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CREEK
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®of Engineers
US Army Corps of Engineers
US Army Corps
ID
Sheet
VICINITY MAP
L/D 10
L/D 9
L/D 1
L/D 2 L/D 3
L/D 5
L/D 7
L/D 4
L/D 5A L/D 6
L/D 8
MINOT
ROCHESTER
MANKATO
BRAINERD
BEMIDJI
DULUTH
C A N A D A
ST. PAULS.A.F. L/D'S
STATE BOUNDARIES
RIVERS & LAKES
DISTRICT BOUNDARIES
NATIONAL BOUNDARIES
PROJECT
LOCATION
MINNEAPOLIS
L/D LOCK AND DAM
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SOUTH DAKOTA
NORTH DAKOTA
MINNESOTA
WISCONSIN
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DEVIL'S
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LAKE OF
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LAKE
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LAKE
WINNIBIGOSHISH
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LAKE
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FORKS
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BUFFALO COUNTY
MINNESOTA
WABASHA COUNTY
WABASHA, MN
CRATS
WABASHA
GRAVEL PIT
U .S . H
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M N A
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W I
W A
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R S
D R
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IN
G I
N D
E X L E
G E
N D A
N D
GENERAL CROSS-REFERENCING SYMBOLS
GENERAL LEGEND
EACH VIEW)
(CENTERED UNDER
VIEW SUBTITLE
SAME DRAWING
VIEW SHOWN ON
SECTION CUT W/
ANOTHER DRAWING
VIEW SHOWN ON
SECTION CUT W/
SAME DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
ANOTHER DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
FRONT SIDE
SECTION
ELEVATION
TOP
C-501
FILL
CUT
97-41M
AND NUMBER
BORING LOCATION
SCALE:
SUPPLEMENTAL INFORMATION
DETAIL/SECTION
D5
SCALE:
D5 DETAIL/SECTION
SUPPLEMENTAL INFORMATION
C-102
C-302
SECTION/DETAIL)
(CENTERED UNDER
DRAWING
TITLE ON SAME
SECTION/DETAIL
SECTION/DETAIL)
(CENTERED UNDER
DRAWING
TITLE ON ANOTHER
SECTION/DETAIL
A A
GENERAL NOTES:
AND NUMBER
DWG OUTLINE
SHEET ID X-000
HORZ./VERT. CONTROL POINT
T B
S
G C
W
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IO
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M N S
P C
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E -U .S S
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T
N A
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ABBREVIATIONS
EXIST
MAX
MIN
SST
TYP
EXISTING
FAR FACE
GALVANIZED
MAXIMUM
MINIMUM
MISCELLANEOUS
NEAR FACE
OUTSIDE FACE
ON CENTER
STAINLESS STEEL
TOP AND BOTTOM
TYPICAL
UNLESS NOTED OTHERWISE
UNDERGROUND
APPROXIMATE
ALTERNATE WITH
ALUMINUM
BITUMINOUS
BOTTOM
CURB & GUTTER
CONSTRUCTION JOINT
CONCRETE
DIAMETER
EACH FACE
BOT
C&G
CMP CORRUGATED METAL PIPE
EXPANSION JOINT
ELEVATION
EACH WAY
DRAWINGDWG
NUMBER
SAN SANITARY
SPECIFICATIONS
MIRR MIRRORED
APPROX
ALT W/
ALUM
BITUM
CENTER LINE
CLR CLEAR
CJ
CONC
DIA
EF
EJ
EW
FF
GALV
MISC
NF
OF
NO
OC
SPEC
T&B
UNO
UGND
FES FLARED END SECTION
RIVERWARDR/W
LONG
LANDWARDL/W
LG
FL FLOW LINE
STA STATION
C/L OR CL
POB
POE
POINT OF BEGINNING
POINT OF ENDING
HT HEIGHT
* UNLESS OTHERWISE NOTED ON EACH SHEET
HORZ HORIZONTAL
VERT VERTICAL
/0
/0
G E
N E
R A
L N
O T
E S
C R
A T S I S
L A
N D D
R E
D G
E S
IT
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N L
O A
D
IN
G
.9
L O
W E
R P
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L
W E
S -1
-B -0
A
EL
W A
B A
S H
A C
O U
N T
Y
M N A
N D B
U F F
A L
O C
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W
6. JUNE 6TH 2015 IMAGERY IS BEING USED ON THESE DRAWINGS.
AVOID DAMAGE TO THESE UTILITIES.
THE TYPE AND LOCATION OF UTILITIES AS MAY BE NECESSARY TO
CONTRACTOR IS RESPONSIBLE FOR MAKING THE DETERMINATION AS TO
OF UTILITIES MAY NOT BE ACCURATE OR ALL INCLUSIVE. THE
5. THE INFORMATION ON THESE DRAWINGS CONCERNING TYPE AND LOCATION
MATERIAL HAS BEEN PLACED IN CRATS ISLAND SINCE THE SURVEY.
4. EXISTING GROUND SURVEYS COMPLETED ON DECEMBER 2012 AND 2014. ADDITIONAL
3. ELEVATIONS REFER TO NAVD88, GEOID 12A.
MINNESOTA STATE PLANE COORDINATE SYSTEM, SOUTH ZONE.
2. HORIZONTAL COORDINATES BASED ON U.S. SURVEY FEET NAD83
OFFICER UPON CONTRACT AWARD.
VERTICAL CONTROL POINTS ARE AVAILABLE BY REQUEST TO THE CONTRACTING
1. TIE DIAGRAMS AND DETAILED DESCRIPTIONS OF HORIZONTAL AND
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
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IG
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D B
Y
D E
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D
2 3
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B
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C A
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N
C O
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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
DESCRIPTION
CONSTRUCTION DRAWING INDEX
PRODUCT I.D.
DRAWING NO.
AS-BUILT
REF.
SHEET
C-601
C-305
C-304
C-303
C-302
C-301
C-103
C-102
C-101
B-202
B-201
G-003
G-002
G-001
CIDSU_C-601xxx.dgn
CIDSU_C-305xxx.dgn
CIDSU_C-304xxx.dgn
CIDSU_C-303xxx.dgn
CIDSU_C-302xxx.dgn
CIDSU_C-301xxx.dgn
CIDSU_C-103xxx.dgn
CIDSU_C-102xxx.dgn
CIDSU_C-101xxx.dgn
CIDSU_B-202xxx.dgn
CIDSU_B-201xxx.dgn
CIDSU_G-003xxx.dgn
CIDSU_G-002xxx.dgn
CIDSU_G-001xxx.dgn
CONTROL TABLES
WABASHA GRAVEL PIT TYPICAL SECTION 3
WABASHA GRAVEL PIT TYPICAL SECTION 2
WABASHA GRAVEL PIT TYPICAL SECTION 1
CRATS ISLAND TYPICAL SECTION 2
CRATS ISLAND TYPICAL SECTION 1
WABASHA GRAVEL PIT PLAN VIEW
CRATS ISLAND PLAN VIEW
GENERAL PLAN
CIVIL DRAWINGS
CRATS ISLAND BORING LOGS
CRATS ISLAND BORING LOGS AND LEGEND
BORING LOGS
DRAWING INDEX, LEGEND, AND GENERAL NOTES
LOCATION AND VICINITY MAPS
COVER SHEET
GENERAL DRAWINGS
DESCRIPTIONDRAWING NO. PRODUCT I.D.
REFERENCE DRAWING INDEX
R3
R2
R1
Z2-22
ELEVATION HYDROGRAPHS: LD 4, POOL 4 (2005 - 2014)
ELEVATION DURATION CURVES: JUL. - DEC., LD 4, POOL 4 (1971 - 2014)
ELEVATION DURATION CURVES: JAN. - JUN., LD 4, POOL 4 (1971 - 2014)
HYDRAULIC DATA
BEST MANAGEMENT PRACTICES FOR EROSION AND SEDIMENT CONTROL
REFERENCE DRAWINGS
GENERAL BORING NOTES
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
W.S. 1026.7
G.S. 1020.2
W.L. 726.7
700.1
(238.56)
GENERAL BORING LEGEND
WATER SURFACE ELEVATION ON DAY OF BORING
SM
SP
SW
GC
GM
GP
GW
ML
MH
CL
CH
OL
OH
PT
SP-
SM
SP&
SM
DATE OF BORING
YEAR OF BORING-BORING NUMBER, BORING TYPE
( EG: M=MACHINE, A=AUGER, TP=TEST PIT, P=PIEZOMETER ).
1 MAY 1984
84-1M
SC
ORGANIC SILTS OR CLAYS, MEDIUM TO HIGH PLASTICITY, LIQUID LIMIT GREATER THAN 50
/2
/2
N .T .S
A N
S I
D
E T
B
B-201
M
IS
S
IS
S
IP
P I
R
IV
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C
ID
S U
B -2 x x x .d g n
E L E
V A
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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
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
N A
V D
K S
N
L
E G
E N
D
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
T B
S
G C
W
PEAT
/0
/0
D10
SP
SPT
664.4
W. L. 666.8
12-3M
16 OCT 12
MC PLLL
(FILL)GRAVEL, BROWN.
TRACE SHELL FRAGMENTS, OCCASIONAL FINE
MEDIUM TO COARSE, LOOSE, DRY TO WET,
(SP) POORLY GRADED SAND, SAND 0' TO 68'
D10
SP
SPT
662.7
W. L. 666.8
G.S. 702.7
12-4M
17 OCT 12
MC PLLL
(FILL)GRAVEL, BROWN.
DENSE, DRY TO WET, OCCASIONAL FINE
MEDIUM TO COARSE, LOOSE TO MEDIUM
(SP) POORLY GRADED SAND, SAND 0' TO 40'
C R
A T S I S
L A
N D D
R E
D G
E S
IT
E U
N L
O A
D
IN
G
G.S. 732.4
N A
V D
N A
V D
C R
A T S I S
L A
N D I S
L A
N D B
O R
IN
G L
O G
L O
W E
R P
O O
L
W E
S -1
-B -0
.9
D10
SPT
663.1
W. L. 666.8
G.S. 698.1
12-5M
17 OCT 12
MC PLLL
N A
V D
(FILL)OCCASIONAL FINE GRAVEL, BROWN.
COARSE, LOOSE, DRY TO WET, TRACE SHELL FRAGMENTS,
(SP) POORLY GRADED SAND, SAND MEDIUM TO 0' TO 35'
-3
M -4
M -5
M
N A
V D
N A
V D
SP
N A
V D
REFERENCES:
CRATS ISLAND PLAN VIEW
SHEET NO.
C-102
SOIL TESTING RESULTS IS CONTAINED IN APPENDIX C OF THE SPECIFICATIONS.
SEE SHEET C-102 FOR BORING LOCATIONS.
INSPECT LOGS CAN BE MADE BY CALLING (651) 290-5599.
LOGS ARE AVAILABLE FOR INSPECTION AT THE ST. PAUL DISTRICT OFFICE. ARRANGEMENTS TO
THE BORINGS SHOW SUMMARIES OF INFORMATION RECORDED ON THE ORIGINAL FIELD LOGS. THESE
ELEVATIONS REFERENCED TO NAVD 88 UNLESS SPECIFIED OTHERWISE.
CORE IS 4-INCH DIAMETER.
LENGTH OF CORE RECOVERED/LENGTH OF CORE CUT X 100. UNLESS SPECIFIED OTHERWISE, ALL
PERCENT CORE RECOVERY IS SHOWN TO THE LEFT OF THE BORING STAFF. PERCENT RECOVERY IS
RQD IS THE PERCENT RECOVERY CONSISTING OF UNBROKEN PIECES LONGER THAN 4-INCHES.
ROCK QUALITY DESIGNATION (RQD) IS SHOWN TO THE LEFT OF THE PERCENT RECOVERY COLUMN.
LEFT OF THE BORING STAFF.
THE GRAIN SIZE IN MILLIMETERS OF WHICH 10% OF THE SAMPLE IS FINER IS SHOWN TO THE
LIQUID LIMIT (LL) AND PLASTIC LIMIT (PL) ARE SHOWN TO THE RIGHT OF THE BORING STAFF.
HAMMER WEIGHT, AND HEIGHT OF DROP ARE AS SHOWN.
140 LB. HAMMER, AND A 30-INCH DROP. FOR NON-STANDARD BLOW COUNTS SAMPLER SIZE,
X 2-INCH SAMPLER, 8
3BLOW COUNTS ARE FOR A STANDARD PENETRATION TEST (SPT) USING A 1
NUMBER OF BLOWS NECESSARY TO DRIVE THE SAMPLER USED A DISTANCE OF 12-INCHES. STANDARD
BLOW COUNTS ARE SHOWN TO THE LEFT OF THE BORING STAFF AND, EXCEPT AS NOTED, ARE THE
THE BORING STAFF.
THE NATURAL MOISTURE CONTENT IN PERCENT OF DRY WEIGHT (MC) IS SHOWN TO THE LEFT OF
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
THE UNIFIED SOIL CLASSIFICATION SYSTEM IS USED TO IDENTIFY BASIC SOIL TYPE. THE
8.
7. % RECOVERY:
6. RQD:
5. D SIZE:
4. ATTERBERG LIMITS:
3. BLOW COUNT (SPT):
2. MOISTURE CONTENT:
1. GENERAL:
NOTES:
BOTTOM OF HOLE EL. 666.8
3. WATER LEVEL DETERMINED AFTER 10 MINUTES IN OPEN HOLE
4. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 664.4
5. BACKFILLED HOLE WITH NATIVE SAND
1. BORING NOT SURVEYED, ALL ELEVATIONS ARE APPROXIMATE
EQUAL TO RIVER ELEVATION
GAUGE AND L/D 4 POOL GAUGE; DOWN HOLE W.L. ASSUMED
2. ELEVATIONS ESTIMATED AND INTERPOLATED FROM L/D 3 T.W.
NOTES:
BOTTOM OF HOLE EL. 666.8
3. WATER LEVEL DETERMINED AFTER 10 MINUTES IN OPEN HOLE
4. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 662.7
5. BACKFILLED HOLE WITH NATIVE SAND
1. BORING NOT SURVEYED, ALL ELEVATIONS ARE APPROXIMATE
EQUAL TO RIVER ELEVATION
GAUGE AND L/D 4 POOL GAUGE; DOWN HOLE W.L. ASSUMED
2. ELEVATIONS ESTIMATED AND INTERPOLATED FROM L/D 3 T.W.
NOTES:
BOTTOM OF HOLE EL. 666.8
3. WATER LEVEL DETERMINED AFTER 15 MINUTES IN OPEN HOLE
4. HOLE STABILIZED WITH HOLLOW STEM AUGER TO EL. 663.1
5. BACKFILLED HOLE WITH NATIVE SAND
1. BORING NOT SURVEYED, ALL ELEVATIONS ARE APPROXIMATE
EQUAL TO RIVER ELEVATION
GAUGE AND L/D 4 POOL GAUGE; DOWN HOLE W.L. ASSUMED
2. ELEVATIONS ESTIMATED AND INTERPOLATED FROM L/D 3 T.W.
W A
B A
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A C
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M N A
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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
/2
/2
N .T .S
A N
S I
D
E T
B
B-202
M
IS
S
IS
S
IP
P I
R
IV
E R
C
ID
S U
B -2 x x x .d g n
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
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
N A
V D
C A
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
T B
S
G C
W
/0
/0
C
R A
T S I S
L A
N D D
R E
D G
E S
IT
E U
N L
O A
D
IN
G
C R
A T S I S
L A
N D I S
L A
N D B
O R
IN
G L
O G
L O
W E
R P
O O
L
W E
S -1
-B -0
.9
REFERENCES:
CRATS ISLAND PLAN VIEW
SHEET NO.
-1
M -2
M
NOTES:
D10
SP
SPT
G.S. 0.0
12-2M
16 OCT 12
MC PLLL
BROWN. (FILL)
FRAGMENTS, OCCASIONAL FINE GRAVEL,
FINE TO COARSE, LOOSE, DRY, TRACE SHELL
(SP) POORLY GRADED SAND, SAND 0' TO 50'
50.0
2. WATER LEVEL NOT DETERMINED
4. BACKFILLED BORING WITH NATIVE SAND
3. HOLE STABILIZED WITH HOLLOW STEM AUGER TO 50.0 FEET
1. BORING NOT SURVEYED, DEPTH FROM SURFACE SHOWN
NOTES:
2. WATER LEVEL NOT DETERMINED
D10
SP
SPT
G.S. 0.0
12-1M
16 OCT 12
MC PLLL
BROWN. (FILL)
FRAGMENTS, OCCASIONAL FINE GRAVEL,
FINE TO COARSE, LOOSE, DRY, TRACE SHELL
(SP) POORLY GRADED SAND, SAND 0' TO 50'
50.0
3. HOLE STABILIZED WITH HOLLOW STEM AUGER TO 50.0 FEET
4. BACKFILLED BORING WITH NATIVE SAND
1. BORING NOT SURVEYED, DEPTH FROM SURFACE IS SHOWN
W A
B A
S H
A C
O U
N T
Y
M N A
N D B
U F F
A L
O C
O U
N T
Y
W I
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
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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
PIPELINE ROUTE
POWER LINES
OVERHEAD
PIPELINE ROUTE
480T
485T
490T
495T
500T
505T
510T
A 36 INCH CULVERT
GRANT BLVD WEST THROUGH
LOCATE PIPELINE UNDER 5TH
515T
520T
A 36 INCH CULVERT
RAILROAD TRACKS THROUGH
LOCATE PIPELINE UNDER
POINTS 385T - 410T
NAVIGATION BOAT TRAFFIC BETWEEN
SUBMERGE PIPELINE TO PROVIDE
POINTS 370T - 375T
RECREATIONAL BOAT TRAFFIC BETWEEN
SUBMERGE PIPELINE TO PROVIDE
POINTS 320T - 325T AND BETWEEN 330T - 335T
RECREATIONAL BOAT TRAFFIC BETWEEN
SUBMERGE PIPELINE TO PROVIDE
525T
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
/2
A N
S I
D
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S T P
A U
L
M
IN
N E
S O
T A
E T
B
E T
B
C-101
S T P
A U
L D
IS
T R
IC
T M
IS
S
IS
S
IP
P I
R
IV
E R
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
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
N A
V D
N
C
ID
S U
C -1 x x x .d g n
G E
N E
R A
L P
L A
N
M
IS
S
IS
S
IP
P I R
IV
E R
WISCONSIN
C A N
A D
IA
N P
A C
IF
IC
R
R
WABASHA COUNTY
C-102
C -103
T B
S
G C
W
M A
IN
C
H A N
N E L
/0
/0
C
R A
T S I S
L A
N D D
R E
D G
E S
IT
E U
N L
O A
D
IN
G
GENERAL PLAN
FLO
W
SHEET NO.
C-601
C-103
C-102
SCALE: 1''= 600'-0"
0 600'600' 300'
REFERENCES:
CONTROL TABLE
WABASHA GRAVEL PIT
CRATS ISLAND PLAN VIEW
BUFFALO COUNTY
MINNESOTA
WABASHA, MN
CRATS ISLAND
W A B A S H
A G
R A V E L P
IT
U .S . H
W Y
S T
A T E H
W Y
U .S. H
W Y 61
NGS N248
NGS WABCO NGS L248
6600.0ft
.9
L O
W E
R P
O O
L
W E
S -1
-B -0
300T305T
310T
315T
320T
325T
330T
335T
340T
345T
350T
355T
360T
365T
370T
375T
380T
385T390T395T
400T
405T
410T
415T
420T
425T
430T
435T
440T
445T
450T
455T
460T
465T
470T
475T
530T
535T
540T
545T
550T
275T
200T
205T
210T
5TH G
RANT BLVD W
A
W A
B A
S H
A C
O U
N T
Y
M N A
N D B
U F F
A L
O C
O U
N T
Y
W I
NOTES:
3. SEE SHEET C-103 FOR MORE WABASHA GRAVEL PIT WORK LIMITS POINTS.
2. SEE SHEET C-601 FOR CONTROL TABLES.
1. PIPELINE SHALL BE LOCATED WHITHIN 10 FEET OF PIPELINE CENTERLINE.
EL. 656.5
EXISTING ROCK VANES
DO NOT DISTURB
EXISTING ROCK VANES
DO NOT DISTURB
TO BE REMOVED BY GOVERNMENT
EXISTING DROP STRUCTURE
225'
SEE NOTE #7
SEE NOTE #7
GRADING LIMITS
SEE NOTE #7
GRADING LIMITS
120T
125T
130T
135T
140T
145T
100T
105T
110T
115T
GR-165
GR-170
GR-100
GR-105
GR-160
GR-155
GR-150
GR-145
GR-140
GR-135
GR-130
GR-125
GR-120
GR-115
GR-110
GR-175
GR-180
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
/2
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S T P
A U
L
M
IN
N E
S O
T A
C-102
S T P
A U
L D
IS
T R
IC
T M
IS
S
IS
S
IP
P I
R
IV
E R
C
ID
S U
C -1 x x x .d g n
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
A N
S I
D
PLAN VIEW
T B
S
G C
12-5M
A T S I S
L A
N D D
R E
D G
E S
IT
E U
N L
O A
D
IN
G
SCALE: 1''= 50'-0"
0 50'50' 25'
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
N A
V D
A T S I S
L A
N D P
L A
N V
IE
W
1V:3H1V:3H
MISSISSIPPI RIVER
FLOW
MAIN CHANNEL
1V:3H 1V:3H
W
ORK
LIM
ITS
WORK LIMITS
W O
R K L
IM
IT
S
WORK LIMITS
WORK LIMITS
W O
R K L
IM
IT
S
V :3
H
V :3
H
V :3
H
V :3
H
B E
R M T
O P
BERM TOP
ACCESS
12-4M
12-3M
E T
B
E T
B
.9
N
L O
W E
R P
O O
L
/0
/0
W E
S -1
-B -0
C-301
C-301
12-2M
12-1M
C-302
2 2
C-302
REFERENCES:
CONTROL TABLES
CRATS ISLAND BORING LOGS
CRATS ISLAND BORING LOGS & LEGEND
CRATS ISLAND TYPICAL SECTION 2
CRATS ISLAND TYPICAL SECTION 1
SHEET NO.
C-601
B-202
B-201
C-302
C-301
A
W A
B A
S H
A C
O U
N T
Y
M N A
N D B
U F F
A L
O C
O U
N T
Y
W I
NOTES:
7. TREES WITHIN GRADING LIMITS SHALL BE REMOVED AND DISPOSED OFF-SITE.
6. CONTRACTOR SHALL START DREDGING HYDRAULICALLY FROM WEST TO EAST.
5. SEE SHEET C-601 FOR WORK LIMIT AND GRADING CONTROL DATA TABLES.
4. LOW CONTROL POOL (LCP) AT ELEVATION 666.5 (NAVD88).
A TOP WIDTH OF 15.0 FEET AND NO SLOPES GREATER THAN 1 ON 3 WHEN COMPLETED.
3. A CLOSURE BERM SHALL BE LEFT IN PLACE WITH A TOP ELEVATION OF 676.5,
EQUIPMENT.
WORK LIMITS WITH EQUIPMENT, OR USING VEGETATION/TREES TO ANCHOR
THIS INCLUDES PUSHING DEBRIS OUTSIDE OF WORK LIMITS, TRAVELING OUTSIDE
2. NO VEGETATION OUTSIDE THE IDENTIFIED WORK LIMITS SHALL BE DISTURBED.
1. EXISTING GROUND BASED ON DECEMBER 2014 SURVEYS.
690 690
705705
720720
725 725
0 73
WELLS
MONITORING
EXISTING
WELL
MONITORING
EXISTING
WELL
MONITORING
EXISTING
WELL
MONITORING
EXISTING
EXISTING CULVERT
SEE NOTE #5
GRADING LIMITS
SEE NOTE #5
SEE NOTE #5
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
MW
MW
MW
MW
MW
MW
PLAN VIEW
EL. 715.0
/2
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S T P
A U
L
M
IN
N E
S O
T A
S T P
A U
L D
IS
T R
IC
T M
IS
S
IS
S
IP
P I
R
IV
E R
C
ID
S U
C -1 x x x .d g n
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
A T S I S
L A
N D D
R E
D G
E S
IT
E U
N L
O A
D
IN
G
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
N A
V D
C-303
C-303
C-304
C-304
V :3
H
V :3
H
1V :3
H
V :3
H
SCALE: 1''= 100'-0"
0 100'100' 50'
W A
B A
S H
A G
R A
V E
L P
IT
P
L A
N V
IE
W
CANADIAN PACIFIC RR
E T
B
E T
B
C-103
T B
S
G C
W
A N
S I
D
.9
N
1V :3
H
WORK LI
MITS
SITE
ACCESS
WORK LIMITS
WORK LIMITS
W O
R K L
IM
IT
S
W O
R K L
IM
IT
S
U.S. HWY 61
/0
/0
L O
W E
R P
O O
L
W E
S -1
-B -0
9TH ST W
C A
M P
B E
L L A
V E
P H
E L P
S A
V E
A
GR-500
GR-505
GR-510
GR-515
GR-520
GR-525
GR-530
GR-535 GR-540
GR-545
GR-550
GR-555 GR-560 GR-565
GR-570
GR-575
GR-580
GR-585
GR-590
GR-595
GR-600
GR-605
GR-610
GR-615
GR-620
GR-625
GR-630
GR-635
GR-640
GR-645
GR-650
GR-655
GR-660
GR-665
GR-670
270T
265T 260T
255T 250T 245T 240T
235T
230T
225T
220T
215T
C O
U N
T Y
R D
H
IA
W
ATH
A
DR W
C-305
REFERENCES:
CONTROL TABLES
WABASHA GRAVEL PIT TYPICAL SECTION 3
WABASHA GRAVEL PIT TYPICAL SECTION 2
WABASHA GRAVEL PIT TYPICAL SECTION 1
SHEET NO.
C-601
C-305
C-304
C-303
EL. 695.0
1%
1%
W A
B A
S H
A C
O U
N T
Y
M N A
N D B
U F F
A L
O C
O U
N T
Y
W I
1V:3H
NOTES:
7. NO SLOPES GREATER THAN 1V:3H WHEN COMPLETED.
6. SEE SHEET C-101 FOR REMAINING WORK LIMITS CONTROL POINT LOCATIONS.
BE REMOVED AND DISPOSED OFF-SITE.
5. DO NOT DISTURB TREES OUTSIDE OF GRADING LIMITS. TREES WITHIN GRADING LIMITS SHALL
4. CONTRACTOR SHALL START PLACING FILL HYDRAULICALLY FROM EAST TO WEST.
3. DO NOT DISTURB EXISTING MONITORING WELLS.
2. SEE SHEET C-601 FOR WORK LIMIT AND GRADING CONTROL DATA TABLES.
FROM THE BENEFICIAL USE SITE.
CONTOURS MAY HAVE CHANGED IN SOME AREAS DUE TO EXCAVATION OF SAND
1. EXISTING GROUND BASED ON DECEMBER 2012 SURVEYS. EXISTING GROUND
EXISTING GROUND
BE EXCAVATED
MATERIAL TO
EL. 676.5
BERM TOP
EL. 676.5
BERM TOP
15' 15'
GRADING POINTSGRADING POINTS
/2
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S T P
A U
L
M
IN
N E
S O
T A
E T
B
E T
B
S T P
A U
L D
IS
T R
IC
T M
IS
S
IS
S
IP
P I
R
IV
E R
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
V D
LCP
EL. 656.5
V :3
H
A T S I S
L A
N D D
R E
D G
E S
IT
E U
N L
O A
D
C-301
V :3
H
V :3
H
V :3
H
C
ID
S U
C -3 x x x .d g n
T B
S
G C
W
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
A N
S I
D
.9
N .T .S
L O
W E
R P
O O
L
W E
S -1
-B -0
/0
/0
1 TYPICAL SECTION
CRATS ISLAND
C-102
REFERENCES:
CRATS ISLAND PLAN VIEW
E L
E V
A T
IO
N
E L
E V
A T
IO
N
C R
A T S I S
L A
N D T
Y P
IC
A L S
E C
T
IO
N
A
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 1150 1200 1250
W A
B A
S H
A C
O U
N T
Y
M N A
N D B
U F F
A L
O C
O U
N T
Y
W I
NOTES:
4. NO SLOPES GREATER THAN 1V:3H WHEN COMPLETED.
DISPOSED OFF-SITE.
3. TREES WITHIN GRADING LIMITS SHALL BE REMOVED AND
2. LOW CONTROL POOL (LCP) AT ELEVATION 666.5 (NAVD88).
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
EL. 676.5
BERM TOP
EL. 676.5
BERM TOP
BE EXCAVATED
MATERIAL TO
15'15'
GRADING POINTS
/2
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S T P
A U
L
M
IN
N E
S O
T A
E T
B
E T
B
S T P
A U
L D
IS
T R
IC
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IS
S
IS
S
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P I
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IV
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V A
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IO
N D
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IC
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O N
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C O
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D
IN
A T
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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
V D
A T S I S
L A
N D D
R E
D G
E S
IT
E U
N L
O A
D
C-302
LCP
V :3
H
V :3
H
V :3
H
V :3
H
EL. 656.5
C
ID
S U
C -3 x x x .d g n
T B
S
G C
W
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
A N
S I
D
.9
N .T .S
L O
W E
R P
O O
L
W E
S -1
-B -0
/0
2 TYPICAL SECTION
CRATS ISLAND
C-102
REFERENCES:
CRATS ISLAND PLAN VIEW
E L
E V
A T
IO
N
E L
E V
A T
IO
N
C R
A T S I S
L A
N D T
Y P
IC
A L S
E C
T
IO
N
A
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800
W A
B A
S H
A C
O U
N T
Y
M N A
N D B
U F F
A L
O C
O U
N T
Y
W I
NOTES:
4. NO SLOPES GREATER THAN 1V:3H WHEN COMPLETED.
DISPOSED OFF-SITE.
3. TREES WITHIN GRADING LIMITS SHALL BE REMOVED AND
2. LOW CONTROL POOL (LCP) AT ELEVATION 666.5 (NAVD88).
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
DREDGED FILL MATERIAL
GRADING POINTS GRADING POINTS
/2
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S T P
A U
L
M
IN
N E
S O
T A
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B
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B
S T P
A U
L D
IS
T R
IC
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S
IS
S
IP
P I
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IV
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V A
T
IO
N D
A T
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R T
IC
A L C
O N
T R
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C O
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D
IN
A T
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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
V D
EL. 715.0
A T S I S
L A
N D D
R E
D G
E S
IT
E U
N L
O A
D
C-303
V :3
H
V :3
H
C
ID
S U
C -3 x x x .d g n
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
T B
S
G C
W
A N
S I
D
.9
A
750750 E
L E
V A
T
IO
N
L O
W E
R P
O O
L
/0
/0
W E
S -1
-B -0
WABASHA GRAVEL PIT PLAN VIEW
1 TYPICAL SECTION
WABASHA GRAVEL PIT
C-103
750750
E L
E V
A T
IO
N
:5
W A
B A
S H
A G
R A
V E
L P
IT
T
Y P
IC
A L S
E C
T
IO
N
SHEET NO.
C-103
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100
EL. 695.0
W A
B A
S H
A C
O U
N T
Y
M N A
N D B
U F F
A L
O C
O U
N T
Y
W I
NOTES:
3. NO SLOPES GREATER THAN 1V:3H WHEN COMPLETED.
WITHIN GRADING LIMITS SHALL BE REMOVED AND DISPOSED OFF-SITE.
2. DO NOT DISTURB TREES OUTSIDE OF GRADING LIMITS. TREES
1. EXISTING GROUND BASED ON DECEMBER 2012 SURVEYS.
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
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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
DREDGED FILL MATERIAL GRADING POINTS
/2
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S T P
A U
L
M
IN
N E
S O
T A
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B
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B
S T P
A U
L D
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T R
IC
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IS
S
IS
S
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IV
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V A
T
IO
N D
A T
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IC
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O N
T R
O L
C O
O R
D
IN
A T
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T E
M
H O
R
IZ
O N
T A
L C
O N
T R
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C O
M B
IN
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A C
T O
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C F
G E
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A T S I S
L A
N D D
R E
D G
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IT
E U
N L
O A
D
C-304
ID
S U
C -3 x x x .d g n
EL. 715.0
V :3
H
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
T B
S
G C
W
A N
S I
D
.9
A
750750
E L
E V
A T
IO
N
L O
W E
R P
O O
L
/0
/0
W E
S -1
-B -0
2 TYPICAL SECTION
750750
E L
E V
A T
IO
N
:5
W A
B A
S H
A G
R A
V E
L P
IT
T
Y P
IC
A L S
E C
T
IO
N
SHEET NO.
C-103
0 50 100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950 1000 1050 1100 1150 1200 1250 1300 1350
W A
B A
S H
A C
O U
N T
Y
M N A
N D B
U F F
A L
O C
O U
N T
Y
W I
NOTES:
3. NO SLOPES GREATER THAN 1V:3H WHEN COMPLETED.
WITHIN GRADING LIMITS SHALL BE REMOVED AND DISPOSED OFF-SITE.
2. DO NOT DISTURB TREES OUTSIDE OF GRADING LIMITS. TREES
1. EXISTING GROUND BASED ON DECEMBER 2012 SURVEYS.
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
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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
DREDGED FILL MATERIAL
MATCH EXISTING GROUND
MATCH EXISTING GROUND
GRADING POINTSGRADING POINTS
/2
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S T P
A U
L
M
IN
N E
S O
T A
E T
B
E T
B
S T P
A U
L D
IS
T R
IC
T M
IS
S
IS
S
IP
P I
R
IV
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E L E
V A
T
IO
N D
A T
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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
V D
A T S I S
L A
N D D
R E
D G
E S
IT
E U
N L
O A
D
ID
S U
C -3 x x x .d g n
EL. 695.0
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
T B
S
G C
W
A N
S I
D
.9
A
L O
W E
R P
O O
L
/0
/0
W E
S -1
-B -0
REFERENCES:
WABASHA GRAVEL PIT PLAN VIEW
:5
W A
B A
S H
A G
R A
V E
L P
IT
T
Y P
IC
A L S
E C
T
IO
N
730730
730730
100 150 200 250 300 350 400 450 500 550 600 650 700 750 800 850 900 950
E L
E V
A T
IO
N
E L
E V
A T
IO
3 TYPICAL SECTION
C-103
1% 1%
0 50 1000
A
B A
S H
A C
O U
N T
Y
M N A
N D B
U F F
A L
O C
O U
N T
Y
W I
NOTES:
3. NO SLOPES GREATER THAN 1V:3H WHEN COMPLETED.
WITHIN GRADING LIMITS SHALL BE REMOVED AND DISPOSED OFF-SITE.
2. DO NOT DISTURB TREES OUTSIDE OF GRADING LIMITS. TREES
1. EXISTING GROUND BASED ON DECEMBER 2012 SURVEYS.
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
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D E
S C
R
IP
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IO
N
D
2 3
C
4 5
A
B
M A
R K
A P
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D A
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F
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P L
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D A
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M A
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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
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
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IO
N
D
2 3
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A
B
M A
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D A
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F
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P L
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D A
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M A
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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
S U
C -6 x x x .d g n
C
ID
S U
C -6 x x x .d g n
/2
/2
N .T .S
A N
S I
D
E T
B
E T
B
G C
W
C-601
M
IS
S
IS
S
IP
P I
R
IV
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/2
/2
N .T .S
A N
S I
D
E T
B
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B
G C
W
C-601
M
IS
S
IS
S
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P I
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S T P
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V A
T
IO
N D
A T
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D
IN
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T E
M
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M B
IN
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A C
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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
N A
V D
SHEET NO.
C-103
C-102
C-101
T B
S T
B S
C O
N T
R O
L T
A B
L E
S C
O N
T R
O L T
A B
L E
S
/0
/0
/0
A T S I S
L A
N D D
R E
D G
E S
IT
E U
N L
O A
D
IN
G C
R A
T S I S
L A
N D D
R E
D G
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IT
E U
N L
O A
D
CRATS ISLAND PLAN VIEW
GENERAL PLAN
.9
A
L O
W E
R P
O O
L
L O
W E
R P
O O
L
W E
S -1
-B -0
W E
S -1
-B -0
W A
B A
S H
A C
O U
N T
Y
M N A
N D B
U F F
A L
O C
O U
N T
Y
W I
W A
B A
S H
A C
O U
N T
Y
M N A
N D B
U F F
A L
O C
O U
N T
Y
R1
R2
R3
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