE LIKE, 4.2' TO 5'
WET, WITH ORGANICS, DARK GRAY
(CH) FAT CLAY, SOFT, MOIST TO 5' TO 8'
09 AUG 2016
NOTES:
OH
OH
SPT
DECK0' TO 0.2'
AIR0.2' TO 1.5'
WATER1.5' TO 4.3'
681.2
16-8M
133 119 64
D MC LL PL10
1. BORING OBTAINED FROM A FLOATING PLANT
2. SAMPLES TESTED FOR CHEMICAL CHARACTERIZATION
G.S. 684.9
APPROX. W.S. 687.7
3. WITHDREW TOOLING AND ALLOWED HOLE TO COLLAPSE
BLACK
(OH) ORGANIC CLAY, OOZE LIKE, 4.3' TO 5'
SILT, FIBERS, AND ORGANICS, DARK GRAY
(OH) ORGANIC CLAY, MOIST, WITH 5' TO 8'
09 AUG 2016
NOTES:
OH
CH
SPT
WATER1.5' TO 4'
681.4
16-12M
138 126 40
D MC LL PL10
1. BORING OBTAINED FROM A FLOATING PLANT
G.S. 685.2
APPROX. W.S. 687.7
2. SAMPLES TESTED FOR CHEMICAL CHARACTERIZATION
3. PULLED TOOLING AND ALLOWED HOLE TO COLLAPSE
WITH SILT
(OH) ORGANIC CLAY, OOZE LIKE, 4' TO 4.8'
ORGANICS, DARK GRAY
(CH) FAT CLAY, SOFT, MOIST, WITH 4.8' TO 7.8'
DECK0' TO 0.2'
AIR0.2' TO 1.5'
09 AUG 2016
NOTES:
OH
CH
SPT
DECK0' TO 0.2'
AIR0.2' TO 1.5'
WATER1.5' TO 4.5'
(OH) ORGANIC CLAY, OOZE LIKE4.5' TO 5'
681.2
16-7M
D MC LL PL10
1. BORING OBTAINED FROM A FLOATING PLANT
2. SAMPLES TESTED FOR CHEMICAL CHARACTERIZATION
G.S. 684.7
APPROX. W.S. 687.7
3. WITHDREW TOOLING AND ALLOWED HOLE TO COLLAPSE
ORGANICS, DARK GRAY
(CH) FAT CLAY, SOFT, MOIST, WITH 5' TO 8'
09 AUG 2016
NOTES:
OH
OH
SPT
DECK0' TO 0.2'
AIR0.2' TO 1.5'
WATER1.5' TO 4'
681.2
16-6M
D MC LL PL10
G.S. 685.2
APPROX. W.S. 687.7
1. BORING OBTAINED FROM A FLOATING PLANT
2. SAMPLES TESTED FOR CHEMICAL CHARACTERIZATION
3. WITHDREW TOOLING AND ALLOWED HOLE TO COLLAPSE
WITH ORGANICS, DARK GRAY
(OH) ORGANIC CLAY, SOFT, MOIST TO WET, 4.7' TO 8'
(OH) ORGANIC CLAY, OOZE LIKE, WITH SILT4' TO 4.7'
08 AUG 2016
NOTES:
OH
CH
SPT
DECK0' TO 0.2'
AIR0.2' TO 1.5'
WATER1.5' TO 3.8'
(OH) ORGANIC CLAY, OOZE LIKE3.8' TO 4.5'
681.7
16-5M
D MC LL PL10
1. BORING OBTAINED FROM A FLOATING PLANT
2. SAMPLES TESTED FOR CHEMICAL CHARACTERIZATION
G.S. 685.5
APPROX. W.S. 687.7
3. HOLE STABILIZED WITH 4-INCH PIPE CASING TO EL. 684.2
3. PULLED CASING AND ALLOWED HOLE TO COLLAPSE
WITH ORGANICS, DARK GRAY
(CH) ORGANIC CLAY, SOFT, WET, 4.5' TO 7.5'
08 AUG 2016
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MH/OH
CH
CH
Pt
CH
SP
SP
CL
SPT
DECK0' TO 0.2'
AIR0.2' TO 1.5'
WATER1.5' TO 4'
658.5
G.S. 684.5
D MC
LL PL10
19-15M/MU
1. BORING OBTAINED FROM A FLOATING PLANT
2. ELEVATION ESTIMATED FROM PRORATED POOL 2 WATER SURFACE
APPROX. W.S. 687.0
3. HOLE STABILIZED WITH 4-INCH PIPE CASING TO EL. 679.5, DRILLING MUD BELOW EL. 665.5
FRAGMENTS, DARK GRAY
SATURATED, OOZE LIKE, SCATTERED ORGANICS AND SHELL
(MH/OH) ORGANIC CLAYEY SILT, VERY SOFT, 4' TO 7'
SCATTERED SHELLS, DARK GRAY
(CH) FAT CLAY WITH SILT, VERY SOFT, SATURATED, 10' TO 10.9'
LOOSE, WET, GRAY
(SP) POORLY GRADED SAND, SAND FINE TO COARSE, 17.1' TO 21.5'
AND ORGANICS, POORLY DEFINED LAMINATIONS, OLIVE GRAY
(CL) LEAN CLAY, MEDIUM STIFF, SATURATED, TRACE SAND 28.2' TO 30'
SCATTERED SHELL FRAGMENTS, GRAY
LOOSE TO MEDIUM DENSE, WET, 0.1' SILTY CLAY SEAM AT 27.8',
(SP) POORLY GRADED SAND, SAND FINE TO MEDIUM, 26' TO 28.2'
4. UNDISTURBED SAMPLE TAKEN IN OFFSET HOLE
5. PULLED CASING AND ALLOWED HOLE TO COLLAPSE
SCATTERED ORGANICS AND CLAY LENSES, SPONGY, DARK GRAY
(PT) CLAYEY PEAT, VERY SOFT, SATURATED, 10.9' TO 15.5'
CHUNKS OF WOOD, DARK GRAY TO BLACK
SPONGY, SCATTERED LENSES OF SHELL FRAGMENTS AND
(CH) FAT CLAY WITH PEAT, VERY SOFT, SATURATED, 7' TO 10'
ORGANICS AND SHELL FRAGMENTS
(CH) SILTY CLAY, SOFT, SATURATED, OCCASIONAL 15.5' TO 17.1'
05-06 SEP 2019
S O
L
IC
IT
A T
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N N
O
F
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D W
N B
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C K
D B
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D E
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A
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C A
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P L
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A T
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M A
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D E
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N
C O
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®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
NOTES:
OH
CL/CH
CH
SP
OH
CL
SPT
DECK0' TO 0.2'
AIR0.2' TO 1.5'
WATER1.5' TO 4.8'
659.5
D MC LL PL10
1. BORING OBTAINED FROM A FLOATING PLANT
3. HOLE STABILIZED WITH 4-INCH PIPE CASING TO EL. 679.5
2. ELEVATION ESTIMATED FROM PRORATED POOL 2 WATER SURFACE
APPROX. W.S. 687.0
G.S. 683.7
19-16M/MU
POSSIBLE WEATHERED DOLOMITE, COBBLE, OR BOULDER28.6' TO 29'
50/0.5'
4. PULLED CASING AND ALLOWED HOLE TO COLLAPSE
5. UNDISTURBED SAMPLE TAKEN IN OFFSET HOLE
FRAGMENTS, SCATTERED PEAT AND CLAY SEAMS, GRAY
SATURATED, SAND FINE TO COARSE, SCATTERED SHELL
(SP) POORLY GRADED SAND, VERY LOOSE, 19.1' TO 24.2'
FRAGMENTS, DARK GRAY
SATURATED, SOME ORGANICS, SCATTERED SHELL
(OH) ORGANIC CLAYEY SILT, SOFT, 24.2' TO 25.4'
ORGANICS, LAMINATED, DARK GRAY
OOZE LIKE, SPONGY, SCATTERED SHELLS, SOME
(OH) ORGANIC CLAYEY SILT, VERY SOFT, WET, 4.8' TO 9'
SCATTERED ORGANICS, GRAY
(CL/CH) SILTY CLAY, SOFT, WET, SOME SILT NODULES, 9' TO 10'
DARK GRAY TO GRAY
SATURATED, SAND FINE, POORLY DEFINED SILTY SEAMS,
(CL) SILTY CLAY WITH SAND, SOFT, 25.4' TO 28.6'
SOME ORGANICS, SPONGY, GREEN MOTTLED WITH GRAY
SHELL FRAGMENTS, SCATTERED PEAT AND SILT SEAMS,
(CH) SILTY CLAY, SOFT, SATURATED, SCATTERED 10' TO 19.1'
05-06 SEP 2019
NOTES:
OH
OH
OL
OH
GP-GC
SPT
DECK0' TO 0.2'
AIR0.2' TO 1.5'
WATER1.5' TO 4.7'
653.5
19-17M
MC LL PL10
D
APPROX. W.S. 687.0
G.S. 683.8
1. BORING OBTAINED FROM A FLOATING PLANT
3. HOLE STABILIZED WITH 4-INCH PIPE CASING TO EL. 675.0
2. ELEVATION ESTIMATED FROM PRORATED POOL 2 WATER SURFACE
4. PULLED CASING AND ALLOWED HOLE TO COLLAPSE
(CL/ML) LENS AT 32.0', LIGHT GRAY TO GRAY
WEATHERED COBBLE OR BOULDER, 0.4' THICK SILT AND CLAY
CLAY, MEDIUM DENSE, SATURATED, SAND FINE, POSSIBLE
(GP-GC) POORLY GRADED GRAVEL WITH SAND AND 32' TO 35'
AT 31.0', DARK BROWN
ORGANIC ODOR, INCREASE IN SHELL FRAGMENTS AND SHELLS
(OH) PEATY ORGANIC CLAY, VERY SOFT, SATURATED, 30' TO 32'
PEAT CONTENT AT 10.0', BLACK TO DARK GRAY
SOME SHELL FRAGMENTS AND ORGANICS, INCREASE IN
TO SATURATED, OOZE LIKE, ORGANIC ODOR, SPONGY,
(OH) SILTY ORGANIC CLAY, VERY SOFT, WET 4.7' TO 13.8'
TO DARK GRAY
FRAGMENTS, ORGANICS, AND PEAT SEAMS, DARK BROWN
SATURATED, SPONGY, ORGANIC ODOR, SOME SHELL
(OH) PEATY ORGANIC CLAY, VERY SOFT, 13.8' TO 20'
CONTENT (UP TO 60%) AT 23.0', DARK BROWN
ORGANICS, SCATTERED PEAT LENSES, INCREASE IN PEAT
SPONGY, ORGANIC ODOR, SOME SHELL FRAGMENTS AND
(OL) PEATY ORGANIC CLAY, VERY SOFT, SATURATED, 20' TO 30'
06 SEP 2019
NOTES:
OH
CH
SPT
DECK0' TO 0.2'
AIR0.2' TO 1.5'
WATER1.5' TO 4.2'
681.2
G.S. 685.0
16-14M
D MC LL PL10
APPROX. W.S. 687.7
1. BORING OBTAINED FROM A FLOATING PLANT
2. SAMPLES TESTED FOR CHEMICAL CHARACTERIZATION
3. WITHDREW TOOLING AND ALLOWED HOLE TO COLLAPSE
LIKE, WITH SILT
(OH) ORGANIC CLAY, OOZE 4.2' TO 5'
WET, WITH ORGANICS, DARK GRAY
(CH) FAT CLAY, SOFT, MOIST TO 5' TO 8'
09 AUG 2016
LOCATION
STAGING
PROJECT
EL. 690.1'
GRANULAR FILL
CONSTRUCTION PAD
ISLAND 1
EL. 690.1'
GRANULAR FILL
CONSTRUCTION PAD
ISLAND 3
GRANULAR FILL
SAND BRIDGE
ISLAND 3 TO 4
EL. 690.1'
GRANULAR FILL,
CONSTRUCTION PAD
ISLAND 5
GRANULAR FILL
SAND BRIDGE
ISLAND 1 TO 5
GRANULAR FILL
SAND PLUG
ISLAND 5
GRANULAR FILL
SAND BRIDGE
ISLAND 5 TO 7 OPTION
GRANULAR FILL
SAND PLUG
ISLAND 6
OPTION
GRANULAR FILL
SAND BRIDGE
ISLAND 7 TO 6
GRANULAR FILL
SAND PLUG
ISLAND 7
/2
/2
S T P
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A R
M Y C
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P S O
F E
N G
IN
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R S
P E I2
C -1 d g n
A N
S I
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B D
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B D
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G C
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C-101
D
M N S
P C
S S
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E -U .S S
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B
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U L L
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/0
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P L
A N
C O
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N F
E A
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S
CIVIL NOTES: THIS SHEET ONLY
P
IG
S E
Y E I S
L A
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S
E L E
V A
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IO
N D
A T
U M
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IN
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C O
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IN
E D F
A C
T O
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C F
G E
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IDA1
CONSTRUCTION FEATUERS GENERAL PLAN
SCALE: 1" = 400'
Default
N 1024942.24
E 2877565.86
Elev 0.00
Default
N 1025060.18
E 2877261.93
Elev 0.00
Default
N 1024934.82
E 2876899.42
Elev 0.00
Default
N 1025733.79
E 2876638.23
Elev 0.00
Default
N 1025899.33
E 2877144.62
Elev 0.00
Default
N 1026766.38
E 2876877.02
Elev 0.00
Default
N 1027766.29
E 2875673.02
Elev 0.00
Default
N 1027720.19
E 2874768.30
Elev 0.00
Default
N 1028386.22
E 2874648.06
Elev 0.00
Default
N 1029056.13
E 2875414.20
Elev 0.00
Default
N 1029720.99
E 2875940.55
Elev 0.00
Default
N 1030767.04
E 2876588.51
Elev 0.00
Default
N 1030752.36
E 2877008.60
Elev 0.00
Default
N 1030263.64
E 2877595.97
Elev 0.00
Default
N 1029655.34
E 2877760.99
Elev 0.00
Default
N 1029081.61
E 2877542.51
Elev 0.00
Default
N 1028070.20
E 2878343.43
Elev 0.00
Default
N 1027322.14
E 2877200.00
Elev 0.00
Default
N 1025422.58
E 2877784.40
Elev 0.00
USE OF CONSTRUCTION PADS IS AT THE OPTION OF THE CONTRACTOR.2.
CONSTRUCTION OF THE ISLAND HAS FINISHED.
SAND CONSTRUCTION PADS, BRIDGES, AND PLUGS SHALL BE REMOVED AFTER1.
N
0 400'400' 200'
P O
O L
W E
S
R
B1T5 0+00
B1T5 3+71
B T
B T
B5T7 0+00
B5T7 3+18
B7 T6 +0
B7 T6 +4
I7 P
I7 P
B -1
B -2
B15-1
B15-2
B57-1
B57-2 P -1
P -2 B7
6-
B7 6-
I6 P
I6 P
P -1
P -2
I5 P
P -2
I5 P
I5 P
P -1
W-1
W-2 W-3
W-4
W-5
W-6
W-7W-8
W-9
W-10
W-11
W-12 W-13
W-14
W-15
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W-17
W-18
W-19
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®of Engineers
US Army Corps of Engineers
US Army Corps
Sheet
ISLAND 1 CONTROL LINE
I-1
TO EXISTING
1V:3H SLOPE
I-4
I-14
I-15
I-24
I-28
TO EXISTING
1V:3H SLOPE
WET BERM
BOTTOM OF
WET BERM
BOTTOM OF
I-2
I-5
I-13
I-23
I-27
WET BERM
TOP OF
WET BERM
TOP OF
I-16
I-18
I-22
I-26
I-3
I-6
I-7 I-8
I-11
I-12
I-17
I-21
I-25
I-20
I-9
I-10
I-19
/2
/2
S T P
A U
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IS
S
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S T P
A U
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P S O
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.9
SCALE: 1''= 40'-0"
0 40'40' 20'
IS
L
A N
D
GENERAL NOTES: THIS SHEET ONLY
MATCH LINE WITH CS107
P L
A N
B A
S E I S
L A
N D
P
IG
S E
Y E I S
L A
N D
S
E L E
V A
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N D
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ID
A1
BASE ISLAND 1 PLANBASE ISLAND 1 PLAN
A1
KEY PLAN
SCALE: 1" = 40'
2. ISLAND 1 SEEDING AREA = 2.97 ACRES
SHOWN ON THIS SHEET.
THE GROINS AND EXTENDED BERM. THE GROINS AND EXTENDED BERM ARE NOT
1. THE BASE ISLAND SHALL BE CONSTRUCTED PRIOR TO THE CONSTRUCTION OF
P O
O L
W E
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R A
C T N
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®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
I1
I1
I1
I1
I1
I1
I1
I1
I1
I1
I1
I1
P -1
P
-2
CS301
B1
0'
R 210'
R
0'
R
160' R
0'
R
0'
R
140'
R
R
15'R
15'R
W-8
ISLAND 1 CONTROL LINE
EL. 688.6'. TYPICAL
TOP OF EXTENDED BERM
1V:3H SLOPE. TYPICAL
EL. 688.1'. TYPICAL
BOTTOM OF EXTENDED BERM
EL. 688.1'. TYPICAL
BOTTOM OF EXTENDED BERM
1V:3H SLOPE. TYPICAL
EL. 688.6'. TYPICAL
TOP OF EXTENDED BERM
GROIN DETAILS
SEE CS501 FOR
/2
/2
S T P
A U
L
M N
M
IS
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IS
S
IP
P I
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S T P
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S T P
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P S O
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B D
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B D
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CS102
P E I2
C S d g n
N A
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B
N A
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M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
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.9
IS
L
A N
D
GENERAL NOTES: THIS SHEET ONLY
MATCH LINE WITH CS108
P L
A N
E X
T E
N D
E D B
E R
M G
R O
IN
P
IG
S E
Y E I S
L A
N D
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E L E
V A
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N D
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U M
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A C
T O
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ID
A1
FINAL ISLAND 1 PLAN
SCALE: 1" = 40'
KEY PLAN
OF EXTENDED BERM (EL. 688.6').
(DEPENDING ON LOCATION) WITH A 1V:3H SLOPE STARTING AT THE BOTTOM
3. THE EXTENDED BERM TIES INTO THE BASE ISLAND OR EXISTING GROUND
12" OF FINES SHALL BE PLACED ON THE EXTENDED BERM.
GROINS. PLACE 6" OF FINES ABOVE GROINS WITHIN THE EXTENDED BERM.
2. TOP OF EXTENDED BERM GRANULAR ELEVATION SHALL MATCH ELEVATION OF
CONSTRUCTION OF THE ROCK GROINS.
OF THE ISLAND. EXTENDED BERM SAND SHALL BE PLACED AFTER THE
1. R40 RIPRAP FOR THE ROCK GROINS SHALL BE PLACED AFTER THE CONSTRUCTION
P O
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®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
I1
I1
I1
I1
I1
I1
I1
I1
I1
I1
I1
I1
P -1
P
-2
G-5
G-11
G-12
G-2
G-1
CS301
B1
G-4
G-3
G-6
G-8 G-9
G-10
G-7
W-8
I-29
I-33
I-42
I-43
I-52
TO EXISTING
1V:3H SLOPE
TO EXISTING
1V:3H SLOPE
WET BERM
BOTTOM OF
WET BERM
BOTTOM OF
I-30
I-34
I-41
I-44
I-51
WET BERM
TOP OF
WET BERM
TOP OF
I-35
I-40
I-31
I-32
I-36
I-39
I-45
I-46
I-49
I-50
I-37
I-38
I-47
I-48
ISLAND 3 CONTROL LINE
/2
/2
S T P
A U
L
M N
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S
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P S O
F E
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/0
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B D
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B D
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G C
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CS103
P E I2
C S d g n
N A
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B
N A
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M N S
P C
S S
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T H Z
O N
E -U .S S
U R
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T
.9
IS
L
A N
D
M A
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H L
IN
E W
IT
H C
S
P L
A N
B A
S E I S
L A
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P
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Y E I S
L A
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N D
A T
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C O
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IN
A T
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Y S
T E
M
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O N
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C O
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T O
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C F
G E
O
ID
A1
BASE ISLAND 3 PLAN
SCALE: 1" = 40'
KEY PLAN
2. ISLAND 3 SEEDING AREA = 2.81 ACRES
SHOWN ON THIS SHEET.
THE GROINS AND EXTENDED BERM. THE GROINS AND EXTENDED BERM ARE NOT
1. THE BASE ISLAND SHALL BE CONSTRUCTED PRIOR TO THE CONSTRUCTION OF
GENERAL NOTES: THIS SHEET ONLY
P O
O L
W E
S
R
CS3
B1
R
105'
R
R
R
R
R
R
70'
R
15'R
R
S O
L
IC
IT
A T
IO
N N
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F
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D W
N B
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C K
D B
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D E
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D E
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IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
I3
I3
I3
I3
I3
I3
I3
I3
I3
I3
I3
I3
P -1
P -2
P -3
P -4
P -5
EL. 688.1'. TYPICAL
BOTTOM OF EXTENDED BERM
EL. 688.1'. TYPICAL
BOTTOM OF EXTENDED BERM
EL. 688.6'. TYPICAL
TOP OF EXTENDED BERM
EL. 688.6'. TYPICAL
TOP OF EXTENDED BERM
1V:3H SLOPE. TYPICAL
1V:3H SLOPE. TYPICAL
GROIN DETAILS
SEE CS501 FOR
ISLAND 3 CONTROL LINE
/2
/2
S T P
A U
L
M N
M
IS
S
IS
S
IP
P I
R
IV
E R
S T P
A U
L D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
A N
S I
D
T S
U L L
Y
/0
/0
B D
S
B D
S
G C
W
CS104
P E I2
C S d g n
N A
V D
8 1
B
N A
D
M N S
P C
S S
O U
T H Z
O N
E -U .S S
U R
V E
Y F
T
.9
IS
L
A N
D
M A
T C
H L
IN
E W
IT
H C
S
P L
A N
E X
T E
N D
E D B
E R
M G
R O
IN
GENERAL NOTES: THIS SHEET ONLY
P
IG
S E
Y E I S
L A
N D
S
E L E
V A
T
IO
N D
A T
U M
V E
R T
IC
A L C
O N
T R
O L
C O
O R
D
IN
A T
E S
Y S
T E
M
H O
R
IZ
O N
T A
L C
O N
T R
O L
C O
M B
IN
E D F
A C
T O
R
C F
G E
O
ID
A1
FINAL ISLAND 3 PLAN
SCALE: 1" = 40'
KEY PLAN
OF EXTENDED BERM (EL. 688.6').
(DEPENDING ON LOCATION) WITH A 1V:3H SLOPE STARTING AT THE BOTTOM
3. THE EXTENDED BERM TIES INTO THE BASE ISLAND OR EXISTING GROUND
12" OF FINES SHALL BE PLACED ON THE EXTENDED BERM.
GROINS. PLACE 6" OF FINES ABOVE GROINS WITHIN THE EXTENDED BERM.
2. TOP OF EXTENDED BERM GRANULAR ELEVATION SHALL MATCH ELEVATION OF
CONSTRUCTION OF THE ROCK GROINS.
OF THE ISLAND. EXTENDED BERM SAND SHALL BE PLACED AFTER THE
1. R40 RIPRAP FOR THE ROCK GROINS SHALL BE PLACED AFTER THE CONSTRUCTION
P O
O L
W E
S
R
G14
G15
G16
G17
G18 G19
G23G24
G25
G26
G13
CS3
B1
G21
G22
G20
S O
L
IC
IT
A T
IO
N N
O
F
IL
E N
A M
E
D W
N B
Y
C K
D B
Y
D E
S
IG
N E
D B
Y
D E
S C
R
IP
T
IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
IL
E N
U M
B E
R
S
IZ
E
S U
B M
IT
T E
D B
Y
P L
O T S
C A
L E
P L
O T D
A T
E
D A
T E
M A
R K
D E
S C
R
IP
T
IO
N
C O
N T
R A
C T N
O
D A
T E
A P
P R
®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
I3
I3
I3
I3
I3
I3
I3
I3
I3
I3
I3
I3
P -1
P -2
P -3
P -4
P -5
| W912ES20R0002 Plans 6 |
| W912ES20R0002 Plans 7 |
| W912ES20R0002 Plans 8 |
| W912ES20R0002 Plans 9 |
| W912ES20R0002 Plans 10 |
| W912ES20R0002 Plans 11 |
| W912ES20R0002 Plans 12 |
| W912ES20R0002 Plans 13 |
File details come from the government source that posted it. Updated .