A02_Cape_Culvert_Ext_Readv_Plans.pdf
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- Cape Girardeau Rock Berm/Culvert Extension
- Solicitation number
- W912P9-17-R-0025
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IDENTIFICATION
SHEET
D A
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A P
P R fiof Engineers
US Army Corps fiof Engineers
US Army Corps of Engineers
US Army Corps
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W P -1
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CAPE GIRARDEAU, MISSOURI
CONTRACT NUMBER: W912P9-##-X-####
SOLICITATION NUMBER: W912P9-17-R-0025
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CULVERT EXTENSION
MERRIWETHER OUTFALL
CAPE GIRARDEAU
B R
E N
T O
N B
A R
K L E
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M -C
G -0
G -0
.d g n
C O
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A P
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APRIL 2017
COORDINATED WITH THE CONTRACTING OFFICER.
RAIL LINES, OR WORK AREAS THAT MAY BE ADJACENT TO THE SITE. DETOURS, WHEN REQUIRED, SHALL BE
4. THE CONTRACTOR SHALL NOT DISTURB OR BLOCK ACCESS TO OTHER FACILITIES, RESIDENCES, BUSINESSES, CONTRACTOR TO MEET OR EXCEED EXISITNG CONDITIONS AT NO ADDITIONAL COST TO THE GOVERNMENT.
CONSTRUCTION TRAFFIC OR ANY CONSTRUCTION OPERATIONS, SHALL BE REPAIRED OR REPLACED BY THE
COST TO THE GOVERNMENT. ANY DAMAGE TO THE EXISTING GROUNDS OR FACILITIES CAUSED BY
AND/OR SPECIFICATIONS. ITEMS DAMAGED DURING CONSTRUCTION SHALL BE REPLACED AT NO ADDITIONAL
DURING CONSTRUCTION, EXCEPTING THOSE IDENTIFIED FOR MODIFICATION OR REMOVAL IN THE PLANS
THE CONTRACTOR SHALL PROTECT ALL EXISTING FACILITIES, INFRASTURUCTURE AND APPURTENANCES 3.
CONFLICT OF SUCH UTILITIES WITH CONSTRUCTION OF THE NEW WORK.
ENCOUNTERED DURING CONSTRUCTION WHICH MAY CAUSE POTENTIAL OR ACTUAL INTERFERENCE OR
COORDINATE WITH THE CONTRACTING OFFICER’S REPRESENTATIVE IF ANY EXISTING UTILITIES ARE
CONTRACTOR IN COORDINATION WITH THE UTILITY OWNER. THE CONTRACTOR SHALL IMMEDIATELY
2. RELOCATION OR REPLACEMENT OF ANY EXISTING UTILITIES, IF REQUIRED, IS THE RESPONSIBILITY OF THE
(1-800-344-7483, "DIG-RITE").
FIELD LOCATE UTILITIES WITH THEIR OWNER IN COORDINATION WITH THE MISSOURI ONE-CALL SYSTEM
ADJACENT UTILITIES AND INFRASTRUCTURE PRIOR TO BEGINING CONSTRUCTION. THE CONTRACTOR SHALL
THE CONTRACTOR SHALL VERIFY THE NATURE AND LOCATION OF ALL UNDERGROUND, OVERHEAD AND 1.
CURRENT CONDITIONS.
3. BACKGROUND IMAGES ARE REFERENCED FROM AERIAL SURVEYS TAKEN IN 2012, AND MAY NOT INDICATE
2. VERTICAL DATUM IS BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88) GEOID09.
SHOWN ARE MISSOURI EAST ZONE STATEPLANE AND ARE EXPRESSED IN US SURVEY FEET.
1. HORIZONTAL DATUM IS BASED ON THE NORTH AMERICAN DATUM OF 1983 (NAD 83) CORS96. COORDINATES o
B C
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G-002
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W P -1
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GENERAL
TITLESHT
GEOTECHNICAL
CIVIL
G-001
B-001
C-101
G-002
G-003
B-201
B-202
C-201
B-203
GENERAL NOTES
INDEX OF DRAWINGS
GENERAL CROSS-REFERENCING SYMBOLS
ABBREVIATIONS
GENERAL LEGEND
XX XXX
XX XXX
XX
XX
INTERSTATE HIGHWAY
STATE HIGHWAY
U.S. HIGHWAY
COUNTY HIGHWAY
AND NUMBER
DWG OUTLINE
ANOTHER DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
SAME DRAWING
VIEW SHOWN ON
DETAIL SYMBOL W/
SAME DRAWING
VIEW SHOWN ON
SECTION CUT W/
ANOTHER DRAWING
VIEW SHOWN ON
SECTION CUT W/
SECTION/DETAIL)
(CENTERED UNDER
DRAWING
TITLE ON ANOTHER
SECTION/DETAIL
SECTION/DETAIL)
(CENTERED UNDER
DRAWING
TITLE ON SAME
SECTION/DETAIL
NORTH ARROW
NORTH
X#
X-###
X#
X-###
X#
X#
X# SCALE:
DETAIL/SECTION TITLE
DETAIL/SECTION TITLE
SCALE:
X#
X#
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INDEX, GENERAL NOTES, AND LEGEND
SOIL AND ROCK CLASSIFICATION LEGEND
COVER
CONTROL POINTS
MO-EAST, NAD83(CORS96), NAVD88(GEOID09)
MINIMUMMIN
MAXIMUMMAX
LANDWARDL/W
INCH(ES)IN
INSIDE FACEIF
HEIGHTHT
FOOT/FEETFT
FAR FACEFF
EACH WAYEW
EXISTINGEXIST
ELEVATIONELEV
EACH FACEEF
DRAWINGDWG
DIAMETERDIA OR Ø
CORRUGATED METAL PIPECMP
CLEARCLR
CENTER LINEC/L
APPROXIMATEAPPROX
WIDTHW
UNLESS OTHERWISE NOTEDUNO
TYPICALTYP
TO BE PROVIDEDTBP
STAINLESS STEELSS
SPECIFICATION(S)SPEC
ON CENTEROC
OUTSIDE FACEOF
NUMBERNO. OR #
NEAR FACENF
MISCELLANEOUSMISC
M
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S P .E
IN
D
E X O
F D
R A
W
IN
G S
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M E
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H E
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A L L C
U L
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X T
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GENERAL SITE PLAN
C-102
NGS POINT
NGS POINT
SURVEY DISK
DESCRIPTION
402.60
408.25
339.09
(FT)
ELEVATION
1105076.11
1104680.88
1105965.53
(X)
EASTING
537233.79
537635.31
537142.70
(Y)
NORTHING
HB0976
HB0975
BBCB92
POINT
SURVEY AND IMAGERY NOTES
ACCESS LIMITS
LIMITS
CONSTRUCTION
INDICATES NORTH
STRUCTURAL
S-001 GENERAL STRUCTURAL NOTES
S-101
S-301
OVERALL STRUCTURAL PLAN - CULVERT EXTENSION
OVERALL STRUCTURAL SECTION - CULVERT EXTENSION
S-501
S-502
S-503
REFERENCE
R-701
R-702 CAPE GIRARDEAU GAGE HYDROGRAPH 2008-2016
CAPE GIRARDEAU GAGE HYDROGRAPH 1990-2007
BORING LOG 1 OF 4
BORING LOG 2 OF 4
BORING LOG 3 OF 4
C-301
STONE BERM PROFILES
STONE BERM KEY AND TYPICAL SECTIONS
PROJECT LOCATION
STONE BERM PLAN
R-001 EXISTING GATEWELL AS-BUILT
B R
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SLOPE RIVER GAGE PLAN AND SECTION
SLOPE RIVER GAGE SECTIONS AND DETAILS
B-101 BORING LOCATION PLAN
M -C
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G -0
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S-504 SLOPE RIVER GAGE DETAILS
B-204 BORING LOG 4 OF 4
CONCRETE WALL AND TRANSITION DETAILS
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IDENTIFICATION
SHEET
D A
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A P
P R
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M -C
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G-003
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LEGEND
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PROJECT
LOCATION
DISTRICT BOUNDARIES
L/D
L/D
L/D
L/D
T
T
T
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VICINITY MAP
APPROX. SCALE IN MILES
35 35 70
SPRINGFIELD
CHESTER
STE.GENEVIEVE
PADUCAHCAIRO
MURPHYSBORO
CARLYLE
VANDALIA
SHELBYVILLE
ST.CHARLES
HERMANN
TROY
HARDIN
HANNIBAL
ST.LOUIS
EAST
ST.LOUIS
HAVANA
PEORIA
NEW
LONDON
I L L I N O I S
KY
M I S S O U R I
IOWA
JEFFERSON CITY
R
UNION
ALTONM
I S S
O U
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I RIVER
UIVR
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C
MARK TWAIN
LAKE
B O
U
R B
S E
R
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MERA
M
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R . B
I
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B L
A C
K R
LAKE
WAPPAPELLO
REND
LAKE
BIG
M
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K A
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A S
K I
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LAKE
SHELBYVILLE
RI
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I L L I
N O I S
M I S S I S S I P P I
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AL
D
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M O I
N
E
S
R I
V
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R
S T
RIVE
R
M I S S
I S
SIPPI
R I
V E
R
NORTH
PROJECT LOCATION
SCALE: 1" = 1000’ 0 1000’ 2000’
A1
F L O
W
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P I R
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CITY OF CAPE GIRARDEAU
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N O
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SCALE 1" = 100’
A1
LAND-BASED ACCESS
200’0 100’
CONSTRUCTION AND ACCESS LIMITS
SEE SHEET C-101 FOR ADDITIONAL
FACE OF FLOODWALL, TYP
ACCESS LIMITS FOLLOW RIVERSIDE
IN
D
E P
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C E S
T R
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T WATER STREET
S MAIN STREET
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A Y S
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G O
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WATER STREET
ACCESS BY FLOATING PLANT.
WHEELED VEHICLES ONLY. ALL OTHER
BOARDWALK LIMITED TO LIGHT-WEIGHT,
FLOODWALL CLOSURE STRUCTURE TO
ACCESS THROUGH THEMIS STREET
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IDENTIFICATION
SHEET
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P R fiof Engineers
US Army Corps
-0+25
0+00
0+25
0+50
0+75
1+00
FLOW
MISSISSIPPI RIVER
GENERAL SHEET NOTES
0 25’ 50’
PROFILES.
SEE SHEETS B-201, B-202 AND B-203 FOR BORING LOG 1.
BORING LOCATIONS
W P -1
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B-101
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B O
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IN
G L
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A T
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N P
L A
N
B R
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T O
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A R
K L E
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S M
AIN STREET
W
ATER STREET
IN
D
E P E
N C
E S
T R
E E T
A1
BORING LOCATION PLAN
SCALE 1" = 25’
N
M -C
G -0
B -1
.d g n
A P
R
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4’ DOWNSTREAM
4’ UPSTREAM
4’ DOWNSTREAM
4’ UPSTREAM
4’ DOWNSTREAM
4’ UPSTREAM
4’ DOWNSTREAM
4’ UPSTREAM
OFFSET
0+50
0+50
0+32
0+32
0+16
0+16
0+08
0+08
STATIONING
1105863.294
1105863.684
1105844.756
1105845.831
1105828.887
1105829.962
1105820.952
1105822.027
EASTING
536075.440
536082.824
536077.194
536085.122
536079.237
536087.164
536080.258
536088.185
NORTHING
ID
CENTERLINE ALIGNMENT
CULVERT EXTENSION
GATEWELL TOWER
MERRIWETHER CULVERT
L
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US Army Corps
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N 536088.185 E 1105822.027
CAPE GIRARDEAU, MO
MERRIWEATHER PUMP STATION OUTLET EXTENSION
24 APR 15
D10 NOTESDESCRIPTION
LOCATED 8’ OFF RIVER WALL, NORTHERLY LINE
RIVER STAGE: 21.8’ @ 0700
RIVER ELEVATION: 304.65’ + 21.8’ = 326.45’
DRILLER ADVANCED 6.0" DIAMETER STEEL CASING
TO 27.0’. AT THIS DEPTH, THE CASING CAME IN
CONTACT WITH A SOLID SURFACE THE DRILLER
BELIEVED WAS TOP OF ROCK. PRIOR TO PULL NO. 1,
HE USED THE TRI-CONE ROLLER BIT TO CLEAN OUT
ANY DEBRIS TO 27.0’. HE THEN CONDUCTED
CORING OPERATIONS WITH A WIRELINE PQ BARREL.
DRILL FLUID = RIVER WATER
OVERBURDEN WAS NOT SAMPLED DIRECTLY.
CLASSIFICATION IS BASED ON DRILL FLUID RETURN
AND DRILL ACTION.
32.2’ - 32.7’ - 7919 PSI
32.7’ - 33.2’ - 7780 PSI
33.6’ - 34.1’ - 6238 PSI
34.4’ - 34.9’ - 8967 PSI
34.9’ - 35.4’ - 8174 PSI
35.4’ - 35.9’ - 5939 PSI
37.6’ - 38.1’ - 8833 PSI
52.6’ - 53.1’ - 11192 PSI
53.1’ - 53.6’ - 6681 PSI
56.6’ - 57.1’ - 10894 PSI
57.1’ - 57.6’ - 12659 PSI
59.2’ - 59.7’ - 8545 PSI
59.7’ - 60.2’ - 9460 PSI
60.2’ - 60.7’ - 9045 PSI
60.7’ - 61.2’ - 9351 PSI
61.6’ - 62.1’ - 9339 PSI
62.1’ - 62.6’ - 8675 PSI
62.6’ - 63.1’ - 9758 PSI
63.1’ - 63.6’ - 9728 PSI
RIVER SURFACE.
UNDIFFERENTIATED RIVER SEDIMENT.
VUG.
VUG.
VOID: SOLUTION FEATURE.
VOID: SOLUTION FEATURE.
VUG.
VUG.
VUG.
BOTTOM OF HOLE.
SPT LL PLW
267.05
G.S.E. 331.25
BARGE
LIMESTONE, SLIGHTLY WEATHERED, FOSSILIFEROUS, MEDIUM GRAINED, PULL 7, LAYER RQD = 92%.
LIMESTONE, SLIGHTLY WEATHERED, FOSSILIFEROUS, MEDIUM GRAINED, PULL 6, LAYER RQD = 65%.
LIMESTONE, SLIGHTLY WEATHERED, FOSSILIFEROUS, MEDIUM GRAINED, PULL 5, LAYER RQD = 26%.
COMPLETELY WEATHERED, VOID: HIGHLY WEATHERED/ DECOMPOSED ZONE. CLAY AND THIN LIMESTONE BEDS.
LIMESTONE, SLIGHTLY WEATHERED, FOSSILIFEROUS, MEDIUM GRAINED, PULL 1, LAYER RQD = 17%.
COMPLETELY WEATHERED, VOID: NO RECOVERY OF CLAY FROM VOIDS. LIMESTONE GRAVEL RECOVERED.
LIMESTONE, SLIGHTLY WEATHERED, FOSSILIFEROUS, MEDIUM GRAINED, PULL 2: BEGINS WITH MECHANICAL BREAK.
SLIGHTLY WEATHERED, PULL 1 CONTINUED. TOP OF ROCK @ 31.5’.
COMPLETELY WEATHERED, VOID: SOULTION FEATURE.
LIMESTONE, SLIGHTLY WEATHERED, FOSSILIFEROUS, MEDIUM GRAINED, PULL 2 CONTINUED, LAYER RQD = 32%.
LAYER RQD = 32%.
LIMESTONE, SLIGHTLY WEATHERED, FOSSILIFEROUS, MEDIUM GRAINED, PULL 3: BEGINS WITH MECHANICAL BREAK, N 536080.258 E 1105820.952
CAPE GIRARDEAU, MO
MERRIWEATHER PUMP STATION OUTLET EXTENSION
25 APR 15
BARGE
D10 DESCRIPTION NOTES
LOCATED 8’ OFF RIVER WALL, SOUTHERLY LINE
ZERO: 304.65
RIVER STAGE: 21.7’ @ 0700
RIVER ELEVATION: 326.35’
DRILL FLUID: RIVER WATER
ADVANCED 6" CASING TO 31.1’. USED TRI-CONE
WAS FAIRLY STEADY AND REMAINED LIGHT BROWN
FOR MOST OF THE DRILLING.
OVERBURDEN WAS NOT SAMPLED DIRECTLY.
CLASSIFICATION IS BASED ON DRILL FLUID RETURN
AND DRILL ACTION.
34.1’ - 34.6’ - 8839 PSI
34.6’ - 35.1’ - 8902 PSI
35.1’ - 35.6’ - 7830 PSI
35.6’ - 36.1’ - 9796 PSI
36.1’ - 36.6’ - 9288 PSI
36.9’ - 37.4’ - 7061 PSI
BEER CAN RECOVERED IN CORE BARREL INDICATES
THAT THIS INTERVAL MAY BE OPEN TO RIVER OR IT
WAS SUCKED INTO THE BOREHOLE BENEATH THE
CASING.
DRILLER WENT DEEPER THAN NORMAL RUN TO GET TO
CONSISTEN ROCK AGAIN.
DRILLER ADVANCED CORE BARREL THROUGH SOFT
MATERIAL TO TOP OF ROCK AND CORED TO THE FULL
RANGE OF THE KELLY. DUE TO TIME CONSTRAINTS,
ANOTHER PULL WAS NOT CONDUCTED TO DETERMINE
THICKNESS OF THIS BED
65.2’ - 65.7’ - 11181 PSI
65.7’ - 66.2’ - 6268 PSI
66.2’ - 66.7’ - 10483 PSI
66.7’ - 67.2’ - 12248 PSI
67.2’ - 67.7’ - 9611 PSI
RIVER SURFACE.
UNDIFFERENTIATED RIVER SEDIMENT - CLAY.
VUG.
VUG.
VUG.
VUG.
ROLLER ROCK BIT TO DRILL TO 32.9’. DRILL FULID RETURN
262.75
LL PLWSPT
G.S.E. 331.25
SLIGHTLY WEATHERED, MECHANICAL BREAK.
LIMESTONE, MODERATELY WEATHERED, MASSIVE, FOSSILIFEROUS, MEDIUM GRAINED, PULL 2 CONTINUED.
COMPLETELY WEATHERED, MECHANICAL BREAK.
LIMESTONE, HIGHLY WEATHERED, MASSIVE, FOSSILIFEROUS, MEDIUM GRAINED, PULL 2 CONTINUED.
VOID: HIGHLY WEATHERED FACES.
LIMESTONE, HIGHLY WEATHERED, MEDIUM GRAINED, PULL 3: RED BRICK RECOVERED IN CORE BARREL..
HIGHLY WEATHERED, VOID: CLAY - GRAVEL SIZED LS.
LIMESTONE, HIGHLY WEATHERED, MEDIUM GRAINED, PULL 4.
HIGHLY WEATHERED, VOID: CLAY WITH THIN LIMESTONE BEDS.
LIMESTONE, MODERATELY WEATHERED, MEDIUM GRAINED, PULL 1: BEGINS WITH MECHANICAL BREAK.
UNWEATHERED, MECHANICAL BREAK.
LIMESTONE, UNWEATHERED, MEDIUM GRAINED, PULL 2.
LIMESTONE, MODERATELY WEATHERED, MEDIUM GRAINED, PULL 6.
BOTTOM OF HOLE.
PIECES WITH DARK GRAY STAINING.
HIGHLY WEATHERED, VOID: HIGHLY WEATHERED SOLUTION FEATURE. ZONE CONTAINS FRACTURED LIMESTONE
PIECES OF LIMESTONE RECOVERED..
HIGHLY WEATHERED, VOID: HIGHLY WEATHERED SOULTION FEATURE. VOID IS MOSTLY CLAY WITH ONLY GRAVEL-SIZED
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IDENTIFICATION
SHEET
D A
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A P
P R fiof Engineers
US Army Corps
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BARGE
D10 NOTESDESCRIPTION
LOCATED 16’ OFF RIVER WALL, NORTHERLY LINE.
RIVER STAGE: @ 0830 - 21.69’
ZERO: 304.65 NGVD29
RIVER ELEVATION: 326.34’
DRILL FLUID: RIVER WATER
DRILLER ADVANCED 6" DIA. CASING TO 49.4 FT.
DRILL FLUID TURNED LIGHT GRAY AT APPROXIMATELY
32’, BUT TURNED BROWN AGAIN WITHIN 1-2 FEET. IT
WAS DECIDED TO CONTINUE ADVANCING CASING
TO THE NEXT "HARD" LAYER. THIS WAS AT 49.4’.
CASING BEFORE SWITCHING TO PQ CORE BARREL.
OVERBURDEN WAS NOT SAMPLED DIRECTLY.
CLASSIFICATION IS BASED ON DRILL FLUID RETURN
AND DRILL ACTION.
49.7’ - 50.2’ - 7390 PSI
50.3’ - 50.8’ - 10367 PSI
50.9’ - 51.4’ - 8635 PSI
51.7’ - 52.2’ - 4601 PSI
52.4’ - 52.9’ - 8133 PSI
52.9’ - 53.4’ - 5929 PSI
53.4’ - 53.9’ - 7097 PSI
54.1’ - 54.6’ - 8820 PSI
55.4’ - 55.9’ - 8475 PSI
56.6’ - 57.1’ - 5924 PSI
61.4’ - 61.9’ - 9507 PSI
61.9’ - 62.4’ - 8601 PSI
RIVER SURFACE.
UNDIFFERENTIATED RIVER SEDIMENTS: NO SAMPLE TAKEN.
LIMESTONE, UNWEATHERED, FOSSILIFEROUS, MEDIUM GRAINED, PULL 2: BEGINS WITH MECHANICAL BREAK.
VUG.
LIMESTONE, UNWEATHERED, FOSSILIFEROUS, MEDIUM GRAINED, PULL 3: BEGINS WITH MECHANICAL BREAK.
HIGH ANGLE FRACTURE.
LIMESTONE, UNWEATHERED, FOSSILIFEROUS, MEDIUM GRAINED, PULL 4: CONTAINS VOIDS.
DRILLER USED TRICONE ROLLER ROCK BIT TO CLEAN OUT
267.94
LL PLWSPT
G.S.E. 331.04
N 536087.164 E 1105829.962
CAPE GIRARDEAU, MO
MERRIWEATHER PUMP STATION OUTLET EXTENSION
26 APR 15
COMPLETELY WEATHERED, CLAY-FILLED VOID.
MODERATELY WEATHERED, EROSIONAL, SOLUTION FEATURE, HIGHLY WEATHERED FACE, SANDY..
LIMESTONE, SLIGHTLY WEATHERED, FOSSILIFEROUS, MEDIUM GRAINED.
HIGHLY WEATHERED, MECHANICAL BREAK.
SANDY FACE. TOP OF ROCK.
LIMESTONE, SLIGHTLY WEATHERED, FOSSILIFEROUS, MEDIUM GRAINED, PULL 1: BEGINS WITH WEATHERED, BARGE
D10 NOTESDESCRIPTION
LOCATED 16’ OFF RIVER WALL, SOUTHERLY LINE.
RIVER STAGE: @1000 - 21.72’
ZERO: 304.65’ NGVD29
RIVER ELEVATION: 326.37’
DRILL FLUID: RIVER WATER
OVERBURDEN WAS NOT SAMPLED DIRECTLY.
CLASSIFICATION IS BASED ON DRILL ACTION AND DRILL
FLUID RETURN.
DRILLER ADVANCED CASING TO 28.9’ WHERE HE
THOUGHT HE ENCOUNTERED TOP OF ROCK. HE
CONTINUED TO ADVANCE CASING TO 29.4’ TO GET
A GOOD SEAL WITH THE ROCK. IT WAS DECIDED TO
ADVANCE A ROCK BIT PAST THE INITIAL TOR TO
SEE IF IT WAS A THIN LAYER, AS EXPERIENCED IN
OTHER BORINGS. DRILLER ADVANCED ROCK BIT TO
30.3’. THE CUTTINGS CONTINUED TO INDICATE
ROCK. SWITCHED TO PQ CORE BARREL AND STARTED
TO CORE AT 30.3’.
32.3’ - 32.8’ - 8120 PSI
33.1’ - 33.6’ - 6123 PSI
33.9’ - 34.4’ - 6360 PSI
35.5’ - 36’ - 7573 PSI
36.9’ - 37.4’ - 8252 PSI
37.4’ - 37.9’ - 9948 PSI
38.6’ - 39.1’ - 9393 PSI
39.1’ - 39.6’ - 7539 PSI
40.6’ - 41.1’ - 9153 PSI
41.1’ - 41.6’ - 7804 PSI
41.6’ - 42.1’ - 9021 PSI
43.2’ - 43.7’ - 7719 PSI
RIVER SURFACE.
UNDIFFERENTIATED RIVER SEDIMENTS.
FRACTURE: SMOOTH, CLAY COATING.
VOID: HIGHLY WEATHERED FACES, CLAY ON TOP FACE.
VUG.
287.17
SPT LL PLW
G.S.E. 331.07
N 536079.237 E 1105828.887
CAPE GIRARDEAU, MO
MERRIWEATHER PUMP STATION OUTLET EXTENSION
27 APR 15
LIMESTONE, SLIGHTLY WEATHERED, FOSSILIFEROUS, MEDIUM GRAINED, TOP OF ROCK @ 28.9’.
FRACTURE IN ROCK FROM 30.3’ - 30.9’.
LIMESTONE, SLIGHTLY WEATHERED, FOSSILIFEROUS, MEDIUM GRAINED, PULL 1: BEGINS WITH VERTICAL
SLIGHTLY WEATHERED, MECHANICAL BREAK.
LIMESTONE, SLIGHTLY WEATHERED, FOSSILIFEROUS, MEDIUM GRAINED, PULL 2.
VOID, HIGHLY WEATHERED FACES. BEGINS WITH MECHANICAL BREAK.
LIMESTONE, SLIGHTLY WEATHERED, FOSSILIFEROUS, MEDIUM GRAINED.
LIMESTONE, HIGHLY WEATHERED, FOSSILIFEROUS, MEDIUM GRAINED.
LIMESTONE, SLIGHTLY WEATHERED, FOSSILIFEROUS, MEDIUM GRAINED, PULL 3: BEGINS WITH MECHANICAL BREAK.
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NOTE: SEE SHEET B-101 FOR BORING LOCATIONS.
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IDENTIFICATION
SHEET
D A
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A P
P R fiof Engineers
US Army Corps
E L E
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N 536085.122 E 1105845.831
CAPE GIRARDEAU, MO
MERRIWEATHER PUMP STATION OUTLET EXTENSION
28 APR 15
BARGE
D10 NOTESDESCRIPTION
LOCATED 32’ OFF RIVER WALL, NORTHERLY LINE
RIVER STAGE: @0800 - 21.09’
ZERO: 304.65’ NGVD29
RIVER ELEVATION: 325.74’
DRILL FLUID: RIVER WATER
DRILLER ADVANCED 6" DIA CASING TO 50.3’ WHERE
TOP OF ROCK (TOR) APPEARED TO BE LOCATED.
DRILL FLUID COLOR WAS PREDOMINANTLY LIGHT
BROWN. THERE WERE SOME SMALL INTERVALS OF
INFREQUENT, I.E. LESS THAN 1 FOOT OF DRILLING.
DRILLER THEN CLEANED THE CASING OUT WITH A
6-INCH TRICONE ROLLER ROCK BIT. AT 51.2’,
SWITCHED TO WIRELINE PQ CORE BARREL.
OVERBURDEN NOT SAMPLED DIRECTLY.
CLASSIFICATION IS BASED ON DRILL FLUID RETURN
AND DRILL ACTION.
52.4’ - 52.9’ - 8892 PSI
53.4’ - 53.9’ - 5871 PSI
54.3’ - 54.8’ - 10058 PSI
55’ - 55.5’ - 9226 PSI
55.5’ - 56’ - 8322 PSI
56.4’ - 56.9’ - 13999 PSI
56.9’ - 57.4’ - 9753 PSI
RECOVERED MOST OF THE LOSS FROM PULL 1
WHICH ACCOUNTS FOR THE IMBALANCES BETWEEN
RUN AND REC FOR BOTH PULL 1 AND PULL 2.
58.8’ - 59.3’ - 12324 PSI
59.3’ - 59.8’ - 11227 PSI
60.3’ - 60.8’ - 10126 PSI
AFTER THIS PULL, THE DRILLER CHANGED OUT THE
CORE CATCHER INSIDE THE CORE BARREL BECAUSE
THE CORES WERE BEING PULLED OUT WHEN THE
CORE BARREL WAS RETRIEVED. THIS ACCOUNTS FOR
THE ODD RECOVERY PERCENTAGES FOR EACH PULL.
61.7’ - 62.2’ - 10465 PSI
63.4’ - 63.9’ - 10640 PSI
RIVER SURFACE.
UNDIFFERENTIATED RIVER SEDIMENTS.
LIMESTONE, UNWEATHERED, FOSSILIFEROUS, MEDIUM GRAINED, PULL 1.
HIGH-ANGLE FRACTURE ON BACK.
FRACTURE WITH CLAY.
SMOOTH FACE W/ A CHIP.
LIMESTONE, UNWEATHERED, FOSSILIFEROUS, MEDIUM GRAINED, PULL 2.
FRACTURE, SMOOTH FACES, HIGH ANGLE.
LIMESTONE, UNWEATHERED, FOSSILIFEROUS, MEDIUM GRAINED, PULL 3.
HEALED FRACTURE.
LIGHT GRAY DRILLIN FLUID, BUT THEY WERE SMALL AND
266.54
SPT LL PLW
G.S.E. 330.44
THAT CHIPPED THE CORE.
LIMESTONE, UNWEATHERED, FOSSILIFEROUS, MEDIUM GRAINED, PULL 4: BEGINS WITH A MECHANICAL BREAK
LIMESTONE, SLIGHTLY WEATHERED, FOSSILIFEROUS, MEDIUM GRAINED, TOP OF ROCK @ 50.3’.
SLIGHTLY WEATHERED, MECHANICAL BREAK.
SLIGHTLY WEATHERED, SOLUTION FEATURE.
BARGE
N 536077.194 E 1105844.756
CAPE GIRARDEAU, MO
MERRIWEATHER PUMP STATION OUTLET EXTENSION
29 APR 15
D10 NOTESDESCRIPTION
LOCATED 32’ OFF RIVER WALL, SOUTHERLY LINE
RIVER STAGE: @ 0730 - 20.47’
ZERO: 304.65’ NGVD29
RIVER ELEVATION: 325.12’ NGVD29
DRILLER ADVANCED 6" CASING TO 34.1’. SWITCHED
TO TRICONE ROLLER ROCK BIT TO CLEAN OUT CASING.
DRILLED TO 51.0’ TO LOCATED TOP OF ROCK
ESTIMATED AT 50.5’. THERE WERE NO SIGNIFICANT
ROCK BEDS PRIOR TO THIS. DRILLER DID NOT EXTEND
CASING TO TOR BECAUSE HE FELT HE HAD A
GOOD SEAL WITH THE FORMATION AND HAD FLUID
RETURN. SWITCHED TO PQ CORE BARREL AND
BEGAN CORING AT 51.0’.
OVERBURDEN NOT SAMPLED DIRECTLY.
CLASSIFICATION IS BASED ON DRILL FLUID RETURN
AND DRILL ACTION.
51.2’ - 51.7’ - 11543 PSI
52.2’ - 52.7’ - 7454 PSI
52.7’ - 53.2’ - 9052 PSI
53.2’ - 53.7’ - 10131 PSI
54.1’ - 54.6’ - 8944 PSI
54.6’ - 55.1’ - 8890 PSI
55.4’ - 55.9’ - 10368 PSI
56.3’ - 56.8’ - 11380 PSI
56.8’ - 57.3’ - 6302 PSI
57.3’ - 57.8’ - 11211 PSI
57.8’ - 58.3’ - 10465 PSI
58.3’ - 58.8’ - 9865 PSI
58.8’- 59.3’ - 12693 PSI
59.3’ - 59.8’ - 11096 PSI
60.4’ - 60.9’ - 9875 PSI
RIVER SURFACE.
UNDIFFERENTIATED RIVER SEDIMENTS, CLAYS/DECOMPOSED ROCK. NO SAMPLES COLLECTED.
FRACTURE, WEATHERED FACES, CLAY FILLING, SANDY.
VUG.
VUG.
HIGH ANGLE FRACTURE, MECHANICALY CHIPPED, SLIGHTLY WEATHERED FACES, OXIDATION STAINS..
HEALED FRACTURE.
268.37
LL PLWSPT
G.S.E. 329.82
LIMESTONE, SLIGHTLY WEATHERED, FOSSILIFEROUS, MEDIUM GRAINED, TOP OF ROCK.
LIMESTONE, SLIGHTLY WEATHERED, FOSSILIFEROUS, MEDIUM GRAINED, PULL 1.
LIMESTONE, SLIGHTLY WEATHERED, FOSSILIFEROUS, MEDIUM GRAINED, PULL 2.
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NOTE: SEE SHEET B-101 FOR BORING LOCAITONS.
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IDENTIFICATION
SHEET
D A
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A P
P R fiof Engineers
US Army Corps
STICK LOG
BARGE
N 536082.824 E 1105863.684
CAPE GIRARDEAU, MO
MERRIWEATHER PUMP STATION OUTLET EXTENSION
30 APR 15
D10 NOTESDESCRIPTION
LOCATED 50’ OFF RIVER WALL, NORTHERLY LINE
RIVER GAUGE: 20.32’ @ 0730
ZERO: 304.65’
RIVER SURFACE ELEVATION: 324.97’
DRILL FLUID: RIVER WATER
DRILLER ADVANCED 6" CASING TO 35.1’. USED
TRICONE ROLLER ROCK BIT TO CLEAN OUT CASING AND
CUT THROUGH THIN ROCK AND CLAY LAYERS DOWN TO
59.7’, WHICH DRILLER FELT WAS TRUE TOP OF
COMPTENT ROCK.
OVERBURDEN NOT SAMPLED DIRECTLY.
CLASSIFICATION IS BASED ON DRILL FLUID RETURN
AND DRILL ACTION.
DEPTHS AND THICKNESSES OF ROCK AND CLAY
LAYERS ARE APPROXIMATED BASED ON DRILLER’S
INTERPRETATION OF DRILL ACTION AND FLUID RETURN.
ENCOUNTERED INTERMITTENT HARD LAYERS
FOLLOWED BY SOFT LAYERS, ASSUMED TO BE
LIMESTONE AND CLAY, RESPECTIVELY.
59.7’ - 60.2’ - 8817 PSI
60.2’ - 60.7’ - 4481 PSI
60.7’ - 61.2’ - 7264 PSI
61.2’ - 61.7’ - 9038 PSI
61.7’ - 62.2’ - 9935 PSI
62.2’ - 62.7’ - 8777 PSI
62.7’ - 63.2’ - 7919 PSI
63.2’ - 63.7’ - 9477 PSI
64.2’ - 64.7’ - 12219 PSI
64.7’ - 65.2’ - 9034 PSI
65.2’ - 65.7’ - 6637 PSI
66.1’ - 66.6’ - 13272 PSI
66.6’ - 67.1’ - 11425 PSI
67.1’ - 67.6’ - 10720 PSI
67.6’ - 68.1’ - 10044 PSI
68.1’ - 68.6’ - 9746 PSI
68.7’ - 69.2’ - 10868 PSI
RIVER SURFACE.
TOP OF ROCK.
ROCK BIT CUT THIS FACE..
LIMESTONE, UNWEATHERED, FOSSILIFEROUS, MEDIUM GRAINED, PULL 1.
VUG.
PULL 2: BEGINS WITH SLIGHTLY WEATHERED FRACTURE.
HEALED FRACTURE.
VUGS.
260.42
SPT LL PLW
G.S.E. 329.67
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TOCR
TOR
270.97
301.07
TOP OF RIVER BED
COMPLETELY WEATHERED, ROCK/CLAY ZONE.
49’ - 50’ - CLAY
50’- 51.7’ - ROCK LAYER
51.7’ - 56’ - CLAY
56’ - 56.7’ - POSSIBLE SOFT ROCK LAYER
56.7’ - 57.9’ - CLAY
57.9’ - 58.1’ - SOFT ROCK LAYER
58.1’ - 58.7’ - CLAY.
SLIGHTLY WEATHERED, SOLUTION FEATURE.
W
BARGE
N 536075.44 E 1105863.294
CAPE GIRARDEAU, MO
MERRIWEATHER PUMP STATION OUTLET EXTENSION
02 MAY 15
D10 NOTESDESCRIPTION
LOCATED 50’ OFF RIVER WALL, SOUTHERLY LINE
RIVER GAUGE: 19.89’ @ 0700
ZERO: 304.65’
RIVER SURFACE ELEVATION: 324.54’
DRILL FLUID: RIVER WATER
DRILLER ADVANCED 6" CASING TO 36.1’. SWITCHED
TO TRICONE ROLLER ROCK BIT TO CLEAN OUT CASING
AND ADVANCE BELOW THE CASING. AT 42.3’,
DRILLER THINKS HE HAS TOP OF COMPETENT ROCK
AND SWITCHES TO PQ BARREL. HE DOES NOT
ADVANCE CASING BECAUSE HE THINKS HE HAS A
GOOD SEAL.
OVERBURDEN NOT SAMPLED DIRECTLY.
CLASSIFICATION IS BASED ON DRILL FLUID RETURN
AND DRILL ACTION.
42.3’ - 42.8’ - 6253 PSI
46.3’ - 46.8’ - 8364 PSI
46.8’ - 47.3’ - 10579 PSI
ADVANCED ROCK BIT TO 55.5’ TO GET THROUGH
CLAY BED. STARTED CORING AT 55.5’. CORE
RECOVERY INDICATED TOR TO BE AT 55.1’.
ADDED CASING TO EXTEND IT TO 41.2’.
55.3’ - 55.8’ - 10013 PSI
55.8’ - 56.3’ - 10016 PSI
56.5’ - 57’ - 6480 PSI
57’ - 57.5’ - 6169 PSI
57.8’ - 58.3’ - 6018 PSI
66’ - 66.5’ - 8129 PSI
66.5’ - 67’ - 7513 PSI
67.7’ - 68.2’ - 8318 PSI
72.3’ - 72.8’ - 6910 PSI
72.8’ - 73.3’ - 5705 PSI
73.5’ - 74’ - 9494 PSI
74’ - 74.5’ - 8673 PSI
79.4’ - 79.9’ - 17982 PSI
79.9’ - 80.4’ - 20123 PSI
80.4’ - 80.9’ - 19845 PSI
81.5’ - 82’ - 12645 PSI
82’ - 82.5’ - 17578 PSI
83.4’ - 83.9’ - 7289 PSI
84’ - 84.5’ - 13133 PSI
RIVER SURFACE.
UNDIFFERENTIATED RIVER SEDIMENT.
DARK STAINING.
TOP OF ROCK.
VUG.
VUGS.
VUG.
FRACTURES.
236.54
SPT LL PL
G.S.E. 329.04
TOCR
286.74
TOR
301.04
TOP OF RIVER BED
236.00 +/- 20’
COMPLETELY WEATHERED, CLAY-FILLED VOID, HIGHLY WEATHERED FACES.
COMPLETELY WEATHERED, CLAY-FILLED VOID.
LIMESTONE, HIGHLY WEATHERED, FOSSILIFEROUS, MEDIUM GRAINED, PULL 9 CONTINUED.
SLIGHTLY WEATHERED, MECHANICAL BREAK.
LIMESTONE, SLIGHTLY WEATHERED, FOSSILIFEROUS, MEDIUM GRAINED, PULL 10: BEGINS WITH FRACTURE.
CLAY-FILLED VOID WITH LIMESTONE GRAVEL FRAGMENTS.
LIMESTONE, COMPLETELY WEATHERED, FOSSILIFEROUS, MEDIUM GRAINED, PULL 10 CONTINUED.
FRACTURE.
LIMESTONE, SLIGHTLY WEATHERED, FOSSILIFEROUS, MEDIUM GRAINED, PULL 1.
COMPLETELY WEATHERED, SOLUTION CAVITY, WEATHERED FACE, SANDY.
COMPLETELY WEATHERED, CLAY-FILLED VOID.
LIMESTONE, SLIGHTLY WEATHERED, FOSSILIFEROUS, MEDIUM GRAINED, PULL 2: BEGINS WITH MECHANICAL BREAK.
HIGHLY WEATHERED, CLAY-FILLED VOID.
LIMESTONE, SLIGHTLY WEATHERED, FOSSILIFEROUS, MEDIUM GRAINED, PULL 3.
SLIGHTLY WEATHERED, WEATHERED SECTION.
MODERATELY WEATHERED, SOLUTION FEATURES.
MODERATELY WEATHERED, STYOLITE.
LIMESTONE, SLIGHTLY WEATHERED, FOSSILIFEROUS, MEDIUM GRAINED, PULL 4: BEGINS WITH MECHANICAL BREAK.
COMPLETELY WEATHERED, CLAY-FILLED VOID.
LIMESTONE, SLIGHTLY WEATHERED, FOSSILIFEROUS, MEDIUM GRAINED, PULL 5.
FRACTURE ZONE WITH WEATHERING.
LIMESTONE, SLIGHTLY WEATHERED, FOSSILIFEROUS, MEDIUM GRAINED, PULL 6: BEGINS WITH MECHANICAL BREAK.
COMPLETELY WEATHERED, CLAY-FILLED VOID.
LIMESTONE, SLIGHTLY WEATHERED, FOSSILIFEROUS, MEDIUM GRAINED.
LIMESTONE, MODERATELY WEATHERED, FOSSILIFEROUS, MEDIUM GRAINED, PULL 7.
SLIGHTLY WEATHERED, STYOLITE.
LIMESTONE, SLIGHTLY WEATHERED, FOSSILIFEROUS, MEDIUM GRAINED, PULL 8: BEGINS WITH MECHANICAL BREAK.
LIMESTONE, SLIGHTLY WEATHERED, FOSSILIFEROUS, MEDIUM GRAINED, PULL 9: BEGINS WITH MECHANICAL BREAK.
MODERATELY WEATHERED, SOLUTION FEATURES.
E L E
V A
T
IO
N S I
N F
E E
T N .A .V .D
-C
G -0
B C
B J
A L
B-204
A N
S I
D
:1
S T L
O U
IS
D
IS
T R
IC
T
S T L
O U
IS
M
IS
S O
U R I
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
P E G
IR
A R
D E
A U C
O U
N T
Y
M
IS
S O
U R I
C A
P E G
IR
A R
D E
A U
M
IS
S
IS
S
IP
P I
R
IV
H A
E L V
H A
N K
S P .E
M E
R R
IW
E T
H E
R O
U T F
A L L C
U L
V E
R T E
X T
E N
S
IO
N
B O
R
IN
G L
O G
S S
H E
E T O
F
B R
E N
T O
N B
A R
K L E
Y
NOTE: SEE SHEET B-101 FOR BORING LOCATIONS.
-C
G -0
B -2
.d g n
W P -1
-R -0
A P
R
IL
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
IDENTIFICATION
SHEET
D A
T E
A P
P R
P -1
-R -0
M -C
G -0
B C
B J
A L
C-101
A N
S I
D
:1
S T L
O U
IS
D
IS
T R
IC
T
S T L
O U
IS
M
IS
S O
U R I
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
FLOW
MISSISSIPPI RIVER
C A
P E G
IR
A R
D E
A U C
O U
N T
Y
M
IS
S O
U R I
C A
P E G
IR
A R
D E
A U
M
IS
S
IS
S
IP
P I
R
IV
E
H A
E L V
H A
N K
S P .E
M E
R R
IW
E T
H E
R O
U T F
A L L C
U L
V E
R T E
X T
E N
S
IO
N
G E
N E
R A
L S
IT
E P
L A
N
SHEET C-102
0 50’ 100’
TURN-OUT
TURN-OUT
A
C
F
G
H
M
I
J
N
E: 1105628
N: 535002
CONSTRUCTION LIMIT
15’
15’
E
W
ATER STREET
S M
AIN STREET
G O
O D H
O P E S
T R
E E T
W
ATER STREET
IN
D
E P E
N C
E S
T R
E E T
SEE NOTE 1
LAND-BASED ACCESS LIMITS, TYP
CATWALK TO BE REMOVED
ABANDONED GAGE TOWER AND
STONE PLACEMENT
APPROX LIMITS OF
-1
-1
-9
-8
-7
-6
-5
-4
-3
-2
-1
0D
RETAINING WALL
APPROX TOP OF EXISTING
TOWER, TO REMAIN
OUTFALL GATEWELL
EXISTING CULVERT
C
IV
IL
STONE AND GRADE SMOOTH
RIPRAP BERM WITH CHOKE
FILL VOIDS IN TOP SURFACE OF
N
M
L
K
J
I
H
G
F
E
D
C
B
A
POINT
K
L
1105805
1105779
1105775
1105760
1105759
1105774
1105652
1105719
1105826
1105989
1106059
1105911
1105940
1105882
EASTING
536033
536034
536007
536008
535998
535997
534999
534990
535780
535758
536282
536302
536589
536597
NORTHING
WALL, TO REMAIN
DECORATIVE CONCRETE
WORK IN THE SPECIFICATIONS.
WORK, SEE PARA. 1.23, ORDER AND COORDINATION OF
FOR DETAILED CONSTRUCTION SEQUENCING OF THE 5.
EXISTING STONE RIPRAP BERM, STA -10+80 TO STA 5+10.
PLACE CHOKE STONE ALONG SURFACE OF NEW AND 4.
ALL REQUIRED SAFETY PROCEDURES DURING ACCESS.
RAILROAD PERONNEL TO ARRANGE ACCESS, AND FOLLOW
WITH BURLINGTON NORTHERN AND SANTA FE (BNSF)
FLOODWALL. THE CONTRACTOR SHALL COORDINATE
REQUIRE ACCESS FROM THE LAND SIDE OF THE
REMOVAL OF THE GAGE TOWER AND CATWALK MAY 3.
COST TO THE GOVERNMENT.
OR REPLACED BY THE CONTRACTOR AT NO ADDITIONAL
PAVEMENT, DECORATIVE WALLS, ETC. SHALL BE REPAIRED
ANY DAMAGE TO OR REMOVAL OF THE RIVERWALK 2.
FLOATING PLANT.
WHEELED VEHICLES ONLY. ALL OTHER ACCESS BY
STRUCTURE TO BOARDWALK LIMITED TO LIGHT-WEIGHT,
ACCESS THROUGH THEMIS STREET FLOODWALL CLOSURE
ACCESS LIMITS FOLLOW RIVERSIDE FACE OF FLOODWALL. 1.
B R
E N
T O
N B
A R
K L E
Y
M -C
G -0
C -1
.d g n
A1
GENERAL SITE PLAN
SCALE 1" = 50’
N E: 1105673
N: 534999
E: 1105894
N: 536629
B
DISPOSAL LIMIT
536016
536010
536060
536067
NORTHING
R
Q
P
O
POINT
DISPOSAL LIMITS
P
Q
O
R
1106832
1105876
1105883
1105831
EASTING
A P
R
IL
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
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps
0 300
305 305
315315
P -1
-R -0
M -C
G -0
B C
B
C-102
A N
S I
D
:1
S T L
O U
IS
D
IS
T R
IC
T
S T L
O U
IS
M
IS
S O
U R I
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
SCALE: 1" = 20’
N O
R T
H 40’10’0 20’
C A
P E G
IR
A R
D E
A U C
O U
N T
Y
M
IS
S O
U R I
C A
P E G
IR
A R
D E
A U
M
IS
S
IS
S
IP
P I
R
IV
E
H A
E L V
H A
N K
S P .E
M E
R R
IW
E T
H E
R O
U T F
A L L C
U L
V E
R T E
X T
E N
S
IO
N
TOWER, TO REMAIN
EXISTING GATEWELL
-3
-2
-1
1+00
0+00
-0+25
FLOW
MISSISSIPPI RIVER
HANDRAIL, TO REMAIN
RETAINING WALL AND CONCRETE
APPROX LOCATION OF EXISTING
C
IV
IL
TYP
STONE PLACEMENT,
APPROX LIMITS OF
BERM CROWN, TYP
APPROX EDGE OF 15’ WIDE
TYP
STONE PLACEMENT,
APPROX LIMITS OF
CULVERT OUTLET
APPROX LOCATION OF
PLAN - RIPRAP BERM PLACEMENT
0+25
0+50
0+75
APPROX SLOPE 1V:2H
PLACE STONE BERM AT
EXISTING STONE BERM
APPROXIMATE FLOODWALL ALIGNMENT
CATWALK TO BE REMOVED
ABANDONED GAGE TOWER AND
DETAILS.
SEE SHEETS S-502 AND S-503 FOR SLOPE RIVER GAGE 4.
EXISTING BERM SURFACE MAY REMAIN IN PLACE.
OF STONE PROTECTION. TOWER FOUNDATION BELOW
PRIOR TO PLACEMENT OF BERM TO ENSURE CONTINUITY
ABANDONED GAGE TOWER AND CATWALK TO BE REMOVED 3.
TANGENT LENGTHS: 6.5’
RADII: 20’
APPROX CURVE DATA:2.
COMMENCEMENT OF WORK.
AND ALL DIMENSIONS IN THE FIELD PRIOR TO
THE CONTRACTOR SHALL VERIFY EXISTING CONDITIONS 1.
SEE PROFILE C3, SHEET C-201.
FOLLOW EXISTING OUTLET.
OF NEW OUTLET CULVERT, TO
APPROX CENTERLINE ALIGNMENT
S T
O N
E B
E R
M P
L A
N
APPROX STATION -1+40
TO EXISTING STONE BERM AT
TIE IN NEW STONE EMBANKMENT
E: 1105788
N: 535974
CURVE 1 PI
E: 1105809
N: 535997
CURVE 2 PI
B R
E N
T O
N B
A R
K L E
Y
STONE BERM
AND STATIONING OF
15’ WIDE BERM CROWN
APPROX CENTERLINE OF
M -C
G -0
C -1
.d g n
BERM CENTERLINE
APPROX STATION 1+15 OF ROCK
TO EXISTING STONE BERM AT
TIE IN NEW STONE EMBANKMENT
GROUND
EXISTING HIGH
0+80 TIES INTO
STATIONING 1+85 TO
BERM FROM APPROX
WEST EDGE OF ROCK
E:1105788
N:536088
E:11105912
N:536072
350350
350350
-2+00 -1+00 0+00 1+00 2+00
E L E
V A
T
IO
N
350350
350350
-0+25 0+00 0+25 0+50 0+75 1+00
E L E
V A
T
IO
N
270 270
260 260
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
IDENTIFICATION
SHEET
D A
T E
A P
P R
P -1
-R -0
M
IC
H A
E L V
H A
N K
S P .E
M -C
G -0
B C
B J
A L
C-201
A N
S I
D
:1
S T L
O U
IS
D
IS
T R
IC
T
S T L
O U
IS
M
IS
S O
U R I
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C A
P E G
IR
A R
D E
A U C
O U
N T
Y
M
IS
S O
U R I
C A
P E G
IR
A R
D E
A U
M
IS
S
IS
S
IP
P I
R
IV
E R
M E
R R
IW
E T
H E
R O
U T F
A L L C
U L
V E
R T E
X T
E N
S
IO
N
A2
STONE BERM CENTERLINE PROFILE
SCALE 1" = 20’
B2
40’10’0 20’
AND CHANNEL BOTTOM, TYP
PREVIOUS STONE EMBANKMENT
APPROX EXISTING GRADE OF
C
IV
IL
SHEET NOTES
TOWER, TO REMAIN
OUTFALL CULVERT CLOSURE
S T
O N
E B
E R
M P
R O
F
IL
SEE NOTE 4
SEE NOTE 2
A2
C-301
C3
C-301
TO REMAIN
CLOSURE TOWER,
OUTFALL CULVERT
SEE SHEET C-102 FOR NOTES
ABANDONED GAGE TOWER, TO BE REMOVED.
15’ TYP
SCALE 1" = 10’ 40’10’0 20’
AND CHANNEL BOTTOM, TYP
PREVIOUS STONE EMBANKMENT
APPROX EXISTING GRADE OF
APPROX 60’
B R
E N
T O
N B
A R
K L E
Y
10’
TOP OF ROCK, TYP, SEE NOTE 8
APPROX EXISTING GRADE OF
BASE-
MINUS MATERIAL
AND PLACEMENT OF 6"
TRENCH EXCAVATION
APPROX LIMITS OF
BASE-
AND PLACEMENT OF 6" MINUS MATERIAL
APPROX LIMITS OF TRENCH EXCAVATION
BASE-
CULVERT EXTENSION CENTERLINE PROFILE
2%
VARIES.
BEDDING. DEPTH
6" MINUS STONE
OPTION 1-
M -C
G -0
C -2
.d g n
APPROX ELEV. 336
TYPE "A" TO
GRADED STONE
OPTION 2-
TO APPROX ELEV. 322.5
GRADED STONE TYPE "C"
OPTION 1-
TO APPROX ELEV. 336
GRADED STONE TYPE "A"
OPTION 2-
APPROX ELEV. 312
TYPE "A" TO
GRADED STONE
BASE-
APPROX ELEV. 312
TYPE "C" TO
GRADED STONE
BASE-
TO APPROX ELEV. 312
GRADED STONE TYPE "C"
BASE -
THE DISPOSAL LIMITS SHOWN ON SHEET C-101.
9. EXCAVATED TRENCH MATERIAL SHALL BE PLACED WITHIN
FEET FROM GRADELINE SHOWN.
THE EXISTING GRADE OF TOP OF ROCK MAY VARY +/- 5
ESTIMATE BASED ON BORINGS SHOWN ON SHEET B-101.
8. EXISTING GRADE OF TOP OF ROCK INDICATED IS AN
STRUCTURAL SHEETS FOR DETAILS.
SLOPE GAUGE NOT SHOWN FOR CLARITY. SEE 7.
SEE SECTIONS C1 AND B5 ON SHEET C-301 FOR DETAILS.
CHOKE STONE SURFACING NOT SHOWN FOR CLARITY. 6.
DETAILS.
SEE STRUCTURAL SHEETS FOR CULVERT EXTENSION 5.
NOTED.
APPROXIMATE SLOPE OF 1V:2H, UNLESS OTHERWISE
ALL STONE PLACEMENT TO BE COMPLETED AT 4.
FEET ON TOP OF COMPLETED CULVERT EXTENSION.
CULVERT EXTENSION STRUCTURE CENTERLINE AND 3
BE WITHIN 18 FEET UPSTREAM AND DOWNSTREAM OF
3. OPTION 1- GRADED STONE TYPE "C" PLACEMENT SHALL
TO PROVIDE SMOOTH BASE .
GRADED STONE TYPE "C" AND "A" PRIOR TO INSTALLATION
CULVERT EXTENSION STRUCTURE TO FILL VOIDS IN
PLACE 6 INCH MINUS MATERIAL BENEATH BASE OF 2.
INSTALLATION OF CULVERT EXTENSION.
AND BACKFILL. OPTION 1 TO BE COMPLETED AFTER
OCCUR AFTER COMPLETION OF TRENCH EXCAVATION
1. BASE- GRADED STONE TYPE "C" AND "A" PLACEMENT TO
A P
R
IL
100806040200-100 -80 -60 -40 -20
E L E
V A
T
IO
N
280 280
SECTION AT CULVERT CENTERLINE STATIONING 0+25
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
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps
E L E
V A
T
IO
N
0 20 40-20-40
SECTION AT CULVERT CENTERLINE STATIONING 0+15
P -1
-R -0
M
IC
H A
E L V
H A
N K
S P .E
M -C
G -0
B C
B
C-301
A N
S I
D
:1
S T L
O U
IS
D
IS
T R
IC
T
S T L
O U
IS
M
IS
S O
U R I
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C A
P E G
IR
A R
D E
A U C
O U
N T
Y
M
IS
S O
U R I
C A
P E G
IR
A R
D E
A U
M
IS
S
IS
S
IP
P I
R
IV
E R
M E
R R
IW
E T
H E
R O
U T F
A L L C
U L
V E
R T E
X T
E N
S
IO
N
C1
STONE BERM TYPICAL SECTION
SCALE 1" = 10’
C
IV
IL
KEY SECTION - CULVERT ALIGNMENT
SHEET NOTES
20’5’0 10’
S T
O N
E B
E R
M K
E Y A
N D
T Y
P
IC
A L S
E C
T
IO
N S
20’5’0 10’
SEE NOTE 4
SCALE 1" = 10’ SCALE 1" = 10’
KEY SECTION - CULVERT ALIGNMENT
20’5’0 10’
SEE NOTE 2
B5
CHOKE STONE TYPICAL SECTION
8’0 4’ 16’
V A
R
IE
S
T Y
P
CROWN APPROX 20’
EXISTING RIPRAP BERM
15’
T Y
P
V A
R
IE
S
GRADE, TYP
FOLLOWS EXISTING
SUPERELEVATION
APPROX BERM CENTERLINE
SEE NOTE 5
" = 1’8
1SCALE:
J A
L
B R
E N
T O
N B
A R
K L E
Y
10’
10’
APPROX 38’
SEE NOTE 3
GRADED STONE TYPE "C",
OPTION 1-
SEE NOTE 3
GRADED STONE TYPE "C",
OPTION 1-
SEE NOTE 2
STRUCTURAL SHEETS FOR DETAILS.
SLOPE GAUGE NOT SHOWN FOR CLARITY. SEE 7.
C-101 OR C-102 FOR HORIZONTAL ALIGNMENT.
TO 1+00 ALONG BERM CENTERLINE PROFILE. SEE SHEETS
FOR ALL STATIONS EXCEPTING APPROX STATIONS -1+00
CHOKE STONE SURFACING SECTION DETAIL B5 IS TYPICAL 6.
HORIZONTAL ALIGNMENT.
CENTERLINE PROFILE. SEE SHEETS C-101 OR C-102 FOR
STATIONS EXCEPTING -0+15 TO 0+15 ALONG BERM
STONE BERM SECTION DETAIL C1 IS TYPICAL FOR ALL 5.
NOTED.
APPROXIMATE SLOPE OF 1V:2H, UNLESS OTHERWISE
ALL STONE PLACEMENT TO BE COMPLETED AT 4.
FEET ON TOP OF COMPLETED CULVERT EXTENSION.
CULVERT EXTENSION STRUCTURE CENTERLINE AND 3
BE APPROX 19 FEET UPSTREAM AND DOWNSTREAM OF
3. OPTION 1- GRADED STONE TYPE "C" PLACEMENT SHALL
SMOOTH BASE.
GRADED STONE TYPE "C" AND "A" PRIOR TO PROVIDE
CULVERT EXTENSION STRUCTURE TO FILL VOIDS IN
PLACE 6 INCH MINUS MATERIAL BENEATH BASE OF 2.
CULVERT EXTENSION.
PLACEMENT TO BE COMPLETED AFTER INSTALLATION OF
BACKFILL. OPTION 1 - GRADED STONE TYPE "C"
AFTER COMPLETION OF TRENCH EXCAVATION AND
1. BASE - GRADED STONE TYPE "C" PLACEMENT TO OCCUR
2%
15’ TYP
M -C
G -0
C -3
.d g n
C-201
C3
A1 C-201
APPROX ELEV.
TYPE "A" TO
GRADED STONE
OPTION 2-
STONE, TYP
3" UNCOMPACTED CHOKE
SURFACE RIPRAP BERM WITH
OPTION 4-
APPROX ELEV. 336
GRADED STONE TYPE "A" TO
OPTION 2-
APPROX ELEV. 331
GRADED STONE TYPE "A" TO
OPTION 2-
1.5
APPROX 6.5’
APPROX ELEV. 312
GRADED STONE TYPE "C" TO
BASE-
APPROX ELEV. 312
GRADED STONE TYPE "A" TO
BASE-
APPROX ELEV. 312
GRADED STONE TYPE "C" TO
BASE - 312
APPROX ELEV.
TYPE "C" TO
GRADED STONE
BASE-
A P
R
IL
J S
V A
C R
M -C
G -0
:1
A N
S I
D
R-001
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
S T L
O U
IS
D
IS
T R
IC
T
S T L
O U
IS
M
IS
S O
U R I
W P -1
-R -0
J O
S H
U A S
V E
R D
U G
H T P .E
S T
E V
E N M
H O
B B
S P .E
C A
P E G
IR
A R
D E
A U C
O U
N T
Y
M
IS
S O
U R I
R E
S O
U R
C E
E X
IS
T
IN
G G
A T
E W
E L L A
S -B
U
IL
T
P E G
IR
A R
D E
A U
M E
R R
IW
E T
H E
R O
U T F
A L L C
U L
V E
R T E
X T
E N
S
IO
N
M
IS
S
IS
S
IP
P I
R
IV
E R
FOR REFERENCE ONLY
M -C
G -0
R -0
.d g n
*Elevations shown on Sheet R-001 are in NGVD1929. Corresponding elevations in the rest of this plans set are shown in NAVD88.
A P
R
IL
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
IDENTIFICATION
SHEET
D A
T E
A P
P R
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
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps
J A
N
F E
B
M A
R
A P
R
M A
Y
J U
N
J U
L
A U
G
S E
P
O C
T
N O
V
D E
C
J A
N
F E
B
M A
R
A P
R
M A
Y
J U
N
A U
G
S E
P
O C
T
N O
V
D E
C
J U
L
J A
N
F E
B
M A
R
A P
R
M A
Y
J U
N
A U
G
S E
P
O C
T
N O
V
D E
C
J U
L
J A
N
F E
B
M A
R
A P
R
M A
Y
J U
N
A U
G
S E
P
O C
T
N O
V
D E
C
J U
L
J A
N
F E
B
M A
R
A P
R
M A
Y
J U
N
A U
G
S E
P
O C
T
N O
V
D E
C
J U
L
J A
N
F E
B
M A
R
A P
R
M A
Y
J U
N
A U
G
S E
P
O C
T
N O
V
D E
C
J U
L
J A
N
F E
B
M A
R
A P
R
M A
Y
J U
N
J U
L
A U
G
S E
P
O C
T
N O
V
D E
C
J A
N
F E
B
M A
R
A P
R
M A
Y
J U
N
A U
G
S E
P
O C
T
N O
V
D E
C
J U
L
J A
N
F E
B
M A
R
A P
R
M A
Y
J U
N
A U
G
S E
P
O C
T
N O
V
D E
C
J U
L
J A
N
F E
B
M A
R
A P
R
M A
Y
J U
N
A U
G
S E
P
O C
T
N O
V
D E
C
J U
L
J A
N
F E
B
M A
R
A P
R
M A
Y
J U
N
A U
G
S E
P
O C
T
N O
V
D E
C
J U
L
J A
N
F E
B
M A
R
A P
R
M A
Y
J U
N
A U
G
S E
P
O C
T
N O
V
D E
C
J U
L
J A
N
F E
B
M A
R
A P
R
M A
Y
J U
N
J U
L
A U
G
S E
P
O C
T
N O
V
D E
C
J A
N
F E
B
M A
R
A P
R
M A
Y
J U
N
A U
G
S E
P
O C
T
N O
V
D E
C
J U
L
J A
N
F E
B
M A
R
A P
R
M A
Y
J U
N
A U
G
S E
P
O C
T
N O
V
D E
C
J U
L
J A
N
F E
B
M A
R
A P
R
M A
Y
J U
N
A U
G
S E
P
O C
T
N O
V
D E
C
J U
L
J A
N
F E
B
M A
R
A P
R
M A
Y
J U
N
A U
G
S E
P
O C
T
N O
V
D E
C
J U
L
J A
N
F E
B
M A
R
A P
R
M A
Y
J U
N
A U
G
S E
P
O C
T
N O
V
D E
C
J U
L
S T
A G
E
S T
A G
E
0+00
S T
A G
E
S T
A G
E
S T
A G
E
S T
A G
P -1
-R -0
M -C
G -0
B C
B J
A L
R-701
A N
S I
D
:1
S T L
O U
IS
D
IS
T R
IC
T
S T L
O U
IS
M
IS
S O
U R I
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
C A
P E G
IR
A R
D E
A U C
O U
N T
Y
M
IS
S O
U R I
C A
P E G
IR
A R
D E
A U
M
IS
S
IS
S
IP
P I
R
IV
E R
M
IC
H A
E L V
H A
N K
S P .E
M E
R R
IW
E T
H E
R O
U T F
A L L C
U L
V E
R T E
X T
E N
S
IO
N
HYDROGRAPHS - CAPE GIRARDEAU GAGE 1990 - 2007
0 10’ 20’
FLOOD STAGE AT CAPE GIRARDEAU GAGE
MISSISSIPPI RIVER STAGE LEVELS AT CAPE GIRARDEAU GAGE
LEGEND:
NOTE: A STAGE OF 0.00 IS EQUIVALENT TO 304.69 FEET NGVD29
SCALE: 1" = 10’
C A
P E G
IR
A R
D E
A U G
A G
E H
Y D
R O
G R
A P
H
R E
S O
U R
C E
-2
M -C
G -0
R -7
.d g n
B R
E N
T O
N B
A R
K L E
Y
A P
R
IL
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
IDENTIFICATION
SHEET
D A
T E
A P
P R fiof Engineers
US Army Corps
S T
A G
E
S T
A G
E
S T
A G
E
S T
A G
E
J A
N
F E
B
M A
R
A P
R
M A
Y
J U
N
J U
L
A U
G
S E
P
O C
T
N O
V
D E
C
J A
N
F E
B
M A
R
A P
R
M A
Y
J U
N
A U
G
S E
P
O C
T
N O
V
D E
C
J U
L
J A
N
F E
B
M A
R
A P
R
M A
Y
J U
N
A U
G
S E
P
O C
T
N O
V
D E
C
J U
L
J A
N
F E
B
M A
R
A P
R
M A
Y
J U
N
A U
G
S E
P
O C
T
N O
V
D E
C
J U
L
J A
N
F E
B
M A
R
A P
R
M A
Y
J U
N
A U
G
S E
P
O C
T
N O
V
D E
C
J U
L
J A
N
F E
B
M A
R
A P
R
M A
Y
J U
N
A U
G
S E
P
O C
T
N O
V
D E
C
J U
L
J A
N
F E
B
M A
R
A P
R
M A
Y
J U
N
J U
L
A U
G
S E
P
O C
T
N O
V
D E
C
J A
N
F E
B
M A
R
A P
R
M A
Y
J U
N
A U
G
S E
P
O C
T
N O
V
D E
C
J U
L
J A
N
F E
B
M A
R
A P
R
M A
Y
J U
N
A U
G
S E
P
O C
T
N O
V
D E
C
J U
L
P -1
-R -0
M -C
G -0
B C
B J
A L
R-702
A N
S I
D
:1
S T L
O U
IS
D
IS
T R
IC
T
S T L
O U
IS
M
IS
S O
U R I
U .S
A R
M Y C
O R
P S O
F E
N G
IN
E E
R S
R E
S O
U R
C E
C A
P E G
IR
A R
D E
A U C
O U
N T
Y
M
IS
S O
U R I
C A
P E G
IR
A R
D E
A U
M
IS
S
IS
S
IP
P I
R
IV
E R
M
IC
H A
E L V
H A
N K
S P .E
M E
R R
IW
E T
H E
R O
U T F
A L L C
U L
V E
R T E
X T
E N
S
IO
N
HYDROGRAPHS - CAPE GIRARDEAU GAGE 2008 - 2016
0 10’ 20’
FLOOD STAGE AT CAPE GIRARDEAU GAGE
MISSISSIPPI RIVER STAGE LEVELS AT CAPE GIRARDEAU GAGE
LEGEND:
NOTE: A STAGE OF 0.00 IS EQUIVALENT TO 304.69 FEET NGVD29
SCALE: 1" = 10’
-2
C A
P E G
IR
A R
D E
A U G
A G
E H
Y D
R O
G R
A P
H
B R
E N
T O
N B
A R
K L E
Y
M -C
G -0
R -7
.d g n
A P
R
IL
| Structural Drawings - Final.pdf |
| M-CG-06_S-001 |
| M-CG-06_S-101 |
| M-CG-06_S-301 |
| M-CG-06_S-501 |
| M-CG-06_S-502 |
| M-CG-06_S-503 |
| M-CG-06_S-504 |
File details come from the government source that posted it. Updated .