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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
RIVERS & LAKES
DISTRICT BOUNDARIES
NATIONAL BOUNDARIES
PROJECT
LOCATION
MINNEAPOLIS
L/D LOCK AND DAM
IOWA
SOUTH DAKOTA
NORTH DAKOTA
MINNESOTA
WISCONSIN
S O U R
IS
R
DEVIL’S
LAKE
R E D
R
IV
E R
O F
T H E
N O R T H
LAKE OF
THE WOODS
UPPER
RED LAKE
LOWER
RED LAKE
LAKE
ITASCA
CASS
LAKE
LAKE
WINNIBIGOSHISH
GRAND RAPIDS
LEECH
LAKE
MILLE
LACS
LAKEM
IS
S
IS
S
IP
P
IR.
S T C
ROI
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LAKE
PEPIN
M
INNE
S
OTA
RIVER
BIGSTONE
LAKE
LAKE
TRAVERSE
ST.CLOUD
WIS
CONSIN R.
MICHIGAN
LAKE SUPERIOR
LEGEND
LOCATION MAP
LAKE
ASHTABULA
SHEYENNE
R.
DARLING
LAKE
FORKS
GRAND
EAU CLAIRE
MADISON
PORTAGE
CH
IP
P E W A
R
CITY
VALLEY
N
SCALE IN MILES
1000 1000
VICINITY MAP
N
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 D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
V
A D
N A
IS
C
E N
T E
R D
R
IV
E
A N
S I
D
St. Paul District
S T P
A U
L
M N
M M /D
D /Y
Y Y
Y
S E
H
R O
S E
A U F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R O
S E
A U R
IV
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R O
S E
A U
M
IN
N E
S O
T A
W A
Y N
E S
W A
M B
O L
D
M A
R K A
A N
G E
L O
S A
O /S
L S
G-002
R
F R
M U
H
G -0 v ic .d g n
ROSEAU
R O
S E
A U A
IR
P O
R T
TH 11
320TH ST
T
H A
V E
T
H A
V E
300TH ST
T
H A
V E S
W
T
H A
V E S
W
F L
O W
ROSEAU
R
IV
E R
CSAH 24
C S
A H
LAGOONS
TREATMENT
SEWAGE
SCALE IN FEET
0 1000’1000’ 500’
V
IC
IN
IT
Y L
O C
A T
IO
N M
A P
DIVERSION CHANNEL
F L O
W
D J S /D
A O
BY OTHERS
DIVERSION CHANNEL
REACH 2B & 2C
W E
S -1
-B -0
R E
A C
H
A /0
/1
LIMITS OF WORK
REACH 1A
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
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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 of Engineers
US Army Corps a u t o t im e
:5
:1
A M
S
A E
C
C E
M V
P f in a l-d s g n
P la n
S e t
A
E n g in e e r in g a n d
D e s ig n
G n e r a l\
R F
R M
U H
G v ic .d g n
W L
W L
W L
W L
W L
W L
W L
W L
1WL42
WL43
WL44
WL45 W
L
W L
W L
W L
W L
W L
W L
W L
W L
W L
W L
W L
W L
W L
EL. 1060
EL. 1055
EL. 1055
EL. 1059
EL. 1059
EL. 1055
EL. 1059
EL. 1055
EL. 1059
GRADE TO DRAIN
5:1
5:1
5:1
5:1
5:1
5:1
EL. 1060
GRADE TO DRAIN
G R
A D E T
O D
R A
IN
G R
A D E T
O D
R
IN
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 D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
V
A D
N A
IS
C
E N
T E
R D
R
IV
E
A N
S I
D
St. Paul District
S T P
A U
L
M N
/0
/1
M M /D
D /Y
Y Y
Y
S E
H
R O
S E
A U F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R O
S E
A U R
IV
E R
R O
S E
A U
M
IN
N E
S O
T A
M A
R K A
A N
G E
L O
S A
O /S
L
G-003
R F
R M
U H
G id x .d g n
W A
Y N
E S
W A
M B
O L
D
C O
N S
T R
U C
T
IO
N D
R A
W
IN
G I
N D
E X
J S /D
A O
W E
S -1
-B -0
R E
A C
H
A
S O
L
IC
IT
A T
IO
N N
O
F
IL
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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 of Engineers
US Army Corps a u t o t im e
:5
:1
S
A E
C
C E
M V
P f in a l-d s g n
P la n
S e t
A
E n g in e e r in g a s ig n n e r a l\
R F
R M
U H
G id x .d g n
RFRMUH11_G-001cov
RFRMUH11_G-002vic
RFRMUH11_G-003idx
RFRMUH11_G-004idx
RFRMUH11_G-005leg
RFRMUH11_B-101pln
RFRMUH11_B-201log
RFRMUH11_B-202log
RFRMUH11_B-203log
RFRMUH11_B-204log
RFRMUH11_B-205log
RFRMUH11_B-206log
RFRMUH11_C-001gen
RFRMUH11_C-101pln
RFRMUH11_C-102pln
RFRMUH11_C-201prf
RFRMUH11_C-202prf
RFRMUH11_C-301sec
RFRMUH11_C-406pln
RFRMUH11_CU201prf
RFRMUH11_C-601ctl
RFRMUH11_C-602ctl
RFRMUH11_C-604ctl
RFRMUH11_L-101pln
RFRMUH11_L-102pln
RFRMUH11_L-501det
RFRMUH11_L-502det
RFRMUH11_L-601ctl
RFRMUH11_LP101pln
RFRMUH11_LP301sec
RFRMUH11_LP401pln
RFRMUH11_LP501det
RFRMUH11_LP502det
RFRMUH11_LP503det
G-001
G-002
G-003
G-004
G-005
B-101
B-201
B-202
B-203
B-204
B-205
B-206
C-001
C-101
C-102
C-201
C-202
C-301
C-406
CU201
C-601
C-602
C-604
L-101
L-102
L-501
L-502
L-601
LP101
LP301
LP401
LP501
LP502
LP503
GENERAL DRAWINGS
COVER SHEET & SIGNATURE BLOCK
VICINITY & LOCATION MAP
CONSTRUCTION DRAWING INDEX
REFERENCE DRAWING INDEX
LEGEND & GENERAL NOTES
GEOTECHNICAL DRAWINGS
BORING LOCATION MAP
LEGEND, GENERAL NOTES AND BORING LOGS: 07-5M & 07-6M
BORING LOGS: 07-7M, 07-8M & 07-9M
BORING LOGS: 07-10M & 07-11M
BORING LOGS: 09-32M & 09-33M
BORING LOGS: 13-136M, 13-137M, 13-138M, 13-139M,
13-140M & 13-141M
BORING LOGS: 13-142M, 13-143M, 13-144M, 13-145M & 13-146M
CIVIL SITE DRAWINGS
GENERAL PLAN & HORIZONTAL/VERTICAL CONTROL
PLAN - DIVERSION CHANNEL - STA 15+21.28 TO 28+00
PLAN - DIVERSION CHANNEL - STA 28+00 TO 34+00
PROFILE - DIVERSION CHANNEL - STA 15+21.28 TO 24+00
PROFILE - DIVERSION CHANNEL - STA 24+00 TO 34+00
SECTIONS - DIVERSION CHANNEL
DETAIL PLAN - WEST SPOIL AREA
PROFILE - TRENCH DRAIN - STA 15+21.28 TO 37+75
CONTROL - LIMITS OF WORK
CONTROL - ALIGNMENTS
CONTROL - GRADING & TRENCH DRAIN
LANDSCAPE & RECREATIONAL DRAWINGS
DETAILS - TRAIL SECTIONS
CONTROL - TRAIL ALIGNMENTS
PLAN - DIVERSION CHANNEL - PLANTING & TURF ESTABLISHMENT
SECTIONS - PLANTING & TURF ESTABLISHMENT
PLANTING DETAILS
PLANTING DETAILS
PLANTING DETAILS
C-503 DETAILS - MISCELLANEOUS RFRMUH11_C-503det
C-506 DETAILS - TRENCH DRAIN RFRMUH11_C-506det
PLAN - DIV CHANNEL - MULTI-USE TRAILS
PLAN - DIV CHANNEL - MULTI-USE TRAILS
DETAILS - MISCELLANEOUS
PLANTING PLAN - STA 17+00 TO 24+00
LP102 PLAN - DIVERSION CHANNEL - PLANTING & TURF ESTABLISHMENT RFRMUH11_LP102pln
DESCRIPTION PRODUCT I.D.
REF.
SHEET
CONSTRUCTION DRAWING INDEX
DRAWING NO. DESCRIPTION PRODUCT I.D.
REF.
SHEET
CONSTRUCTION DRAWING INDEX
DRAWING NO.
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 D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
V
A D
N A
IS
C
E N
T E
R D
R
IV
E
A N
S I
D
St. Paul District
S T P
A U
L
M N
/0
/1
M M /D
D /Y
Y Y
Y
S E
H
R O
S E
A U F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R O
S E
A U R
IV
E R
R O
S E
A U
M
IN
N E
S O
T A
W A
Y N
E S
W A
M B
O L
D
M A
R K A
A N
G E
L O
G-004
R E
F E
R E
N C
E D
R A
W
IN
G I
N D
E X
S A
O /S
L S
R F
R M
D H
G -0 id x .d g
D J S /D
A O
W E
S -1
-B -0
R E
A C
H
A
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 of Engineers
US Army Corps
R-009
R-008
R-007
R-006
R-005
R-004
R-003
R-002
R-001
RDH11R2C_B-203log
RDH11R2C_B-202log
RDH11R2C_B-201log
RDH11R2C_B-101pln
STGIP001
ROSEAU_2011_HYDROS
ROSEAU_HY1
ROSEAU_DUR2
ROSEAU_DUR1
BORING LOGS (B-203)
BORING LOGS (B-202)
BORING LOGS (B-201)
BORING LOCATION MAP (B-101)
REACH 2B & 2C
BEST MANAGEMENT PRACTICES FOR EROSION AND SEDIMENT CONTROL
EROSION CONTROL
FLOW HYDROGRAPHS - 2001-2010
FLOW HYDROGRAPHS - 1999-2009
FLOW DURATION CURVES - JULY-DECEMBER
FLOW DURATION CURVES - JANUARY-JUNE
HYDROGRAPHS
PRODUCT I.D.DESCRIPTION
REF.
SHEET
DRAWING NO.
REFERENCE DRAWING INDEX
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 D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
V
A D
N A
IS
C
E N
T E
R D
R
IV
E
A N
S I
D
St. Paul District
S T P
A U
L
M N
/0
/1
M M /D
D /Y
Y Y
Y
S E
H
R O
S E
A U F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R O
S E
A U R
IV
E R
R O
S E
A U
M
IN
N E
S O
T A
M A
R K A
A N
G E
L O
S A
O /S
L
G-005
R F
R M
U H
G -0 le g .d
W
Y N
E S
W A
M B
O L
D
L E
G E
N D G
E N
E R
A L N
O T
GENERAL CROSS-REFERENCING SYMBOLS
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
GENERAL NOTES:
SCALE:
SUPPLEMENTAL INFORMATION
DETAIL/SECTION
D5
SCALE:
D5 DETAIL/SECTION
SUPPLEMENTAL INFORMATION
C-102
C-302
A A
DRAWING
TITLE ON SAME
SECTION/DETAIL
DRAWING
TITLE ON ANOTHER
SECTION/DETAIL
C
W
SS
WELL
ST
LIMITS OF WORK
FILL
CUT
LEVEE
AND NUMBER
DWG OUTLINE
SHEET ID X-000
CHANNEL
07-17M
GENERAL LEGEND
EXIST SANITARY SEWER
EXIST STORM SEWER
EXIST WATERMAIN
EXIST UNDERGROUND POWER
EXIST GAS
COMMUNICATION
EXIST UNDERGROUND
EXIST TREE LINE
EXIST FENCE LINE
EXIST CULVERT WITH FES
EXIST OVERHEAD P0WER
EXIST FIRE HYDRANT
EXIST WATER WELL
EXIST POWER POLE
EXIST SEPTIC TANK
EXIST POWER/LIGHT POLE
EXIST ELECTRICAL METER
EXIST SUB-STATION
EXIST SIGN
EXIST DECIDUOUS TREE
EXIST CONIFEROUS TREE
EXISTING PROPOSED
TRANSFORMER
EXIST PAD MOUNTED ELECTRICAL
BENCHMARK
SHEETPILE
PI POINT
OR MANHOLE
EXIST WATER VALVE BOX
BM
EXIST DITCH LINE
PC/PT POINT
PI-X
DITCH LINE
CULVERT W/FES
W/MANHOLE
SANITARY SEWER
D
S
RIPRAP/ROCK FILL
SLOPE: 5 H ON 1 V5:1
EXIST CABLE TV
VIEW SUBTITLE
GUARD RAIL
CATCH BASIN
W/MANHOLE OR
STORM SEWERCB
EXIST RIPRAP/ROCK FILL
MH/FES/STRUCTURE ID
STORM SEWER
MH/STRUCTURE ID
SANITARY SEWER X
XXX
TDX
WCSX STRUCTURE ID
WATER CONTROL
B1
C1
TREE REMOVAL
TRASH RECEPTACLE
DECIDUOUS TREE
SHRUB
PICNIC TABLE
CONIFEROUS TREE
MANHOLE ID
TRENCH DRAIN
D
HEADWALL & MH
TRENCH DRAIN W/
DITCH GRADING POINTD1
G1
GRAVEL GRADING POINT
RIPRAP CONTROL POINT
RADIUS CONTROL POINT
GR1
RR1
R1
POINT
BITUMINOUS GRADING
POINT
CONCRETE GRADING
GENERAL GRADING POINT
WORK LIMIT POINTWL1
BORING LOCATION AND NUMBER
TEST PIT LOCATION AND NUMBER09-39TP
SIGNC-X
JUNCTION BOX
EXIST COMMUNICATION
WITH GUY WIRE
EXIST POWER POLE
MANHOLE
EXIST SANITARY SEWER
TDP1
GATE
D J S /D
A O
CONTROL POINT
TRENCH DRAIN PIPE
W
FE1 FENCE CONTROL POINT
GD1
CONTROL POINT
GUARDRAIL
* UNLESS OTHERWISE NOTED ON EACH SHEET
ABBREVIATIONS
WATERMAINWM
WIDTHWD
WESTW
WITHW/
VERTICALVERT
VERTICAL CURVEVC
VARIESVAR
UNITED STATED DEPARTMENT OF AGRICULTUREUSDA
UNLESS NOTED OTHERWISEUNO
UNDERGROUNDUGND
TYPICALTYP
STRUCTURAL TUBINGTS
TURF REINFORCEMENT MATTRM
TRANSVERSETRANS
TOP OF WALLTOW
TRUNK HIGHWAYTH
TRAFFIC ENGINEERING MANUALTEM
TOP OF CASTINGTC
TOP AND BOTTOMT&B
TOPT
SYMMETRICALSYM
SOUTHWESTSW
STRUCTURAL or STRUCTURESTRUCT
STEELSTL
STANDARDSTD
STATIONSTA
STREETST
STAINLESS STEELSS
SQUARESQ
SPLICESPL
SPECIFICATIONSSPECS
SPACING or SPACESSP or SPG or SPA
SIMILARSIM
SHEETSHT
SHOULDERSHLD
SECTIONSECT
SOUTHEASTSE
SCHEDULESCH
SANITARYSAN
SALVAGEDSALV
SOUTHS
RIVERWARDR/W
RIGHTRT
REINFORCEMENTREINF
REQUIREDREQ’D
REINFORCED CONCRETE PIPERCP
RADIUSR or RAD
QUANTITYQTY
POINT OF VERTICAL TANGENCYPVT
POINT OF VERTICAL INTERSECTIONPVI
POINT OF VERTICAL CURVATURE or POLYVINYL CHLORIDEPVC
POINT OF TANGENCY or POINTPT
PROJECTIONPROJ
PLATEPL
POINT OF INTERSECTIONPI
PLASTIC CULVERT PIPEPCP
POINT OF CURVATUREPC
PARTIALPART
OPTIONAL or OPTIONOPT
OUTSIDE FACEOF
OUTSIDE DIAMETEROD
ON CENTEROC or o/c
NORTHWESTNW
NUMBERNO or #
NEAR FACENF
NORTHEASTNE
NOT APPLICABLEN/A
NORTHN
MANUAL ON UNIFORM TRAFFIC CONTROL DEVICESMUTCD
MOUNTINGMTG
MODIFICATIONMOD
MINNESOTA DEPARTMENT OF TRANSPORTATIONMNDOT
MECHANICAL JOINTMJ
MISCELLANEOUSMISC
MIRROREDMIRR
MINIMUMMIN
MANHOLEMH
MAXIMUMMAX
MIDDLE ORDINATEM
FIRE HYDRANT
VALVE BOX &
MANHOLE OR
WATERMAIN W/
LANDWARDL/W
LEVELLVL
LEFTLT
LONG or LONGITUDINALLG or LONG
LINEAL FEETLF
LENGTHL
KEYWAY or KEY NOTEKEY
JOINTJT
INVERTINV
INCHESIN
INSIDE FACEIF
INSIDE DIAMETER or IDENTIFICATIONID
HEIGHTHT
HORIZONTALHORIZ or HOR
HEXAGONHEX
GRADEGRD
GALVANIZE or GALVANIZEDGALV
GAGEGA
FOOTINGFTG
FEET or FOOTFT
FLOW LINEFL
FRONT FACE or FAR FACEFF
FLARED END SECTIONFES
EXPANSIONEXP
EXCAVATIONEXC
EXISTINGEX or EXIST
EACH WAYEW
ESTIMATEDEST
EQUALEQ
ELECTRICAL METALLIC TUBINGEMT
EMBEDMENTEMBED
ELEVATIONEL or ELEV
EXPANSION JOINTEJ
EACH FACEEF
EASTE
DOWELDWL or DWLS
DRAWINGDWG
DIAGONALDIAG
DIAMETERDIA
DETAILDET
DEGREESDEG
DOUBLEDBL
CULVERTCULV
CONTRACTIONCTR
CORRUGATED STEEL PIPECSP
COUNTY STATE AID HIGHWAYCSAH
CORRUGATED PLASTIC PIPECPP
CORNERCOR
CONTINUEDCONT’D
CONSTRUCTIONCONST
CONCRETECONC
CORRUGATED METAL PIPECMP
CONTROLLED LOW STRENGTH MORTARCLSM
CLEARCLR
CLASSCL
CONSTRUCTION JOINTCJ
CAST IRON PIPE or CAST-IN-PLACECIP
CORRUGATED ALUMINUM PIPECAP
CURB & GUTTERC&G
CENTER LINEC/L
BEARINGBRG
BITUMINOUSBIT
BACK FACEBF
BALL & BURLAPBB
BOTTOMB or BOT
AVENUEAVE
AMERICAN SOCIETY FOR TESTING AND MATERIALSASTM
APPROXIMATEAPPROX
ANGLEANG or L
ANCHORANC
ALUMINUMALUM
ALTERNATE WITHALT W/
ALTERNATEALT
AGGREGATEAGG
ADDITIONALADD’L
ARTICULATING CONCRETE BLOCK REVETMENTACBR
ABUTMENTABUT
AT@
W E
S -1
-B -0
CATCH BASIN
EXIST STORM SEWER
CB
R E
A C
H
MULTI-USE TRAIL OFFSETS ARE BASED ON LOOKING UPSTATION.
LOOKING DOWNSTREAM/DOWNSTATION. ROAD, DRIVEWAY, ENTRANCE, AND
TO SPECIFIC BASELINES/ALIGNMENTS. CHANNEL AND LEVEE OFFSETS ARE BASED ON
7. ALL CROSS SECTIONS AND LEFT (LT) AND RIGHT (RT) OFFSETS ARE REFERENCED
6. PROPERTY OWNERSHIP LINES SHOWN ARE APPROXIMATE.
NECESSARY TO AVOID DAMAGE TO THESE UTILITIES.
MAKING THE DETERMINATION AS TO THE TYPE AND LOCATION OF UTILITIES AS MAY BE
UTILITY RECORDS OR VERBAL RECOLLECTIONS. THE CONTRACTOR IS RESPONSIBLE FOR
"LEVEL D" IS DEFINED AS UTILITY LOCATIONS THAT ARE TAKEN SOLELY FROM EXISTING
MAY NOT BE ACCURATE OR ALL INCLUSIVE. UTILITIES ARE SHOWN TO "LEVEL D".
5. THE INFORMATION ON THESE DRAWINGS CONCERNING TYPE AND LOCATION OF UTILITIES
ENTIRE PROJECT CORRIDOR AND INCLUDES RIVER SOUNDINGS.
INC. FROM JULY 12-AUGUST 12, 2009. GROUND SURVEY WAS COMPLETED ALONG
B. 2009 TOPOGRAPHIC GROUND SURVEY OBTAINED BY CHEQUAMEGON BAY ENGINEERING,
THE ENTIRE PROJECT AREA.
A. LIDAR MAPPING PROVIDED BY THE U.S. ARMY CORPS OF ENGINEERS FOR
THE FOLLOWING SURVEY DATA WAS USED:
4. BASE MAPPING CONSISTS OF TOPOGRAPHIC GROUND SURVEYS AND LIDAR MAPPING.
US SURVEY FOOT.
3. COORDINATES BASED ON MINNESOTA STATE PLANE GRID SYSTEM, NORTH ZONE, NAD 83,
2. ELEVATION REFER TO N.A.V.D. (1988 ADJ.).
POINTS ARE AVAILABLE FROM THE ST. PAUL DISTRICT OFFICE (651) 290-5596.
1. TIE DIAGRAMS AND DETAILED DESCRIPTIONS OF HORIZONTAL AND VERTICAL CONTROL
P-1 PIEZOMETER
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LIMITS OF WORK
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N M
P
07-6M
07-5MU
07-5M 07-7M
07-11M
07-10MU
07-10M
07-8M
07-9M
09-32MU
09-32M
09-33MU
09-33M
LIMITS OF WORK
N
F L
O W
0 300’
SCALE IN FEET
600’
DIVERSION CHANNEL C/L
R O
S E
A U R
IV
E R
TH11
13-137M
13-138M
13-139M
13-140M
13-141M
13-142M
13-143M
13-136M
13-144M
13-146M 13-145M
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B p ln .d g n of Engineers
US Army Corps fi
50+00
55+00
60+00 65+00
70+00
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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 ).
07-6M
SC
N .A .V .D A
D
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 D
IS
T R
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T
S T P
A U
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M
IN
N E
S O
T A
V
A D
N A
IS
C
E N
T E
R D
R
IV
E
S T P
A U
L
M N
S E
H
R B
F S
L S
A N
S I
D
St. Paul District
R F
R M
U H
B -2 lo g .d g n
R O
S E
A U F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R O
S E
A U R
IV
E R
R O
S E
A U
M
IN
N E
S O
T A
B-201
L E
G E
N D
G E
N E
R A
L N
O T
E S B
O R
IN
G L
O G
S
-5
M
-6
9.
8.
7. % RECOVERY:
6. RQD:
5. D 10 SIZE:
4. ATTERBERG LIMITS:
3. BLOW COUNT (SPT):
2. MOISTURE CONTENT:
1. GENERAL:
ARRANGEMENTS TO INSPECT LOGS CAN BE MADE BY CALLING (651) 290-5599.
LOGS. THESE LOGS ARE AVAILABLE FOR INSPECTION AT THE ST. PAUL DISTRICT OFFICE.
THE BORINGS SHOW SUMMARIES OF INFORMATION RECORDED ON THE ORIGINAL FIELD
ELEVATIONS REFERENCED TO N.A.V.D. 1988 ADJ. UNLESS SPECIFIED OTHERWISE.
SPECIFIED OTHERWISE, ALL CORE IS 4-INCH DIAMETER.
RECOVERY IS LENGTH OF CORE RECOVERED/LENGTH OF CORE CUT X 100. UNLESS
PERCENT CORE RECOVERY IS SHOWN TO THE LEFT OF THE BORING STAFF. PERCENT
THAN 4-INCHES.
COLUMN. RQD IS THE PERCENT RECOVERY CONSISTING OF UNBROKEN PIECES LONGER
ROCK QUALITY DESIGNATION (RQD) IS SHOWN TO THE LEFT OF THE PERCENT RECOVERY
THE LEFT OF THE BORING STAFF.
THE GRAIN SIZE IN MILLIMETERS OF WHICH 10% OF THE SAMPLE IS FINER IS SHOWN TO
LIQUID LIMIT (LL) AND PLASTIC LIMIT (PL) ARE SHOWN TO THE RIGHT OF THE BORING STAFF.
HEIGHT OF DROP ARE AS SHOWN.
DROP. FOR NON-STANDARD BLOW COUNTS SAMPLER SIZE, HAMMER WEIGHT, AND
X 2-INCH SAMPLER, 140 LB. HAMMER, AND A 30-INCH8
3USING A 1� X 2-INCH SAMPLER,
12-INCHES. STANDARD BLOW COUNTS ARE FOR A STANDARD PENETRATION TEST (SPT)
ARE THE NUMBER OF BLOWS NECESSARY TO DRIVE THE SAMPLER USED A DISTANCE OF
BLOW COUNTS ARE SHOWN TO THE LEFT OF THE BORING STAFF AND, EXCEPT AS NOTED,
THE LEFT OF THE BORING STAFF.
THE NATURAL MOISTURE CONTENT IN PERCENT OF DRY WEIGHT (MC) IS SHOWN TO
PERTAINING TO A SPECIFIC BORING ARE SHOWN BELOW THE BORING STAFF.
PERTINENT INFORMATION IS ADDED TO THE RIGHT OF THE BORING STAFF. NOTES
LEGEND REPRESENTS ONLY THE BASIC SOILS. TO COMPLETE THE CLASSIFICATION,
THE UNIFIED SOIL CLASSIFICATION SYSTEM IS USED TO IDENTIFY BASIC SOIL TYPE. THE
PEAT
ORGANIC SILTS OR CLAYS, MEDIUM TO HIGH PLASTICITY, LIQUID LIMIT GREATER THAN 50
25 JANUARY 2007
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D B
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D E
S
IG
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D B
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D E
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2 3
C
4 5
A
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M A
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A P
P R
D A
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23-25 JANUARY 2007
07-5M
SPT MC LL PL
NOTES
G.S. 1055.7
915.7
10 17 11
28 92 34
23 31 23
39 1615
19 11
91(0.5’)
85(0.5’)
80(0.5’)
80(0.5’)
90(0.5’)
67(0.5’)
137(0.2’)
82(0.5’)
75(0.3’)
150(0.3’)
50(0.1’)
60(0.0’)
120(0.0’)
CH
CL
CH
ML
SM
-CH
SM
-SM
-SM
-SM
-SM
-CL/SC
-CL/SC
CL
-CL
-SC
-SC
-SC
-SC
BOULDER
CL
CL
SM
BOULDER (BASED ON DRILLING ACTION)
(BASED ON DRILLING ACTION)
-SM/ML
(SEAM)
EL. TOP RAIL = 1058.7’
39 80 26
ORIGIN.
OF IGNEOUS OR METAMORPHIC
WEATHERED ROCK FRAGMENTS
(TILL)
NO PLASTICITY, WET, GR.
OCC. BOULDER, HARD, LOW TO
SAND, CLAYEY, GRAVELLY, W/
PLASTICITY, WET, GR. (TILL)
V. DENSE TO HARD, LOW TO NO
SAND, SILTY, CLAYEY, GRAVELLY,
GR. (TILL)
GRAVELLY, HARD, MOIST,
CLAY, SILTY, SANDY,
HARD, MOIST GR. (TILL)
CLAY, SANDY, GRAVELLY,
ENCOUNTERED, GR. (TILL)
TO V. DENSE, WET, OCC. BOULDER
SAND, GRAVELLY, CLAYEY, HARD
CLAY, GRAVELLY, SANDY OR
PLASTICITY, WET, GR. (TILL)
V. DENSE TO HARD, LOW TO NO
SAND, SILTY, CLAYEY, GRAVELLY,
BRN. TO GR.
LOW PLASTICITY, SATURATED,
SAND, SILTY, CLAYEY, LOOSE,
LAMINATED, GR.
SILT, CLAYEY, SANDY, SATURATED,
AND BRN. MOTTLED
CLAY, SILTY, STIFF, MOIST, GR.
W/ Fe STAIN.
MOIST, LAMINATED, YEL.-BRN.
CLAY, SILTY, MED. STIFF-STIFF,
GR.
CLAY, SILTY, FROZEN, MOIST,
(TOPSOIL - LOGGED FROM CUTTINGS)
CLAY, ORGANIC-RICH, SILTY
GROUT AND TOP WITH TOPSOIL.
5. BACKFILL BORING WITH TREMIED HIGH SOLIDS BENTONITE
982.7’ 8.7
997.7’ 8.7
1012.7’ 8.6
1022.7’ 8.7
1027.7’ 8.3
1039.2’ 8.6
EL. pH
4. pH (CORROSION) TEST RESULTS:
3. 5-INCH UNDISTURBED SAMPLES TAKEN IN OFFSET BORING.
HOLE STABILIZED WITH DRILLING FLUID BELOW EL. 1047.7’.
AND RESET 6-INCH IRON PIPE CASING TO EL. 1047.7’,
2. HOLLOW STEM AUGER SET TO EL. 1045.7’. PULL AUGER
07-6M AND 07-7M FOR APPROXIMATE W.L.
1. WATER LEVEL NOT DETERMINED. SEE ADJACENT BORINGS
D 10 DSPT MC LL PL 10
25 JANUARY 2007
NOTES
G.S. 1055.0
1025.0
W.L. 1044.4
-CH
CL
MH
ML
SM
SM
-SP-SC
-SC
BENTONITE GROUT.
3. HOLE BACKFILLED W/ TREMIED CEMENT-
2. HOLLOW STEM AUGER SET TO EL. 1025.0’.
SAMPLE TO EL. 1025.0’.
BOTTOM OF HOLE = EL. 1030.1’.
BOTTOM OF AUGER = EL. 1030.0’.
1. WATER LEVEL DETERMINED AFTER 15 HOURS.
19 19 17
55 31
28 34 20
CH
DENSE, SATURATED, GR. (TILL)
SAND, CLAYEY, GRAVELLY, V.
DENSE, SATURATED, BRN. (TILL)
SAND, CLAYEY, GRAVELLY, MED.
WET, BRN. (TILL)
SAND, SILTY, GRAVELLY, MED. DENSE,
BRN.-GR. (TILL)
SAND, SILTY, CLAYEY, LOOSE, WET,
SILT, CLAYEY, STIFF, SATURATED, GR.
BRN. AND GR., MOTTLED.
SILT, MED. STIFF, WET, LAMINATED,
IN ZONES, YEL. BRN. W/ Fe STAIN.
CLAY, SILTY, STIFF, WET, LAMINATED
YEL.-BRN. TO BRN.
CLAY, SILTY, FROZEN, MOIST,
TOPSOIL (LOGGED FROM CUTTINGS)
07-6M
.A .V .D A
D
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 D
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T R
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S T P
A U
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M
IN
N E
S O
T A
V
A D
N A
IS
C
E N
T E
R D
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IV
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S T P
A U
L
M N
S E
H
R B
F S
L S
A N
S I
D
St. Paul District
R F
R M
U H
B -2 lo g .d g n
R O
S E
A U F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R O
S E
A U R
IV
E R
R O
S E
A U
M
IN
N E
S O
T
B-202
O
R
IN
G L
O G
S
-0
M -0
M
-0
M
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REFERENCES:
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LEGEND & GENERAL NOTES
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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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N E
D B
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D E
S C
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IP
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N
D
2 3
C
4 5
A
B
M A
R K
A P
P R
D A
T E
F
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E N
U M
B E
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S
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S U
B M
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T E
D B
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P L
O T S
C A
L E
P L
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A T
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P la n s
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B lo g .d g n of Engineers
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DSPT MC LL PL 10
26 JANUARY 2007
NOTES
07-7M
G.S. 1056.1
1026.1
W.L. 1044.4
-CH
CL
CL
ML
CL
CL
BENTONITE GROUT.
3. HOLE BACKFILLED W/ TREMIED CEMENT-
2. HOLLOW STEM AUGER SET TO EL. 1031.1’.
SAMPLE TO EL. 1026.1’.
BOTTOM OF HOLE = EL. 1031.4’.
BOTTOM OF AUGER = EL. 1031.1’.
1. WATER LEVEL DETERMINED AFTER 2.5 HOURS.
17 29 19
16 21 13
28 90 35
CH
WET, GR. (TILL)
CLAY, SANDY, GRAVELLY, STIFF,
SATURATED, BRN.
SILT, CLAYEY, SOFT TO LOOSE,
MED. STIFF, WET, BRN. (TILL)
CLAY, SANDY, GRAVELLY, SOFT TO
IN ZONES, DK. GR.
CLAY, SILTY, SOFT, WET, LAMINATED
LAMINATED, YEL-BRN. TO GR.
CLAY, SILTY, STIFF, MOIST,
LAMINATED, GR.
CLAY, SILTY, FROZEN, MOIST,
TOPSOIL (LOGGED FROM CUTTINGS)
SEAM
(SP)
DSPT MC LL PL 10
NOTES
G.S. 1039.9
989.9
W.L. 1035.0
CL
CL
17 19 15
21 29 16
CL
SM&
GC
GP-
SM
SW-
-SP-SC
-SP-SC
BENTONITE GROUT.
3. HOLE BACKFILLED W/ TREMIED HIGH SOLIDS
BELOW EL. 1026.9’.
1026.9’. HOLE STABILIZED WITH DRILLING MUD
PULLED AND 4-INCH I.D. CASING SET TO EL.
2. HOLLOW STEM AUGER SET TO EL. 1029.9’. AUGER
AFTER SAMPLING TO EL. 1024.9’.
BOTTOM OF HOLE = EL. 1031.2’.
BOTTOM OF AUGER = EL. 1029.9’.
1. WATER LEVEL DETERMINED AFTER 20 MINUTES.
26-27 JANUARY 2007
07-8M
(DRIFT)
SATURATED, LAMINATED, GR.
SAND, CLAYEY, DENSE-V. DENSE,
BRN. TO GR. (DRIFT)
V. DENSE, SATURATED, THIN-BEDDED,
SAND, SILTY, GRAVELLY, DENSE-
TO WET, BRN. (TILL)
MED. DENSE TO STIFF, SATURATED
BEDDED W/ CLAY, SANDY, GRAVELLY,
SAND, GRAVELLY, SILTY, INTER-
WET, BRN. (TILL)
CLAY, GRAVELLY, SANDY, STIFF,
LAMINATED, GR.
GRAVEL, CLAYEY, LOOSE, SOFT,
MED. STIFF, WET, GR.
SILT, CLAYEY, SANDY, GRAVELLY,
BRN. (ALLUVIUM)
MOIST-WET, LAMINATED IN ZONES,
CLAY, SILTY, MED. STIFF (FROZEN),
ML
DSPT MC LL PL 10
27 JANUARY 2007
NOTES
07-9M
G.S. 1041.8
W.L. 1032.1
1013.0
CL
ML
CL
SM
CL
SM
SP-
CL
100(0.3’)
20 29 17
23 23 21
BENTONITE GROUT.
3. HOLE BACKFILLED W/ TREMIED HIGH SOLIDS
EL. 1016.8’.
2. HOLE STABILIZED WITH HOLLOW STEM AUGER TO
AFTER SAMPLING TO EL. 1013.0’.
BOTTOM OF HOLE = EL. 1023.8’.
BOTTOM OF AUGER = EL. 1016.8’.
OF BORING AFTER 30 MINUTES.
1. WATER LEVEL DETERMINED UPON COMPLETION
GR. (TILL)
CLAY, SANDY, GRAVELLY, HARD, WET,
BRN. (DRIFT)
SAND, SILTY, V. DENSE, SATURATED,
BRN. (TILL)
CLAY, SANDY, GRAVELLY, HARD, WET,
SATURATED, BRN. (DRIFT)
SAND, GRAVELLY, SILTY, V. DENSE,
WET, BRN. (TILL)
CLAY, SANDY, GRAVELLY, MED. STIFF,
WET-SATURATED, BRN.
SILT, CLAYEY, SOFT-MED. STIFF,
MOIST, DK. BRN. (ALLUVIUM)
CLAY, SILTY, MED. STIFF (FROZEN),
.V .D A
D
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 D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
V
A D
N A
IS
C
E N
T E
R D
R
IV
E
S T P
A U
L
M N
S E
H
R B
F S
L S
A N
S I
D
St. Paul District
R F
R M
U H
B -2 lo g .d g n
R O
S E
A U F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R O
S E
A U R
IV
E R
R O
S E
A U
M
IN
N E
S O
T
B-203
R
IN
G L
O G
S
990990
B R
IA
N A
A L
B R
E C
H T
M A
R K A
A N
G E
L O
SHEET NO:
B-201
G-005
REFERENCES:
LEGEND, GENERAL NOTES & BORING LOGS
LEGEND & GENERAL NOTES
-1
M
-1
M
/0
/1
W E
S -1
-B -0
R E
A C
H
A
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 t o t im e
:5
:4
S
A E
C
C E
M V
P f in a l-d s g n
P la n
S e t
A
E n g in e e r in g a s ig n o t e c h n ic a l\
P la n s
R F
R M
U H
B lo g .d g n of Engineers
US Army Corps fi
DSPT MC LL PL 10
NOTES
G.S. 1053.9
1004.4
37 94 35
25 27 15
49 69 30
25 23 20
CH
CL
CH
ML
-SM
CL
SM
SM
SC
SP-
SC
SC
CL&
-SP-SC
W.L. 1047.2
BENTONITE GROUT.
4. HOLE BACKFILLED W/ TREMIED HIGH SOLIDS
OFFSET BOREHOLE.
3. 5-INCH UNDISTURBED SAMPLES TAKEN IN
TO EL. 1005.9’.
2. HOLE STABILIZED WITH HOLLOW STEM AUGER
AFTER SAMPLING TO EL. 1033.9’.
BOTTOM OF HOLE = EL. 1039.5’’
BOTTOM OF AUGER = EL. 1038.9’.
1. WATER LEVEL DETERMINED AFTER 16 HOURS.
SATURATED, BRN.
SAND, CLAYEY, MED. DENSE,
BRN. TO GR.
WET-SATURATED, THIN-BEDDED,
W/SAND, CLAYEY, HARD-DENSE,
CLAY, GRAVELLY, SANDY INTERBEDDED
BRN.
SAND, CLAYEY, DENSE, SATURATED,
THIN-BEDDED, GR. TO BRN.
SAND, CLAYEY, DENSE, SATURATED,
SATURATED, BRN.
SAND, SILTY, MED. DENSE,
DENSE, SATURATED, BRN.
SAND, SILTY, GRAVELLY, MED.
STIFF, WET, BRN. (TILL)
CLAY, GRAVELLY, SANDY, MED.
SATURATED, BRN.
SAND, SILTY, GRAVELLY, LOOSE,
BRN.
SILT, CLAYEY, LOOSE, SATURATED,
BRN.-GR.
BLOCKY TEXTURE, LAMINATED,
CLAY, SILTY, MED. STIFF, WET,
STAIN.
LAMINATED, YEL.-BRN. W/ Fe
CLAY, SILTY, MED. STIFF, WET,
W/ Fe MOTTLE.
LAMINATED, DK. BRN. AND GR.
MED. STIFF (FROZEN), MOIST,
CLAY, SILTY, ORGANIC RICH,
07-10M
27-28 JANUARY 2007
DSPT MC LL 10 PL
CL
25 44 21
ML
SM
SM
1027.4
50(0.2’)
91(0.5’)
WET, GR. (TILL).
CLAY, GRAVELLY, SANDY, HARD,
SATURATED, YEL.-BRN. TO GR.
SAND, SILTY, GRAVELLY, MED. DENSE,
SATURATED, YEL.-BRN.
SILT, CLAYEY, MED. STIFF TO LOOSE,
YEL.-BRN. TO GR. WITH IRON STAIN.
LAMINATED IN ZONES, MOIST TO WET,
CLAY, SILTY, MED. STIFF-FROZEN,
COLOR CHANGE TO GR.
W.L. 1048.4
G.S. 1056.4
CL
CL
CL
07-11M
29 JANUARY 2007
BENTONITE GROUT.
3. BORING BACKFILLED WITH TREMIED HIGH SOLIDS
2. HOLLOW STEM AUGER SET TO EL. 1032.7’.
SAMPLE TO EL. 1036.4’.
BOTTOM OF HOLE = EL. 1041.5’.
BOTTOM OF AUGER = EL. 1041.4’.
MOISTURE CONTENT AFTER 30 MINUTE WAIT.
1. APPROXIMATE WATER LEVEL DETERMINED FROM SAMPLE
NOTES
.V .D A
D
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 D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
V
A D
N A
IS
C
E N
T E
R D
R
IV
E
S T P
A U
L
M N
S E
H
R B
F S
L S
A N
S I
D
St. Paul District
R F
R M
U H
B -2 lo g .d g n
R O
S E
A U F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R O
S E
A U R
IV
E R
R O
S E
A U
M
IN
N E
S O
T
B-204
R
IN
G L
O G
S
B R
IA
N A
A L
B R
E C
H T
M A
R K A
A N
G E
L O
-3
M
-3
M
SHEET NO:
B-201
G-005
REFERENCES:
LEGEND, GENERAL NOTES & BORING LOGS
LEGEND & GENERAL NOTES
/0
/1
W E
S -1
-B -0
R E
A C
H
A
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 t o t im e
:5
:4
A
M S
A E
C
C E
M V
P f in a l-d s g n
P la n
S e t
A
E n g in e e r in g a s ig n o t e c h n ic a l\
P la n s
R F
R M
U H
B lo g .d g n of Engineers
US Army Corps fi
DSPT MC LL 10
NOTES
PL
10 SEPTEMBER 2009
G.S. 1044.2
50(0.1’)
81(0.9’)
50(0.3’)
50(0.2’)
50(0.3’)
50(0.5’)
88(0.9’)
90(0.9’)
50(0.4’)
100(0.0’) 937.7
100(0.1’)
100(0.3’)
100(0.5’)
ML
29 -SM
ML
CL
SC
SM
SM
SC
CL
SP
GP
SC
SM
CL
CL
CL
SM
50(0.2’)
-GP-GM
09-32M
W.L. 1037.7
APPROX.
SAND, SILTY, COBBLES & BOULDERS, V. DENSE, GR.
CLAY, LEAN, HARD, FAT CLAY LAMINATIONS, GR. TO BR. GR.
CLAY, LEAN, SANDY, GRAVELLY, HARD BR. GR.
BR. GR. TO BR. GR.
CLAY, LEAN, SANDY, COBBLES, HARD, MOTTLED
SAND, SILTY, GRAVELLY, V. DENSE, GR.
SAND, CLAYEY, GRAVELLY, HARD, GR.
GRAVEL, SANDY, COBBLES, V. DENSE, SATURATED, GR.
SAND, GRAVELLY, MED. GRAIN, DENSE, SATURATED, GR.
BR. TO BR. GR.
CLAY, LEAN, SANDY, GRAVELLY, HARD, SAND LAMINATIONS,
BR. GR.
GRAVEL, SANDY, SILTY, COBBLES, V. DENSE, SATURATED,
GR. TO L. GR.
SAND, CLAYEY, GRAVELLY, HARD, SILTY SAND LAMINATIONS,
SAND, SILTY, MED. DENSE TO V. DENSE, BR. GR.
SAND, SILTY, V. LOOSE TO LOOSE, BR. GR.
SAND, CLAYEY, GRAVELLY, STIFF, GRAVEL LENS, GR
& L. GR.
CLAY, SANDY, SOFT, WITH BOG LIME LAMINATIONS, BR. GR.
SILT, W/SAND, ROOTS, V. LOOSE, WET, BR. GR.
SILT, SANDY, ROOTS, LOOSE, MOIST, BR. GR. & BL.
SAND, SILTY, ORGANIC FINES, ROOTS, D. BR. GR. (TOPSOIL)
OFFSET BORING.
5. 3-INCH UNDISTURBED SAMPLES OBTAINED FROM 5’-7’ AND 10’-10.5’ IN
4. HOLE BACKFILLED WITH BENTONITE GROUT.
WITH DRILLING MUD BELOW EL. 1019.7’.
3. HOLLOW STEM AUGER SET TO EL. 1019.7’. HOLE STABILIZED
AFTER SAMPLING TO EL. 1019.6’
BOTTOM OF HOLE = EL. 1019.7’
BOTTOM OF AUGER = EL. 1019.7’
2. APPROXIMATE WATER LEVEL DETERMINED AFTER 80 MINUTES
TO EL. 1037.7 IN THE BOREHOLE.
ENCOUNTERING GP-GM LAYER, AT WHICH TIME WATER ROSE
1. GROUND WATER WAS NOT OBSERVED IN THE BORING UNTIL
DSPT MC LL 10
NOTES
PL
G.S. 1040.5
50(0.3’)
50(0.3’)
50(0.4’)
50(0.3’)
94(0.9’)
50(0.3’)
50(0.3’)
50(0.2’)
50(0.2’)
50(0.4’)
50(0.4’)
50(0.3’)
50(0.2’)
50(0.4’)
50(0.4’)
100(0.1’) 935.9
09-33M
CL
CH
SC
SM
SM
ML
ML
SM
SM
GP
SP
SC
SC
CL
SC
SC
CL
CL
-SP-SM
-SC-SM
8 SEPTEMBER 2009
W.L. 1032.0
APPROX
-CL
SAND, CLAYEY, GRAVELLY, HARD, BR. GR.
LAMINATIONS, BR. GR.
SAND, CLAY, GRAVELLY, ROOTS, HARD, SATURATED SAND
BR. GR.
CLAY, LEAN, SANDY, HARD, SATURATED SAND LAMINATIONS,
CLAY, LEAN, SANDY, GRAVELLY, HARD, BR. GR.
CLAY, LEAN, GRAVELLY, HARD, BR. GR.
SAND, CLAYEY, GRAVELLY, COBBLES, HARD, BR. GR.
SAND, CLAYEY, GRAVELLY, HARD, BR. GR.
SAND, SILTY, FINE GRAIN, V. DENSE, SATURATED, GR.
SATURATED, GR.
SAND, GRAVELLY, MED. TO FINE GRAIN, V. DENSE,
SATURATED, BR. GR.
GRAVEL, SANDY, COBBLES & BOULDERS, V. DENSE,
SAND, SILTY, GRAVELLY, V. DENSE BR. GR.
LAMINATIONS, BR. GR.
SAND, SILTY, GRAVELLY, V. DENSE, SATURATED SAND
SAND, SILTY, CLAYEY, GRAVELLY, HARD, BR. GR.
GR.
SILT, V. DENSE, MOIST, FAT CLAY LAMINATIONS, MOTTLED
SILT, V. DENSE, WET, BR. GR.
SAND, SILTY, GRAVELLY, V. DENSE, BR. GR.
SAND LAMINATIONS, GR.
SAND, SILTY, GRAVELLY, COBBLES, V. LOOSE, SATURATED
SAND, CLAYEY, GRAVELLY, SOFT, GR. TO BR. GR.
SILT LAMINATIONS, GR. TO MOTTLED BR.
CLAY, FAT, SANDY, ROOTS, FIRM TO SOFT, CLAY W/SAND &
CLAY, TRACE ROOTS, FIRM, D. GR. BR.
CLAY, ROOTS, SLIGHTLY ORGANIC, D. GR. BR (TOPSOIL)
31.8
28.1
15’-16.5’ IN OFFSET BORING.
4. 3-INCH UNDISTURBED SAMPLES OBTAINED FROM 6’-8’, 10’-12’ AND
3. HOLE BACKFILLED WITH BENTONITE GROUT.
WITH DRILLING MUD BELOW EL. 1021.0’.
2. HOLLOW STEM AUGER SET TO EL. 1021.0’. HOLE STABILIZED
AFTER SAMPLING TO EL. 1020.2’
BOTTOM OF HOLE = EL. 1020.9’
BOTTOM OF AUGER = EL. 1021.0’
1. APPROXIMATE WATER LEVEL DETERMINED AFTER 80 MINUTES
.V .D A
D
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 D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
V
A D
N A
IS
C
E N
T E
R D
R
IV
E
S T P
A U
L
M N
S E
H
R B
F D J S
A N
S I
D
St. Paul District
R F
R M
U H
B -2 lo g .d g n
R O
S E
A U F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R O
S E
A U R
IV
E R
R O
S E
A U
M
IN
N E
S O
T A
B-205
B O
R
IN
G L
O G
S
B R
IA
N A
A L
B R
E C
H T
M A
R K A
A N
G E
L O
SHEET NO:
B-201
G-005
REFERENCES:
LEGEND, GENERAL NOTES & BORING LOGS
LEGEND & GENERAL NOTES
/0
/1
W E
S -1
-B -0
N .A .V .D A
D J
-1
M -1
M -1
M -1
M
-1
M
-1
M
R E
A C
H
A
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 t o t im e
:5
S
A E
C
C E
M V
P f in a l-d s g n
P la n
S e t
A
E n g in e e r in g a s ig n o t e c h n ic a l\
P la n s
R F
R M
U H
B lo g .d g n of Engineers
US Army Corps fi
DSPT MC LL 10
NOTES
PL
13-136M
G.S. 1054.0’
1020.0’
29-30 JANUARY 2013
2. BORING BACKFILLED WITH CEMENT-BENTONITE GROUT.
1. WATER OBSERVED AT 1047.4’ AFTER 2.5 HOURS.
W.L. 1047.4’
0.004
OL
CH
CH
CL
-CL-ML
GM
SC
GW
SP
SM
SC-
SM
SC-
SM
SC-
CLAYEY SILTY GRAVEL, V. DENSE, SATURATED
CLAYEY SAND, DENSE, GR., SATURATED
SANDY GRAVEL, V. DENSE, SATURATED
SAND W/ LENSE OF SILTY SAND, V. DENSE, BRN., SATURATED
CLAYEY SILTY SAND, V. DENSE, LT. BRN. TO GR., SATURATED
LT. BRN. TO GR., SATURATED
GRAVELLY, CLAYEY, SILTY SAND, MED. DENSE TO V. DENSE,
SATURATED
GRAVELLY, CLAYEY, SILTY SAND, MED. DENSE, LT. GR.,
1039.6’ TO 1039.3’, SATURATED
SILTY CLAY, V. SOFT, LT. GR., LENSE OF CLAYEY SAND
STAINING, WET
GRAVEL, COBBLE AT 1046.2, GR. BELOW 1043.2, SLIGHT Fe
SILTY CLAY, LAMINATED, MED. STIFF, LT. TAN, OCC. FINE
TRACE OF SAND, SLIGHTLY MOIST
SILTY FAT CLAY, LAMINATED, STIFF, TAN, Fe STAINED, SAND, SLIGHTLY MOIST
SILTY FAT CLAY, MED. STIFF, TAN, Fe STAINED, TRACE OF
SILTY ORGANIC CLAY, MED. STIFF, BLK., FROZEN
DSPT MC LL 10
NOTES
PL
13-137M
G.S. 1057.0’
1027.0’
30 JANUARY 2013 & 01 FEBRUARY 2013
2. BORING BACKFILLED WITH CEMENT-BENTONITE GROUT.
1. WATER OBSERVED AT 1043.0’ AFTER 21.5 HOURS.
W.L. 1043.0’
0.15
OL
CL
CL
ML
SM
SC-
SP GRAVELLY SAND, DENSE, SATURATED
FINE GRAVEL, WET TO SATURATED
CLAYEY SILTY SAND, DENSE, GRAYISH TAN TO LT. GR., OCC.
CLAYEY SILT, DENSE, TAN, MOIST
FINE SAND, SLIGHTLY MOIST
SILTY CLAY, MED. STIFF, GR. AND TAN, MOTTLED, TRACE OF
GRAVEL, SLIGHTLY MOIST
SANDY SILTY CLAY, MED. STIFF TO STIFF, TAN, OCC. FINE
ORGANIC CLAY, BLK., FROZEN
DSPT MC LL 10
NOTES
PL
13-139M
02 FEBRUARY 2013
G.S. 1058.0’
1028.0’
2. BORING BACKFILLED WITH CEMENT-BENTONITE GROUT.
1. WATER OBSERVED AT 1043.8’ AFTER 2 DAYS.
W.L. 1043.8’
OL
CL
CH
ML
SM
CL
SM
-ML CLAYEY SILT, V. DENSE, GR., SATURATED
SILTY SAND, V. DENSE, GR., SATURATED
SANDY LEAN CLAY, HARD, GR., WET
GRAVELLY SILTY SAND, MED. DENSE, TAN, WET
CLAYEY SILT, MED. DENSE, TAN TO GR. AT EL. 1048.9’, WET
FAT CLAY, TAN, OCC. Fe STAINS, SLIGHTLY MOIST
SILTY SANDY CLAY, TAN, OCC. Fe STAINS, SLIGHTLY MOIST
SILTY ORGANIC CLAY, BLK., FROZEN TO MED. STIFF
DSPT MC LL 10
NOTES
PL
13-138M
01 FEBRUARY 2013
G.S. 1058.0’
1028.3’
2. BORING BACKFILLED WITH CEMENT-BENTONITE GROUT.
1. WATER OBSERVED AT 1044.1’ AFTER 25 MINUTES.
W.L. 1044.1’
OL
CL
ML
SM
-CL-ML
ML
CL-
-CL-ML
SP
SP
-SM
SILTY SAND, GR., SATURATED
SAND, V. DENSE, SATURATED
SAND, DENSE, TRACE SILT, SATURATED
SILTY CLAY, HARD, GR., OCC. FINE GRAVEL, WET
SILTY CLAY, HARD, LT. GR., TRACE OF FINE GRAVEL, WET
SILTY CLAY, V. STIFF, BROWNISH GR.
GRAVELLY SILTY SAND, MED. DENSE, TAN, OCC. Fe STAINING
TAN, SM LENSE AT EL. 1049.4’, SATURATED
CLAYEY SILT, MED. STIFF TO SOFT, OCC. Fe LAMINATIONS, LAMINATIONS OF FAT CLAY BELOW EL. 1051.1’, TAN
SANDY SILTY CLAY, MED. STIFF TO STIFF, LAMINATED,
SILTY ORGANIC CLAY, BLK., FROZEN
DSPT MC LL 10
NOTES
PL
13-141M
G.S. 1056.0’
1031.0’
04-05 FEBRUARY 2013
2. BORING BACKFILLED WITH CEMENT-BENTONITE GROUT.
1. WATER OBSERVED AT 1044.5’ AFTER APPROXIMATELY 19 HOURS.
W.L. 1044.5’
OL
CL
CH
SM
SC-
SM
SP
SM
SM
-ML
-CL
OUT EL. 1033.5’ TO 1033.0’, WET
SILTY SAND, DENSE TO V. DENSE, OCC. FINE GRAVEL, DRILL
GRAVELLY SAND, LOOSE, WET
SILTY SAND, LOOSE, GR., OCC. FINE GRAVEL, WET
CLAYEY SILTY SAND, LOOSE, GR., OCC. SILT SEAMS, WET
CLAYEY SILT, LOOSE, TAN, WET
BROWNISH TO DK. GR., SLIGHTLY MOIST
FAT CLAY, MED. STIFF, LAMINATIONS OF LEAN CLAY,
LAMINATIONS OF FAT CLAY, TAN
SANDY SILTY CLAY, STIFF, MOTTLED, Fe STAINS, SILTY CLAY, MED. STIFF, DK. GR.
SILTY ORGANIC CLAY, FROZEN TO MED. STIFF, BLK.
DSPT MC LL 10
NOTES
PL
13-140M
G.S. 1058.0’
1033.0’
02 & 04 FEBRUARY 2013
2. BORING BACKFILLED WITH CEMENT-BENTONITE GROUT.
1. WATER OBSERVED AT 1044.6’ AFTER 1.5 DAYS.
9 14
23W.L. 1044.6’
OL
CL
CL
CL-ML
SM
SM
SC-
ML
COBBLES BELOW EL. 1035’, SATURATED
SANDY SILT, DENSE, GR., OCC. FINE GRAVEL, POSSIBLE
GRADED SAND, OCC. FINE GRAVEL, SATURATED
CLAYEY SILTY SAND, DENSE, GR., OCC. SEAMS OF POORLY
GRAVELLY SILTY SAND, LOOSE, BROWNISH-TAN, WET
1047.3’ TO 1046.6’, SATURATED
SILTY CLAY, MED. STIFF, BROWNISH-TAN, V. SOFT EL.
AT EL. 1048.5’ TO 1048.2’. SLIGHTLY MOIST
AND FINE SAND INCLUSIONS, BROWNISH TAN, SEAM OF SILT
SANDY SILTY CLAY, MED. STIFF TO STIFF, OCC. Fe STAINS
FAT CLAY, TAN TO LT. BRN., OCC. FINE GRAVEL
SANDY SILTY CLAY, MED. STIFF TO STIFF, LAMINATIONS OF
SILTY ORGANIC CLAY, FROZEN TO MED. STIFF, BLK.
.V .D A
D
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 D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
V
A D
N A
IS
C
E N
T E
R D
R
IV
E
S T P
A U
L
M N
S E
H
R B
F D J S
A N
S I
D
St. Paul District
R F
R M
U H
B -2 lo g .d g n
R O
S E
A U F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R O
S E
A U R
IV
E R
R O
S E
A U
M
IN
N E
S O
T A
B-206
B O
R
IN
G L
O G
S
B R
IA
N A
A L
B R
E C
H T
M A
R K A
A N
G E
L O
SHEET NO:
B-201
G-005
REFERENCES:
LEGEND, GENERAL NOTES & BORING LOGS
LEGEND & GENERAL NOTES
/0
/1
W E
S -1
-B -0
N .A .V .D A
D J
-1
M -1
M -1
M -1
M
-1
M
R E
A C
H
A
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 t o t im e
:5
S
A E
C
C E
M V
P f in a l-d s g n
P la n
S e t
A
E n g in e e r in g a s ig n o t e c h n ic a l\
P la n s
R F
R M
U H
B lo g .d g n of Engineers
US Army Corps fi
DSPT MC LL 10
NOTES
PL
13-142M
G.S. 1055.0’
1028.2’
04-05 FEBRUARY 2013
2. BORING BACKFILLED.
1. WATER OBSERVED AT 1044.0’ AFTER APPROXIMATELY 1.5 HOURS.
0.0025
W.L. 1044.0’
39 75
OL
CH
CL
CH
SM
SM
ML
SILTY SAND, DENSE, GR., OCC. FINE GRAVEL, WET
GRAVEL ZONES TO EL. 1031.0’, WET
SILTY SAND, MED. DENSE TO V. DENSE, BRN., POSSIBLE
CLAYEY SILT, LOOSE, GR., SATURATED
LAMINATIONS, GR., SLIGHTLY MOIST
FAT CLAY, MED. STIFF W/ SILT AND LEAN CLAY
STAINS, TAN, SLIGHTLY MOIST
SANDY SILTY CLAY, STIFF W/ LAMINATIONS OF FAT CLAY, Fe
MOIST
SILTY FAT CLAY, TRACE OF FINE SAND, DK. GR., SLIGHTLY
SILTY ORGANIC CLAY, FROZEN TO MED. STIFF, BLK.
DSPT MC LL 10
NOTES
PL
13-143M
05 FEBRUARY 2013
G.S. 1054.0’
1029.0’
2. BORING BACKFILLED WITH CEMENT-BENTONITE GROUT.
1. WATER OBSERVED AT 1042.4’ AFTER APPROXIMATELY 22 HOURS.
W.L. 1042.4’
0.08
CL
CL
CH
ML
ML
SM
SM
SP-
OL
SAND W/ SILT, V. DENSE, BROWN, WET
OCC. FINE GRAVEL, WET
SILTY SAND W/ SEAMS OF POORLY GRADED SAND, DENSE, GR.,
SANDY SILT, LOOSE, GR., WET
CLAYEY SILT, LOOSE, GR., WET
MOIST
FAT CLAY W/ LAMINATIONS OF LEAN CLAY, GR., SLIGHTLY
SANDY SILTY CLAY, STIFF, TAN, SLIGHTLY MOIST
SILTY CLAY, MED. STIFF, GR., TRACE OF FINE SAND, DRY
SILTY ORGANIC CLAY, FROZEN TO MED. STIFF, BLK.
DSPT MC LL 10
NOTES
PL
13-145M
05 FEBRUARY 2013
G.S. 1056.0’
1031.0’
W.L. 1048.4’
OL
CH
CL
CH
CL
CL/CH
ML
CL
AND GRAVEL, V. STIFF TO HARD, GR., WET TO MOIST
SANDY LEAN CLAY W/ OCC. SEAMS OF POORLY GRADED SAND
CLAYEY SILT, LOOSE TO MED. DENSE, LT. TAN, SATURATED
GR. AND TAN, MOIST
INTER-BEDDED LEAN AND FAT CLAY, MED. STIFF, BLOCKY, DK.
LEAN CLAY, SOFT TO MED. STIFF, TRACE OF SAND, TAN, WET
SOFT, DK. GR., SLIGHTLY MOIST
FAT CLAY W/ LAMINATIONS OF LEAN CLAY, MED. STIFF TO
STIFF, OCC. Fe STAINING, TAN, SLIGHTLY MOIST
SANDY SILTY CLAY W/ LAMINATIONS OF FAT CLAY, MED.
SILTY FAT CLAY, MED. STIFF, DK. GR.
SILTY ORGANIC CLAY, FROZEN TO MED. STIFF, BLK.
2. BORING BACKFILLED WITH CEMENT-BENTONITE GROUT.
1. WATER OBSERVED AT 1048.4’ AFTER APPROXIMATELY 22 HOURS.
DSPT MC LL 10
NOTES
PL
13-144M
G.S. 1055.0’
1033.7’
05-06 FEBRUARY 2013
2. BORING BACKFILLED WITH CEMENT-BENTONITE GROUT.
1. WATER OBSERVED AT 1047.5’ AFTER 18.5 HOURS.
W.L. 1047.5’
OL
CH
CL
CH
CL
CL-ML
SC
CL
SANDY CLAY, HARD, GR., OCC. FINE GRAVEL, SLIGHTLY MOIST
MOIST
CLAYEY SAND, MED. DENSE TO V. DENSE, GR., SLIGHTLY
STRUCTURES, SATURATED
SILTY CLAY, STIFF, LT. GR. W/ Fe STAINS AND ROOT
SANDY SILTY CLAY, MED. STIFF, GR., SLIGHTLY MOIST
SLIGHTLY MOIST
FAT CLAY W/ LAMINATIONS OF LEAN CLAY, MED. STIFF, GR.,
SANDY SILTY CLAY, MED. STIFF, TAN, SLIGHTLY MOIST
SILTY FAT CLAY, MED. STIFF, DK. GR., SLIGHTLY MOIST
ORGANIC CLAY, FROZEN TO MED. STIFF, BLK.
DSPT MC LL 10
NOTES
PL
13-146M
05 FEBRUARY 2013
G.S. 1056.0’
1031.0’
2. BORING BACKFILLED WITH CEMENT-BENTONITE GROUT.
1. WATER OBSERVED AT 1044.4’ AFTER 4 HOURS.
W.L. 1044.4’
OL
CH
CH
CL
CH
ML
CL-
ML
CL- SLIGHTLY MOIST
SILTY CLAY, V. STIFF TO HARD, GR., OCC. COARSE GRAVEL,
SILTY CLAY, SOFT TO V. SOFT, GR., SATURATED
FAT CLAY, MED. STIFF, DK. GR., SLIGHTLY MOIST
STIFF, TAN, OCC. FINE GRAVEL, SLIGHTLY MOIST
SANDY SILTY CLAY W/ OCC. FAT CLAY LAMINATIONS, MED.
STIFF, DK. GR. AND TAN, SLIGHTLY MOIST
SILTY FAT CLAY W/ LAMINATIONS OF LEAN CLAY, MED.
SILTY FAT CLAY, FROZEN TO MED. STIFF, DK. GR.
SILTY ORGANIC CLAY, FROZEN TO MED. STIFF, BLK.
GENERAL PLAN
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 D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
V
A D
N A
IS
C
E N
T E
R D
R
IV
E
A N
S I
D
St. Paul District
S T P
A U
L
M N
/0
/1
M M /D
D /Y
Y Y
Y
S E
H
R O
S E
A U F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R O
S E
A U R
IV
E R
R O
S E
A U
M
IN
N E
S O
T A
W A
Y N
E S
W A
M B
O L
D
M A
R K A
A N
G E
L O
S A
O /S
L
C-001
R F
R M
U H
C -0 g e n .d g n
ROSEAU
TH11
T
H A
V E
R E
A C
H
A
H O
R
IZ
O N
T A
L /V
E R
T
IC
A L C
O N
T R
O L
0 600’
SCALE IN FEET
1200’
CSAH 24
C S
A H
1055.04
1039.67
1052.83
1056.25
1987313.223
1986050.720
1986693.247
1984340.755
1981987.807
BM NGS SUNSTEN BM NGS LUNG
BM 10574
BM 62
BM 10004
N HORIZONTAL AND VERTICAL CONTROL POINTS
EASTINGNORTHING ELEV. DESCRIPTIONBENCHMARK
BM 62
BM 10004
BM 10574
1190474.079
1190926.019
1190789.147
1185065.117
1185062.232
1054.36
SUNSTEN
BM NGS
LUNG
BM NGS
PID #AJ8665
NGS POINT SUNSTEN
#AJ8656
NGS POINT LUNG PID
ROSEAU CITY PARK
CAMPSITES 16 & 18 IN
OF LT POLE BETWEEN
SET RR SPIKE IN E. FACE
CITY PARK
LAUNCH IN ROSEAU
EDGE OF CONC. BOAT
SET CUT SQUARE ON S.
CONST.
PARK,SOUTH OF BRIDGE
SE & SOUTH OF CITY
OF TREE W. OF 11TH AVE
FOUND SPIKE IN E. FACE
T
H A
V E S
W
LIMITS OF WORK
DIVERSION CHANNEL
R
IV
E R
G E
N E
R A
L P
L A
N
R O
S E
A U
LIMITS OF WORK
D J S /D
A O
F L O
W
WEST SPOIL AREA
MULTI-USE TRAIL
W E
S -1
-B -0
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 of Engineers
US Army Corps a u t o t im e
:5
:0
S
A E
C
C E
M V
P f in a l-d s g n
P la n
S e t
A
E n g in e e r in g a s ig n
C iv il
R F
R M
U H
C g e n .d g n
07-6M
07-5MU
07-5M 07-7M
CPT-7
07-11M
07-10MU
07-10M
CPT-11
07-8M
07-9M
CPT-12
09-32MU
09-32M
09-33MU
09-33M
TH 11
CSAH 24
P I-4
P I-3
RAILROAD
MINNESOTA NORTHERN
D
D
50+00
55+00
60+00 65+00
70+00
75+00 80+00
W
W
W
W
W
P I-T
P I-T
D
D
B O
T T
O M
’ C
H A
N N
E L
T R
E N
C H D
R A
IN
" P
E R
F O
R A
T E
D H
D P
L
IM
IT
S O
F W
O R
K
M U
L T I-U
S E T
R A
IL
C /L
D
IV
E R
S
IO
N C
H A
N N
E L C /L
L
IM
IT
S O
F W
O R
K
T R
E N
C H D
R A
IN
" P
E R
F O
R A
T E
D H
D P
E
W L
W L
W L
W L
W L
W L
W L
W L
1WL42
WL43
WL44
WL45 W
L
W L
W L
W L
W L
W L
W L
L
IM
IT
S O
F W
O R
K
M U
L T I-U
S E T
R A
IL
C /L
D
IV
E R
S
IO
N C
H A
N N
E L C /L
P I-1
P I-T
P I-T
D D
T R
E N
C H D
R A
IN
" P
E R
F O
R A
T E
D H
D P
E
B Y O
T H
E R
S
R E
A C
H
B
C D
IV
E R
S
IO
N C
H A
N N
E L
13-137M
13-138M
13-139M
13-140M
13-141M
13-142M
13-143M
13-136M
13-144M
13-145M 13-146M
W L
W L
W L
W L
W L
W L
W L
S E E S
H E E T C -4
W E S T S
P O
IL
A
R
R
E A
C H
B
C S
T A
.0
R E
A C
H
A S
T A
.2
P-3
P-4
P-1 P-2
.9
136.9’
’ C
H A
N N
E L B
O T
T
50+00
55+00
60+00 65+00
70+00
75+00 80+00
D
C M
P
C M
P
B M N
G S R
C M
P
C M
P
C J
C J
C J
C J
C J
C J
T H
PI-3
R A
IL
R O
A D
M
IN
N E
S O
T A N
O R
T H
E R
N
D
+0
25+00
BOTTOM
150’ CHANNEL
LIMITS OF WORK
TRENCH DRAIN
8" PERFORATED HDPE
WL10
WL11 WL12 WL13
WL14
WL46
WL47
WL48
WL49
WL50
WL51
WL52
LIMITS OF WORK
MULTI-USE TRAIL C/L
DIVERSION CHANNEL C/L
PI-1
D
TRENCH DRAIN
8" PERFORATED HDPE
BY OTHERS
REACH 2B & 2C DIVERSION CHANNEL
WL9
WL8
WL7
WL6
WL5
WL4
REACH 2B & 2C STA 172+23.03
REACH 1A STA 15+21.28 =
P -1
P -2
713.9’ 1 .9
150’ CHANNEL BOTTOM
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 of Engineers
US Army Corps a u t o t im e
:5
S
A E
C
C E
M V
P f in a l-d s g n
P la n
S e t
A
E n g in e e r in g a s ig n il
R F
R M
U H
C p ln .d g n
TDP1
TDP2
TDP3
TDP4
TDP9
TDP10
TDP11
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 D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
V
A D
N A
IS
C
E N
T E
R D
R
IV
E
A N
S I
D
St. Paul District
S T P
A U
L
M N
/0
/1
M M /D
D /Y
Y Y
Y
S E
H
R O
S E
A U F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R O
S E
A U R
IV
E R
R O
S E
A U
M
IN
N E
S O
T A
M A
R K A
A N
G E
L O
S A
O /S
L S
C-101
R F
R M
U H
C -1 p ln .d g n
P L
A N
PLAN VIEW
W A
Y N
E S
W A
M B
O L
D
M A
T C
H L
IN
E W
IT
H S
H E
E T C -1
N
KEY PLAN
E 1,990,000
E 1,989,500
E 1,989,000
N ,1
,0
N ,1
,5
N ,1
,0
N ,1
,5
N ,1
,0
07-6M
07-5MU
07-5M
07-7M
D
IV
E R
S
IO
N C
H A
N N
200’0 100’
SCALE IN FEET
NOTES:
TD9
TD10
D J S /D
A O
:1
:1
S T
A
.2
T
O
SHEET NO:
LP101
L-601
L-101
C-604
C-602
C-601
CU201
C-201 TO C-202
C-001
G-005
G-003
TD11
TD12
OUTLET PIPE
TRENCH DRAIN35
C-506
W E
S -1
-B -0
13-137M
13-138M
13-139M
R E
A C
H
A
REFERENCES:
PLAN - DIVERSION CHANNEL - PLANTING & TURF ESTABLISHMENT
CONTROL - TRAIL ALIGNMENTS
PLAN - DIVERSION CHANNEL - MULTI-USE TRAILS
CONTROL - GRADING
CONTROL - ALIGNMENTS
CONTROL - LIMITS OF WORK
PROFILE - TRENCH DRAIN
PROFILE - DIVERSION CHANNEL
GENERAL PLAN & HORIZONTAL/VERTICAL CONTROL
LEGEND & GENERAL NOTES
CONSTRUCTION DRAWING INDEX
C503
C503
DEWATERING TRENCH
DEWATERING TRENCH
BOTTOM WET MIX
W/ DIVERSION CHANNEL
4" TOPSOIL AND SEED
PIEZOMETER
C-503
F
C-301
OR
PRIOR TO INSTALLING DEWATERING TRENCH.
REMOVE EXISTING ROCK AT CENTER OF THE CHANNEL
RESTORED WITH TOPSOIL AND SEED SOUTH OF TH 11.
ENTIRE LENGTH OF THE AREA IDENTIFIED TO BE
2. CONSTRUCT DEWATERING TRENCH FOR THE
COMPLETED BY OTHERS.
WORK OR REACH 2B & 2C DIVERSION CHANNEL
1. EXISTING SURVEY DOES NOT REFLECT TH 11 BRIDGE
P-2 STA. 26+00 40’ RT
P-1 STA. 26+00 195’ RTG
C-301
50+00
55+00
60+00 65+00
70+00
75+00 80+00
D
10541054
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 of Engineers
US Army Corps a u t o t im e
:5
S
A E
C
C E
M V
P f in a l-d s g n
P la n
S e t
A
E n g in e e r in g a s ig n il
R F
R M
U H
C p ln .d g
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 D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
V
A D
N A
IS
C
E N
T E
R D
R
IV
E
A N
S I
D
St. Paul District
S T P
A U
L
M N
/0
/1
M M /D
D /Y
Y Y
Y
S E
H
R O
S E
A U F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R O
S E
A U R
IV
E R
R O
S E
A U
M
IN
N E
S O
T A
M A
R K A
A N
G E
L O
S A
O /S
L S
C-102
R F
R M
U H
C -1 p ln .d g n
P L
A N
PLAN VIEW
W A
Y N
E S
W A
M B
O L
D
M A
T C
H L
IN
E W
IT
H S
H E
E T C -1
S T
A
T
O
E 1,990,000
E 1,989,500
E 1,989,000
N ,1
,5
N ,1
,0
N ,1
,5
N ,1
,0
N ,1
,5
07-11M
200’0 100’
SCALE IN FEET
D
IV
E R
S
IO
N C
H A
N N
KEY PLAN
TD13
TD14
D J S /D
A O
:1
:1
F
C-301
W E
S -1
-B -0
13-140M
13-141M
13-142M
13-143M
13-136M
R E
A C
H
A
5:1
TDP16
TDP15
REFERENCES:
PLAN - DIVERSION CHANNEL - PLANTING & TURF ESTABLISHMENT
CONTROL - TRAIL ALIGNMENTS
PLAN - DIVERSION CHANNEL - MULTI-USE TRAIL
CONTROL - GRADING
CONTROL - ALIGNMENTS
CONTROL - LIMITS OF WORK
PROFILE - TRENCH DRAIN
DETAIL PLAN - WEST SPOIL AREAS
PROFILE - DIVERSION CHANNEL
GENERAL PLAN & HORIZONTAL/VERTICAL CONTROL
LEGEND & GENERAL NOTES
CONSTRUCTION DRAWING INDEX
SHEET NO:
LP102
L-601
L-102
C-603 TO C-604
C-602
C-601
CU201
C-406
C-201 TO C-202
C-001
G-005
G-003
C503 DEWATERING TRENCH
C-503 STA. 33+00 40’ RT
PIEZOMETER
G
C-301
OR
C-503 STA. 33+00 200’ RT
PIEZOMETER
C S
A H
P I-4
D
30+00
35+00
40+00
45+00
TRENCH DRAIN
8" PERFORATED HDPE
LIMITS OF WORK
MULTI-USE TRAIL C/L
DIVERSION CHANNEL C/L
WL13
WL15
WL40WL41
WL46
LIMITS OF WORK
WL53
E L
E L
E L
E L
E L
:1
:1
:1
S E E S
H E E T C -4
W E S T S
P O
IL
A
R E A
P -3
P -4
150’ CHANNEL BOTTOM
E L
G R
A D
E T
O D
R A
IN
G R
A D E T
O D
R
E L E
V A
T
IO
N
E L E
V A
T
IO
12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 20+00 21+00 22+00 23+00 24+00
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 D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
V
A D
N A
IS
C
E N
T E
R D
R
IV
E
A N
S I
D
St. Paul District
S T P
A U
L
M N
/0
/1
M M /D
D /Y
Y Y
Y
S E
H
R O
S E
A U F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R O
S E
A U R
IV
E R
R O
S E
A U
M
IN
N E
S O
T A
M A
R K A
A N
G E
L O
S A
O /S
L S
C-201
R F
R M
U H
C -2 p rf .d g n
P R
O F
IL
E
W A
Y N
E S
W A
M B
O L
D
11+00
25 JANUARY 2007
07-6M
23-25 JANUARY 2007
07-5M
DIVERSION CHANNEL PROFILE
D
IV
E R
S
IO
N C
H A
N N
E L
NOTES:
THE DIVERSION CHANNEL.
EXISTING GROUND LINE IS AT THE CENTERLINE OF5.
RELOCATES COMPLETED DURING TH 11 BRIDGE WORK.
4. EXISTING UTILITY LOCATIONS SHOWN ARE PRIOR TO ANY
APPROXIMATE AND SHALL BE LOCATED IN THE FIELD.
EXISTING UTILITIES SHOWN ON PROFILE ARE 3.
SEE SECTIONS FOR MORE DETAIL.
2. FINISHED GRADE IS EITHER TOP OF TOPSOIL OR RIPRAP.
1. PROFILE SHOWN IS FINISHED GRADE AT CENTERLINE.
SHEET NO:
C-101
C-001
G-005
G-003
REFERENCES:
PLAN - DIVERSION CHANNEL
GENERAL PLAN & HORIZONTAL/VERTICAL CONTROL
LEGEND & GENERAL NOTES
CONSTRUCTION DRAWING INDEX
D J S /D
A O
S T
A
.2
T
O
W E
S -1
-B -0
13-137M 13-138M
01 FEBRUARY 201330 JANUARY 2013 & 01 FEBRUARY 2013
R E
A C
H
A
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 of Engineers
US Army Corps a u t o t im e
:5
:3
A
M
S
A E
C
C E
M V
P f in a l-d s g n
P la n
S e t
A
E n g in e e r in g a s ig n il
R F
R M
U H
C p r f .d g n
G.S. 1057.0’
1027.0’
W.L. 1043.0’
OL
CL
CL
ML
SM
SC-
SP
EL 1038.74
0.01%
EXISTING GROUND
P V I S
T A
.2
C H
A N
N E
L
B E
G
IN
D
IV
E R
S
IO
N
BOTTOM OF DIVERSION CHANNEL
D
IV
E R
S
IO
N C
H A
N N
E L
M A
T C
H E
X
IS
T
E L
.6
DIVERSION CHANNEL
BOTTOM OF EXIST
G.S. 1058.0’
1028.3’
W.L. 1044.1’
OL
CL
ML
SM
-CL-ML
ML
CL-
-CL-ML
SP
SP
-SM
G.S. 1055.0
1025.0
W.L. 1044.4
-CH
CL
MH
ML
SM
SM
-SP-SC
-SC
CH
G.S. 1055.7
CH
CL
CH
ML
SM
-CH
SM
-SM
-SM
-SM
E L E
V A
T
IO
N
E L E
V A
T
IO
24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 33+00 34+00
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 D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
V
A D
N A
IS
C
E N
T E
R D
R
IV
E
A N
S I
D
St. Paul District
S T P
A U
L
M N
/0
/1
M M /D
D /Y
Y Y
Y
S E
H
R O
S E
A U F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R O
S E
A U R
IV
E R
R O
S E
A U
M
IN
N E
S O
T A
M A
R K A
A N
G E
L O
S A
O /S
L S
C-202
R F
R M
U H
C -2 p rf .d g n
P R
O F
IL
E
W A
Y N
E S
W A
M B
O L
D
S T
A
T
O
DIVERSION CHANNEL PROFILE
D
IV
E R
S
IO
N C
H A
N N
07-11M
29 JANUARY 2007
NOTES:
THE DIVERSION CHANNEL.
EXISTING GROUND LINE IS AT THE CENTERLINE OF4.
APPROXIMATE AND SHALL BE LOCATED IN THE FIELD.
EXISTING UTILITIES SHOWN ON PROFILE ARE3.
SEE SECTIONS FOR MORE DETAIL.
2. FINISHED GRADE IS EITHER TOP OF TOPSOIL OR RIPRAP.
1. PROFILE SHOWN IS FINISHED GRADE AT CENTERLINE.
SHEET NO:
C-101 TO C-102
C-001
G-005
G-003
REFERENCES:
PLAN - DIVERSION CHANNEL
GENERAL PLAN & HORIZONTAL/VERTICAL CONTROL
LEGEND & GENERAL NOTES
CONSTRUCTION DRAWING INDEX
D J S /D
A O
W E
S -1
-B -0
13-139M
02 FEBRUARY 2013
13-140M
02 & 04 FEBRUARY 2013
R E
A C
H
A
0.01%
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 of Engineers
US Army Corps a u t o t im e
:5
S
A E
C
C E
M V
P f in a l-d s g n
P la n
S e t
A
E n g in e e r in g a s ig n il
R F
R M
U H
C p r f .d g n
EL 1038.74
EXISTING GROUND
0.01%
BOTTOM OF DIVERSION CHANNEL
EL 1038.84
STA. 34+00
.0
CL
ML
SM
SM
1027.4
W.L. 1048.4
G.S. 1056.4
CL
CL
G.S. 1058.0’
1028.0’
W.L. 1043.8’
OL
CL
CH
ML
SM
CL
SM
-ML
G.S. 1058.0’
1033.0’
W.L. 1044.6’
OL
CL
CL
CL-ML
SM
SM
SC-
ML
E
V A
T
IO
N
E L E
V A
T
IO
N
1070 1070
-40-60-80-100-120-140-160-180-200-220-240-260 0-20 20 40 60 80 100 120 140 160 180 200 220 240 260
SEE PROFILE
EL VARIES
75’
W A
Y N
E S
W A
M B
O L
D
M A
R K A
A N
G E
L O
S A
O /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 D
IS
T R
IC
T
S T P
A U
L
M
IN
N E
S O
T A
V
A D
N A
IS
C
E N
T E
R D
R
IV
E
A N
S I
D
St. Paul District
S T P
A U
L
M N
/0
/1
M M /D
D /Y
Y Y
Y
S E
H
R O
S E
A U F
L O
O D R
IS
K M
A N
A G
E M
E N
T
R O
S E
A U R
IV
E R
R O
S E
A U
M
IN
N E
S O
T
C-301
R F
R M
U H
C -3 s e c .d g n
EXISTING GROUND
& SEED
4" TOPSOIL
S E
C T
IO
N S
D
IV
E R
S
IO
N C
H A
N N
E L
EXCAVATE
150’
75’
10’ LEVEL
18" STRIPPING
1.00%1.00%
C-506
TRENCH DRAIN
C-506
TRENCH DRAIN
C/L
DIVERSION CHANNEL
D J S /D
A O
2.00%
1V ON 3.5H
TYPICAL SECTION
STA 15+21.28 TO 34+00
DIVERSION CHANNEL
F
W E
S -1
-B -0
NOTES:
(SEE NOTE 1)
HEAVY SECTION AT CHANNEL
10’ BITUMINOUS TRAIL45
L-501
R E
A C
H
A
E L E
V A
T
IO
N
E L E
V A
T
IO
N
1070 1070
-40-60-80-100-120-140-160-180-200-220-240-260 0-20 20 40 60 80 100 120 140 160 180 200 220 240 260
SEE PROFILE
EL VARIES
75’
EXISTING GROUND
150’
75’
10’ LEVEL
18" STRIPPING
1.00%1.00%
C-506
TRENCH DRAIN
C-506
TRENCH DRAIN
C/L
DIVERSION CHANNEL
2.00%
1V ON 3.5H
1. LOCATION OF TRAIL VARIES.
NOTES:
(SEE NOTE 1)
HEAVY SECTION AT…
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